FLD2004-01001, TDR2004-08010, PLT2004-00008
FLD2004-01001/TDR2004-
08010 / PLT2004-00008
830 COURT STREET
COURT STREET
:\ TOWNHOMES
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CLEARWATER
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CITY OF
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QOODS'"
PLANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SmITH MYRTI E AVFNUE, CLEARWATER, FLORIDA 33756
TELEPHONF (727) 562-4567 FAX (727) 562-4576
LONG RANGE PIANNING
DEVELOPMENT REVIEW
February 18,2004
Mr James Landers
Court Street VIllas, LLC
2506 MacDlll Avenue, SUIte A
Tampa, FL 33629
FILE
RE Development Order regardmg case FLS2004-06045 at 830 Court Street
Dear Mr Landers
ThIS letter constItutes a Development Order pursuant to SectIOn 4-206 D 6 of the CommunIty
Development Code On February 15, 2005, the Commumty Development Board revIewed your
FleXIble Development applIcatIOn to permIt the transfer of two dwellIng unItS from 608/610/611
Harold Court to 830 Court Street to be mcluded as part of a l3-unlt attached dwellmg development
under the proVISIons of SectIOns 4-1402 - 1403, FleXIble Development applIcatIOn to permIt attached
dwellIngs (13 unItS) wlthm the Downtown Dlstnct and a bUIldmg wlthm the reqUIred SIght VISIbIlIty
tnangles along the unnamed alley along the north SIde of the SIte under the proVISIons of SectIOn 2-
903 C, as part of a ComprehensIve Infill Redevelopment Project and a prelImmary plat (pLT2004-
00008) The CommunIty Development Board (CDB) APPROVED the applIcatIOn WIth the followmg
bases and condItIons
Bases for Approval
1 The proposal complIes WIth the FleXIble Development cntena as a ComprehensIve Infill
Redevelopment Project per SectIOn 2-903 B
2 The proposal complIes WIth the FleXIble Development cntena for a Transfer of Development
RIghts per SectIOn 4-1402,
3 The proposal complIes WIth the FleXIble Development cntena for a Transfer of Development
RIghts per SectIOn 4-1403,
4 The proposal IS m complIance WIth other standards m the Code mcludmg the General ApplIcabIlIty
Cntena per SectIon 3-913,
5 The proposal IS m complIance WIth the VISIon, Goals, ObjectIves and PolICIes of the Clearwater
Downtown Redevelopment Plan and the Town Lake ReSIdentIal character dlstnct
6 The proposal IS m complIance WIth the Downtown DeSIgn GUIdelmes, and
7 The development IS compatIble WIth the surroundmg area and WIll enhance other redevelopment
efforts
BRIAN T AUN(,~ I , MAl 01<
fRANK HIBBARD, VIU MAYOR
Bill TON\ON, COUNCIL\lf\IBCR
@
HOYI &\IlLl ON, COUM..!! \lC\IBCI<
CAl<lfN A PUfR\fl>j, COuM ll\lf\lBfR
"EQUAL E.\1PLO'r ,';lFN I AND Al nR~L>\IIVF Ac lION E\lPLOYfR"
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Febiuary 18,2004
Landers - Page Two
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Condlt1ons of Approval
I That eVIdence of filIng of a final plat WIth Pmellas County be submItted to Staff pnor to the
Issuance of any bUIldmg permIts,
2 That a sIdewalk WhICh matches the CIty's CommercIal B street per the Master Wayfindmg and
Streetscapmg Plan WIth regard to matenals be mstalled per CIty standards and specIficatIOns,
3 That any future changes to the bUIldmgs (color, matenal, deSIgn, fencmg, etc) be revIewed and
approved by the Planmng Staff,
4 That all sIgnage meet the reqUIrements of Code and be lImIted to attached SIgnS on the canopIes or
attached dIrectly to the bUIldmg and be arclutecturally-mtegrated WIth the deSIgn of the bUIldIng
WIth regard to proportIon, color, matenal and fimsh as part of a final ComprehensIve SIgn Program
package (as requrred) submItted to and approved by Staffpnor to the Issuance of any SIgn permIts
whIch mcludes that
a All SIgnS be deSIgned as part of an overall theme that respect, enhance and contnbute to the
archItectural style, detaIlmg and elements of a byIlClmg,
b All SIgnS consIst of deSIgn, colors, :drai'ehal~!.s}~, shape and methods of IllummatIon WhICh
remforce the overall deSIgn of the fac;ade;--.....-
c All attached SIgnS are mstalled so the method of mstallatIOn IS concealed or made an mtegral
part of the deSIgn of the SIgn,
d All wall SIgnS be located on flat, unadorned parts of a fac;ade such as the honzontal band
between the storefront and second floor or on wmdows, awmng flaps, fascIa, etc , and
e The letter SIze, letter and word spacmg, font style and other deSIgn elements of all SIgns create
an overalllugh qualIty aesthetIc appearance
5 That all proposed utIlItIes (from the nght-of-way to the proposed bUIldIng) be placed underground
CondUIts for the future undergroundmg of eXlstmg utIlItIes WIthIn the abuttmg nght(s)-of-way shall
be Installed along the entIre SIte's street frontages pnor to the Issuance of a CertIficate of
Occupancy The applIcant's representatIve shall coordmate the SIze and number of condUIts WIth
all affected utIlIty proVIders (electnc, phone, cable, etc ), WIth the exact locatIOn, SIze and number
of condUIts to be approved by the applIcant's engmeer and the CIty'S Engmeenng Department pnor
to the commencement of work,
6 That revlsed plans be submttted wmch accurately depICt all reqUIred eroSIOn and sedIment control
techmques,
7 That all utIlIty eqUIpment Includmg but not lImIted to WIreless commumcatIOn faCIlItIes, electncal
and water meters, etc be screened from VIew and/or pamted to match the bUIldmg to wluch they are
attached, as applIcable pnor to the Issuance of a CertIficate of Occupancy;
8 That all Traffic Impact fees be paId pnor to the Issuance of a CertIficate of Occupancy, and
9 That a speCIal warranty deed, speCIfYIng the number of dwellIng unItS bemg conveyed or sold from
608 Harold Court and bemg transferred to 830 Court Street, be recorded pnor to the Issuance of any
bUIldmg permIts for thIS project The speCIal warranty deed shall also contam a covenant
restnctmg m perpetuIty the use of all platted lots at 608 Harold Court due to the transfer of
development nghts Any mortgage holder of the sendmg SIte (830 Court Street) shall consent to
the transfer of development nghts pnor to the Issuance of any permIts
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February 18,2004
L~ders - Page Two
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Pursuant to Section 4-407, an applIcatIOn for a bUIldmg permIt shall be made wlthm one year of
FlexIble Development approval (February 15, 2006) All reqUIred certIficates of occupancy shall be
obtamed wlthm two years of the date of Issuance of the bUIldmg permIt TIme frames do not change
wIth succeSSIve owners The Commumty Development Coordmator may grant an extensIOn of time
for a penod not to exceed one year and only wlthm the ongmal penod of valIdIty The Commumty
Development Board may approve one addItional extensIOn of tIme after the Commumty Development
Coordmator's extensIOn to ImtIate a bUIldmg permIt applIcatIOn
The Issuance of thIS Development Order does not relIeve you of the necessIty to obtam any bUIldmg
permIts or pay any Impact fees that may be reqmred In order to facIlItate the Issuance of any permIt or
lIcense affected by thIS approval, please bnng a copy of thIS letter wIth you when applymg for any
permIts or lIcenses that reqUIre tills pnor development approval
AddItionally, an appeal of a Level Two approval (FlexIble Development) may be ImtIated pursuant to
Section 4-502 B by the applIcant or by any person granted party status wlthm 14 days of the date ofthe
CDB deCISIon The filIng of an applIcatIOn/notice of appeal shall stay the effect of the deCISIon
pendmg the final determmatIon of the case The appeal penod for your case expIres on March 1, 2005
(14 days from the date ofthe CDB deCISIon)
If you have any questions, please do not heSItate to call Mark Parry, Planner ill at 727 562 4558
Zomng mformatIon IS avaIlable through the CIty'S webslte at http.l/www myclearwater com! VIa the
"Zonmg/Parcel Maps (GIS)" lmk and "CIty Codes" lInk both under "ServIces"
v~
CynthIa H Tarapam, AICP
Plannmg DIrector
S \Planmng Department\C D B\FLEX (FLD)\1naCl1ve or FInIshed Apphcal1ons\Court 0830 Court Street VIllas (D) - Approved\Court 0830 Development
Order doc
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SECTIONS 1S & 1&, TO\NNSHIP 29 SOUTH, RANGE
1S EAST
CITY OF CLEAR\NATER,
PINELLAS COUNTY,
FLORIDA
VICINITY MAP
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Boundary Line
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-.}'" 35.30 I
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I 't Found 1/2" Iron Rod -.}'. X x I
\~ - No ~ - _ _ ~',}~ _ _ ~.:_ _ _ _ _~' ~~ _ _ _ __2'~.60.(P)x?;'~":.
Brick S/W N88'14'S4"W 137.46'(F) 10i~'i!.!'''t2; 1'2"
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6' Vinyl Fence I Found 4x4 Concrete
6' Vinyl Fence I Monument
is on Boundary No 10
Corner I S88-38' 38"E
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ISouth 0.2'
East 1.0'
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Found 1/2" Iron 60'(P)
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Found 4x4 Concrete
Monument
No 10
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Found 4x4 Concrete
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33.95
33.79
33.91
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See Detail
SANITARY MH RIM
ELEVATlON=34.12
NORTH
RCP INVERT
ELEVATlON=29.17
WEST
RCP INVERT
ELEVA TlON=29.21
SOUTHEAST
RCP INVERT
ELEVA TlON=29.68
Detail "B" Not to Scale
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LOT 2
LOT 3
35.79
One Story
Concrete Block
#507
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MFound 4Xt4 Concrete 'ELEVA TlON=23.84
onumen I I
No 10 -----.J
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~. 28.85 28.51 I i
: /,'/ DESCRIPll0N OF:
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Found 1/2" Iron
Pipe No 10
Boundary Line
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East 1.0'
LOT 6
LOT 7
LOT 8
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No 10
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CONC. WALL
LOT 5
The North 102 feet of Lot 10, Block 20, MAGNOLIA PARK, according to the map or plat
thereof recorded in Plat Book 3, Page 43, Public Records of Pinellas County, Florida.
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ASPHAL T
PARKING
and
Detail "c" Not to Scale
One story
Wood Frame
Building
35.19
34.82
34.93
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Lot 10, Block 20, MAGNOLIA PARK, less the North 102 feet thereof, according to the
map or plat thereof recorded in Plat Book 3, Page 43, Public Records of Pinellas
County, Florida.
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LOT 10
(North)
and
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35.82
End of
6' Vinyl Fence
South 0.2'
West 2.1'
35.33
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'No 10
Found 4x4 Concrete
Monument 60'(P)
No 10 59.0'
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BLOCK ...
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N89-34'57"W
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60.30'(F)
The East 40 Feet of Lot 9, MARSHALL & BRANDON'S SUBDIVISION according to the
map or plat thereof recorded In Plat Book 1, Page 27, Public Records of Pinellas
County, Florida.
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Boundary Line
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Monument
No 10
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34.11
and
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35.16
35.01
34.65
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34.03
Edge of Pavement
33.90
)(
33.53
33,31 33.17
1.0'
The West 20 feet of Lot 9 and East 20 feet of Lot 10. MARSHALL & BRANDON'S
SUBDIVISION, according to the map or plat thereof recorded in Plat Book 1, Page 27,
Public Records of Pinellas County, Florida.
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~3.18 x33.04
HAROLD COURT
(50' RIGHT OF WAY)
33.49
)(33.49
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and
29.36
Boundary Line
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-------
1.84
31.88
LOT 9
:1(34.89 X 34.99 35.14
35.08 35.15
I 35.11 1('/',
35. 35.01 Edge of Pavement ;:. '~c::{17"
34 99 -rn----n---vl ---'1II---vl---m---vl----1n---'1ll---vl " ".;' . ,
34~'0 *un Uc " ~E---'1IIlt~---'1II---vl---vl---'1ll---'1ll---vl_---vl---vI---vI---vl---vl---'1ll~' ---vl---vl_ ~d1~~"I~~ ~~~.
~~ 34 9 ~ one. "),:>' "j' ec nc ".. ., & Cap.' LEfF1 3~""""'---vl-;:'ln~----n .:"
.... a~ 34.91 Ramp x B ''''- -.}' " ' rr" _ $18" ." ,
35.25 ':to x., "~:':. oOx (". :~~, x , .i:t~' Telephone Box ':> .,,,~ .<,. ")")"!> . " '}
34.85 U2 ~~.::.., 34.64 4.89 '>';L~f:' '... ",;' ,~ < ~;l:<: X..J" :::~.;', ..:.. ~ _::,Jji'?: _
530 352 3~'a~ ""... r - - 34.8r ~ 4.ll_ -r'~ - - .......'.~ - - - T - - - - -:-;<F3-;- - - - - - - - - ~!/jl ;.(,. ,'3,>>
34:88 3(8!' I't~~~ ~~~trlc .:'~8"'0<'\;'::~" - - -XI - - ~ - __ I '.h 3" 60 (p/"'r
I ~~~ f~,:;:~'/\~j..~ .:.:!," 'x.
11 ! '8'~~:~~~<~~~. t'r'. ! ~ i :,:'::';:';'~;~
34.52 " . ~.68 30,1 _ -*"2Q.SL
1/ ':::-~~~... i/ - - - - I - - - - *-29,..7.. -"""*-2~ 29.8 ")..A,d;'18" ~
'~~, OUTFALL 1 " '"':>-
,I I" STRUCTURE I '\ 29.7 I Top of Bank--..-/""
i ""iL.. ~.~.4..i. .f ~~~~::::~;; ! x ".8 : ~2~ L","~
J ,...F>fi: I ELEVATION=31.19 I - >4 2~~E?
I I I 18" RCP RETENTION POND I \
II LOT 12 I INVERT I \
/t I ELEVATlON=28.72 LOT 11 I LOT 10
".,,/ t59 t 29.9 X ".8 X 29.9 X 29.9 I VI. 29.6 .<46
'h~~~\) I 30" RCP I ! i P of SIOP~ ~i:ii{
=====:::========== I ELEVATlON=30.23 I I I f=
!304 I 298 30.1 I 29.L - - J 29.9 t
)lE--'- _ 30.2 I _~:..- _ _ _ _ _ -*" _ --~
---~-,-------",,- I
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10" cJ;Q~;;"8" i~cb'5~i;'. _ _ _ $'(::;;;~ ...,.d'~_ _ _ ,""'J;,,',;,;:;,II' 3
- - - - - - t\~;.,.'.::':.~:,I!~{,;.~.~...,...:.:...:..'.'.-'l,~,'.' 10=- - - t...,:~~..;:~.,',".;...,..,'.:.........:\:..",- - - - .,,', j "',,-,,.1:, .
':, ,< ,. " \,,'~.,';j:;~~;:f~~~~~;>;~.:;j.
3" u' 3"Concrete' Ide alk
35.17
35.04
Lots 7 and 8. MARSHALL & BRANDON'S SUBDIVISION of Block 7 W. WAl.LACE'S SUBDIVISION
as recorded in Plat Book 1, Page 27. Public Records of Pinellas County. Florida.
34.68
34.27 34.11
33.92
33.73
33.17 33.00
0.5"
32.88
....
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NORTH
RCP INVERT
ELEVATION=26.30
GRATE INLET
TOP=30.99
LOT 8
SURVEYOR'S NOTES:
Detail "0" Not to Scale
1. The survey shown hereon was prepared with reference to Ownership and
Encumbrance Reports, order No. 40208548CC, and order No. 40208547cc from
April 18,1974 through April 18, 2004.
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SOUTH
RCP INVERT
ELEV A TION= 26.45
EAST 20'
LOT 10
WEST 20'
LOT 9
2. No underground Installations or improvements were located as a part of this
survey, except as shown.
3. Ownership of this property is subject to opinion of title and is not expressed or
implied by this survey.
"'-0\..-,
16.3'
WOOD '0
oj
I DECK
... I
c ro VljOO
E:rl DECK
Q)....
Ul
011.I
wg
>.u..
~ ..
+i-
=>m
-0""
c....
o~
Vo
I 0> 0
om
I c .
'0 cr:
L. .
100
. L.
lOG>
....0..
I 11.1'
I
,
I
I
I
,
I
I
I
0::-'
'-./
~I
~I
,
I
I
,
I
I
,
,
I
I
~I
ro
I
I
I
I
I
I
~
!j
1 99 ~!
w:
.. '
lri:
Ll'):
Nt
N:
. i'
aa:i~ '\ "
.5 ; i a:: :'.P'29.93 ~~9.59
C/),w
lb x~....:..~ GRATE INLET
")(). :: TOP=30.91
NORTH
RCP INVERT
ELEVA TlON=27.17
35.27
34.83
;;;
32.30
Boundary Line
PORCH
4. Last date of Field Survey 05/03/04.
5. Bearings are based on the South right of Way of Harold Court bearing
S89"29'22"E (assumed).
~?\,14"
-~"', ~J14ff~) 'r< I
t,~ ~~,l.",r,,,... ".,.~"...,
'V""!:':"\~f'i'\'z" '\:" ~ ('~"
i.,'"., .. ", 1-19"
~,... "lf1 I(:':~ \'~~"c r. >..
,,,,,.f ,.
;" <, "i;
',:,{I.I,;;11"
I
One Story
Wood Frame
Building
0.9'
'"
ci
N
....
~
o
(.)
Q
.....
o
It
~
I~
6.1
I
10::-
I~'
. n~
I~ x ".)v'
I Found 4x4 Concrete
I Monument
No 10
One Story
Masonry
Building
38.4'
35.24
34.78
,
I
I
,
,
I
,
---------__1..
N89-25' 37"W 47 99'(F) Found 4x4 Concrete x - -
x . Monument "'~"!>
"J"''? 48"(P) No 10
~W
,,,J'0'l,,
~ '(i <'~29"
\1..~..ltl'l~ }
6. This survey was prepared expressly for the entities named. No other person or
entity is entitled to rely upon this survey for any purpose whatsoever without the
expressed written consent of Burcaw & Associates, Inc.
Found 4x4 Concrete
Monument
No 10
One Story
Wood Frame
Building
BLOCK
20
(~r~,s ~
""('15
I
I
7. Attention is directed to the fact that this survey may have been reduced or
enlarged In size due to reproduction. This should be taken into consideration when
obtaining scaled data.
8. Subject property appears to be located in Zone "X"( areas inside of special flood
hadzard area) per F.I.R.M Community No. 12103 C 0108 G dated 09/03/2003.
.1fiI.2lIl
..lY',"1.I"'(;~
';~:. ~[:::~';2"
LOT 9
24.3'
9. Elevations shown hereon are based on City of Clearwater Benchmark stamped
"E-06" having an elevation of 23.382 feet based on NAVD 1929 Datum. Located
at the Northeast corner of Chestnut Street and South Myrtle Avenue.
~{i/ih ~
7>?-",(",,(J 2
:..4i~'''; I
'~~ll:t.>,\"{'
34.92
Detail "E" Not to Scale
I
I .\"\!,'
:':~" ~"" !" ~ 19"
, Concrete'" .d,~ '
I Slab~
BOI~ I
I
:: "..........
~LL
N '-'"
":q-"(o
I")~
- .
om
OV
(J)
EAST
RCP INVERT
ELEVA TlON=2S.64
====~=== .
8" RCP ~H RIM
ELEVATlON=29.07
;';:::;~:>6"
nlb
".)v'
X
OlbO
~.
x .21
~~
"j
x
I 34.41
I
I
I
I
L_______
30.4'
Two Story
Wood Frame
r: Building
CD
N 60'(P)
79.96'(F)~
<(
::2:
~
>.
J:>
E
o
o
10
o
PINE STREET
(50' RIGHT OF WAY)
(NOT OPEN
UNPAVED)
r:Ii~
'\i
x
")"~
x
)1;
CERllF1ED TO:
TOP GRATE
INLET
ELEVA TlON=34.23
EAST
RCP INVERT
ELEVA TlON=30.29
I
10
o
o
N
<"0..>
II
II
"
II
Colonial Bank, N.A.
Lawyers Title Insurance Corporation
Harold Court Townhomes, LLC
Found 1/2" Iron Rod
& Cap LB#6113
(I,.~On
".)o~
19M
CONC.
33.04
32.71 32.74
Edge of Pavement
32.69 32.96
32.61
32.73 32.54
~.'~"..::':n
" "....'..
c
o
-,
Iitiii:!!!!
32.47
\:'(..~~:~:?6"
32.08
<,i
c
o
-0
~
o
a:
NORTHWEST
RCP INVERT
ELEVATlON=30.29
64"
CD to
.... ....
zioz
o :ri 0
G lO G
w w
V) V)
,,':>
")",
X
X 33.17
X 33,11 ASPHALT PAVEMENT
X 32.86
PINE STREET
.......
q;
"8
~
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.
-0
I-'
to-
;9-
C1>
.
~
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o
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III
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e
o
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<D
o
en
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(/1
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C
's:..
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(/1
,/'
III
U
.!It,
o
~
G..:
31.68
32.82
LEGEND:
32.76
32.50
LF:GEND:
32.06
Edge of Pavement
-Ul.--UI.--UI.- =Overhead Wire
&lB =Water Meter
~9 = Water Blow Off
@ =Sanitary Manhole
o =Bollard
T =Guy Wire
32.41
=Maple
=Oak
, ">. :'\ '\ \ ,
. 1M'
',\, \i_. N 4
~ ,;:".:.,...,.....f,(--;:.,
... ,\t:;t "JUt ". ,
'/IJ~ '<.,\.~' I, I
w . ," 1:Z ~\ ~ --1/",// 5-
---- -------~~-~~~~7~~+U~------------------------------
;". . f,', \ Ii. ',", '.~ '-"':, ", . It"J
,\' STATt or .:f.,\.:
EARL W. RAMER "~\.". rr ('rllfl~ .. ~ /
REGISTERED PROFESSr0J)lAL :SDRVJ>Y0R.: AND MAPPER
State of Florida License ,'#061iq':\~c)tyalid without the signature and original
raised seal of a Florida licensed Surveyor and Mapper.
=Magnolia
=Pecan
46"
f.;
'.,,1
Found 4x4 Concrete
Monument
No ID
=Chinaberry
=Palm
54906
pjt
JOB NO.
DRAWN
DESIGNED
CHECKED
QC
SHEET
=Cherry Laurel
=Citrus
Date of Signature
=Camphor
EWR
EWR
<"0..> =Utility Pole
1 =Guy Wire with Arm
1
3'-4"
in
4'-4"
5'-5'
9'-n"
w
~
ci
c.J
i
a-... 8-
I-~ ~
~-
...
...
o
III
~
:J
...
u
2
8- Vi a-
-- III -=--
8'
...:::-
'lot
~ in
1/):,.. , 21" r 1" .....0 1"
oll~ I/) ~ 2'-0"_ 2~ 2~
...] I ~I 1-1* 1/);"
.~ ;,. "';~
6i~ 8- ;., e' "':b .I
'Is 'i- ~ ",,,,...
~... ",0
0"8 ot 6~
Z:z ....
"""' PLAN 0'8
~~'i z:z
j ;Z-II( . fE
~in!1s si' 3'-4' 5i' -I.s&
-\"- ~I~~=~~~ ~d\~ 5i'
~ 2' CI. 1 l'-E)'lI Bolt
--t..::-o 1 ~ See Index 201
I N! I ~
,I-- ~ ~~ r---...(14 Bors 0
co , 12' Ctrs.
SECllON
TYPEC
'lo
2~~ .
I
.
l'iot
in
'lot
T 4'-1'
~~ ~
in 21" 3'-0' 21' It);.,
~ 'b oil ';; ~
~ 'I e' 'B' ... = I
It);.,in..... 'f "'" .c!;"
"'';; ;,. - '"
... = 6~
6i ! ~.,;
~Is 'lo ~~
~..... - x...:
o '8 PLAN >l ~ .i
Z;z ~II(
II ""' ~~~
>l ~ .Ii
.11 j.s ~.1" 4'-4" ......-5i' \
binllls 5t- 1 3'-0' 11/
> _ Ui ..... .. - . ,......... ~
\L r Grate- c +- j:"t
-.II .x.. CI. 1 ~'E)'lI Bolts
I' 0 See Index 201
+ ~l t
'10 ~,' -- ........ t:l~1:trs.
STRUCTURE BOTTOM FOR INLETS TYPE C, 0 & E
21'
, -I Of Pipes --0
Dla. + 1'-6-
T)'pe C 2'-0-
T)'pe D 3'-1"
T)'pe E 3'-0-
T)'pe C 3'-1-
T)'pe 0 4'-1-
T)'pe E 4'-6-
,
'I
;.,
.....
.
o
I
;.,
1'- l"
a-
~
~
B"
~
l'-,2l"
6'-7'
a-
~
-- -
fo- ~
'10
'Io~
2f../
PLAN
PLAN
9'-0"
8'-7"
5'-5' 5.1"
4'-1" J <J
I r ~
r Grate..--/"" +, :T
-.P X ~. ,~: ~~~x 201
L 0
1..1 ::,... t: 1 ~~r~trl.
_ J-----. ~ N~ .L
<<>> + ---- .-- ---
1'-2fl
11'-2i"
r J~ "-- Grate~ 1
~ ~ Se;~~~ 201 1
.~ ~ ;-B" I~'
I. I~
~ ~. ~l I ~ '4 Bar.
.-1-- l' ~ ... 1-0 12' Ctrs.
,., -r- ---- -. , ---- _____ .....A......- _
a"
-=--.
6'-0-
Unless Otherwise
Shown On Plans
.,;
4(
3'-6-
Unless OtherwisE
Shown On Plans
NOTE: Alt. B Structure Bottom Only. See Index No. 200
SECllON
TYPE 0
Recommended Maximum Pipe Size:
3'-1" Wall-24" Pipe
4'-1" Wall-36" PIpe
SECllON
TYPEE
Recommended Maximum Pipe Size:
3'-0" Wall-24" Pipe
4'-8" Wall-42" Pipe
SECllON
TYPEH
GENERAL NOTES
Recommended Maximum Pipe Size:
2'-0' Wail-lB' Pipe
3'-1" Wall-24" Pipe
I 2'-4" .1
4n 11" 2"
ll~ ~ :.r~" ~ ~1;"
TYPEC
Approx. Weight 235 Lb..
I' 2'-31".,
-,r;---.
~ .,,,
~ Ii! !
"'1/)
-~
TYPE C
Straight Bars 2",'
Retlcullne Bars 11 x ft"
Bands ll"x 1"
Approx. Weight 1 DO Lb..
...
"C'
/
DOWNSPOUT
ROOF LEADER CONNECTION
TO DOWNSPOUT - REFER
TO ARCHITECTURAL PLANS
BUILDING WALL ~
~
SITE CONTRACTOR SHALL
jlNSTALL ROOF LEADER
_ CONNECTION TO THIS POINT
1= /FINISH GRADE
, ,
.'
'.'
t, V 45' FITTING
,
BUILDING FOOTING \
\
[MAIN LEADER
[45' FITTIN~
TJI 110
s:
en
m
>-
.D
E
0-
Il')
~
......
......
I
II')
8
N
:g
C
CD
-,
C
o
~
o
D:
CO
e.
NOTES:
1. REFER TO SITE PLANS FOR PIPE SIZES AND SPECIFICATIONS.
2. SITEWORIK CONTRACTOR IS RESPONSIBLE FOR ALL LABOR AND MATERIAL UP TO THE DOWNSPOUT CONNECTION.
3. ACTUAL DOWNSPOUT CONNECTION SHALL BE SUPPLIED AND INSTALLED BY BUILDING CONTRACTOR.
2' MIN.
RO'OF LEADER CONNECTION DETAIL
N.T.S.
//,/' ,..',// / /,/ ,.,/ ,,'
~
,//' // o'"
// "///,/"/'/"
r
I".'
I'
I'
".
:<
".
,.,
Suitable backfill compacted in 12-inch
lifts to 98% of the maximum
modified proctor density
. ,'.
. ....
~
'0
cD
C)
CD
r:::
.~
o
.!!
S
Q)
o
01
co
It)
"<t
9
U)
r:::
CD
D:
r:::
o
'B
~
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~
r:::
C)
.~
9
~
o
co
It)
9
g'
'C
CD
Q)
r:::
'61
r:::
w
~
.~
9-
Ii.:
.
N
....
Suitable backfill compacted in 6-inch
lifts to 98% of the maximum
modified proctor density
,
'.
~o~ './
.//~ U./'.. ,.... I>
./ . . / / . ...J
/ '<
Compaction by hand in layers of
6 inches, lightly consolidated
to Centerline
.'
.' .'.
.
Recommended Maximum Pipe Size:
3'-0" Wall-24' Pip.
; -B" Wall-1-88" Pipe
2-30" Pipe
1. These Inlets are suitable for bicycle and pedestrian areas and are to
be used In ditches, medians and other areas subject to Infrequent
traffic loadings but are not to be placed In areas subject to any heavy
wheel loads.
2. Inlets subject to minimal debris should be constructed without slots.
Where debris Is a problem Inlets should be constructed with slots.
Slotted Inlets located within roadway clear zones and In areas
accessible to pedestrians shall have traversable slots. The traversable
slot modification Is not adaptable to Inlet Type H. Slots may be
constructed at either or both ends as shown on plans.
3. Steel grates are to be used on all Inlets where bicycle traffic Is
anticipated. Steel grates are to be used on all Inlets with traversable slots.
Either cast Iron or steel grates may be used on Inlets without slots where
bicycle traffic Is not anticipated. Either cast Iron or steel grates may be
used on all Inlets with non-traversable slots. Subject to the selection
described above, when Alternate G grate Is specified In the plans, either
the steel grate, hot dipped galvanized after fabrication, or the cast Iron
grate may be used, unless the plans stipulate the particular type.
4. Recommended maximum pipe sizes shown are for concrete pipe.
Pipe sizes larger than those recommended must be checked for fit
5. All exposed comers and edges of concrete are to be chamfered 3/4".
6. Pavement to be used on Inlets without slots and Inlets with
non-traversable slots only when called for In the plans; but required
on all traversable slot Inlets. Cost to be Included In contract unit
price for Inlets. Quantities shown are for Infonnatlon only.
7. Traversable slots constructed In existing Inlets shall be paid for as
Inlets partial, and shall Include the cost for slot openings, paving and
any required replacement grates.
8. Sodding to be used on all Inlets not located In paved areas and paid
for under contract unit price for Sodding SY.
9. For supplementary details see Index No. 201.
INLETS
II CAST IRON GRATE NOT I
II PERMITTED ON INLET TYPE 0
3'-4" 1 _ 21"
~1J~~1;:~~ r
i-
~, '.'
" !'.>:~/',
~L,""/,;;;,,;
~ t I,"""''','''' "" .....
I
;,.
~1~l"111/,-8"
.~.i; i..
J. i, Hi.: ,l'
i' ~.... ii, '0: i'" i"
;., P"'!","'!'
~ll !:i,:i!,,~,~! : '!"
td
~ri, 8'-8"
'11 r2-l"
i"lI ,
','i,,';i;, ~
; ;.: ~ ::;;! ,"'1
.[! ~ r
.:\)' f'"
';;"',;;: ~
I~~" .
,I
r--li Of. Grate
1d F ~
(1I ~t
~
I
;,.
~L
"1="'''''' ..
- i.. ".
,,~:""
'..:... :"1,
'I 3' 4" I ~ J_
<i... . . ~
~LWi" ~~ .Jtyr
HALF SECllON CAST IRON GRATES
TYPEE
Approx. Weight 485 Lb..
TYPE H
Approx. Weight 725 Lbll.
CAST
IRON
GRA TES
I"
'I
6'-si"
31 SpaCCl. .,,"
32 Bars Oft"
Ban
3'-4"
4'-41"
~" 1'.1"'
~B~{
~6t-.B! )
... It) III
~ ~
Band
TYPE 0 TYPE E TYPE H
Straight Bars 2"'" Straight Bars 2"," Straight Bars 2-x/e"
Reticulin. Bars 11 x ft" Retlcullne Bors 11 x ft" Retlcullne Bars 11" x ft"
Band.1i"x1' Bands1i"x1" Bands1i"xl'
Approx. Weight 1BO Lbs. Approx. Weight 215 Lbs. Approx. Weight 315 Lbs.
NOTICE: Steel Grates Are Required On Inlets With Traversable Slots And On Inlets where Bicycle Traffic Is Anticipated.
~
eI;e
'i:# I 0
t Jj {
N ~ !
c
o
III
fll:
FDOT INDEX 232
DITCH BOTTOM INLETS
TYPES C, 0, E & H
STEEL GRATES
PAVEMENT
ROAD BASE
ASPHALT TO BE
;; LAPPED &: FEATHERED
PIN. SURFACE JOINT
(SAWED)
../
.. ,J. i.... < ...., -X-C0T/ BASE
' I, '1", ,:::,.,.,.' . "'. "......< ,. /" / .'.' ,...."
.' 1<>:, '--6" STABILlZEDT BSE I." ..,
MINIMUM LBR 100 I;'
~ L:...---.
r-- ~ CLEAN. DRY BACKFILL
6 IN. 6 IN. MATERIAL ONLY
. .s- TRENCH MECHANICALLY TAMPED
<: ~ IN LAYERS NOT TO
.' EXCEED SIX INCHES.
98" OF AASHTO T-180
DENSITY LBR 40
SPECIFICATIONS: PER FLORIDA D.O.T.
TACK ~~
TYPE III
OR -;
TYPE S-1 -AC.
1-1/2 IN. MIN.
EXISTING GRADE \
'" "S\ '.', .,..... ',",'. '.",'. .,..... ....... ....... '.",'. '.",'. ...,.."..... .....'. '....'.1:<;/.. "."7 ,/ - T
'" . .... .'.' ,'.' .'.' .... .' . .... ,'.' ,'.' " . .'.' .... .
/ I;~,:::,
:< ,.
.;'
>
,o'
..
.t
.../
/<.
."
>
"
,
j
z
:i
Z
q)
I')
I"",'" .
I:,,>
COMPACT IN
12" LAYERS
'" ..,........,...Lj/:"'o. ....,. .....:..
< ',". .:. '.' ". :'., 'i > :'.":.' '.,'... '.:'.
f' \: . . . . . . ',,':' -' .' . . ,"
>: '..' ." '" ...:...... '...., ..<;
2'",,:: ',.'. ,',' . .' ''"'''-=-:/ . ','. ,".
1:><' .14 .' ~I~ .1
, 2 IN. VARIES , >ON
(,.....r)I(...\~'^ L
r. I h "1 \, 1-.1<
~..... ! \ . \.~" \I t \
1'"
"..>
'.'.'. ....., ....'. ....., '..... '.'.'. '..... '.'.', .,.... ','.'. '.','. ',....
BASE MATERIAL SHALL BE ONE OF THE FOLLOWING:
,/
.:.' :
:. 12" ABOVE
....< PIPE
/.' I')':~OMPACT IN
",;", 6" LAYERS
'..'
/ ' '. ., '. '.p " '. '. '. . k::,:>/,
/? > Vs c;STEOWRE'~R . .............................. ~5:y;i
....< '.'.' .',' ,'.'. ,. .'.' .',' .... k
0, . ~M~I~ ~~i
..- ^ "
1. 6 IN. MINIMUM - TYPE S-1 OR TYPE III ASPHALTIC CONCRETE
2. F.D.O.T. APPROVED 8 IN. MINIMUM SHELL BASE.
MINIMUM DENSITY SHALL CONFORM TO AASHTO T-180 LBR 100.
3. 10 IN. MINIMUM - CRUSHED CONCRETE (COMPACTED).
TYPICAL REPLACEMENT ROAD CUT
N.T.S.
A
V
'.
'\, "
COMPACT IN
3" LAYERS
L
o
o ".
12"
(TYP. )
:~ 0>'~
--12"-1
" .,
,',,' /" r'\':/
".,">;'-" ".
. -,~
:~//;~:,::'\<;~/.~"<;.I); .
I 12" '.' .
... ..
,.',-, . \' .'
,',- - ,/ .'-,.,'''
,
~
,. ,
''0
o.
," . ,','" ',.
f:>
"
.
,''''
,.'0
.',
6
o!~ .
'0
o.
o.
0",
PIPE DIA.
., : i "
::' '", y, ;;.'; :'':.;':> ',' . ..'
',o/A. ',; .', ....,..,.:' , '
.", ,',' ";>;'." ~,
:.i.' /, " .'.,~". ,:':. : '
". <>i ,,': .;;\;:,\':/ ' i. ,;: ':. ., '"
,'\;:. c.,>;?"
;[ ""!c;\;,i.,". :!::' ',..,",' ,:L:;,,"'.:'.. .',..,1\,",;" ,i', ",.,:'i, :" .:::...,....'
BEDDING-f,"<'//', r:)'1 ",,',}.: ,:: .:>i: '; 'r:"
DEPTH P;".L: ......,,'><,~. ';:'.,,';..:,' "
(SEE NOTE 1) :'~:t:'::;':''''f \.. ..:.," ;,<.<)2'<:;
':".;:;':'6',"'<, "',;",""':>.>.;':.""', ,",.":..':,'" ;,,', ..' ',,)'.,"i'.: \ "I
",': '.:.'
..
I
.;
\ .....:.,0<
NOTES:
1. Type 2 trench is defined as a flat-bottom trench. Backfill lightly consolidated to
centerline of pipe.
2. This standard shall be utilized in the absence of specific standards, The standard
of the agency controlling the Right-of way shall govern unless otherwise directed by
the Engineer.
3. Suitabl'e backfill shall be defined as material free from cinders, ashes, refuse,
organic matter, boulders, rocks or stones, or other material that in the opinion of the
Engineer is unsuitable.
NOTES:
1. TRENCHES LOCATED UNDER PAVEMENT SHALL BE COMPACTED TO 100
% OF MAXIMUM DENSITY BY A.A.S.H.T.O. T -99, METHOD C.
2. TRENCHES NOT LOCATED UNDER PAVEMENT SHALL BE COMPACTED TO
A FIRMNESS EQUAL TO THAT OF THE SOIL ADJACENT TO THE TRENCH.
3. REPLACEMENT OF PAVED SURFACES SHALL BE MADE IN ACCORDANCE
TO APPLICABLE LOCAL REGULATIONS.
TYPICAL TRENCHING,BEDDING
AND BACKFILL DETAIL FOR PAVED AREAS
N.T.S.
NOTE S:
1. BEDDING DEPTH SHALL BE 12" UNDER SANITARY MANHOLES AND DRAINAGE
STRUCTURES, 18" UNDER SANITARY WET WELLS.
2. IF STRUCTURE INCLUDES WEEP HOLES, ROCK SHALL BE WRAPPED IN FILTER
FABRIC THAT MEETS THE REQUIREMENTS OF F.D.O.T. SPECIFICATION SECTION 985.
r ..
TRENCH BACKFILL DETAIL
N.T.S.
STANDARD BEDDING
N.T.S.
JAN 0 6 2005
(
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DRAWN
DESIGNED
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C")
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04560
ALG
ALG
BW
MDC
8
BASE SLAB
r--ID
II/EX. San. Sewer
I I
...........~
. .."...
. " ,." ,', .
~. :;.'~':' .A~": ~ "\ ~ .5
/. - ." . . . -. ^ " :::E
.; :~.:A~~ >~ '/j.~.:::.:....'~~..:A \ \
..~..... ...., . ~.;n.:-.:~..:.. A
.SLOPE" ..... :. .' ., . J
;: 'f!ENCH~:'; '/-0 : :'..:.;i.; .~>.:
:..~.:<:/; ."~'''~
':':.j:.':~;':;;T}W )01/ J 11." ..... -..u
'" '~':.:./.".~ ......<.ry
~'. ~.:.;..:: ...~/ ./ /~~
..i" r::~:~.I.:t:::/
'~r""''''l~ .
I I
6" Min. .11- -j I 6" Min.
Ld
tiQIE.S;
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 shall be checked
regularly, especially after each rainfall and will be cleaned out and/or repaired
as required. ~
~ LAKE
AMERON T -LOK LINER
r----..
l z:,...,..
.-.-:R
A
l
REMOVE TOP SECTION
OF PIPE
~ Preassembled Silt Fence
/ or Strawbales (optional)
ADJACENT
HOME
PROPOSED
FOOTPRINT
OF HOME
ADJACENT
HOME
REMOVED SECTION OF
PRECAST MANHOLE
I
DOGHOUSE MANHOLE PLAN VIEW
"
PROPERTY LINE
Evenly spread straw
from aproximately
4-5 strawbales
full width of R/W
(usually 15 feet)
~~
~,
~
'- CURB & GUTTER
AMERON T -LOK LINER
~
V
____PRECAST CONCRETE MANHOLE
(SEE STANDARD MANHOLE DETAILS)
~ CllY STREET ~
v
REV.
TOP OF BENCH TO MA TCH
TOP OF MANHOLE CUT OUT ~
RUN PVC LINER DOWN TO ~ ~ /
8" ABOVE MANHOLE FLOOR...............
~ :-...... __ ---MONOLITHIC POUR OF INVERT &
REMOVED SECTION OF -----t" ~ ~~V%. ..------::::::---- BENCH w/CLASS "D" CONCRETE
PRECAST MANHOLE -~: ~ '.': ~ ..J.~ ~ '. ,,::~' "~ I jS.5
. . .~ . ~. . . _;/ ." ". .5 . 4 ::E
:........... ... i.t ~';,.. ." ...~~ ,'..
.r-- :-~. ." ._l------POURED CONCRETE FLOOR
L- ----:.:: .... "~" .. 3,000 PSI MIN.
_l---
APPL Y BONDING AGENT __ II."Uln
/REMOVE TOP SECTION
// OF PIPE
Building Block Laid 6" From Throat
Web Horizontal.
---
Roll of 12 1/2" Guage Welded
Fence, 2"x2" Mesh, 8"-10"
Diameter Filled With 3" Stone.
""Uln
**
Spacer Block
*Il" A"
R" *,,"
4.' .0"
* EXTENSION REQUIRED FOR
DOGHOUSE STYLE MANHOLES
* * TYPICAL WIDTH OF OPENING IS
24" FOR AN EX. 8" PIPE
SECTION IIA_AR
r1/A'MERON T-LOK LINER
.... " TOP OF BENCH TO MA TCH
TOP OF MANHOLE TOP OF CUT OUT
CUT OUT~
6" jSLOPE BENCH
FILL ANNULAR SPACE BETWEEN
MANHOLE CUT OUT & EX. PIPE i'....
S J: ~~.~:~~:~" ~~M~,vk TOP SEGnON
Ex. San. ewer ~ I ......... .., " . . '.'
~ .~.....~ ..:~..."..:.'~.: ~.;. ..'.: ".~
MANHOLE BASE SLAB I '::....' ;.' .:.~. ,"~;" : ':". .: .: :~. -:
& WALL (BEYOND) ~~9.J!P:~ ~
NON-WOVEN
F1L TER FABRIC
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.
REV. DAlE
SECTION IIB_BII
57 STONE
(SEE STANDARD PRECAST
MANHOLE DETAILS)
2"x2" Stakes
2' in the ground
Wire TIe
Baletl butted
tightly together
.~.,.~~:iS}t.~.. "
~".",r""'"'"
...-.... . 't
:::~::!~~~.-).;,>... . .
.....~~ ~~I--~ 't
..... --'
..~.;:.r:.~..:"..:~':;. ~ 't
.,'~;'::;;:,':--: ;:~::'~' ~
.;.......,....,...,..,. .........~~ I--:: ,,,-
'j.'.:';:,.~..,l;'.~.;,... ~~ T
t~6.~i:;i.i::;..t~~~ 't
't 't"'~ 't 't
't 't 't 't
~
STRAWBALE SILT BARRIER
~owl
I (Silt Stop
post............... l-.I
Backfill
't 't~
't 't 't 't 't
-- ____ 't 't
~,.. ~ '1 ~ -~ ~
~<:';':ZF~>~~~.~:<:~:>-::..: ., 't ~ 't 't. 't
. "''';;~?;~~~i;:1j;l;;i~ii~~~~~;~?i;::7
. "
....,
Native
Soil
RECOMMENDED
TOE-IN
PREASSEMBLED SILT FENCE
DAlE
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
SINGLE FAMILY HOME 2Yt~"%e
EROSION CONTROL DETAIL INDEX NO.
TEMPORARY STRAWBALE B03
SEDIMENT BARRIER
REDRAWN BY
PM)
CHECKED BY
lIQ
DESIGNED BY
APP. RJlI
DESCRIPlla.l
1 OF 1
Spacer
Block
......
" .'
. ..
.'" _J{;i;1~(::.}:'t' .
:.....~~. .
.: '::);.'::....~~.~:\ .:~/~}::~.~: J'
'..... "
Spacer Block
DESCRIPlla.l
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
REDRAWN BY DAn;
T.L.M. 9 i6 /94
CHECKED BY TEMPORARY SEDIMENT INDEX NO.
APPROVED BY TRAP AT CURB INLET 604
NIP. 1 OF 1
SPACING OF POSTS
TO BE 6-10 FEET APART I
FILTER FABRIC
MATERIAL
~
en
ID
>.
.0
E
c.
II)
~
......
......
I
II)
8
N
an
o
c:
co
--.
DOGHOUSE MANHOLE
DETAIL & SECTIONS
l
2' MIN.
t~
~ ;,;"
"''''~>>0~ '
/'\; /("'< /(
, "'/'>;
BACKFILLED
TRENCH
8
I
a:
m-
e,
~
'C
a)
Cl
co
c:
"e
o
.!2!
~
01
o
~
..,.
9
U)
c:
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a:
c:
o
'B
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c:
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c:
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9
~
o
co
II)
SS
C)
c:
'1::
i
c:
.c>>
c:
W
fj
CD
'2'
a...
.-
Ii.:
FILTER FABRIC MA TERIAL\
SECURELY FASTENED TO
THE POSTS OR IF USED
THE WIRE MESH
)~
WOOD OR
STEEL POST
.'"
APPROXIMA TEL Y 8 INCHES OF
FILTER FABRIC MATERIAL MUST
EXTEND INTO A TRENCH AND
BE ANCHORED WITH COMPACTED
BACKFILL MATERIAL
..
RUNOFF
I ~~~~ ~l\."">"-""~"
/<0<-< ~ 'y APPROXIMATE
"-)>;>; V~;:.. ~ 4-INCH BY
10 INCHES ~-\ ~~~ 4-INCH TRENCH
(MIN) ~ ~~
)>~ )S%/0
<<~ ~~
/ ~\~ )' J Y);:Y)-;
REV. DAlE
FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL
CAN BE ATTACHED TO A 6-INCH (MAX) MESH WIRE
SCREEN WHICH HAS BEEN FASTENED TO THE POSTS
ATTACHING TWO SILT FENCES
~ mr--mr
PLACE THE END POST OF THE
SECOND FENCE INSIDE THE
END POST OF THE FIRST
FENCE
;-
I
ROTATE BOTH POSTS AT
LEAST 180 DEGREES IN
A CLOCKWISE DIRECTION TO
CREATE A TIGHT SEAL WITH
THE FABRIC MATERIAL
DIRECTION OF RUNOFF WATERS
1 1 I DRIVE BOTH POSTS ABOUT 10
, , 'INCHES INTO THE GROUND AND
BURY FLAP,
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
INSTALLING A FILTER
FABRIC SILT FENCE
DESCRIPTION
DRAWN BY
BVD
CHECKED BY
B.G.
NIP. OESIGNEO BY
~~~
7/02
INDEX NO.
607
1 or 3
I
~t>-RWA 1'/:-
v'" C '1>
ccccc
ccccccc
~ STORM ~ [
ccccccccc ""
c c c c c c c c c ~ NON-PENETRATING
F' J;;t '" PICK HOLE
LOR \ 0 r
COVER PLAN
&
i1'-10*"1----.L
~---T~"
COVER SECTION
NOTES:
1 - LOAD RATING TYPE M HEAVY DUTY
2 - TOTAL WEIGHT: 195 LBS.
3 - COVER WEIGHT: 105 LBS.
--~
At Terminal
Manhole
- -.....
I
)
(
~
~
o
u..
-
7
?
I
~
/
-
~
"
-..
~~ i~
-- ----
- --~
~
PLAN
26~"
20f'
VI
/
II
I,
22f'
RING
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
& 101/09/2002 Change Ring &r: Co_
NOlES 1.2 &r: 3
REV. DAlE
DESCRlPlla.l
REDRAWN BY
A.C. D. Kina
A.C. QoIECKED BY
R.J.M.
APP. ~SI~~U':lD.
STORM SEWER
RING & COVER DETAIL
See Index No.
201
~
~I
I~
Varies
~
Clay Or Cement
Brick Masonary
I
Square Bottom
Permitted
Shallow 0'- 4'
Standard 4..1'- 6'
Deep 6.1'- 10'
Deep 10.1'-. 14'
A
2'-6"
3'-6"
3'-6"
3'-6"
B
C
4' Max
6' Max
10'
14'
7'
7'
NOTES
1. All concrete to be 3000 p.s.i.,
with fiber mesh reinforcing.
D
3'-6"
4'
4'
5'
E
24" Max
30" Max
48" Max
48" Max
1 4/9/02
REV. DAlE
5/B"
Min. 4 Required
\
RING - HALF PLAN
.
N
....
o
36"
~23"~
21"
Machined Surface
N7
/~
1"- "- "- "
.
v
,
I')
--
~
t
~""
" .....
RING - SECTION
M. . W . ht 7" 232 Ibs.
Inlmum elg
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.
3. Perforated covers, when required shall be similar
to solid covers.
.
0)
....
o
.
,.....
t"-.,,~
(',.
REV.
t
.
<(
.
o Bottom Of
~ Corbel '/ _L...
r / "0" U' ~
B" _V / MIn. /": _ B"
_ J/ Or To Suit Pipe ~
12",V/- ~ -~12"
f ( ( "E" \' I
6"~ 6:~ Jk /~
.
lD
.
.s::.
. +oJ
U Q.
. Q)
Cl
,
:<-::'::~'.'. ':'. .:: ~:.,:. '4'. .:: .::.~.:. . A<'~:: '~'I 'l:T
'),"~"..' .p......~... ..4....'.4.~~.......1--Li
SECTION A-A ~"G"
F
8"
8"
12"
12"
G
#3 at 12" E.W.
#5 at 10" E.W.
#5 at 10" E.W.
#5 at 10" E.W.
t"ln1r'NAL
t f (''i ! t-) \' I
',j.\t~. \
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
Rev. Nates
REDRAWN BY
Novo
R.G. CHECKED BY
w.J.S.
NIP. DESIGNED BY
D.G.B.
STORM SEWER
MANHOLE DETAIL
!>~lE
3.100
INDEX NO.
202
1.1
DESCRlPllON
/
Required --
.
Pick Hole 7 S.
1-1/4" 1 t7 ~
~ R W >1~
<v ODD/'
'-../ ~
U STORM /0
000000
.o..S EWE R 0
o 0 0 0 0
or- L ~o
Non SkId
Pattern
Required
SOLID COVER
JAN 0 6 2005
.
V
,.
I')N
I ....
f:T 22-3/4" -I -- 0
.. ~
~~t
Machined Surface
SOLID COVER SECTION
Minimum Weight 128 Ibs.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
DAlE DESCRIPlla.l
REDRAWN BY
Novo
QoIECKED BY
w.J.S.
NIP. DESIGNED BY
D.G.B.
!>~lE
3.100
INDEX NO.
201
1 OF 1
STORM SEWER
MANHOLE COVER
~
Cl.l e
j 8
CJ... 'E
~ Cl.l
ov)
~1
i:: Cl.l
a ~
· 0
~ .1::
Cl.l >
Cl.l s::
. S lJ.l
bO ·
s::
lJ.l
< 0'\
~ f::
'3 LI'l ..
t'-lLl'l.....ooSci
~NOOOOZ
Q)~~ooU8
<> m('.l~ u'-g
t'd 00('.1 S'i::
..J:l '"t:l ~ oo'~ 0
~'J:: m 00 t'd ..g
... 0...... ::l
t'd-ool"f'l~<
..9, IJ.. .......00 =:l 'C3
"" ~~ ..0
j rtz >< ~. ~
~~O< ~
;;>(-<XIJ.. u
N ll.. ==
~ re
\0
~
~
~
.
u
~
~
tr'\
rJ'J.
Q)
~
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· ...-4
U
o
rJ'J.
rJ'J.
<
ad
, "
,-,,' 0 :8'7',"1
~, 0 (7) .'1'1'
~'.,.;\ '~<,~>,c.:..." il,..;,( .
(' ; '-';:~l . LQ '10, ~,
'.., . <::)
," :,~., ,i3'." "
:.J '~ '. )~~.", "" '''11).,' .~
, >~ It):. \
. -~ .' !).....!.~;~C?::::-.
\. ....;~ )~.. {( w.~~ ~ ~3': : ~
. I \ " , .~ Q..;:! ,,::
f,l, C'~., l ," ~.I
~.. '~. ...:4>,J.L,It.. ~
~.,,/. '- ,) 'E~..)::;~~\~':""}' L
~' , ',' ,'~~O" r 't, I"
, I l.,\ 'r~'''?-'''-'
',:~~
,
~
~
'-"
~ ~~
~ ~ ~
~ ~ ~
.:J ~ ~ ~
~ ~ ~ ~
gs lS lS lS
t ~ t
- '-" \S
'-" Ol
~ ~ ~
~ ~ ~
~ ~ ~
Z 1
~ ~ ~ ~
~ ~ ~ ~
w
a::: ...- N 1'0 ~ 10 CD
C/)
lU
::E
Q
J:
~
~
t-
ttj
~
C/)
t-
~
Q
U
e,j
...i
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u)
~
o
:t:
~
e
t-=
U)
....
~
o
(.)
.....
~
~
C\I
~
In
o
a:
Gravel Filler Fiberious Filler Material
2"x3" Perferred ~ / / Building Block or Drilled 2"x6"
'/ L 2"x4" TImber
Siil~ /.7.
7
~~lE
3.100
INDEX NO.
203
1 OF 1
,
JOB NO.
DRAWN
DESIGNED
CHECKED
QC
SHEET
9
cf
!
:::Ii
~
..,J
~
i5:
~
U)
::!
~
lU
Q
lU
C)
~
~
Q
oe
C)
~
Q
~
C)
i
C')
C')
~
-
It:
o
~
..
~
:&
~
04560
ALG
ALG
BW
MDC
0.75 in -I
~
en
a:I
>-
.c
E
a.
It)
~
......
......
I
10
(:)
o
N
an
o
c:
a:I
...,
i:::::
o
I
a:
s
......
-
l
~
=
::::>
i!
S
CD
o
01
CD
It)
..,.
9
tn
c:
a:I
a:
c:
o
'B
~
c:
~
c:
C)
'13
9
~
(:)
CD
It)
9
Cl
c:
'C:
I
c:
'6
c:
w
fi
CD
'e-
9:0
Ii:
I
~:\
\
30.5 in
I-- I--
L....
LONG SIDE VIEW
DUCTILE IRON COVER
AND LID
OR
POLYMER CONCRETE COVER
WITH DUCTILE IRON LID
-
...
I
Ii
'.
HDPE
METER BOX
k;>\ >/~>(./
.~ \
I:>@
~, ~
~:Ii~kf~~ \~~~~;>~~{ R'
r".;
'/ :j
~
TOP VIEW
I'
-.- \:1
SINGLE SERVICE METER BOX
.=
~
I
~;.'
',>: ....x./
~
.,' I---
~
~ ~ 1,;in
17,625 in
r----..
I
I- 3 in
_T_L~~~~..~\\ .
l SLOPe '/7. " J
1.~.'0,~
.~. ~, .'P.
\3, ~ ,J) / -
~ .... ./ / / lDIi
RDAOvrn SeCnON:~......... r.}.1..../' /
PReCAST MANHOLE '-- C-/'
~--~
10
,.....
I 7
Ii
"?~
r--m
---c
-:1-- 0.550 in
/Ex, San. S8W8,.
-
.. Ir
SHORT SIDE VIEW
"\
i
RDAOVE TOP SECnON_
OF PIPE
.......c
DOGHOUSE MANHOLE PLAN VIEW
SCALE: 1/2" - 1'-0"
AMERON T-LOK LINER...............
::::>
TOP OF BENCH TO MATCH
TOP OF MANHOLE CUT OUT............... ""REMOVE: TOP SECnON
~ V/OFPIPE
RUN P\IC LINER DOWN TO ~ ......... ./
8" ABOVE: MANHOLE FLOOR......... '- .......... ./
............. I.-- ---- MONOLITHIC POUR OF INVERT 8e
RDAOVE:D SECnON OF .......... ~ ~v'i V::::;....---- BENCH w/CLASS "D" CONCRETE
PRECAST MANHOLE - . . V '. ~.i
.:r-'- '.,..... 'It, _,..3.2
1-- - ~,
APPLY BONDING AGENT--I-- - ......
__~RECAST CONCRETE MANHOLE
(SEE STANDARD MANHOLE DETAILS)
......
RINlG - HALF PLAN
**
1_, ..
.
N
.. -'
"_ft'
" EXTeNSION REQUIRED FOR
DOGHOUSE STYLE MANHOLES
"" TYPICAL WIDTH OF OPENING IS
24" FOR AN EX. 8" PIPE
.
~
I")
I
r...
o
36"
~23"a
21"
1 Machined Surface I
N /
'"
/~
SECTION "A-A"
SCAlE: 1/2" = 1'-0"
r-
t1V'AMERON T-LOK LINER
TOP OF BENCH TO MATCH
TOP OF MANHOLE TOP OF CUT OUT
CUT OUT~
I.. I' SLOPE BENCH
FlLL ANNUlAR SPACE BETWEEN 10"-
MANHOLE CUT OUT 8e EX. PIPE
" i-r <E I - RDAOVE: TOP SECnON
1// '//// OF PIPE
~
T
~~
,,1
t
" " " '\.
~
\
RING - SECTION
Minimum Weight 7" 232 Ibs.
9" 27B Ibs.
Ex. San. Sewe,.""'------- ~ \..1
MANHOLE BASE SLAB 1
8e WALL (BEYOND) t... <', ..,< .<, 'if.;:':::
4' Min. i..,
.
~
NON-WO\IfN
FlLTffi FABRIC
57 STONE
7SEE STANDARD PRECAST
MANHOLE DETAILS)
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.
SECTION "S-S"
SCAlE: 1/2" - 1'-0"
DOGHOUSE MANHOLE DETAIL & SECTIONS
--v"r--
At Terminal
Lamp Hole
i
\
'/'
T T
\ \
-y-
I I
! !
0/'?J
"-
-
Cement Grout
As Required
9" When roadway base is B".
7" When roadway base is 6" &
all other cases.
ct
3'-0"
\
,
'I See Index No. 301
/
~ Clav Brick
~ ~ ~ / Mosonory
~ /j - % 1/2" Cement
Cement Grout -:( ~ / Plaster
os required ~Il _~~
B" Stub %11. B" %
.......... / ~ /
. lr --6'~1-- ,
i ~ _ I .
~ .. . . 0'.
r...":'<"'~C ;.... '!il;iCi ~,,",-'f1r.-;;:;,;:. I
r:,,-.::: .c.~.......~o&:.." 1..'! ~ .ro,,:...~~ CD
(See Note) / \\-.
/ "L- II 3 Rods 0 12"
6" Concrete Base~ 4' -0"
,
~~~ l\ ~~
~'Y;%.~ .1''- iV//."Y
<~~~(r '^><-~~"
~~~l\\. v/~~
~~);~"<
~~~
v):.
Varies
.
"
~
i
"\
'7 '7
,........
en x
CI) C
'L: ~
C .
>1')
.......
I"
-
.....,
~
\
L--
I
~
~,>
Plug
PLAN
Sauare Bottom
Perm itted
NOTES:
Lamp holes shall have a waterproof
bituminous coating on the exterior,
Koppers Bitumastic Black 300M, or
Proco EP-214.
Plug to be plastic with "0" ring or
VC with "0" ring.
P.V.C. pipe entry requires transite
manhole coupling accessory by
Johns Manville or equal approved
water stop coupling.
"'.
_","' ""vo-,. 1:=.,
6" or B"- 1/8
~
P1
l t--
Bend AI
Concrete Pad 4"
Thick x 1'-6" Sq.
~
1 r
Sewer Main ~
CLEANOUT DETAIL
N.T.S.
SECTION A-A
SECTION
REV. DAlE
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEP ARTMENT
REDRAWN BY . ~~'!:E._
Ag 11/07/95
CHECKED BY SANITARY SEWER INDEX NO.
W.J.S. LAMP HOLE DETAIL 303
APP. DESIGNED BY 1 or 1
T.C.J.
NOTE:
All lateral materials, including approved
Cleanout hardware, alre to extend to the
R/W or to the easement line as noted.
DESCRlPllON
N
"
LI- 9 5/8" -I
~/////~
I
Lot
2'- ~
[ wm
;..
~
CurbJ t
!L
Water Main
Plug
(See Note)
;r
"
I")
I"'")
r--10 5/8"-----1
Ir 9 7/8"-----l1
~/1 j
~~ ~7J
o
Water Service---............
(Typ.) '"
Ii:
flw lTne J
wm I
2l
-
IIr
8"
NOTE: SANITARY LATERALS TO BE
WITHIN 10' OF CENTER OF LOT ON
DOWNHILL SIDE OF CENTER OF LOT.
13 1/2"
~ of Street
Rim M.H.
......
CLEANOUT PLUG DETAIL
r
N.T.S.
f
Sanitary
NOTE: Cleanout plug to be
U.S. Foundry 7621
or equal.
REV. DAlE
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
REDRA~ BY STANDARD 11J$~/95
CHECKED BY CLEAN OUT INDEX NO.
W.J.S. 1SanitarYJ 304
APP. APP.V~~. BY 1 or 1
DESCRlPllON
5/B"
Min. 4 Required
.
Pick HOle7 5-
1-1/4" 1 t7 ~
t^RWA/~
<v ODD /'
'-I 0'
OSANITARY/O
000000
J:l..S EWE R 0
o 000 0
or- L ~o
Non Skid
Pattern
Required
/..
Required .&-
SOLID COVER
~
.
~
".
I")N
I r...
I" 22-3/4" "'I r- 0
~~~
Machined Surface
.
m
r...
o
.
"
SOLID COVER SECTION
Minimum Weight 12B Ibs.
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
1 9!2'!ge Deleted Sheete 2 a: J
REV. DAlE DESCRIPllON
REDRAWN BY
Novo
W.J.s. CH~~~ BY
APP. DESIGNED BY
D.G.B.
SANITARY SEWER
MANHOLE COVER
D~]E
81'91
INDEX NO.
301
lOF2
~
Finish grade to allow
0.4' min., 1.0' max.
fall from property
line to back of curb.
R/W
I
.
,
,
_ 1B" min. '--
24" max.1 -
I
sidewalk ~ '\~
r f'/ ~
~y,~ 'I', (.(,,\:,~,__ ,"~/'
~~//y//..(' 1 I "-
1 .J~ . "<<, 4J ,""cleanout
-3~::OS/ I Jj)
Directed by the ~ ~~
~- -
~7~
CITY OWNED HOMEOWNER OWNED
AND MAINTAINED AND MAINTAINED
6" Service Lateral
Main
ANY VARIANCE MUST HAVE WRITTEN
APPROVAL OF THE CITY ENGINEER.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADtAlNISTRATION
ENGINEERING
REV. DAlE
REDRAWN BY
B.V.D.
CHf;CJ<Pl BY
M.D.Q.
APP. DESIGNED BY
R.J.M.
STREET LATERAL
DETAIL
. Il.AlE
5122/00
INDEX NO.
305
1or2
DESCRIPllON
()RtGI~~f4L
Lot
Lot
f\r /w line
i
San.
.
"
.
. c
0.-
r-:::E
o
M.H.
/
'--- Sanltarv Lateral
(Typ.)
Curb ~
f\ Sidewalk
i
-i
~
I
PLAN VIEW
--10'
2' joint In pipe entry
"'-Side Lot Line
(Typ.)
Lot
Water Main
.
~
Main
~
JAN 0 6 2 05
PROFILE
REV. DAlE
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
~~BY SANITARY LATERAL 06'S~/9~
CHEcKED BY LOCA TlONS INDEX NO.
305
2or2
DESCRIPllON
APP. APPROI/ED BY
G.C.H.
fI.l
...
j ~.
~. 'f
fI.l Q)
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~]
Q) r::
i: Q)
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t.I.1
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~
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+"' ["-
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ftNOOooZ
a)~~ooUS
>ror,Nrf'lU'Jj
~ ~ ~ ~ .i .~
bl)'J:: rf'loo (0:1 --S
g..9....~u~
..0/.1.000....6.....
QJ ft Lii 00..0 0
r:: (0:1 Z .. . ~
...J~.~ ~ 0 ~ ~ ~
L.::r:/.1.o~u
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1.0
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rn
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',,_ ". ," '., :,......'0$;;.;.).. i
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:;;,; '. ~~ 'o~' N~
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t i;; t
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~
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to-.
~
~
C'I
~
CD
o
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r Cleanout Plug
I U J;,iJ -,"",tV .__.....
OOB NO.
'DRAWN
DESIGNED
CHECKED
QC
SHEET
ooo:t- 10 co
m
~
LU
U)
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~
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04560
ALG
ALG
BW
MDC
10
TYPICAL VALVE SETTING
P.V.C.
PIPE
RESTRAINT
n. t.s.
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
'/;...v>-..
'V/~
Adjustable ________.
Val ve Bo x -----......
.,^, '"
~'v
CIl
.~
o
~
Megalug Restrainer (Typ.)
r-- L --1
"
L
.~ .2
~
~
L
<1l
CD >
o
I ()
~
~ (:y
},.
When Valve Occurs In Roadway. ~
set Base an la-Cammon Brick. ~
I \~w
,<~' ~~~ ~
Ii..~ ~~
Mech. Joint Valve J ~
Restraining
~
'+-
N 0
..c
+J
a.
<1l
o
Ebba 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 3D" DEPTH BURY, 150 PSI TEST PRESSURE.
8" PVC MAXIMUM SIZE USED IN SYSTEM
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.
Water Main
Joint
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL VALVE
SETTING
CROSS SECTION
NOM.
PIPE
SIZE
4
6
8
ELBOWS (deg.)
VALVE
TEES
BRANCH
28
47
66
THRUST
RESTRAINING
DEAD
END
46
65
85
11.25
2
3
4
22.50 45
4 9
6 12
8 16
90
21
29
38
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REDRAWN BY
B.V.D
CHECKED BY
REDRAWN BY
B.V.D.
CHECKED BY
DAlE
01.115-/92
IN~r'
1 OF 4
DESCRIPllON
NIP. DESIGNED BY
G.C.H.
REV. DAlE
APP. DESIGNED BY
G.C.H.
REV. DAlE
DESCRIPllON
TYPICAL
SECTION
TYPICAL HYDRANT SETTING
NOTES:
1. 2" PVC CONDUIT TO EXTEND 2' BEHIND BACK OF CURB, BOTH SIDES OF ROADWAY (NOT
REQUIRED ON SERVICE REPLACEMENT).
2. PVC CONDUIT TO BE MIN. 18" BELOW THE SURFACE MEASURED FROM TOP OF FACE OF CURB.
3. WATER MAINS TO BE MIN. 30" BELOW GRADE and APPROX. 4' BACK OF CURB
4. CURB STOP TO BE LOCATED APPROX. 1 FOOT BACK OF RIGHT-OF-WAY.
5. SERVICE LINE TO BE MIN. 12" and MAX. 18" BELOW GRADE.
n. t.s.
Connecting Piece w/integrally ~
cast Mech. Joint Gland on ~
one End-D.1. Rotatable Mech. _________ "e"
Joint Gland on Other End. ~
....
....
.. Fire Hydrant Assembly
(Typ.)
<1l
C
<1l
C
-,---
>.
o
~
"0
o
o
0:::
.:L
o
~
<1l
"0
(J) - l' f-
-\1'-
Length Varies
(See Note 1)
~
"
L
~
"
L
-
Valve and Hydrant Tee
w/D.1. Rotatable Mech. Joint
Gland on Plain End Branch.
- -
- 12' (Typ.)
~ ~~........
l' - ......,...
~ ~.:-':.;:
~
I
.......~..... I ,. .,.
':~:,,:;~~ :t::\:.=..:""...:,o;"
( @ ) ..
Mech. Joint
Valve
f
12"-18"
l
t
I
18"Min.
i
."...::~~"'"""\v
~
30" Min.
J.
-
~
-
~
''\
~ Water Main
rDIo I
~ Curb Stop
(Typ.)
~
Threaded ~
Corporation Stop
(Typ.)
3/4" Polyethylene
Water Service Tubing
in 2" PVC Conduit
(Typ. 5/8" meter)
Water Main
NOTES:
1. On Hydrants Requiring Runout
Last Two Joints Must Be Restrained
Per Detail 403 (2 of 2).
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL HYDRANT
SETTING
PLAN VIEW
1 12/22/D4 ~iN:A~E~"'CE
REV. DAlE DESCRIPllON
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
WA TER MAIN
SERVICE LINES
TYPICAL SECTION
NIP. DESIGNED BY
G.C.H.
REDRAWN BY
M.J.P.
OCH CHECKED BY
REDRAWN BY
B.V.D.
CHECKED BY
DAlE
01715-/92
INDEX NO.
401
2 OF 3
DESCRIPllON
APP. DESIGNED BY
REV. DAlE
~
en
CD
~
E
Q.
II)
~
......
......
I
II)
o
o
N
.0
o
c:
as
.,
i:::
o
"i
:g
a::
SERVICE CONNECTION
DETAIL
TYPICAL FIRE HYDRANT SETTING
n. t.s.
NOTES:
1. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.O. W., APPROX. 4 FT. BACK OF CURB
UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER.
2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE
SHEET NO.3). THESE SERVICES TO BE CONSISTENT WITHIN THE SUBDIVISION. DRIVEWAYS
SHALL NOT BE BUILT OVER METERS.
3. ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR @ 150 P.S.I.)
UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE
TESTING and CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES.
4. TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES.
5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4" PVC MAINS. SADDLE IS
REQUIRED FOR 2" SERVICE CONNECTIONS TO 6" and LARGER PVC MAINS. LARGEST SERVICE
CONNECTION TO A 4" MAIN IS 1 1/2" and LARGEST TO ANY MAIN IS 2".
6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36".
<1l
.~
~
"
L
. .
I I ,
--
-
Max. 15' - Min. 4'
Back of Curb
or
of Pavement
:
!
I ~ t
i
:
w..
!
'~,,~
18" Min.
24" Max.
~ / Valve Box
VEdge
-
......
~
Distance Varies
f
~
:;:;
:::l
..!!l
19
CD
Cl
01
co
II)
~
9
II)
c:
as
a::
c:
o
'fi
~
c:
9
c:
C)
'jB
9
~
o
co
II)
9
C)
c:
.~
:g
c:
'ED
c:
w
~
CD
'e-
90
u.:
-
'/
'<<'-.' I
Vrv / ,;;((..<~;.
, "'fX.
I ~'v
I
~
I
I
! I Mech. Joint Valve
:~~~
I "- Restraining Joint
(Typ.)
/~ ~
~~~
Threaded Corporation Stop
MUELLER H15008
or approved equal
(Tap at 450 Angle)
r Curb Stop
/' MUELLER H14350 with Lock Wing and
_ ~ ~ Compression inlet or approved equal
s
~
CD
I
N
ONLY APPROVED
Ll
i III
Cl-~
==r="
NOTES: I
1. Steamer Connection to Face Street.
2. All Fire Hydrants to have 5 1/4" Valve Seat.
3. Fire Hydrants Shall be Placed at Street Corners
or in the R.O. W. Adjacent to Side Lot Lines
Whenever Possible.
4. See Sheet 3 for Typical Connections & Fittings.
Saddle if Required
See Note 5
\
~
Kennedy Guardian No. K-81 A
Muller Centurian No. A-423
U.S. Pipe Metropolitan
CHLORINATION TAP
Water Service Tubing
Driscopipe 5100 or Endot/Yardley
Blue Jet, SDR 9, 3408 Polyethylene
. '. . .'
~:;:, ~;:~..
I 'X'
, ,
~';J!J
-
Saddle shall have double
stainless steel straps
with epoxy coated
ductile iron body.
Water Main
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL HYDRANT
SETTING
CROSS SECTION
DESCRIPllON
REDRAWN BY
B.V.D.
~BY
G.C.H.
NIP. DESIGNED BY
T.C.J.
WA TER MAIN SERVICE
CONNECTION DETAIL
DAlE "
01715/92
INDEX NO.
401
1 OF 3
REDRAWN BY
B.V.D.
OCH CHECKED BY
APP. DESIGNED BY
REV. WA 1ER SERVICE
1VBlNG T'/PE
DESCRIPllON
1 12/22/D4
REV. DAlE
REV.
DAlE
~ ...rrL 0
M I[JII
~ l.LJ
-
II
Water Meter Connection
Ford Angle
Valve (Typ.)
Flow
...
r---l
~<=~ .trL
101
~'1l.I'
iii
Meter
c <1l
'0 "0
~(j)
"1\/
1--
III 0 0
r--
Top View
I
~
t
12"
~
--Ln
o DIll
T
r1'1 ~
IUIM
~
Approved Backflow
Prevention Device *
/ Ford Regulator Adaptor
/ ~~
II:JI
-ur~
.
<
Bra s s ---......
Nipple
L
<1l
E Q)
0-0
-+..J .-
CIl(/)
:J
o
~t
TYPICAL SINGLE DEVICE 3/4" and 1" MODELS
NOTE:
Device must be installed level.
. J?AlE
9/02/99
IN~~O.
1 OF 2
* APPROVED R.P. DEVICES
Hersey-Beeco Model FRP III
Watts Model 909 or 009
Conbraco 40200
* APPROVED DOUBLE-CHECK VALVES
Hersey-Beeco Model FOC
Watts Model 709 or 007
Conbraco 40100
~II
....-
I~ ~
-~
II!
~
iii
TEMPORARY BLOWOFF
AND SAMPLE TAP
I!I!
^
-:bJIT
.: ~\
~ ~
J ~--,
~
iiI
--
~
::l .1
~
~
-.;
Restrained 2~
Tapped Plug
DAlE
01/15'/92
IN~r'
3 OF 4
END CONNECTION
~
REV. DATE
REV. DAlE
Stop Less Check
MUELLER H14350 with Lock Wing and
Compression inlet or approved equal
Threaded Corporation Stop
MUELLER H15008
or approved equal
( TAP AT 450 ANGLE)
Saddle required on
4" P.V.C. only
-'- . ..'
......,. l~ -....:.
(~
-
Saddle shall have double
stainless steel straps
with epoxy coated
ductile iron body.
DAlE
01/15"/92
IN~~O.
2 OF 4
DESCRIPllllN
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
RED'U~ BY TYPICAL METER SETS WI 0~Jg4
CHECKED BY BACKFLOW PREVENTERS INDEX NO.
3/4" and 1" MODELS 405
APP. DESIGNED BY 1 OF 5
2" Ball
~~. ~
Valve /
~
~
Hose Bibb --~
3/4" Galvanized ~
2" Galvanized ~
2" Corporation ~
Tapping Saddle
-
~Qr
~~
~ .Q'
-=--
TOP CONNECTION
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TEMP BLOWOFF
AND
SAMPLE TAP
REDRAWN BY
B.V.D.
CHECKED BY
D~lE
06/24/91
IN~NO.
406
2 OF 2
DESCRIPllON
APP. DESIGNED BY
G.C.H.
Ot~\Gl~j/~L
~ .::::;; ~
~
....
.....
....
....
..,
Water Main
Water Service Tubing
Driscopipe 5100 or Endot/Yardley
Blue Jet, SDR 9, 3408 Polyethylene W
JAN 0 6 2005
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REDRAWN BY
B.V.D.
CHECKED BY
G.C.H.
APP. DESIGNED BY
G.C.H.
D~lE
06/25/91
IN~~O.
1 OF 2
W 8/7/9'5 Chg. Ser.1ce Tubing tW18
REV. DAlE DESCRIPllON
G.C.H.
CHLORINATION TAP
~
j ~.
lJ... 'f
fI2 Cl)
....r.n
~]
~ r:::
.... Cl)
~ ~
· 0
fI2 ....
!u '>
Cl) r:::
.53 I-1J
~ .
r:::
I-1J
$
~..
(!)
-< 0'\
2 ~
'S lI') ..
V1U'l......ooSci
~NOOOOZ
Q)~~oous
~mNl"I'!U.J:le
.....1Il00NS.
~ "'d ~ oo'~ 0
~'I:: ('f'l 00 III .s
... 0......' ::s
lIl-oo('f'lu!3<
..c J.L. ...... ......
II) ~~oo..c 0
:3 a.Z >< ~ ~
~~~~~~
N Cl. a:
~ If
\0
.
u
~
~
"
00
Q)
~
C'd
. .....
U
o
00
00
<
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.,'i\' ..: t';' <, i .~r.'"y
~:\~;:.'f( ~ \ ~'~ '~
('.\ .":1\ 0 J.,
>\~G G: . './
:? ,;r.~:;'*k" . '~"Ii.~ \.
~:.l. ~'" ',I '~.".." '5,...
,"l , ,;" . _.~ ~. ~'i~
rJ- (""'I ~"'.l' .' .,16' h:;,;
-;", . .. '~'. ..... .';" H.. r::L ,.....
~\~\ ',j. ..-.. a).'a; i
. . -c....,
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, ~~ ~rz.
\l'i .
~ I ~ i
ftS ~ ~
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gs l!s l!s l!s
t ?; t
- '.J \S
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~
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~
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~
ED
o
~
JOB NO.
DRAWN
DESIGNED
CHECKED
QC
SHEET
...t' L() co
It
~
~
I
(I)
:::!
~
iU
Q
~
....
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....
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CW')
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Q2
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it
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~
~
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04560
ALG
ALG
BW
MDC
11
--~
ASPH.
PARKING
I
I
I
I
I
rr
1(.y\)
o
~ \;: (f)
1\\fJ
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I
I
I
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I
I
I
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E J(/
?~ijl
~'l~l I
- :/"
-
I
I
I
I
o
WAsiilNGTON
PALM - PALM
TRE,E. (TYPICAL)
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HEDGING & P NTINGS
BURNUM TO E AT 36",
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NIPER GROUND COVER
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HED(3IN(3~& PtANTINGS
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PALM (TYPICAL)
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SCREEN MECHANICAl>8L ... ~ MAiNTAINED STEPPED HEDGING & PLANTINGS : (Jl ~ : '-..'.., ...
EQUIPMENT VIBURNUM TO BE AT 36", LANTANTA TO BE AT 18" I ~ 0 I ~STOJ
... >8L I >iL ...JUNIPER GROUND COVER TO BE AT 6" - 10" (TYPICAl~ : ~ 8 :... f ~-
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PROPOSED PLANT LEGEND
SYM. COMMON NAME
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WASHINGTON PALM
CHRISTMAS PALM
PYGMY DATE PALM
SHORE JUNIPEIR
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SAN DANQ UA
VIBURNUM
IMPATIENS - WHITE
- ANNUALS -
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SCIENTIFIC NAME
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ENVIRONMENTAL SITE CONDITIONS NOTE:
SOIL TESTING AND ANALYSIS TO BE PERFORMED
PRIOR TO PROPOSED PLANT MATERIAL
INST ALLA TION.
(IN FEET}
finch = 20ft.
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JOB NO. 04560
DRAWN ALG
DESIGNED ALG
CHECKED BW
QC MDC
SHEET
LS-1
SITE CONTRACTOR TO REPORT FINDINGS TO THE
LANDSCAPE ARCHITECT UPON TESTING
COMPLETION.
TYPE I QUALITY NATIVE QUAN,
PHOENIX CANARIENSIS SPECIMEN PALM
FLA. #1 GRADE
WASHINGTONIA ROBUSTA
VEITCHIA MERRIL.LII
PHOENIX ROEBElENII
JUNIPERUS CONFERTA
LANTANA CAMARA
VIBURNUM
SUSPENSUM
SHADE TREE
FLA. #1 GRADE
SHADE TREE
FLA. #1 GRADE
ACCENT TREE
FLA. #1 GRADE
3 GALLON
3 GALLON
5 GALLON
IMPATIENS WALlERANA 1 GALLON
STENOTAPHRUM
SECUNOATUM
SOD
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8' CLEAR AND
15 STRAIGHT TRUNK;
2
18
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10' CLEAR AND
STRAIGHT TRUNK
AS
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AS
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AS
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25' - 30' HIGH
10' CLEAR AND
STRAIGHT TRUNK;
500+ AS GROUND _ AS
COVER SHOWN
AS MEDIUM 18" AS
115 HIGH PLANTING SHOWN
100% CONT. - 36" ON
190 HEDGE. 36" HIGH CENTER
AS ANNUAL BED _ 12" MIN.
SHOWN. - FOR COLOR. SPACING
AS
SHOWN. AS SHOWN
()R\G\Nl\L
JAN 0 6 2005
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JOB NO.
DRAWN
DESIGNED
CHECKED
QC
SHEET
LS-2
GENERAL LAN06CAPE NOTE&
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 ouUined by the Florida
Department of Agriculture and Consumer Services, Division of Plant Industry "Grades and Standards for Nursery 1:2Jan1s".
7th Edition, 1998 as revised from time to time.
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3. All planting shall be done In accordance with the Florida Nurserymen's and Grower's AssociatIons approved prtlClices.
4. All plants shall be fertilized with Agrifonn 20-10-5 tablets as per the manufacturers specifications in conjuncllon with
note #5.
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ALL 6I-IIllLIS&~VER
TO eE TRIANc:ilJLAR ePACING.
see PLANT LleT FOR (Ot:.) ePACING.
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5. The planting soli shall 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 adequate aeration, drainage and water-holding capacity. It shall also be frea 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 wetered-In after InsIaIlatIon. 7.
The plant material schedule is presented for the convenience of the Landscape Contractor. In the event of a dlscrapancy
between the plan and tha plant key, the plan shall prevail.
8. Plants shall meet size, conteiner, and spacing specificetions. Any material not meeting specifications shall be "ilmoved
and replaced at the contractor's expense.
9. All tree and shrub locations are subject to change. All locations shall be approved by the City Project Manager Ilrior to
planting.
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10. The Landscape Contractor shall be responsible for examining fully both the site and the bid documents.
Discrepancies In the documents or 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 feilure to report such condition, or for
errors on the part of the Landscape Contractor at the time of bidding.
11. The Landscape Contractor shall be responsible for securing all necessary applicable pennils and licenses 10 perfonn
the work set forth In this plan set and the speclllcations.
12. Plant material shall be bid as specified unless unavailable, at which time the City Project Manager will be notified by
telephone and in writing of intended changes.
13. Any and all questions concerning the plan set and/or specifications shall be directed to .the City Project Manager at
(727) 562-4737.
eACK OF CUleI
eEC> LINE
.LA_<<'_.
..2...._._M~.
ClIlItIICl1ID U1M 2_' .TIIL ~
FLANT SFACING DETAIL (SECTION)
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I1IDOLI _ IN7ITCII1
<<'~-
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
14. There shall be no additions, deletions or substitutions without the written approval of the City Project Manager.
15. The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) months from final
acceptance by the City Project Manager.
16. All dimensions to be field-checked by the Landscape Contractor prior to landscape material installation. Discrepencles
shall be reported immedlataly to the City Project Manager.
N.T.S.
~.tM'~~~=-: CITY OF CLEARWATER. FLORIDA
g ::. Ii PUBLIC WORKS ADMINISTRATION
.~~... ~'q, ENGINEERING
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_NO.
110201
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03/30/00
-NO.
110401
-.
1 Of' 1
PALM PLANTIN<:i DETAIL
NoT .s.
PLANT SPACING DETAIL
LANDSCAPE STANDARD
PALM PLANTING
LANDSCAPE STANDARD
17. All materials must be as specllled on the landscape plan. If materials or labor do not adhare to specifications, they will
be rejected by the City Project Manager with proper instellation carried out by Landscape Contractor at no additional cost
.
18. All pennlts necessary are to be provided by the installing contraclor unless otherwise specifically stated in the
specifications.
19. No contractor identification signs shall be pennitted on the project, except for the project Infonnatlon signs.
20. Existing sod shall be removed as necessary to accommodate new plantings.
21. Any existing sod areas that are unnecessarily disturbed during the landscape installation shall be resodded to match
existing.
14
SPREAD
J
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
'0(> 0
:00
~AJ:>
22. The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all dElbris
generated during the installation of this project.
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NOTES:
1. AU. WOOD SHAll. BE SPRUCE OR PINE -NOT PRESSURE lREATED.
2. CROSS TIES SHAll. NOT CROSS OVER WOOllY ROOTS.
3. REIIOVE All STRING &/DR WIRE WRAPPED AROUND TRUNK.
4. REIIOYE All STRAPS, ROPES, WIRE, &/OR STRINGS USED TO UFT THE RooTBAlL.
5. REIolOVE ALL BURl.6P &/011. WIRE FROM THE TOP OF THE ROOT 9AlL
6. TOP OF ROOTBAll TO BE SET 2" BELOW flNISH SURROUNDING flNISH GRADE.
0.
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CHECKED BY
TRM
DESIGNED BY:
TRM
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MULCH 3" FROM TRUNK
MULCH 3" DEPTH
TILLED AND lOOSENED
NATIVE SOIL BACKflll
JERIGATION NOTEQ
DRA'II1i BY
GENERAL LANDSCAPING
NOTES
LANDSCAPE STANDARD
DAlE
03/30/00
DW\l. NO.
90601
SHEET
1 Of 3
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~'/:"~'<'/'"'>:'''<''' ';..<...... <..{'o., i;;,~ :.~ -.....:,.-,.- '.- ,....-..\./~'\.'.....<\0< ~<< </
&FECIFIED. PLACE UNIFOfiieML Y' V)"<Y.'>,,>;::<>//;;:.'/.;'>'.~. ':.';' ~:~ C/'" <');'.>>';.i>)<.;>./~" .::+- F'FtEPARED PLANTING &oIL
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AROUND ROOT MA&& \'/;,.'.>~\.''/,' ../.\., '." '/}., ..'/" , '_.' '\........... ,./ ","/"'\':-:''..'./.' '>..:./,;....,
y / /....(t'/ / ,//~ /><; ~/ ~<,/ /:</.'/,''( /,;' ./ ./:.' / /,:.' /" J~/ .-' ,~,< ... /./,' 1:(/"/'/.-' /.\,/~t';(//(/
eeru.eEN MIDDLE AND 'V;'.'<:";"~;:<~(,<0;;:''. >: -..'y<,V;.., ,".' ':. _ ,....;/ "';';;:~> >< ':...>), "/><~>~
." , " ,.~,- " ".;~; ,..,'/. "" /', ."\ :..' ;,./;,~~,;~~::~(<,:, ,', .... ., / ,,- /.,.,.
........TTOM OF """"""T MA...... "'%</(.//<.;:~.(..,/, :,./ . <<" :..//<(,>:....., /, \! ,:>.~'.'.'/.<<,,:,/
'"^" ~ ~ -"",,":,..~ ".' .:.,.:'..;...., '.';;c.'>'"
,': .... -- EXI&TING UNDISTURBED &oIL
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2"X2"X4' CROSS MEMBER-
I. A low volume Irrlsatlon el:jetem, that provld_ lelel% coverase to all propoe..a
plant Ins., will be deelsned and Inetalled bl:j the Contractor.
2. The I?ropoeed Irrl~atJon ?!:letem muet meet. or exceed all apj:>lIcable Cltl:j code
requlremente. (I.... Baelc. Flow Prevention, Automatic ~In e\tUtoff Device, etc_>
3, Irrlsatlon ehop drawlnse muet be eubmltted and approved b!:! the Clt!:! prior to
the Commencement or worle..
4. Irrlsatlon e!:jetem muet be Inepected and accepted b!:j Clt!:j Prc::>Ject Manaser
j::>rlor to Inetallatlon of mulch.
&. Irrlsatlon ae-bullt drawlns., which accuratell:j and clearll:jldentlfl:j all modlflc:::.!tlone
./or eubetltutlone, muet be eubmltted prior to final Inepectlon and acceptartce.
6. The exletlns &/8" wat.er meter will be utilized for thle Irrlsatlon el:jetem.
1. The Landecaj::>cs Contractor muet coordinate the j::>lacement and j::>ower eUj::>pl!~ for
the Irrlsatlon control timer with the Clt!:j and the General Contractor.
8. The follow Ins Irrlsatlon e!:jetem comj::>onente will be utilized, j::>er each manufac:turere'
ej::>eclflcatlone.
Toro-Netaflm Techl..lne eelf Cleanlns, Pre&eure-Comj::>eneatlns Emitter Line
I-IAFeDIE - ~Indlal 6 etatlon Outdoor Control Timer
Rlc::.hdale - 2l4AFR JI' Electric Valve
Amtec - lel" ~und Va Ive Box.
:::::l
FERTIUZER TABLETS
. /IS SPECIfiED. PlACE
UNIFORMlY AROUND
ROOT IIASS BElWEEN
'..; _____ .: \.,> :: MiDDlE AND BOTTOlA
'{'-I ....,.. ........ . ......:;,.'1:=.";;1 Of ROOT IIASS.
:~:r.t4';1P!~:;'>~~~ , ,:if:?f i)t UNDISTURBED SOIL
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~;j'J::;J. ,,:~:.,:,;,),:;.J:Oi! ;:; .d" 2 2"X4" STAKE wI
TIllED AND LOOSENEO~G!)I ]~:'i.ti:~W'~ . '., '_~" .....Il:..;~ tr.... ..,Jf LONG TAPER MIN. 18"
NArM: SOIL BACKFUfI ;.!l'l";'lfb!f> m...f{b:'i!};;Il. ". r.;-!;;:; fill:'. INTO UNDISTURBED
....... ., .,~... SOIL
~ TO 5 TIMES THE WIDTH
OF THE ROOTBAll
, TO & TIMES WIDTI.f
OF ROOTeALL
2"X2"X4' STAKE
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TREE PLANTING DETAIL
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CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
CITY OF CLEARWATER. FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
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PUBLIC WORKS ADMINISTRATION
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LANDSCAPE STANDARD
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07/15/99
_lID.
90602
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2 OF 3
HURRICANE CUT DR rULL HEAD
SEE SPECIfICATIONS
NOTE. BUD SHALL BE PERPENDICULAR
TO GROUND PLANE. TRUNK SHALL BE
STRAIGHT AND 'JITHOUT CURVES.
NO SCARRED DR BLACKENED TRUNKS,
BURLAP TO PROTECT TREE--
MINIMUM :5 LAYERS
2 NON-SLIP METAL COLLARS
(6) 2 X 4 \JOODEN STRIPS OVER BURLAP
6" SOIL SAUCER TO HOLD 'JATER
PLANT PALM 0" TO 2" ABOVE GRADE
3" MULCH, RErER TO SPECIfICATIONS
(3) 2 X 4 BRACES NAILED TO 2 X 4
'JOODEN STRIPS
2" X 4" X 3' STAKE
TFaJNK el.fALL 6E MAINTAINED
IN A VERTICAL POeTION
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RECEIVING HOLE SHALL B~
APPROXIMATELY 2' LARGER THAN
ROOT BALL DIAMETER
EXISTING SUBGRADE
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- *12 GAUGE WIRE AND
PROTECTIVE RU66ER !-lOSE
FERTILIZATION
el-l.-aJBe AND TREES
All treee and e!Tube ehall be fertilized with IIAsrlformll 21Zl-IS-S plantlns
tablste at time of Inetallatlon and prior to comj::>letlon of pIt
backfilling. Tablete ehall be j::>laced unlforml~ around the root ma&e at
a dej::>th that Ie between the middle and bottom or the root man.
APPLICATION ~TE:
I Gallon can: I - 21 sram t.ablet
3 Gallon can: 2 - 21 sram tablete JAN 06 2005
!; Gallon can: 3 - 21 sram tablet.e
, Gallon can: 4 - 21 sram tablste
Treee: 3 - 21 gram tablst.e each 112" of cal1j::>er
Palme: 1 - 21 sram tablete
INeTALL. TOP OF ~OOT 6ALL.
3-4" AeOVE PINI~ G~D
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PLANTING !-lOLE ~ALL BE
2' L.AFitGE~ THAN TI-IE
FeOOT BALL DIAMETE~-
NATIVE SOIL BACKfILL DR AMENDED SOIL
AS REQUIRED BY SOIL ANALYSIS
COMPACTED SOIL TO PREVENT SETTLING
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F'FeEPARED PLANTING SOIL
NOTE' STAKING a. GUYING REQUIRED FOR PALMS, Ir NECESSARY, DR AS DIRECTED BY THE LANDSCAPE ARCHITECT,
GROUND COVER AREAS
All sroundcover areae eha II receive fertilization wlt.h 1I0zmocote"
time releaee fertilizer ae j::>er manufacturer'e epsClflcatlone.
COMPACTED &OIL TO
MINIMIZE OETT1..ING
PALM TREE PLANTING AND STAKING DETAIL
.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
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CITY OF ClEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
~iB~~i:~~ CITY OF CLEARWATER, FLORIDA
~~__ . PUBLIC WORKS ADMINISTRATION
~"!' ~c;, ENGINEERING
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FINE TREE FLANTING DETAIL
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07/15/99
_lID.
90603
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3 OF 3
N.T.S.
PINE TREE PLANTING
LANDSCAPE STANDARD
PALM PLANTING DETAIL
LANDSCAPE STANDARD
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SITE DATA TABLE
EXISTING ZONING
EXISTING LANDUSE
PROPERTY PIN NUMBER
BUILDING TYPE
BUILDING HEIGHT
TOTAL UNITS
DENSITY
SETBACKS
'D' DOWNTOWN DISTRICT
'CBD' CENTRAL BUSINESS DISTRICT.
15/29/15/00108/010/0060
CONC. BLOCK CONSTRUCTION, UNPROTECTED
30' MAX.
11 UNITS + 2 UNITS FROM T.D.R.
33.33 UNITS / ACRE
4' FRONT SETBACK
4' REAR SETBACK
7' SIDE SETBACK
1.5 SPACES per UNIT = 20 SPACES
(2) CAR GARAGE PARKING = 26 SPACES
PARKING REQUIRED
PARKING PROVIDED
PROJECT AREAS:
BUILDING AREA(S):
VEHICLE USE AREA:
OPEN SPACE AREA:
CONC. AREAS & S/W:
TOTAL SITE AREA:
6,234 S.F. - 36.69% - 0.143 AC.
3,380 S.F. - 19.89% - 0.078 AC.
4,816 S.F. - 28.34% - 0.111 AC.
325 S.F. - 2.21 % - 0.007 AC.
16,992 S.F. -100.00% - 0.390 AC.
REQUIRED VUA GREENSPACE
10% ofVUA < 4,000 Sq. Ft.
3,380 S.F. = REQUIRES NO PLANTINGS
GREENSPACE NOTE:
PROPOSED PROJECT HAS LESS THAN 4,000 Sq. Ft.
OF VEHICULAR USE AREA WHICH NEGATES THE
REQUIRED INTERIOR LANDSCAPE REQUIREMENTS.
IMPERVIOUS SURFACE RATIO:
0.7166 - 12,176 S.F.
FLOOR AREA RATIO:
1.1006 - 18,702 S.F.
FLOOD ZONE
"X" - PER F.E.MA MAP.,
PANEL 12103-C-0108-G, SEPT. 02,2003.
GENERAL NOTES
1. UNLESS OTHERWISE STATED, THE PROPERTY DESCRIPTION SHOWN
HEREON WAS PROVIDED BY THE CLIENT, OR CLlENrS DESIGNATED AGENT.
2. UNDERGROUND IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO
BUILDING FOUNDATIONS, HAVE NOT BEEN LOCATED EXCEPT AS SHOWN
HEREON.
3. INACCESSIBLE ABOVE GROUND IMPROVEMENTS (E.G. BUILDING
OVERHANGS, THOSE WITHIN SECURED AREAS, ETC.), HAVE NOT BEEN
LOCATED EXCEPT AS SHOWN HEREON.
4. UNLESS OTHERWISE STATED, THIS SURVEY WAS PREPARED WITHOUT
THE BENEFIT OF A TITLE SEARCH AND MAY BE SUBJECT TO ADDITIONAL
EASEMENTS, RIGHT-OF-WAYS, AND OTHER MATTERS OF RECORD.
5. THERE ARE NO VISIBLE ENCROACHMENTS, EXCEPT AS SHOWN HEREON.
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6. BECAUSE OF THE POSSIBILITY OF MOVEMENT OF THE MONUMENTATION
FROM ITS ORIGINAL PLACEMENT BY PERSONS OTHER THAN THE
SURVEYOR, IT IS RECOMMENDED THAT PRIOR TO ANY NEW IMPROVEMENTS
ON THE PROPERTY THE POSITION OF THE MONUMENTATION BE VERIFIED.
7. UNAUTHORIZED COPIES AND/OR REPRODUCTIONS VIA ANY MEDIUM OF
THIS DOCUMENT OR ANY PORTIONS THEREOF ARE EXPRESSLY PROHIBITED
WITHOUT THE SIGNING SURVEYOR'S WRITTEN CONSENT.
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8. BASIS OF BEARINGS IS PLAT, UNLESS OTHERWISE SHOWN OR STATED.
9. ALL BUILDING TIES, PROPERTY MARKER LOCATIONS AND OTHER SITE
IMPROVEMENT LOCATIONS SHOWN HEREON ARE MEASURED
PERPENDICULAR TO ADJACENT BOUNDARY LINES, UNLESS OTHERWISE
STATED.
10. FLOOD ZONE DESIGNATION AND/OR FLOOD ZONE LINES (IF ANY) SHOWN
HEREON HAVE BEEN SCALED FROM THE REFERENCED MAP AND ARE
APPROXIMATE. THE TRUE FLOOD ZONE LINES MUST BE DETERMINED BY AN
ENGINEER.
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12. THERE MAY BE ADDITIONAL RESTRICTIONS, EASEMENTS OR OTHER
MATTERS OF RECORD THAT ARE NOT SHOWN HEREON THAT MAY BE
FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
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CITY OF CL~~~WATER
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LEGAL DESCRIPTION
DESCRIPTION:
LOTS 6, BLOCK 1 0 OF AIKEN SUBDIVISION ACCORDING TO MAP
OR PLAT THEREOF AS RECORDED IN PLAT BOOK14 PAGE 45,
OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
LEGEND
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CONCRETE
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CONCRETE
PROPOSED PAVEMENT AREA
PROPERTY LINE
EXISTING CHAIN LINK FENCE
EXISTING EDGE OF PAVEMENT
PROPOSED CONC. CURB I
EDGE OF PAVEMENT
EXISTING CONDITIONS LEGEND:
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CONSTRUCTION NOTES
MISCELLANEOUS
1 THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PERMIT AND
INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL
AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY
PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE ANY
NECESSARY INSPECTIONS ACCORDING TO AGENCY INSTRUCTIONS.
2 ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO IN THESE PLANS
SHALL BE OF THE LATEST REVISION.
3. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND
ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING
JURISDICTION OVER THE WORK.
4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRECAST AND
MANUFACTURED ITEMS TO THE OWNER'S ENGINEER FOR APPROVAL.
FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN
REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE.
5. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE
SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER
CONTRACTORS AND UTI LIlY COMPANIES. IT WILL BE NECESSARY FOR
THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES,
WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTI LIlY
COMPANIES, INCLUDING TECO, GTE, TIME WARNER & THEIR SUBCONTRACTORS.
6. THE WATER, SANITARY SEWER, AND STORM DRAINAGE FACILITIES
ARE SUBJECT TO THE REVIEW AND APPROVAL OF CllY OF CLEARWATER
AND IT SHALL BE THE RESPONSIBILllY OF THE CONTRACTOR TO OBTAIN
THE REQUIRED PERMITS TO PERFORM WORK IN THE PUBLIC RIGHT -OF-
WAY.
7. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES BEFORE ORDERING
MATERIALS AND CASTING STRUCTURES.
8. IT WILL BE NECESSARY TO EXAMINE, COORDINATE AND ADJUST
ACCORDINGLY THE PROPOSED LOCATIONS OF THE VARIOUS
COMPONENTS OF THE SITE UTILITIES. THE LAYOUTS INDICATED IN THE
PLANS ARE NOT EXACT AND IT SHALL BE THE RESPONSIBILllY OF THE
CONTRACTOR TO SUBMIT COORDINATION DRAWINGS SHOWING PIPE
SIZES, STRUCTURES, AND ELEVATIONS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE SCHEDULING AND COORDINATION OF THE ALL
UNDERGROUND WORK ASSOCIATED WITH THIS PROJECT.
9. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW.
10. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER
VALVES, WATER METERS, ETC. SHALL BE INCLUDED IN THE CONTRACTOR'S
BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER
FOR THESE ADJUSTMENTS, IF REQUIRED.
SAFETY
1. DURING THE CONSTRUCTION AND MAINTENANCE OF THIS PROJECT,
ALL SAFElY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR
HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND
SAFElY OF THE TRAVELING PUBLIC AND THE SAFElY OF HIS
PERSONNEL.
2. THE CONTRACTOR'S MAINTENANCE OF TRAFFIC PLAN MUST BE
SUBMITTED AND APPROVED BY CllY OF CLEARWATER PRIOR TO
BEGINNING ANY CONSTRUCTION ACTIVITIES.
3. LABOR SAFElY REGULATIONS SHALL CONFORM TO THE PROVISIONS
SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF
TRANSPORTATION.
4. CONTRACTOR SHALL PROVIDE AND MAINTAIN ITS OWN SAFElY
EQUIPMENT IN ACCORDANCE WITH ITS HEALTH & SAFElY PROGRAM AND
ALL OTHER APPLICABLE LEGAL AND HEALTH AND SAFElY
REQUIREMENTS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR
PROVIDING ITS EMPLOYEES AND SUBCONTRACTORS WITH ADEQUATE
INFORMATION AND TRAINING TO ENSURE THAT ALL EMPLOYEES AND
SUBCONTRACTORS AND SUBCONTRACTORS' EMPLOYEES COMPLY WITH
ALL APPLICABLE REQUIREMENTS. CONTRACTOR SHALL REMAIN IN
COMPLIANCE WITH ALL OCCUPATION SAFElY AND HEALTH
REGULATIONS AS WELL AS THE ENVIRONMENTAL PROTECTION LAWS.
THE FOLLOWING IS NOT TO BE PERCEIVED AS THE ENTIRE SAFElY
PROGRAM BUT JUST BASIC REQUIREMENTS.
5. ALL EXCAVATIONS BY THE CONTRACTOR SHALL CONFORM TO THE
REQUIREMENTS OF THE DEPARTMENT OF LABOR'S OCCUPATIONAL
SAFElY AND HEALTH ADMINISTRATION RULES AND REGULATIONS.
PARTICULAR ATTENTION MUST BE PAID TO THE CONSTRUCTION
STANDARDS FOR EXCAVATIONS, 29 CFR PART 1926, SUBPART P.
6. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION
OF "THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE
PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE
AND UTILllY OPERATIONS" SHALL BE FOLLOWED IN THE DESIGN
APPLICATION, 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.
7. 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.
8. IT SHALL BE THE SOLE RESPONSIBILllY OF THE CONTRACTOR TO
COMPLY AND ENFORCE ALL APPLICABLE SAFElY 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 SAFElY REGULATIONS.
9. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF
BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO
THE UTILllY COMPANIES PRIOR TO CONSTRUCTION TO OBTAIN FIELD
LOCATIONS OF EXISTING UNDERGROUND UTILITIES. CALL SUNSHINE
ONE CALL AT 800-437-4770 TO ARRANGE FOR FIELD LOCATIONS.
10. 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 THE CONTRACTOR CALLED FOR
IN THIS CONTRACT.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING
EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING,
SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL
BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND
APPURTENANCES ARE BEING PLACED.
SITE PLAN AND COORDINATE GEOMETRY
1. BOUNDARY SURVEY PREPARED BY BURCAW & ASSOCIATES, INC.
2. CURRENT ZONING '0'.
3. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON
MOBILIZATION TO VERIFY THEIR ACCURACY. ANY DISCREPANCIES
DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF THE
ENGINEER IN WRITING.
4. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE
PROTECTED FROM DAMAGE AND DISTURBANCE. IF ANY CONTROL
POINTS ARE DAMAGED OR DISTURBED, IT SHALL BE THE RESPONSIBILllY
OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND REPLACE
THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN
EXPENSE.
5. ALL ELEVATIONS REFER TO THE NGVD 1929
6. 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.
7. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL
FURNISH THE OWNER'S ENGINEER WITH COMPLETE "AS-BUILT"
INFORMATION CERTIFIED BY A REGISTERED LAND SURVEYOR THIS "AS-
BUILT" INFORMATION SHALL INCLUDE INVERT ELEVATIONS, LOCATION OF
FITTINGS, LOCATION OF STRUCTURES FOR ALL UTILITIES INSTALLED, AS
WELL AS TOP OF BANK, TOE OF SLOPE AND GRADE BREAK LOCATIONS
AND ELEVATIONS FOR POND AND DITCH CONSTRUCTION. NO ENGINEER'S
CERTIFICATIONS FOR CERTIFICATE OF OCCUPANCY PURPOSES WILL BE
MADE UNTIL THIS INFORMATION IS RECEIVED AND APPROVED BY THE
OWNER'S ENGINEER
CLEARING/DEMOLITION
1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN AS INDICATED IN
THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL
TREE ORDINANCES AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILllY TO MAINTAIN THESE TREES IN GOOD CONDITION.
NO TREE SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL
FROM CllY OF CLEARWATER OR THE OWNER
2. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE
NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED,
SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL
IMMEDIATELY FOLLOWING CONSTRUCTION.
3. REMAINING EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE
EXCAVATION IS TO BE UTILIZED ON-SITE IF REQUIRED, PROVIDED THAT THE
MATERIAL IS DEEMED SUITABLE FOR CONSTRUCTION BY THE OWNER'S SOILS
TESTING COMPANY. EXCESS MATERIAL IS TO BE EITHER STOCKPILED ON THE SITE
AS DIRECTED BY THE OWNER OR OWNER'S ENGINEER, OR REMOVED FROM THE
SITE. THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT
ARE NECESSARY FOR REMOVING EXCESS EARTHWORK FROM THE SITE.
4. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIALS SHALL BE DISPOSED
OF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY
REQUIREMENTS.
5. CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AN REMOVAL, PURSUANT
TO ALL FEDERAL, STATE, COUNlY, CllY OR OTHER GOVERNMENT AGENCY
REQUIREMENTS, OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT
WILL NOT BE INCORPORATED WITHIN THE NEW FACILITIES.
PAVING AND GRADING
1. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED
DEBRIS) IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS OR
AS DIRECTED BY THE OWNER, THE OWNER'S ENGINEER, OR OWNER'S
SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE
STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE
OWNER EXCAVATED AREAS TO BE BACK FILLED WITH APPROVED
MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS.
CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE
NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE.
2. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING
CONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY THE
OWNER'S SOIL TESTING COMPANY OR ENGINEER AND BE PLACED AND
COMPACTED ACCORDING TO THESE PLANS OR THE REFERENCED SOILS
REPORT.
3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR
GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS.
4. CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT
AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT.
5. CURBING WILL BE PLACED AT THE EDGE OF ALL PAVEMENT, AS
SHOWN ON THE PLANS.
6. REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND
TRAFFIC DESIGN STANDARDS" FOR DETAILS AND SPECIFICATIONS OF
ALL F.D.O.T. TYPE CURBING AND GUTTERS CALLED FOR IN THESE
PLANS.
7. CONTRACTOR TO PROVIDE A 1/2" TO 1" BITUMINOUS EXPANSION
JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE ANID OTHER
MATERIALS (BUILDINGS, OTHER POURED CONCRETE, ETC.)
8. ALL PAVEMENT MARKINGS SHALL BE MADE WITH PERMANENT
THERMOPLASTIC AND SHALL CONFORM TO F.D.O.T STANDARD INDEX
NO. 17346, SHEETS 1-7. PARKING STALL STRIPING TO BE 4" WIDE
PAINTED STRIPES.
9. THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH, SOD OR
OTHER APPROVED MATERIALS ANY DISTURBED AREAS WITHIN ONE
WEEK FOLLOWING CONSTRUCTION OF THE UTILllY SYSTEMS AND
PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN SUCH AREAS UNTIL
FINAL ACCEPTANCE BY OWNER
10. THE CONTRACTOR IS RES~ 'ONS/BlE FOR COORDINATING APPLICABLE
TESTING WITH THE SOILS EhGINEER TESTS WILL BE REQUIRED PURSUANT
WITH THE TESTING SCHEDl.'i..E LOCATED ON TABLE SC-1. UPON
COMPLETION OF THE WORK, SOILS ENGINEER WILL SUBMIT CERTIFICATIONS
TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN
MET.
11. A QUALIFIED TESTING LABORATORY SHALL PERFORM ALL TESTING
NECESSARY TO ASSURE COMPLIANCE OF THE IN PLACE MATERIALS AS
REQUIRED BY THESE PLANS AND THE VARIOUS AGENCIES. SHOULD ANY
RETESTING BE REQUIRED [;,; TO THE FAILURE OF ANY TESTS TO MEET
THE REQUIREMENTS, THE CONTRACTOR WILL BEAR ALL COST OF SAID
RETESTING.
12. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTEDl OR
INSPECTED PRIOR TO BASE AND PAVEMENT CONSTRUCTION.
DRAINAGE
1. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS '"
(ASTM C-76) UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE
STRUCTURES SHALL BE IN ACCORDANCE WITH FOOT ROADWAY AND
TRAFFIC DESIGN STANDARDS AND CllY OF CLEARWATER TRANSPORTATION
TECHNICAL MANUAL UNLESS OTHERWISE SHOWN ON PLANS.
2. PIPE LENGTHS SHOWN ARE APPROXIMATE.
3. ALL DRAINAGE STRUCTURE GRATES AND COVERS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
4. ALL STORM DRAINAGE PIPING 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 liN
ADVANCE TO SCHEDULE INSPECTION.
5. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD,
DIRT, DEBRIS, ETC. THE STORM DRAINAGE SYSTEM UNTIL FINAL
ACCEPTANCE OF THE PROJECT. THE CONTRACTOR MAY BE REQUIRED
TO RECLEAN PIPES AND INLETS FOR THESE PURPOSES.
6. ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT,
DRIVEWAY & SIDEWALKS WITHIN PUBLIC RIGHT-OF-WAY & ANY OUTFALL
SYSTEM SHALL BE WRAPPED WITH MlRAFI140N FILTER FABRIC OR
ENGINEER - APPROVED EQUAL - PER CllY OF CLEARWATER CONTRACT
SPECIFICATIONS AND STANDARDS.
SANITARY SEWER
1. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER
MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF
18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN
OF THE LOWER PIPE WHENEVER POSSIBLE.
WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST
CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE,
BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF
DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED
FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED.)
SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM
SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON
THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK
FREE AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL
CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING.
ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE
JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM
THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING).
WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE
SHALL BE CONSTRUCTED OF DIP AND THE CROSSING SHALL BE
ARRANGED TO MEET THE REQUIREMENTS ABOVE.
2. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE
MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN
PARALLEL INSTALLATIONS WHENEVER POSSIBLE.
IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FOOT
HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A
SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED
ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION
THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES
ABOVE THE TOP OF THE SEWER
WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF
18 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE
CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL
BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED) WITH
A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN
SHOULD ALWAYS BE ABOVE THE SEWER JOINTS ON THE WATER MAIN
SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM THE JOINTS
ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS).
3. ALL SANITARY SEWER MAINS, LATERALS AND FORCE MAINS SHALL
HAVE A MINIMUM OF 36 INCHES OF COVER
4. ALL ON SITE PVC GRAVllY SANITARY SEWER PIPE SHALL BE MADE
OF MATERIAL HAVING A CELL CLASSIFICATION OF 12454 B, 12454 C OR
13354 B AS DEFINED IN ASTM 0-1784. PVC PIPE AND FITTINGS USED IN
THE GRAVllY SYSTEM SHALL MEET THE REQUIREMENTS OF ASTM 03034
SDR 35 TO A DEPTH OF 15' AND SDR 26 AT A DEPTH BEYOND 15'.
5. PVC FORCE MAINS 4" TO 12" SHALL CONFORM TO THE REQUIREMENTS
OF ASTM 2241, SDR 21. PVC FORCE MAINS 16"IN DIAMETER SHALL
CONFORM TO THE REQUIREMENTS OF AWWA COO5. PVC FORCE MAINS
PIPE COLOR SHALL BE GREEN.
6. ALL PVC FORCE MAINS 4" AND LARGER SHALL HAVE A SUITABLE ELECTRONIC
LOCATOR BURIED APPROXIMATELY ONE FOOT BELOW GRADE.
7. ALL ON SITE DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL
RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN
ACCORDANCE WITH ANSI A 21.6, A 21.8, OR A 21.51.
8. ALL SANITARY SEWER WORK SHALL CONFORM WITH APPLICABLE
AGENCY STANDARDS AND SPECIFICATIONS, LATEST EDITION THERE OF.
9. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW
SANITARY SEWER LINES TO EXISTING LINES OR APPURTENANCES, THE
CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL
EXISTING UTILITIES NEAR THE POINT OF CONNECTION AND NOTIFY
OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES WITH
DESIGN INFORMATION SHOWN IN THESE PLANS.
10. ALL GRAVllY SEWER PIPING SHALL BE SUBJECT TO A VISUAL
INSPECTION BY THE OWNER'S ENGINEER PRIOR TO PLACEMENT OF BASE
AND PAVING AND AGAIN PRIOR TO OBTAINING CERTIFICATE OF
OCCUPANCY. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN
ADVANCE TO SCHEDULE INSPECTIONS.
11. THE CONTRACTOR SHALL PERFORM A CLOSED CIRCUIT TELEVISION
INSPECTION ON ALL GRAVllY SEWERS IN ACCORDANCE WITH
THE REGULATORY AGENCY HAVING JURISDICTION PRIOR TO FINAL
ACCEPTANCE.
12. ALL WASTE-WATER LATERAlS WILL HAVE A MINIMUM OF
36" COVER AT THE RIGHT-OF-WAY LINE.
EXISTING TREE PROTECTION NOTES:
1. REQUIRED BARRICADES AND FLAGGING SHALL BE ERECTED BY THE
CONTRACTOR AND APPROVED BY THE ENGINEER AND THE CllY OF
CLEARWATER LAND ALTERATION AND LANDSCAPE DEPARTMENT PRIOR
TO COMMENCEMENT OF LAND ALTERATION ACTIVITIES. BARRICADES
SHALL REMAIN IN PLACE UNTIL ALTERATION AND CONSTRUCTION
ACTIVITIES ARE COMPLETED.
2. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL
BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE
SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL,
MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPLlNE
OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY
THE COUNlY.
3. IN ORDER TO COMPLY WITH THE ST. PETERSBURG LAND
DEVELOPMENT CODE TO MINIMIZE SOIL EROSION AND CONTRIBUTE TO
WATER QUALllY, PROPOSED LAND ALTERATION ACTIVITIES SHALL NOT
UNNECESSARILY REMOVE EXISTING VEGETATION AND ALTER EXISTING
TOPOGRAPHY. ADEQUATE PROTECTION MEASURES (I.E. HAY BALES,
BAFFLES, SODDING AND SANDBAGGING) SHALL BE PROVIDED, AS
NECESSARY, TO MINIMIZE EROSION AND DOWNSTRESS SEDIMENTATION
CAUSED BY SURFACE WATER RUNOFF ON EXPOSED LAND SURFACES.
4. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE
PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE PRUNED IN
ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE
(ANSI) A-300 PRUNING STANDARDS. THIS INFORMATION MUST BE
CLEARLY IDENTIFIED ON THE CONSTRUCTION PLANS.
5. SEE CllY OF CLEARWATER PROTECTIVE BARRIER REQUIREMENTS
PROVISIONS FOR ADDITIONAL INFORMATION.
TEST
OPTIMUM MOISTUREIMAXIMUM DENSllY
100% OF MAXIMUM DENSllY AS DETERMINED BY MSHTO T99-57
(0-698-70) NO TOLERANCE
OPTIMUM MOISTUREIMAXIMUM DENSllY
98% OF MAXIMUM DENSllY AS DETERMINED BY MSHTO T180-57 (ASTM
01557-70) - MINUS 3% TOLERANCE
OPTIMUM MOISTUREIMAXIMUM DENSllY
95% OF MAXIMUM DENSllY AS
DETERMINED BY MSHTO T180-57 (ASTM 01557-70) - MINUS 3% TOLERANCE
SC-1 TESTING SCHEDULE
ITEM
WATER DISTRIBUTION
EMBANKMENT
1. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER
MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE
OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE
CROWN OF THE LOWER PIPE WHENEVER POSSIBLE.
WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST
CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE,
BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF
DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED
FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED.)
SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM
SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON
THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK
FREE AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL
CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING.
UTI LIlY TRENCH BACKFILL
OVER PIPELINES AND AROUND
STRUCTURES FROM ROW.
LINE TO ROW. LINE
UTI LIlY TRENCH BACKFILL
OVER PIPELINES AND AROUND
STRUCTURES OUTSIDE
THE ROW.
STABILIZED SUBGRADE
OPTIMUM MOISTUREIMAXIMUM DENSllY
MINIMUM 40 LBR
ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE
JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM
THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING).
98% OF MAXIMUM DENSllY AS
01557-70) - NO TOLERANCE
OPTIMUM MOISTUREIMAXIMUM DENSllY
MINIMUM 100 LBR
TEST FREQUENCY
PER SOIL TYPE
ONE PER 500 FEET
HORIZONTALLY, IN 12 INCH LIFTS
PER SOIL TYPE
PER SOIL TYPE
*-
PER MATERIAL TYPE
*** PER MATERIAL TYPE
DETERMINED BY MSHTO T180-57 (ASTM
WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE
SHALL BE CONSTRUCTED OF DIP AND THE CROSSING SHALL BE
ARRANGED TO MEET THE REQUIREMENTS ABOVE.
BASE
(OTHER THAN SOIL CEMENT)
2. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE
MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN
PARALLEL INSTALLATIONS WHENEVER POSSIBLE.
98% OF MAXIMUM DENSllY AS
01557-70) - NO TOLERANCE
GRADATION, ATTERBURG LIMITS
SLUMP TEST
COMPRESSIVE STRENGTH CYLINDERS
PER SOURCE
PER SOURCE
DETERMINED BY MSHTO T180-57 (ASTM
CONCRETE
IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FooT
HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A
SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED
ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION
THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES
ABOVE THE TOP OF THE SEWER
WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF
18 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE
CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL
BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED) WITH
A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN
SHOULD ALWAYS BE ABOVE THE SEWER JOINTS ON THE WATER MAIN
SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM THE JOINTS
ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS).
3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER
4. ALL WATER SYSTEM WORK SHALL CONFORM WITH CllY OF CLEARWATER
STANDARDS AND SPECIFICATIONS.
5. CONFLICTS BElWEEN WATER AND STORM OR SANITARY SEWER TO BE
RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY AND PER ABOVE
REQUIREMENTS.
6. ALL ON SITE PVC WATER MAINS 4 INCHES THROUGH 12 INCHES SHALL
BE IN ACCORDANCE WITH AWWA C-900 AND SHALL BE CLASS 150 SDR 18.
ALL ON-SITE PVC WATER MAINS 2" TO 3" SHALL BE CLASS 1120 AND
MEET REQUIREMENTS OF SDR 21 IN ACCORDANCE WITH ASTM 0-2241.
WATER MAINS SMALLER THAN 1 112" SHALL BE CLASS 1120 OR 1220
SCHEDULE 80 AND MEET REQUIREMENTS OF ASTM 0-1785.
7. ALL DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF
ANSI STANDARD A21.51, MINIMUM CLASS 50. JOINTS FOR DUCTILE IRON PIPE
SHALL BE MECHANICAL OR PUSH-ON JOINTS. PIPE SHALL HAVE AN EXTERIOR
BITUMINOUS COATING IN ACCORDANCE WITH ANSI A21.51. PIPE INTERIOR SHALL
HAVE A CEMENT MORTAR LINING WITH AN ASPHALTIC SEAL COAT CONFORMING
TO AWWAlANSI C104/A21.4. THE WEIGHT AND CLASS DESIGNATION SHALL BE
PAINTED IN WHITE ON THE EXTERIOR SURFACE OF ALL PIPE AND FITTINGS.
MANUFACTURER'S CODE OR SERIAL NUMBER SHALL BE PROVIDED ON THE BELL
OF EACH PIPE JOINT.
ASPHALTIC CONCRETE
AIR CONTENT
AGGREGATE ANALYSIS
DESIGN MIX
BITUMEN CONTENT
GRADATION STABILllY FLOW
PROPERTIES OF IN PLACE MATERIALS (MARSHALL)
THICKNESS
95% OF LAB DENSllY
* TESTS SHALL BE LOCATED NO MORE THAN 500 FEET APART. TESTS SHALL
BE PERFORMED ON EACH LIFT, EXCEPT THAT TESTS SHALL NOT BE FURTHER
APART THAN ONE (1) FOOT 'VERTICALLY. FIELD DENSITIES SHALL BE TAKEN
OVER ALL ROAD CROSSINGiS. FIELD DENSITIES FOR SANITARY LINES SHALL BE
STAGGERED TO INCLUDE RIESUL TS OVER SERVICE LATERALS. THERE SHALL BE
A MINIMUM OF ONE (1) TEST SERIES FOR EACH 12 INCHES OF LIFT OVER
PIPELINE BETWEEN MANHOLES. TESTS AROUND STRUCTURES SHALL BE SPiRAlED
IN 12 INCH LIFTS.
LANDSCAPE NOTES
1. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ALL UTILllY LOCATIONS AND
INSTALLING FACILITIES SO AS TO NOT CONFLICT. ALL DAMAGE TO EXISTING UTILITIES OR
IMPROVEMENTS CAUSED BY CONTRACTOR SHALL BE REPAIRED AT NO ADDITIONAL COST
TO THE OWNER
2. ALL PLANT MATERIALS TO BE FLORIDA NO.1 OR BETTER AS PER FLORIDA DEPT. OF
AGRICULTURE GRADES & STANDARDS, PARTS I & II. 1973 & 1975.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FINAL GRADING OF ALL
ASSOCIATED PLANTING AREAS.
4. AFTER FINAL GRADE, AREA TO BE RAKED TO 6" DEPTH AND ALL ROCK AND FOREIGN
INORGANIC MATERIALS REMOVED AND DISPOSED OF PROPERLY OFF-SITE.
5. ALL PLANTING HOLES TO BE HAND DUG EXCEPT WHERE MACHINE DUG HOL:.:S WILL NOT
ADVERSELY EFFECT OR DAMAGE UTILITIES OR IMPROVEMENTS (SEE NOTE ~).
6. PLANTING SOIL TO BE A WEED FREE MIXTURE OF 50% SAND, 40% MUCK, AND 10%
CANADIAN PEAT. ALL PLANT MATERIAL TO RECEIVE PLANTING SOIL AS PER ueTAILS.
7. ALL NEW PLANT MATERIAL GUARANTEED FOR 1 YEAR, FROM TIME OF FINAL Ar;CIEPTANCE
OF PROJECT, ANY PLANT MATERIAL NOT IN A HEALTHY GROWING CONDITION WILL BE
REPLACED BY THE CONTRACTOR, AT NO ADDITIONAL COST TO THE OWNER WITHIN 10
DAYS OF NOTIFICATION, EXTEND WARRANlY PERIOD AN ADDITIONAL 45 DAYS BEYOND
THE ORIGINAL WARRANTY PERIOD, FOR ALL REPLACEMENT PLANT MATERIAL. WARRANlY
IS NULL AND VOID FOR PLANT MATERIAL WHICH IS DAMAGED OR DIES AS A RESULT OF
"ACTS OF GOD" LIMITED TO HAIL, FREEZE, LIGHTNING. AUTOMOBILE DAMAGE, AND WINDS
EXCEEDING 75 MPH AS DEFINED BY THE NATIONAL WEATHER SERVICE. ALL TREES THAT
LEAN OR ARE BLOWN OVER, CAUSED BY WINDS LESS THAN 75 MPH, WILL BE RE-SET AND
BRACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER
8. CONTRACTOR TO COMPLY WITH ALL STATE AND LOCAL CODE REQUIREMENTS.
9. ALL TREES, SHRUBS AND GROUND COVERS SHALL BE OF THE SIZES AS CALLED FOR IN
THE LANDSCAPE MATERIAL SCHEDULE.
10. WHERE THERE IS A DISCREPANCY EITHER IN QUANTITIES, PLANT NAMES, SIZES OR
SPECIFICATIONS BETWEEN THE PLAN lOR PLANT LIST, THE PLAN TAKES PRECEDENCE.
11. HEDGES SHALL BE A MINIMUM OF 2' IN HEIGHT AND BE FULL TO BASE AND PLANTED 2' ON
CENTER WHEN SHRUBS ARE USED AS .A SCREEN AROUND VEHICULAR SPACE, SAID
SHRUBS SHALL BE A MINIMUM OF 2' IN HEIGHT ABOVE THE VEHICULAR SPACE PAVEMENT
SURFACE THAT DIRECTLY ABUTS THE :SHRUBS.
12. CONTRACTOR SHALL STAKE & GUY ALIL TREES AND PALMS AS PER THE APPROPRIATE
DETAIL. CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE AND/OR REPAIR OF ALL
STAKING AND GUYING DURING WARRAlNlY PERIOD.
13. ALL LANDSCAPE BUFFER AREAS TO BE COVERED WITH FLORATAM SOD.
14. USE A MINIMUM OF TWO 21 GRAM AGRIFORM 20-10-5 PLANTING FERTILIZER TABLETS PER
3 GALLON CONTAINER FOLLOW MANUFACTURERS INSTRUCTIONS FOR QUANTllY PER
PLANT SIZE FOR ALL OTHER VEGETATION. ALL PLANT MATERIAL TO RECEIVE TABLETS.
15. ALL LANDSCAPE AREAS NOT COVERED BY PAVEMENT, BUILDING, SOD OR OTHER
SPECIFIED MULCH SHALL BE COVERED WITH A MINIMUM OF 3" GRADE B PINE BARK MULCH.
16. ALL LANDSCAPE CONSTRUCTION SHALL CONFORM TO THE MINIMUM LANDSCAPE
REQUIREMENTS OF THE CITY OF CLEARWATER LANDSCAPE CODE.
17. BENEATH THE ROOT BALL. MINIMUM TOPSOIL SHALL BE 6" FOR GROUND COVER AREAS, 4"
FOR SEEDED GRASS AREAS AND 2" FOR SODDED GRASS AREAS.
18. THE SUCCESSFUL BIDDER SHALL FURNISH TO THE OWNER A UNIT PRICE BREAKDOWN
FOR ALL MATERIALS. THE OWNER MAY, AT IT'S DISCRETION, ADD OR DELETE FROM THE
MATERIALS UTILIZING THE UNIT PRICE BREAKDOWN SUBMITTED.
19. NO PLANT MATERIAL WILL BE ACCEPTED SHOWING EVIDENCE OF CABLE, CHAIN MARKS,
EQUIPMENT SCARS, OR OTHERWISE DAMAGED.
20. PLANT MATERIAL WILL NOT BE ACCEPTED WHEN THE BALL OF EARTH SURROUNDING IT'S
ROOTS HAS BEEN CRACKED, BROKEN OR OTHERWISE DAMAGED.
21. ROOT-PRUNE ALL TREES A MINIMUM OF (8) WEEKS PRIOR TO PLANTING.
8. ALL DUCTILE FITTINGS SHALL BE MECHANICAL JOINT WITH A MINIMUM
PRESSURE RATING OF 250 PSI AND SHALL CONFORM TO THE REQUIREMENTS
OF ANSI/AWWA STANDARD A21.10/C11 O. ALL FITTING SHALL BE COATED AND
LINED AS SPECIFIED ABOVE FOR DUCTILE IRON PIPE.
9. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND
HYDRANTS AS SHOWN ON DETAILS.
10. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS,
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 CllY OF CLEARWATER
UTILllY DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S
ENGINEER AND COUNlY INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
11. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL
SAMPLING AND OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES
OFF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER
GENERAL NOTES
1. OVERALL CLEANUP SHALL BE ACCOMPLISHED BY THE CONTRACTOR IN
ACCORDANCE WITH COUNlY STANDARDS OR AS DIRECTED BY THE
ENGINEER ANY AND ALL EXPENSES INCURRED FOR THIS WORK SHALL BE
INCLUDED IN THE UNIT PRICE BID FOR OTHER ITEMS.
2. THE CONTRACTOR SHALL ENDEAVOR TO PROTECT PRIVATE
PROPERlY. ANY DAMAGE CAUSED BY THE CONTRACTOR IN THE
PERFORMANCE OF HIS WORK SHALL BE CORRECTED TO THE
SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE.
PAYMENT SHALL NOT BE MADE FOR THIS WORK.
3. ANY DAMAGE TO STATE, COUNlY, OR LOCAL ROADS CAUSED BY THE
CONTRACTOR'S HAULING OR EXCAVATION EQUIPMENT SHALL BE
REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE
ENGINEER PAYMENT SHALL NOT BE MADE FOR THIS WORK.
4. ANY U.S.C. & G.S. MONUMENT WITHIN LIMITS OF CONSTRUCTION IS TO
BE PROTECTED. IF IN DANGER OF DAMAGE, THE PROJECT ENGINEER
SHOULD NOTIFY BURCAW & ASSOCIATES ENGINEERING, INC.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
CONSTRUCTION RELATED PERMITS, INCLUDING PUT NOT LIMITED TO,
RIGHT OF WAY USE PERMITS, PIPING PERMITS, MOT PERMITS, ETC.
22. NOTE SIZE OF PLANTING PITS ON PLANTING DETAILS.
23. ALL WASTE, OBJECTIONABLE MATERIAL, AND EXCESS FILL SHALL BE REMOVED AND
DISPOSED OF ON A DAILY BASIS OFF-SITE.
24. ALL LANDSCAPED AREAS TO RECEIVE 100% IRRIGATION BY MEANS OF AN AUTOMATIC
UNDERGROUND SPRINKLER SYSTEM.
25. QUANTITIES FOR LANDSCAPE MATERIALS ARE NOT SHOWN ON MATERIAL SCHEDULE,
CONTRACTOR SHALL BE RESPONSIBLE FOR NUMBERS AND PLANT MASSINGS AS SHOWN
ON THE DRAWINGS.
26. ST. AUGUSTINE SOD USAGE SHALL BE LIMITED TO 50% OR LESS OF THE SODDED AREA.
*- EACH LIFT
PER SOURCE
ONE PER SET OF CYLINDERS
ONE SET OF THREE (3) CYLINDERS FOR
100 CUBIC YARDS OR FRACTION THEREOF
ONE PER SET OF CYLINDERS
ONE PER DESIGN
ONE PER TYPE
ONE PER DAY
ONE PER DAY
ONE PER DAY
***
** FOR FLEXIBLE PIPE (CORRUGATED STEEL OR ALUMINUM), 95% OF MAXIMUM
DENSllY (MSHTO- T99) PER FOOT SUPPLEMENTAL SPECIFICATIONS SUB ~..
ARTICLE 125-8.3.2 AS MODIFIED. ............ ~
*- TESTS SHALL BE LOCATED NO MORE THAN 500 FEET APART. THERE SHALL
BE NO LESS THAN ONE (1) TEST PER STREET.
EROSIONITURBIDITY CONTROL NOTES
1. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS
SHALL BE COORDINATED WITH THE CONSTRUCTION OF THE PERMANENT
EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE
ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND
WATER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE.
2. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE
GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL
TYPE THAT WILL BE EXPOSED. SILlY AND CLAYEY MATERIAL USUALLY
REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER
DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR
HAY BALES TO PREVENT EROSION. FLOATING TURBIDllY CURTAINS
SHALL BE USED IN OPEN WATER SITUATIONS. DIVERSION DITCHES OR
SWALES MAY BE REQUIRED TO PREVENT TURBID STORM WATER RUNOFF
FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT
MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES
AND OTHER EROSIONrruRBIDllY CONTROL MEASURES IF CONDITIONS
WARRANT.
3. CONSTRUCTION OPERATIONS IN OR ADJACENT TO WETLANDS SHALL
BE RESTRICTED TO THOSE AREAS IDENTIFIED IN THE PLANS AND IN
THE SPECIFICATIONS.
4. EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN THE WETLANDS OR
IN A POSITION CLOSE ENOUGH THERETO TO BE WASHED AWAY BY
HIGH WATER OR RUNOFF.
5. WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATERS FROM
CONSTRUCTION AREAS, THE WATER SHALL BE TREATED PRIOR TO
DISCHARGE TO THE WETLANDS. TREATMENT METHODS INCLUDE AND ARE
NOT LIMITED TO, TURBID WATER BEING PUMPED INTO GRASSED SWALES
OR APPROPRIATE VEGETATED AREAS, SEDIMENT BASINS, OR CONFINED
BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDllY BARRIERS, AND
KEPT CONFINED UNTIL ITS TURBIDllY LEVEL MEETS STATE WATER
QUALllY STANDARDS.
6. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SUCH THAT THE
AREA OF UNPROTECTED ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS
NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT
CONSTRUCTION OPERATIONS, AND THE DURATION OF EXPOSED,
UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS SHORT AS
PRACTICABLE. CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND
PERFORMED THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY
THEREAFTER, AND GRADING OPERATIONS SHALL BE SCHEDULED AND
PERFORMED THAT PERMANENT EROSION CONTROL FEATURES CAN FOLLOW
IMMEDIATELY THEREAFTER IF CONDITIONS ON THE PROJECT PERMIT.
7. THE CONTRACTOR AND/OR OWNER'S REPRESENTATIVE SHALL PROVIDE
ROUTINE MAINTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL
FEATURES UNTIL THE PROJECT IS COMPLETE AND ALL BARED SOILS ARE
STABILIZED.
8. SILT FENCE SHALL BE LOCATED AT THE PERIMETER OF CONSTRUCTION LIMITS,
AS DEFINED BY FIELD CONDITIONS.
9. CONTRACTOR IS TO PROVIDE EROSION CONTROL AND
SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO
PREVENT SILTATION OF ADJACENT PROPERlY, STREETS, STORM
SEWERS AND WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE
STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS
WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT 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.
10. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION,
THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING
SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS.
O\~\G \~AL
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= Denotes a Set 5/8" Iron Rod
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\\ / TYPICAL. 23.~ ~Y8 \ EXISTING ELECTRIOO POLES &
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\ cr /: PI~LLAS COUNTY & FLORIDA
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PER CITY OF CLEARWATERSTANQARDS.
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AIC = Air Conditioner
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DEMOLITION NOTES
1. ALL EXISTING ABOVE GROUND CONDITIONS /
IMPROVEMENTS SHALL BE REMOVED TO EXISTING
PROPERTY LINE,
2, ALL UNDERGROUND UTILITIES SERVICES SHALL BE
LOCATED AND REMOVED TO EXISTING PROPERTY LINE
UNLESS OTHER~ISE NOTED ON THESE PLANS.
3, ALL EXISTING ~ELLS SHALL BE PROPERLY
ABANDONED BY A LICENSED ~ELL CONTRACTOR PER
S~F~MD STANDARDS.
4, MONITORING ~ELLS SHALL BE MAINTAINED AND
PROTECTED,
5, ALL EXISTING ~ATER METERS TO BE ABANDONED PER
PINELLAS COUNTY STANDARDS,
6, UPON TESTING OF BASE MATERIAL PER GEOTECNICAL
APPROVAL, CONTRACTOR MAY REUSE EXISTING BASE
MA TERIAL ONSITE,
7. BASE MATERIAL THAT FALLS IN PROPOSED
LANDSCAPED ISLANDS SHALL BE REMOVED,
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CONSTRUCTION NOTE: .'
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ALL EXISTING IMPROVEMENTS TO'
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REPAVED ARE TO BE RESTORED ..,
WITH SOD AND NEW SIDEWALK PER
SITE PLAN. CURB ALONG UNIO,N
STREET IS TO BE RESTqRED WHERE/
EXISTING DRIVEWAY IS REMO\tED.
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SHALL BE COORDINATED WITH THE CONSTRUCTION OF THE PERMANENT
EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE
ECONOMICAl, EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND
WATER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE.
2. THE TYPE OF EROSION CONTROL BARRIERS USED SHAlL BE
GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL
TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERiAl USUALLY
REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER
DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR
HAY BALES TO PREVENT EROSION. FLOATING TURBIDITY CURTAINS
SHAlL BE USED IN OPEN WATER SITUATIONS. DIVERSION DITCHES OR
SWAlES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF
FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT
MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES
AND OTHER EROSIONnuRBIDITY CONTROL MEASURES IF CONDITIONS
WARRANT.
3. CONSTRUCTION OPERATIONS IN OR ADJACENT TO WETLANDS SHAlL
BE RESTRICTED TO THOSE AREAS IDENTIFIED IN THE PLANS AND IN
THE SPECIFICATIONS.
4. EXCAVATED MATERiAl SHALL NOT BE DEPOSITED IN THE WETLANDS OR
IN A POSITION CLOSE ENOUGH THERETO TO BE WASHED AWAY BY
HIGH WATER OR RUNOFF.
5. WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATERS FROM
CONSTRUCTION AREAS, THE WATER SHAlL BE TREATED PRIOR TO
DISCHARGE TO THE WETLANDS. TREATMENT METHODS INCLUDE AND ARE
NOT LIMITED TO, TURBID WATER BEING PUMPED INTO GRASSED SWAlES
OR APPROPRIATE VEGETATED AREAS, SEDIMENT BASINS, OR CONFINED
BY AN APPROPRIATE ENClOSURE SUCH AS TURBIDITY BARRIERS, AND
KEPT CONFINED UNTIL ITS TURBIDITY LEVEL MEETS STATE WATER
QUAliTY STANDARDS.
6. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SUCH THAT THE
AREA OF UNPROTECTED ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS
NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT
CONSTRUCTION OPERATIONS, AND THE DURATION OF EXPOSED,
UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHAlL BE AS SHORT AS
PRACTICABLE. CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND
PERFORMED THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY
THEREAFTER, AND GRADING OPERATIONS SHAlL BE SCHEDULED AND
PERFORMED THAT PERMANENT EROSION CONTROL FEATURES CAN
FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS ON THE PROJECT
PERMIT.
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NE-18.93-15" RCP I~' ":;;,~o [51". 8"'~cYC'P\ /1-' -S';--VCF
~_1R ')~_1c;" Rf'P .,,/,.,c;'P : a::: I ,~I
7. THE CONTRACTOR AND/OR OWNER'S REPRESENTATIVE SHAlL PROVIDE
ROUTINE MAINTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL
FEATURES UNTIL THE PROJECT IS COMPLETE AND ALL BARED SOILS ARE
STABILIZED.
8. SILT FENCE SHALL BE LOCATED AT THE PERIMETER OF CONSTRUCTION LIMITS.
AS DEFINED BY FIELD CONDITIONS.
9. CONTRACTOR IS TO PROVIDE EROSION CONTROL AND SEDIMENTATION
BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF
ADJACENT PROPERTY, STREETS, STORMSEWERS AND WATERWAYS. IN
ADDITION, CONTRACTOR SHAlL PLACE STRAW, MULCH OR OTHER
SUITABLE MATERiAl ON GROUND IN AREAS WHERE CONSTRUCTION
RELATED TRAFFIC IS TO ENTER AND EXIT 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.
10. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION,
THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING
SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS.
22,93
. . 'X 22.40
~6'
l'
LEGAL DESCRIPTION
Lots 6, Block 10 of AIKEN SUBDIVISION according to
map or Plat thereof as recorded in Plat Book 14 Page
45, of the Public iRecords of Pinellas County, Florida.
N. RIM DMH
ELEV, = 22.85
INV. 15" RCP
ELEV. = 18.29
04560
ALG
ALG
BW
MDC
JOB NO.
DRAWN
DESIGNED
CHECKED
QC
SHEET
SURVEYOR'S NOTES:
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CONTRACTOR SHALL
SAW-CUT EXISTING
PAVEMENT AS REQUIRED.
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Subject property contains 0.39 acre or 16,992 square feet, more or less.
ASPH. PAVEMENT
CONTRACTOR SHALL SAW-CUT
EXISTING PAVEMENT AS REQUIRED.
Elevations as shown hereon were based on City of Clearwater Benchmark
"E -06" elevation 23.382, 1929 Datum. Located in base of metal traffic
mast at the Northeast corner of Myrtle Avenue and Chestnut Street.
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SAWCUT REMOVE & REPLACE "J' . X;
. 0~
EXISTING PAVEMENT AS ' C.)G~'\
REQUIRED TO ALLOW FOR i. /'
P~pPOSED ICONSTRUCTION .: .' . /' /' /'
89047;35;' E A 125.5gi~~? 1 ..... 1;0(7')>1'': /
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PROPOSED OPAQUE
6' PVC DECORATIVE
FENCE (TYP.)
TYPICAL VEHICULAR
SIGHT TRIANGLE I
EXISTING ZONING
EXISTING LANDUSE
PROPERTY PIN NUMBER
BUILDING TYPE
BUILDING HEIGHT
TOTAL UNITS
DENSITY
SETBACKS
'0' DOWNTOWN DISTRICT
'CBD' CENTRAL BUSINESS DISTRICT.
15/29/15/00108/010/0060
CONC. BLOCK CONSTRUCTION. UNPROTECTED
30' MAX.
11 UNITS + 2 UNITS FROM T.D.R.
33.33 UNITS / ACRE
4' FRONT SETBACK
4' REAR SETBACK
7' SIDE SETBACK
1.5 SPACES per UNIT = 20 SPACES
(2) CAR GARAGE PARKING = 26 SPACES
ASPH.
PARKING
20' X 20' SIGHT----
VISIBILITY
TRIANGLES
20' REAR
SETBACK
27'- PROPOSED DRIVEWAY
STOP SIGN R1-1. PER
FOOT INDEX #17302 (TYP,)
. .
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24" WHITE STOP BAR. . PER)~;:' ;.
FOOT INDEX # 17346r(IY~Jr,,'. ",
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POSED H.CI
PS PER FOOT
X #304 ( TYPICAL)
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PARKING REQUIRED
PARKING PROVIDED
Existing Areas:
Building Area(s): 1.529 S.F. - 8.99% - 0.035 AC.
Vehicle Use Area: 9.929 S.F. - 58.43% - 0.228 AC.
Open Space Area: 3,351 S.F. - 19.72% - 0.077 AC.
Cone. Areas & S/w: 2.183 S.F. - 12.86% - 0.050 AC.
Total Site Area: 16.992 S.F. - 100.00% - 0.390 AC.
Existing Impervious Surface Ratio: 0.8028 - 13,641 S.F.
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PROPOSED OPAQUE~ ! LLlf-!-~M-LLL1'4 ~I>; ,'( ':0 ; ;.. ';>1. ......... V I< · It Mv I I~J, 1_
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CONC. WALK.~ ~~I jjl~.ii ~ ~- ~~ C(~L~ CC......tii .J.L!!'lll R OC~~~~L~~~ ~ l:tL~ C r1--~"-' ~.~ ~t-~E t!!C U~ ~[tL vri I ~~:
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~"':I 1:..,....:./ LLL LLl...,...L.L .LL..'ili $!ti.~ I-LL LL LL LLll...LL LLLL- LL t-LL .'F- I'"
PROPOSED OPAQUE' ' LL-t_-.l-/, r- +-~.I ~,L,LL LULL LLl.P~ )LERtt1 ~L I LLL LL LLllLL LLL ~..:rt ~ ..
.,..I,.;d . ~bL.L W-ULLL LL:L~ "- I ,L- I I .L- II 'I.L- t-LULL LLL "~~rPl_11 I ~
6' PVC DECORATIVE I ~[ .lL: I L -' I .-L. LU1.t.:.L: ~LbLL ~~ J , I I L -' I I LLlll:.L LtL 16II. Ul! " ~ I ~
FENCE-WHITE. ;if'"] L, + ~ Al.ALLLW.L,~L:'L..':LLLLL_LLLL LLLL -LLLL41..:L~ 'LL.iL. q~~~U~~LL r-L I I ~
ASPH. ~m" ,I LL,~!~\L LL~~? cbtl~~~ ~II LLIL ~ CL;- l?t L~~C~CGL" LLLL:~F"=-L l~ ~L~.LL I r;..;.j
P .J1. - fT1 II il I..L. 1 ill: I - ~ .- ,I I 11- ~ 1-: "f I I ,Lf 1 ,:l,...h." I - J - I I . ." l.
ARK I N G .........-.-.~.: LW. I ',_; I 0
PROPOSED ELEC.----, "L t _ L al<>~ " ~~~~~"f;tal-:;c;<'<::.:ei ~~~~ ~.:i;\;i:.;.:4i} J'g' ·
TRANSFORMER i ~J.t X"=: . ~- . "~. . --- '-- . 4'"FRONT SETBAC'K . "\ ;::~ r- . '--~ .40 .
LOCATION (TYP.) I ~ _ _ _ _ _ _ ~y. _ _ ~v' ~ "t ".,
/1 ~ - - - - ry - - . - -. Z~ --:~-----
/. ,~A :'\. / (~ :'\. I ~.1 E~rsting
EXISTING CONC.~ · ~ '<. ..' .'. .... ....;:..". 8:8 90:{) 6143" " E...~ '.. · ~n: '. _ 4~. 4 ~ 12.'5. oA.. 6.. :'(. .F.) "if ?~5. '{j.J A ).. .:'. '. : ~;r.': -~~~~:""-
RETAINING WALL I. . A'. I." 4 · ~ ''1. ~ v" .4 ... 'A A !.,' :
TO REMAIN. i. PROPOSED 127L.F.-J STREnFACINt;..JRAS..S INTERLOCKING BRICK"; PROPOSED40L.F.-~i ~J J.. .
i ~ 5' CONC. SIDEWALK. UNIT ENTRANCE. PAVERS -- TAN 4" X 8" 5' CONC. SIDEWALK. i r:!
:___',L__ PER FOOT INDEX #310 (TYPICAL) HERRINGBONE PER FOOT INDEX #310 I.UJ. z I ~~IA'f'--
--oHE-----OHt__:' "*' ..--------OHE-----~HE----_OHE---- &.OHE-.--~~HE--~ RATTER~(TYPICAL) c ! ~ ~!>lt. J ~ "
7 - ~HE - - - - -OHE - - -, - -OHE - - - - ~HE - - - - I. 1fT"'..L .. /)
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/ SIDEWALK CONSTRUCTION NOTE: ,
EXISTING OVERHEAD ELECTRICAL-1 SITE CONTRACTOR SHALL BRING ALL EXISTING CONCRETE'
& TELECOMMUNICATIONS LINES. SIDEWALKS AND RAMPS ADJACENT TO PROJECT AREA UP
TO ADA REQUIREMENTS PER FOOT INDEX #304. ( TYPICAL)
~
1;:;0;:;0-0
00000
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0~000
OPOSED 8E L.F. -
ONC. SIDE NALK.
. R FOOT INDEX #310
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( IN FEET )
1 inch = 10 ft.
.
PROJECT AREAS:
BUILDING AREA(S):
VEHICLE USE AREA:
OPEN SPACE AREA:
CONC. AREAS & S/W:
TOTAL SITE AREA:
IMPERVIOUS SURFACE RATIO:
FLOOR AREA RATIO:
REQUIRED VUA GREENSPACE
10% ofVUA < 4,000 Sq. Ft.
GREENSPACE NOTE:
PROPOSED PROJECT HAS LESS THAN 4,000 Sq. Ft. OF VEHICULAR USE AREA
WHICH NEGATES THE REQUIRED INTERIOR LANDSCAPE REQUIREMENTS.
FLOOD ZONE "X" - PER F.E.M.A. MAP..
PANEL 12103-C-0108-G, SEPT. 02, 2003.
6,155 S.F. - 36.22% - 0.141 AC.
3,934 S.F. - 23.15% - 0.090 AC.
3.533 S.F. - 20.79% - 0.081 AC.
3,370 S.F. - 19.83% - 0.077 AC.
16,992 S.F. -100.00% - 0.390 AC.
0.8086 - 14,931 S.F. = INCREASE OF 1.290 S.F.
1.0867 - 18,465 S.F.
3.380 S.F. = REQUIRES NO PLANTINGS
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LEGEND
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PROPOSED BUILDING
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EXISTING BUILDING
..-- ~
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PROPOSED SIDEWALK I
CONCRETE ~
EXISTING SIDEWALK I
CONCRETE
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GENERAL NOTES
PROPOSED PAVEMENT AREA
/1
/
1. THE PROPOSED ACTIVITIES SHALL COMPLY WITH THE CITY OF CLEARWATER
DEVELOPMENT REGULATIONS INCLUDING THE TREE AND LANDSCAPE CODE.
STORMWATER MANAGEMENT REGULATIONS AND FIRE CODES AT THE TIME OF
PERMITTING.
. Ifi IS)
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PROPERTY LINE
EXISTING CHAIN LINK FENCE
EXISTING EDGE OF PAVEMENT
PROPOSED CONC. CURB I
EDGE OF PAVEMENT
HANDICAP PARKING
-------
....
-X-X-x-x-
. I
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2. THERE ARE NO WETLANDS OR CONSERVATION AREAS WITHIN THE PROJECT
BOUNDARIES.
/ \
/
//
" " ~ "-
3. ALL SIGNAGE SHALL COMPLY WITH THE CITY OF CLEARWATER SIGNAGE
CODES.
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4. ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE STATE SOUTHERN
BUILDING CODE.
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5. ALL EASEMENTS SHALL BE DEDICATED TO THE APPROPRIATE ENTITY AND
ALL ROADS SHALL BE PRIVATE.
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6. COMMON AREAS AND FACILITIES SHALL BE MAINTAINED BY THE PROPERTY
OWNERS ASSOCIATION.
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7. LOT LINES SHALL MATCH BUILDING FOOT PRINT. REMAINING AREA SHALL BE
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8. SITE ACCESS HAS BEEN DESIGNED FOR EMERGENCY AND PARATRANSIT
VEHICLES.
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9. ALL PROPOSED SIDEWALKS SHALL MEET ADA REQUIREMENTS. ALL
SIDEWALK CROSS SLOPES AND DRIVEWAY CROSSINGS FOR SIDEWALKS SHALL
BE 2.0% MAX SLOPE. ALL EXISTING SUBSTANDARD SIDEWALKS ADJACENT TO
OR PART OF THE PROJECT SHALL BE BROUGHT UP TO CITY, ADA CODES AND
FOOT INDEX 304.
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10. WATER AND SEWER SERVICES SHALL BE PRIVATELY OWNED AND
MAINTAINED. SERVICE SHALL BE PROVIDED VIA THE CITY'S WATERMAIN ON
PROSPECT AVENUE.
I'BdTOP SIGN R1-1. PER
I BfI$"hOT INDE> #17302 (TYP.)
.. WHITE SrrOp BAR PER
OT INDE) # 17346 (TYP.)
OPOSE[!) H.C. RAMPS
R FOOT ,INDEX #304
PICAL )
EXISTING CONDITIONS LEGEND:
o = Denotes a Set Nail & Disk
(set LB6890)
o = Denotes a Set 5/8" Iron Rod
(LB#6890)
f-- = Guy Wire
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11. CONTRACTOR SHALL INSTALL DOGHOUSE MANHOLE / STRUCTURE OVER
EXISTING 8" SANITARY SEWER MAIN ON THE EAST R.O.W. OF PROSPECT AVE.
FOR NEW 8" SANITARY SEWER SERVICE.
12. ALL UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED.
COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241.
13. PLANS ADHERE TO FLORIDA FIRE PREVENTION CODE-2001 EDITION, NFPA
101-2000 EDITION. NFPA 70-1999 EDITION, AND FLORIDA STATUTE 633.
14. CLEARANCES OF 7.5' FEET IN FRONT OF AND TO THE SIDES OF THE FIRE
HYDRANT, WITH A 4' CLEARANCE TO THE REAR OF THE HYDRANT ARE TO BE
MAINTAINED AS PER NFPA 1. SEC. 3-5.6.
15. FIRE PREVENTION SYSTEM TO BE INSTALLED IN ACCORDANCE WITH NFPA
13, 1999 EDITION BY A LICENSED FIRE SPRINKLER CONTRACTOR UNDER
SEPARATE PERMIT WITH DRAWINGS.
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Water Main Paint Marker
= Gas line Paint Marker
GLPM
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16. SOLID WASTE COLLECTION SHALL BE BY GARAGE SIDE PICKUP IN FRONT OF
EACH UNIT. ALL RESIDENTS SHALL STORE SOLID WASTE CONTAINERS INSIDE
GARAGES OR UNITS WHEN NOT IN USE.
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17. ALL AC UNITS FOR ALL BUILDINGS WILL BE LOCATED ON THE ROOF, UNLESS
OTHER WISE INDICATED ON THESE PLANS. ALL AC UNITS WILL BE LOCATED
OUTSIDE THE REQUIRED SETBACKS.
JAN 0 6 2005
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SPRINKLER SYSTEMS AS PER FLORIDA BUILDING CODE.
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1.5' CONC.J
GUTTER
19. ALL PROPOSED ROADS, STORMWATER AND UTILITIES ARE PRIVATELY
OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION.
Perm. Control Point
Found
Set capped iron rod
Found capped iron rod
= Manhole
20. SOD ALL AREAS IN EXISTING RIGHT OF WAY DISTURBED BY CONSTRUCTION.
21. FFE=FINISHED FLOOR ELEVATION.
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ROOF RUNOFF AND SHALL BE DIRECTED TO PROPOSED INLETS.
(TYP) = Typical
EOP = Edge of Pavement
CONC. = Concrete
A/C = Air Conditioner
FFE = First Floor Elev.
<t = Center Line
OR,BK. = Official Records Book
RCP = Reineforced Concrete Pipe
BFP = Back Flow Preventer
COURT STREET
23. BUILDING CONSTRUCTION SHALL INCORPORATE STEMWALL FOUNDATIONS
WHERE GRADE DIFFERENTIAL EXCEEDS 12".
JOB NO. 04560
DRAWN ALG
DESIGNED ALG
CHECKED BW
QC MDC
SHEET
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ASPH. PAVEMENT
25. HOMEOWNERS ASSOCIATION DOCUMENTS AND DEED RESTRICTIONS SHALL
INCLUDE A STATEMENT THAT NO PARKING IS PERMITTED. ALL VEHICLES MUST
BE PARKED IN GARAGE.
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POND. THE DEVELOPER SHALL' PAY $7,253.54 / I I I. . 1 . :..4. C\I . '4~" I I'" t .7'1 '/),'1"ZZZZZZZZZ/7777///. ?//J?/////Z. .;J(
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,. RCP INST ALLA TION NOTE: / -; / :=-~,L~L~:Lt:', ~~H~ :2 h " ~ ~ 2~f10' ;~ .~~., 24.65~ A~ " Ie< 0\, ~~:~ <. "6 ~ :
SITE DEVELOPER SHALL INSTA.LL"/ MI/RA r71 1..4'0" 'N.../I,I , \\ r ;=;1 ccc:ce c l"'l '. q,.. ~.'. ~ ~;...,.:.<i";;''''':;:...'''''':'''''1I''""':i!1'I<1!'''Iii'"...,.., I", ,'\. '\."\ l~" .""",m.,:,,:J?!,i''''''''i> ).::''''''i''ii~~~m~. ~')"O~ ''"''~~.,.'''I':';i:~,.r:'''',..i,.,.._''jWl ... '~\ " . "'''''''~,''.'''_. .'"..~.."":)',, ".,.,l.L:
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FILTER FABRIC, OR EQUAL AT ALLPROPOSEb/, " \\ :11 ~IILLL~LI~_LL~lrh5:00, ". i...,". . '?~ ~ ~, 0.60% ' I>>>~ II ~ L It:: \ '~n;,ry r:,~'1-"j'r-_. 5.1 X, 23,01 tin,09
STORMWATER PIPE JOINTS. FAB~JC!() SE ~// i I I /J~~= I I)~t . ...... I;" ," ~ j ~ f~4.70'\.'\."\,....... -~-. 23.2" t1; i);.:~' ;~, --,' ::
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STANDARDS PART 'B' TECHNlpAL SPECIFlqA11dNS I f-~.'-,==-=-" - .-' l' "..d' '" . fI' / ; ~ 12"2"2" I ~ 41.00% 52 "-t > qp f~ "
\. SECTION IV ARTICLE 190 / /"' ~ .~~o ." .' '. r:' '" ""- /,~~._..."i;;,,~o =,~r '~ CONTRACTOR&MALl
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: / PROPOSED CONC. STEPS _--Y GRASS I '\ i
! / >lxy3;-~AR~ELANS~TAIL ~ ~ PROPOSEfJ12O-L-:F'T-~eONC.- (J)~ .. ~ ! I !
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22.62 \ , X ??R.' ,)( ^ , '0:, ~., '.A! tl -l! -
*2-2-:-76----------------------.. . :.,):1 0 22.93 --::::::~22.77
~~.:.._---------------t--A-_- *.?~ u.,~", .?.? ~ A_ '~:Q' OJ ~.? )' ~ ~+~~ ?~O'i ~
''>6' 1.5' CONC.J .~~ ''>6' ''>6' -~~ '6'7 N. RIM DMH '.J 0'> \~~, .' I SANITARY MANHOLE
GUTTER ,...~~ Qc ELEV. = 22.85 ':\'..",.,' A~IM ELEVATION=22.94
'-), ~, , '. E-19.18-61" VCP
INV. 15" RCP <S.:\, 'I 5-19.58-6" VCP
ELEV. = 18.29~,-.. /~ W-19.18-6" VCP
, '-~ I/o NW-19.21-6" VCP
,_ 1/ Q:
1. ALL REAR ROOF DRAINAGE TO BE DIRECTED FROM BUILDING TO INTERNAL
STORMWA TER DRAINAGE SYSTEM. CONTRACTOR SHALL COORDINATE WITH
BUILDING ARCHITECT FOR TIE-IN POINTS & REQUIREMENTS,
2. ALL FINISH FLOOR ELEVATIONS ARE MINIMUMS.
3. ANY AREAS SUBJECT OT EROSION MUST BE ADEQUATELY STABILIZED WITH
VEGETATIVE MATERIAL THAT WILL, WITHIN A REASONABLE TIME FRAME, DETER
SOIL DISTURBANCE. SODDING, PLUGGING, SPRIGGING OR SEEDING IS ACCEPTABLE
FOR STABILIZATION; HOWEVER, SODDING MAY BE REQUIRED IN AREAS OF
EROSION-PRONE SOILS OR WHERE SLOPES ARE GREATER THAT 5: 1 VEGETATION
OTHER THAN GRASS IS ACCEPTABLE UNLESS OTHERWISE SPECIFIED.
4. THE PROPERTY SHOWN HEREON APPEARS TO BE IN FLOOD ZONES "x" - PER
F.E.M.A, MAP., PANEL 121 03-C-01 08-G, DATED SEPT, 02, 2003.
X 23,54
u~
~
A. +'to
I'~
------
Existing Fire
Hydrant Assembly
i~
II
*\22.98
1\\ .
1\\
1\\
I '(,... 23.07
: . x:::::::. :::::. ::::~( 23.1 2
I
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I GLPM
I
GRAPHIC SCALE
10 0 5 10 20
~II I
X 23.40
)( 23.61
/
,/
. ,',:.(
-
PROPOSE[ 30 L.F.
- CONC. S. EM
WALL (TYFjlCAL.)
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-x-x-x- EXISTING CHAIN LINK FENCE
-"'Fe -,..,,""', --""LC - PROPOSED SILT FENCE
( IN FEET )
1 inch = 10 ft.
LEGEND
11. L. L.. t.. f.., :., i
r" L. I, l I .
It ! i J I'
L : L. ....:~ PROPOSED BUILDING
:..~ I ;..1
'w
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<(0
I
I
><22.78
I '
L/ ...:,/,,//~,I EXISTING BUILDING
r.:..... "I ."..4'. . .~ ..:....~ PROPOSED SIDEWALK I CONCRETE
I I EXISTING SIDEWALK I CONCRETE
PROPOSED FULL ASPHALT
PAVEMENT REPLACEMENT.
I ___-:::~22,98
I /-:;_-
I //
11x/f.2,79
II'
I '1'
I / /
1/1
V I
1:112.71
II
II
II
II
II
II
II
./
.] /
--
- - PROPERTY LINE
H.P.
-------
PROPOSED STORM SEWER
PROPOSED HIGH POINT
EXISTING HIGH POINT
o 12.70
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED STORM INLET
STORM STRUCTURE NUMBER
DIRECTIONAL FLOW ARROW
c
@
---.-,
STORM STRUCTURES:
INLETS PER FOOT INDEX #232
MANHOLE PER FOOT INDEX #201
ALL INLETS H-20 RATED
@ DOGHOUSE MANHOLE.
WI TYPE "J" BTM. & RIM
SEE CITY DETAIL SHT. 9
TOP EL = 22.60
INV EL = 17.60 (E)
INV EL = 14.55 (N)
INV EL = 14.50 (S)
@ TYPE "F" INLET
TOP EL = 23.25
INV EL = 17.35 (E)
INV EL = 17.25 (W)
@ STANDARD MANHOLE
TOP EL = 24.80
INV EL = 17.10 (N)
INV EL = 17.00 (E)
@ TYPE "F" INLET
TOP EL = 23.55
INV EL = 17.85 (S)
ORIGINAL
23.07 X
PIPE CHART:
@ 18 L.F. - 18" RCP
( OR APPROVED EQUAL)
@ 5.88% SLOPE.
I'
~'i':.
@ 78L.F.-18"RCP
( OR APPROVED EQUAL)
@ 1.00% SLOPE.
JAN 0 6 2005
..-
..-
,
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c:
co
..,
i:::
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0:
10
e.
@ 86 L.F. - 18" RCP
( OR APPROVED EQUAL)
@ 1.00% SLOPE.
NOTES:
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'COURT STREET
.
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0"0 ,', , -\ /,'
~~AI~t~J:~~~~~~C'~W;.. ~ cvpf,; ... ...
N-14.33-48" RCP 0 / ..' ~~..... ...- ../' '\...
NE-18.93-15" RCP ~. .~~~~O I'~I 8~:~'(C'P~'T /1" 'S';-VCP'
E-18.23-15" RCP "{,:..:p. '(tl 0~,
5E-16.28-24" RCP r;v I: 1 ~;
5-14.23-15" RCP i~! >1
.. W-18.36-15" RCP I
'1_'1-'9' '1_'9' '1_,,:V:J ",,,,?O NW-18.23-15" RCp! 101
t========================~~====================================================~'1-====================================================t'1-====================*___
22.53 ---::::::.-_
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ASPH. PAVEMENT
5. ALL GRADING OF SIDEWALKS AND PEDESTRIAN WALKWAYS SHALL MEET MINIMUM
'ADA' STANDARDS, SEE SHEET #7 FOR DETAILS & SPECIFICATIONS.
6. CONTRACTOR SHALL INSTALL AS REQUIRED;
6" COMPACTED BASE ~ CRUSHED CONC. ~ 98% AASHTO T-180
6" COMPACTED SUBBASE ~ CRUSHED CONe. LBR-40 ~ 98% AASHTO T-180
TYPICAL FOR ALL PREVIOUSLY LANDSCAPED / OPEN AREAS.
7. CONTRACTOR SHALL REMOVE EXISTING BASE & SUB-BASE MATERIAL FROM
PROPOSED LANDSCAPED AREA & REPLACE WITH TOPSOIL AS REQUIRED FOR
PROPOSED LANDSCAPING.
8. Elevations as shown hereon were based on City of Clearwater Benchmark
"E -06" elevation 23.382, 1929 Datum. Located in base of metal traffic
mast at the Northeast corner of Myrtle Avenue and Chestnut Street.
_-X 22.85
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JOB NO.
DRAWN
DESIGNED
CHECKED
QC
SHEET
04560
ALG
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MDC
5
/
6" x 4" TAPPING SLEEVE AND VALVE PER ~I /.,//~~/ "41. ~;~~ ::
CITY OF CLEARWATER DETAIL SHEET #10 / 1 II
ASP H . ( TO BE PROVIDED BY CITY OF A1. ..... . II
PARKING CLEARWATER & PAID FOR BY APPLICANT) ~";'1 . 'fl ::
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L~~~~Af!'!L LLL ~;; ~.I"I-~.IM FL]........ LLLL I LLLtll!J~t3.LLLL LL(~ ?/? II{I{/ '
j- ~L_LLL 'LLLL ~ <h "'...... . '~LJWEtJlt l18-LLLL ~OOo LLLLLLLLLLL LL - I t\ .~ tL I ~: rl
I L-I_LLL LLL I" '- "'):;; . . . ." I-LLLLLLLLLL lEND I ~(J) tTOC.FtL~~~~IT~. ~~.I;~~L I 1 .,~ 1 PROPOSED FIRE HYDRANT II'
~I L..-LLLL LLL, 4 .. )A'!;),,' .,~ . f-LLLLLLLLLL L~fftl~EL~L4.E.L::~E ~L I :""';.' I ASSEMBLY. PER CITY OF II
I LLLLLLLLLLL I <7",J ~ ,~)i . / _4 :~'"'' . ~Lf-f-f-~f-f-f-f-f- LSAJ'flT~FiYSJ=1YY~~urr-1! ~: 1.1" ~ I L() CLEARWATER DETAIL II I
L..-LLLLtLLctL 4:" i ~'1"W 1.oI:~ '\.. '- LLLLLLLLL ~~~,::~~-.,,---;;--_.....:~~ m____J 1 ,,~l'-4 I SHEET #11. ::
l ::=CtttLttLL: I ui " ."ss ......" 1/ 'v/':> L.:J. LLL~LLLLL 4" ~.. .,4 44 "4 ~ l(') -c 0'1 LOCATEPROPOSEDF.D.C. II i "
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to-~ 4 . J~'!1 \ ....... .~ J.. ("I I, :
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, LLLLLLLLLI' 4'. ... 4 '4 IN 1(1;',01 .. T!;(rn~. Ji""'< .;Vi",-' ... ., Cf'!},! .. ......_. ~ ~ II INV EL = 19.65
I .t'1 4., 4 ,""~ ! ll....;.e;~ II
1--1- :tttttet[:t~~. ~,',8:~ ,~"~ Kli ~~?:V~~~~ii . '~~ ~ . ~~ ~~ ~~~~~;II~~ ~~~~~MENT ::
6"gOcL ~ - 4" 4/// -~ FIRE LINE. '/'77 \, ~ SERVICE. 55L.F.-4" PVC. II
BEND...I rm " ".~ " 4 ji.Y\ l'\ '\"<):' ~ ,'\. '\. ~ II
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II t t =tU.:r:liLLLLLcict tl:t~~~EI'., _ ~tt~tEGtt tt::~-~~- _~&~l II ". I I AND VALVE PER CITY OF i
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: ~ f--LLLlJ)~JQ~LLLLE LL'LL_LLL LLLLLL f---LLLLI I LLLLLliLL LLl-LLLL LLLLLL J^ CLEARWATER & PAID I
co '(T't ~ I c-LLLLXl"""LLLLULLL LLLLLLL~.~ LLLLL f---LLLIVI.' LLLLLliLL LL,LLLLL~LLLL I 1 ~ I I FOR BY APPLICANT) :1.--1
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\ "-- TYPICAL FIRE DEPARTMENT CONNECTION GRAS S : ~: n -'*< I ::
, 4" PVC DRYLlNE SERVlCE(s). ~ ~ ~ ~ * I ..... I. II .
PROPOSED FIRE HYDRANT ASSEMBLY. PER : f: i ESTOJ . .. . :\/~\
CITY OF CLEARWATER DETAIL SHEET #11. I 'x 6 I ~I -;::; 0'1- \ \'- ,- /
>JIt >JIt >&< .... -'*< .... I wul.... '>/ \tl,
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WITH ASPHALT OVERIfAY AFTER
UTILITY INSTALLATI07
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CONC. WALK
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ASPH.
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GUTTER
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PROPOSED 30 L.F. - OPEN
CUT PAVEMENT. SEE CITY OF
CLEARWATER DETAIL SHEET #7
to
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NOTE:
1. CONTRACTOR TO FIELD
VERIFY LINE LOCATION
AND DEPTH PRIOR TO LINE
INSTALLATION.
2. METERS TO BE FIELD
LOCATED BY CITY.
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UTILITY NOTES:
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:COURT STREET
1 ASPH. PAVEMENT
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X 23.24
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.SANITARY MANHOLE
RIM ELEVA TION=22.94
/[-19.18-S" VCP
S-19.58-S" VCP
W-19.18-S" VCP
NW-19.21-S" VCP
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( IN FEET )
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LEGEND
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PROPOSED BUILDING
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EXISTING BUILDING
PROPOSED SIDEWALK I
CONCRETE
EXISTING SIDEWALK I
CONCRETE
------- PROPERTY LINE
------------- EXISTING EDGE OF PAVEMENT
PROPOSED CONC. CURB I
EDGE OF PAVEMENT
. SANITARY SEWER MAIN
WATER MAIN (PVC)
FIRE MAIN (PVC)
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
SANITARY MANHOLE NUMBER
GATE VALVE
BLOWOFF
FIRE HYDRANT ASSEMBLY - FHA
REDUCER
UTILITY CROSSING NUMBER
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EXISTING CONDITIONS LEGEND:
o
o
= Denotes a Set Nail & Disk
(set LB6890)
= Denotes a Set 5/8" Iron Rod
(LB#6890)
= Guy Wire
f-
WMPM
-<=>- -
GLPM
-<=>-
Water Main Paint Marker
= Gas line Paint Marker
wv
I><l = Water Valve
:<:x = Light Post
o = Gas Meter
tt!J) = Teco Electric Well
@ - Drainage Manhole
~ = Sanitary Manhole
u = Sign
'W = Utility Pole
Fire Hydrant
OF<IGIN~\L
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R/W =
(F)
(p)
S/W =
C&G =
PCP =
FND =
SCIR =
FCIR =
MH
Right-of-way
= Field Measured
= Plat
Sidewalk
Curb & Gutter
Perm. Control Point
Found
Set capped iron rod
Found capped iron rod
= Manhole
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(TYP) =
EOP =
CONC. =
A/C =
FFE =
<t =
OR.BK. =
RCP =
BFP =
Typical
Edge of Pavement
Concrete
Air Conditioner
First Floor Elev.
Center Line
Official Records Book
Reineforced Concrete
Back Flow Preventer
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JAN 0 6 2005
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Pipe
UTILITY NOTES:
1. CONTRACTOR SHALL LOCATE AND VERIFY ALL
SOFT UTILITY LOCATIONS PRIOR TO EXCAVATION.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR
ANY RELOCATIONS NECESSARY TO IMPLEMENT
PROPOSED UTILITY PLAN,
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ALL PROPOSED UTILITIES (FROM THE RIGHT-OF-WAY TO THE PROPOSED BUILDING) TO BE
PLACED UNDERGROUND. CONDUITS FOR THE FUTURE UNDER GROUNDING OF EXISTING
UTILITIES WITHIN THE ABUTTING RIGHT(S)-OF-WAY SHALL BE INSTALLED ALONG THE ENTIRE
SITE'S STREET FRONTAGES PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. THE
APPLICANT'S REPRESENTATIVE SHALL COORDINATE THE SIZE AND NUMBER OF CONDUITS
WITH ALL AFFECTED UTILITY PROVIDERS (ELECTRIC, PHONE, CABLE, ETC.), WITH THE EXACT
LOCATION, SIZE AND NUMBER OF CONDUITS TO BE APPROVED BY THE APPLICANT'S ENGINEER
AND THE CITY'S ENGINEERING DEPARTMENT PRIOR TO THE COMMENCEMENT OF WORK.
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/ 1/8" SAND FILLED JOINTS
~2 - 3/8" PAVER - APPIAN
",' STONE BY TARMAC (OR EQUAL)
1" WASHED CONCRETE SAND
(ASTM C33)
12" CRUSHED ROCK 98%
MODIFIED PROCTOR
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MPACT 12" SUBGRADE
TO 95% MODIFIED PROCTOR
ARCHITECTURAL PAVER DETAIL
N,T.S
FOOT T)'pe S-3 Asph. Cone. patch to
be 2. min. thickness or match existing
for thickness in excess of 2.
4'
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CONC.
SIDEWALK
If this point is
within 4' of an
existing joint,
then replace
to the joint.
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Match Existing if
Existing Sidewalk ~
Grass Planting or Other
Non~WOlk;ng7
6" 6" Vertical Curb
~ in Transition
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T+2. (8. Min. I-- Replace Base f--l
Compacted Thickness) I ' I /
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Engineer per City
Artic:le 22 _ 6. 12.
4' Min.
Monolithic Slab
3,000 psi Fiber
Mesh Concrete
\
Resurface full width of
street on longitudinal
installations
Grass Planting or Other
Non-Walking Surface~
6"
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RAMP CURB
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I..Remove Back of Curb.. I'" Flow Line
if Existing
W
Trench
Width
Varies
V' ~ Undisturbed Trench
Compacted ~ ~
Backfill -~ ~ fJ ~
~B ~ ~
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T=Thicknes5 of
original Base
W
Trench
Width
Varies
. "" ~ Undisturbed
~t;tt~~i~
Trench Side
Side
If "x" is less than 48" then
the slope of the flared side
shall not exceed 12: 1.
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12.
18.
Min.
18.
Min.
6.-
RETURNED CURB RAMPS
ISOMETRIC VIEW
T=6" until W exceeds
6', then T=8"
VALLEY GUTTER CURB
,
CURB
TRANSITION
DROP
CURB
CURB
TRANSITION
CONC. RAMP
1 -,
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\ 4"
,-
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BACK
I~
FLOW LINE
OF SIDEWALK
./ Textured Surface
/'
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ASPHALT STREET AND DRIVEWAY
REPLACEMENT REQUIRED FOR
UTILITY CONSTRUCTION
CONCRETE REPLACEMENT REQUIRED
FOR UTILITY CONSTRUCTION
8--1
,. :....~:-
. .
.'. .
12: 1 MAX,
ELEVATION A-A
SECTION B-B
1 4/4/2002
Rev. Notes;
Remove Sheet 2 of 2
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
RED~t~ BY STREET AND DRIVEWAY
REPLACEMENT FOR
CONCRETE & ASPHAL~C
CONCRETE SURFACES
NOTES:
1. Ramps are designed to the
Uniform Federal Accessibility Stan<dards
to comRly with the Americans witlh 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 Requirements of FOOT
Roadway and Traffic DeSign Stand,ards, Detail 304
Or Most Recent Modifications.
2 OF 3
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL SIDEWALK
CURB CUT RAMPS
PHYSICALLY HANDICAPPED
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7/92
INDEX NO.
104
REDRAWN BY
P,W,D,
CHECKED BY
T,C,J,
DESIGNED BY
C,M,H,
1 4/141M I_etrto.......-.
1 11M AddM note
D~TE
1/93
INDEX NO,
109
CHECKED BY
G.L.B,
APP, DESIGNED BY
C.M,H.
G.L.B.
REV. DATE
DESCRIPTION
REV, DATE DESCRIPllON
N>P,
1 OF 1
()f~'GI~~AL
- 4" Drop at All Drives
- 4" Drop at All Drives
2"R
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~1tI 0<:0<;'" .j.'<;'\.' 3' Transition Side Slopes Reauire.
oJ.ltI ,'\~ ,\v;:..O<:O ~
~:'-~ ~1~~~~ ~~~~ ~/=BOCk of Curb
t ~t' Non-slip surface require-
..J. ments, see Note 8.
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Joint
Remove Curb if Existing
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.' .' ?1 Surface
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-g ,~ y~..~..::.~ 01
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ro ::---' ~C'::-:~.:
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/.' 6" 7"
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Exist Conc Drive
I 6" I 1_2" ~
.~ .-- r 3"R '<I' 'I
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~ .6': " . . 24" . I C:mpa'ct'ed
~. . . . . , , , . . . . , . . . . S'uograae'
~~~~~~~~~~%~~
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,
r Wearing
Surface
)(XX
I Max Slope 12" "
, ----.J 1
t4"
1 /2" Exp.
12"
1 " L..----
Max Slope
.
t4"
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---- T. . . . 'JJ:" .. .., A
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J ' t I I + 1/2" Exp.
oln 16"
TYPICAL DRIVEWAY CROSS SECTION
N
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Prooertv / R.O. W. Line
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PLAN VIEW
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FE.
STRAIGHT CURB
4' Min Residential Street
5' Min Arterial Street
l' City R/W
2' County R/W
Remove Back of Curb on State or Verti<cal Curbs with a vertical Saw cut
or Remove entire Curb and Replace as IPart of Sidewalk Ramp,
TYPE I CURB
Modified and Valley Guttier Curbs
join exist back of curb
il 12" ........... Tex. tured Surface
1" L..---- Max Slope ~ _
(7'~l .. ..... ,"..','. ," ..... ,,".. ,',I.' ": .. -, ..... ,.'
r.:~'.'<~'. '.:' :':'1>~: 'E~p~nsion Joint \ :~:Oj~in\O o~nsawcut
r 1" Drop at All Drives
3/4"R 0'<1'
~ . . ~I
r-:- ~.
1 ~::::~~. ..' .......
"en ~jr:,.:j:~:j.:.:ti~.: j:..~:j.:.:.:~)::.~.: r--
"" / .-:--/ '4:'::'':':'::' to ::'::P::'4:'-:~': Base
"" / ./y/ :.::. .:. .:. .:ct.:: .:. .:. .:. .::--:., _~
,-1' 6'" .' '12'" .' . . . . . '12" . .' . .
~. '. ". I' . .
/'\1' .' 1 ... " '.' ........ Compacted.
~., .' .' ......,.. 'S'ubgrade
/~ />>'//Y//-,,,<<~~~~~~~
7).;:>7A YA
VALLEY GUTTER CURB
(Wearing
Surface
xxx
~" . . -:-' ~-7
. . ... .' . ..~~
.' .... ",..' .
3'
Back of Curb
3000 psi conc 4" thick. Constr. 6"
thick at driveways with 6x6 #10
welded wire mesh. See note 7,
Ir Back of Curb
~~~
to
_~onstruction
Symmetrical
About Driveway C(
x x x X x/X x
Face of ~
Curb
)<. )<. '^
""
SECTION A- A
SECTION B-B
Wearing
Surface
N
'---..
NOTES:
8. Ramps shall have a tactile surface, textured to a depth not
exceeding 1/8- by use of tamp or roller in conformance with
requirements of FDOT Roadway and Traffic Design Standards.
Detail 304 or most recent modifications.
JAN 0 6 2005
1. Provide tooled joints at distances matching Ithe width. Also
place expansion joints at driveways.
2. If some physical obstruction exists which prevents the placing
of sidewalks as shown, contact the Engineering Division for
alternate location.
3. Wooden and other spacers will not be permitted in sidewalks or
driveways.
4. No coatings of any kind will be permitted on concrete
sidewalks or driveways without specific approval of the City
Engineer.
5. All concrete shall be 3000 psi min. 0 28 days, with fiber
mesh reinforcing.
6. Concrete surface to be light broom finish,
7, Concrete driveway construction shall be 6N thick w 6x6/10x10
welded wire mesh reinforcement.
3' TRANSITION AT DRIVES
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
R,G,
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL SIDEWALK
CONSTRUCTION AND
RAMP DETAIL
JOB NO.
DRAWN
DESIGNED
CHECKED
QC
SHEET
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.
3 4/9/02
2 1/95
1 "/93
REV, DATE
Rev. Notes
REDRAWN BY
Novo
CHECKED BY
W.J.S.
DESIGNED BY
C.M.H.
.D~_TE
2/91
INDEX NO,
101
1 OF 2
D~TE
1/93
INDEX NO,
109
added note
REDRAWN BY
J.C.J.
CHECKED BY
T.C.J.
DESIGNED BY
C,M,H,
TYPICAL CURB CROSS
SECTIONS
4/9/02
DATE
Rev. Notes
R.C.
modified curb cut
JWR
REV.
DESCRIPllON
APP.
DESCRIPll0N
APP,
1 OF 3
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