FLD2003-09053 (2)
FLD2003-09053
2575 ENTERPRISE RD
TAMPA BAY WATER
PLANNER OF RECORD: MHR
ATLAS # 221A
ZONING: 0
LAND USE: R/OG
RECEIVED: 09/26/2003
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
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To eliminate a parking islnnd from thl' pnrking area east of building iI. 1 t increasing
the Dumber of space. Crumlltne to. elev('u. and to move the handicapped parkins spaces
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l) tHE ;UIlfM,UEllA&. TO BtlKTtOOUC '0 to 'ME SUE SMA\.\. ttirir tHI
'OLLO'I'G ~'~IMU" (AITtaIA At .fH('rrHE 0' 'LA.t'la: . ~
. ~ '
uns, .'. CUAtVOOO 6 '. OYUAU :HUGH' 8' :'
SHlUI$ . '. NUG"'. 18. . . .
1) A'IXAl ~..OStA't PLAM SHovrl8 LO';ArrOHs.srzts ASO.S,tct'ICATfOHS
VILL 't'SUINt"!O vtrM. THt "HAL :O"S'.ucrl~. PLAMS. ,~
~; . ~ .
') 'L..T~"E.tAL TO at US(O MAY 'Mcivor IUT SHALL Hor It .t'HITlO to
tHt "LLOIISlG: . ,'. . ·
.
CO""O. MAMt
10.
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.~~ U~ >-~
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rloo~ Mea Spaces
90,000 $.t. . 40S
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..
Certified as a true and co.rrect copy, On
September 9.' 1'993, the Development Review
Committee approved a Revalidation to the certified
site plan for the Plymouth Plaza.
Witness my hand and the seal of the City of
Clearwater, F1Qrida on this 17th day of November.
1993.
All previous conditions are carried forward.
Subj~ct to new conditions' as follows:
1. The Plymouth Plaza final site plan has been
revalidated for a periOd of 24 months
subject. to the conditions of approval set
forth at the DRC meeting of June 11,
1987,
2. This is the last revalidation of the final kite
plan. and. no further revalidation will Occur
without full payment of all impact fees.
.......... .. ......,..................,. .
.
KAtJDICA~P~t> SPACtG AP,z
6.. A~L &UI~:>Il;OS TO at ;:::>:VIDUAI.LY Ht1'!P~t.
9. SICEWA~~3, SHAL~ 6& co~s~nUC~E~Ab:ACt~: ~~ ~Ht St1~ ALO::O
U.s.. "'flY. 19. Al:O ~::'l'lRP!US::: AOAD.
A5 f ;~:tNI1~J: BUFFER .111,1. at :'&AI1.'l'AI::r;t) ar:':"iit:t:: P A V::~G AU:>
PROPERTY LIllES \n~n A 3' LA1,DSCAP;; S't'!{IP. .....
..
1'IkA:; ~OC"':IOt' OF Dur:PS'l'~R PM):> #1'0 ae CO-O:WI1IA':CO: ~....~ '
c:'~ :>P C~Ar.~IA'rEa SAUI'l'AT:Ctl Di~An':i.:Ei:'Z. .., NOV.O 6
'\
'\
\.
..
.
,
,. .
._,
" ~D \I'.q;N.AL, NOI5.~
1. -,that a 40 ft.::now".easemen.t b, grant(!d on u.s.. 19:
~.~ha~ a 10 ft.~pti1ity e.asementbe required over
aU. ':he maillS' ,up to and, 'includinq the hydrants
tu'Q meters .',' .:'.. \ ..v.;....,....', .
3. T~~t final ret~~tion de~i9~ .be approved by the
?ublic. Works :DepartmEint ':'in: .consi~erat ion . o~ the
Cypress .areiU:' '.'.',' , .'., '" ,. .
. . . -. . .
4. That prior tc),,'theissu.nce of a Certif i~at~ of
'. 'c.cc~~ncy. '.eas'~mf!lnt.. b,,';.. provided to the owne~~ \"
, of, ~he ,U.Sj .,,~~~.,: 8U,ild~,~~.: for seven parkin~. . '
~paQes p~ovt~e~J:!on .~~e""'~ym9ut'l\ Plaza site ~n
s.t.i:..(~c~i~n":~,e.,:th... ',9ark~ng .,req!oii'rements: for
the U.S....liome~::,.,..l~din~.:<."',, ~'.
.5. That any, relopa~~()n"or,:"re.li.9nment of: .the. road- .
way, bcjld~n.9:~r par~ing m~st 'be coordinated
th~ov.9'h ,th~..c:!.:~~' E:'l\~itor~nn.ental staff and, · ."
6., That. the :i.~{'u,ite' initi~f:buildit\9' pe>>mit be
. i~s\led: wl.t.in;'l~~ mont!)s from approval' qf. tbe
.'~ 8lte'I\l.r.:and('~he p:o~ect' be com:?leted ~'ithin .
c.lr.e yeLl'S" ....
.
._Yo
~ . REV.
.............
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'A",AS GlASS
'UGU"aUM '
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\JiIO't'M,scaA, .. .
"ACHElOS'Ea.MUN ~A'Ml'OlOtS
.: '~UN"~"US COI'fUI! '.
.-.. .................. ...... It .. .. t-" .. .-.-.
~
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Ptt..-oPOS~" Pl.YMOUr'" PLAZA F*O~
. . ..
, .
... .
"e !.
Sp~rice~ ~ndJ9nnatti'Architeqs~ InC. ;,
Architecture Interior Design Plannlng .
1661 East Bay Drive
largo. FJorida 34641
8131S8S.ARCH
FAX 813/586-2526
o Spencer andjoanaUl AtchJtects Inc.1993
PilUS tuuSA
PIMUS'ttUottll . .
ouueus UUR.,OLIA- .
UteAsraU" 10 f."tonA'UM
SALtI UtnOll'CA .
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~ ft ANO SMA"" ..Of 81 U$IO .0- Itlt'f ll;ft'h(\"", \'" ..,
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"'''"OUT ........., 0' $(4" "'''110
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PLAN
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aHOGOOUOlOII SIHSI .;
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Cettlrlecl ror ~ &A'%E 80 AMP PA_'S, "'6
By: .!\:j~ ~. CQ~ '1tt. '0. ~-.2'!1..ar
Shiel. E.'. Clar~ In, P.L.S.. P.I.. ·
FL.. Surveyo"', aeC'. No. 20''', . " 1:.
FL.. P.E. ~ep. No.. lUO . \ ' '
The sUlvey '......t.eI 'he,eon me~s the re,lItr\~...ts of
Cltapte, 21HH-6 of ih.. Flodda Administrative C..... .
Not. Valid Unless Seal.~
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PROPOSED CHLORINE
INJECTION LOCATION
PROPOSED 6- GATE
VALVE & BOX
PROPOSED 2-1/2-
GATE VALVE & BOX
PROPOSED
REDUCED
PRESSURE
BACKFLOW
PREVENTOR
PROPOSED
2-1/2- PVC ViM
PROPOSED 2-1/2-
PRIVATE METER
PROPOSED
2-1/2M PVC WM
~PROPOSED 2-1/21t
GATE VALVE & BOX
PROPOSED
SltX2-1/2- TEE
II
:: II ::: ___~~ ~w"~.) """~~;~
II II.' /~~~ ex, son (:l' cl, .---::::.-- il' ~~
III city of clearwater / fl@!San - ~ -- --.. ":'~~fj~ .- I.~ I' !
)/1 utility easement pe ./ \ J5l 1"\ -- --::::.-.;;.;.> --.. - -~~ ----'--..-...-.-~-.-.--.-.--..---__,r::..- ~.__
10.'. 4442. P9. 11 t 1 \ I r:::-::: ,;:::::- - .. .... ~ ..- - - .....- - - - - - ,- 0" T" 0 0
II ;' ~'f:.:-.. =t--=r"::cT - \. j , , ,
j/ II /f-- .. \--! I -I i / - - - - -, ,. //~;tt..-
)1~:,.. 11/ \./"J-1\ Jk. _~~:~e~:;I~-=.-" .~ \ .'0 '\~./ r="-
"'I " I V ....~ \ \ / I \ 3986. pg. ... ../!. I
II .. II" ,\ II / I \ I
II, . "Itl " .,)' II ", \., '\;\N' '.' I '1 I ..:..11",
/ I I I ,,',., ,.'." ~ """"dA;'" E
/ \ \ 1.1";)' ~ ;.'\ ~ \e1 "WU" 'uo I /" ~ Ii
1 I "II / \1 , I T0 \ l bl rim ;!l/""72,BD EXISTING
I, \ c I I" I ".".96 (S) STORM WATER ,
~r/! Ii ( \ ~\ \ f ~::1~ POND ( O~I\
II '1\.. I J
\ 'i ,/ II \ '/ \ r ......_','- , I /~ \ ~
Ii \ 1\ I /~=-i ~I''@\I: II "~"" ____
II ' Ii , . \ I ii\ I :f:T j /" '\ '-'. " ~'
~\ II \'\ /1 I I 'b~',/--I I II \,,-t1., ~\ --~
1 x'" I I t ~ '\ _/" ,,_
-- \ \ I ~ i i @ ,.~ J \ -tt. \ ,_,' \\ __ \
\ \ I I~ I r /1 \,./ /' ~ '\ \. "
\\\~15: cif\y of cI Irwater I -'~\ I I 1'5 /"- '\ \/!!~'~' -tt. \ ',\ ...'\.
tIIIty ,oseme pe, I : I ,. #. \ ,V.;!t\:::9 \ \ \:::
\ .r, 42'?3, pg.\ 502 84 I I Ih2' \ ~ _ _ ~~ , ..
I \ \ e: I il0 __/ \ ').~ /I~>\~ \ .~.
- ~ \\ I. III /1- I Ir ../! ...'1 :J:it-\\ ........... "
'i ",.. " , I." 'F ~ \0 )( . "'-
dJ \ I" f I EXISTING I I I, 11r-' , ~../ \ \ "'...~,
'"11 \ "~C \ \ \1 \ DITCH /1[ : r~.::~; :;'~~::'t*~~~~ >-~ '\ ~__.
\ \ \ \ \ \ hi II: I I II "1loca~~ap~)'jy.~im~te and"'t~ 1k1 '\ '
\ \ \ \ \ \: c~ II ! I '107-5 er} ~er~'iea) ~~\ ~:j;( _~/ \
\ \ \ i \ 0,:; I I "'I / \, ._ /~~J
\ I Vi"':E f/.:\.. ~ \ L ..--'-. ,(....-~
\ \ \ . \ Q : ... l;l .. I/" l:fl a~;4i1i eO\S~ 'Rer\\ ~\.,
\ \ \, \ i city of ! f::.! - I I; I ~ Q$86?~ '18~.t( lv.., t_/~
\ \ \ \ \\ \ \ \ \ cl:?rwater ! ~ ! I ~' i I~) 'v6I~w~o/ hr t~/ t '\: ~
\ \ \ \ \\ \ utility f i.D! I e.a8e'm~. pe~.r/4fi2'S g. 56 \
\ \ \\ \ \, \ \ \ ~~~e::nt I ~i,= II II,' P~PoS~ __ \ ~/ "
\ \ \ \ \ \ \ 4442, pg. : f I II , X ~ j
\ \ \ \ \ 1147 I! II 11.5X2.3"-t1.w
\ \ \\ \ ~ \ .,' g -.\1 1 i 1 CHILLER PAD '"
\\ \ \ \ ~ \ \ \\&.' =r=-. .=:;1 "_ II {I I (LOCA TIOO
\ \ \ \\ \ ~ . ~. -- I ,APPROXVvrA, 1
\ \ \\ \~ \ .. ~1" bockf\ow~"
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,'" ~ '/", I " ~\ \" ~ ~ 0'\" ~It PROPOSED
" '- ~ ~ "''"' '- \, "-rv~ / SANITARY
.... '\. --......: , r ,>>:: --::::--- (:-..... ^ MANHOLE
'\, '\. ,<' @ ,7,,~ - / - ~_I >"'-V ~- RIM EL=73.00
'- '\. '\ , ' , "::.:::- l\;t *~ ;:.( ~"-.: f-' \ / ___ i'::. IE~.~~ (SW)
~)(leUf; ~~n mh " ~ ,,"~ / (). /'~' ,. /i / ,'.; ~S5. 7u '(N)
nm 61"'73.34 " ,~,'v' ;0 ~ ;?;>-:~i ../ \,-' iROPOSE~ 1~3-LF="-M
ii.l""MJ:lB (SE,N) " ,~y( q,J}J ";;-,...... 'Jt:... to-. \ ~. Ii ct
. " '''. """" V' ~ I .. . ,PVC SA/( 0 0.50% \
CONNECT TO EXISTING "- ~,,-Q /:::\ .~">.::-/ \'-.\' "~::- '< ""- FER.~ CLAYtkliO ....h- AD1pliOR
8- CITY OF CLEARWATER , ti~~ \& '':;,,''':'' , ~ A
WET tAP '" ~ :.... )( B ,:'-...~" .... "~N ETE EASED) )
PVC WM VIA ",' ~:-.....: " d~y (!,l(1r1}Z,' _X..:- I "V '{VV
ANO VALVE,,, " '-P MO. " "'.~,. "I '-.... .......-
'" ~ , %, ""')i:,"" ~>>.oi< 1/- existing water' line per city of
'\. '\ ~ , ", ,'", "..:C' clearwater water atias map, sheet
"" "- " Xi ,,,,,,- , ~ ~ #221a
" '~:'-... . ", ''''''-, ""'-.....; -- '- (location is approximate end has nol
l!!x!~t1nq l!lon mh , "" " ~",," . / " " "- , ....... " be;n -#elrl-veQ!ied)
rim $1"'72...93 ", o!>i'... " "........ , ~ ~ / "\.
le""65J1 (SE,NW) "" "'>:--Vi} "", ',,, '1f"
1l(l-55-27 (NE) " " " '\ :::....;..... , ~A; ,,,,,,- ""'-......,,, \
"<~~~~'0~~" ~/~Vr;;'''",,~ I ",~ JI
/ "'" '1<, ~~ '~'''::-..... ""'-" 'Of'-,
'........ " '-.... <:~i ......, ~ :--...... ...... r~~-......: "" ""'- . :A
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'''-........... ~ -.:::: 't ~, .. r ^ ,,, ""'- ""'-.... '
"-..........., "is>.-'::::, CPo~V ,,,,,,-~ "", "''-
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PROPOSED DOUBLE
DETECTOR CHECK
VALVE ASSEMBLY
PROPOSED CHLORINE
INJECTION LOCA 11 ON
PROPOSED 6" GATE
VALVE & BOX
1__
.... ..... ...... .............,.-..... .-,
NOTES:
1. PROPOSED WATER MAIN TO BE DEFLECTED OVER OR UNDER STORM AND SANITARY PIPE (MIN. 1 B" CLEARANCE). WHEN
WATER MAIN IS BELOW SANITARY OR LESS THAN 1 Bft CLEARANCE, SANITARY SEWER PIPE TO BE CONSTRUCTED WITH DIP 1 a'
FROM EACH SIDE OF CROSSING.
~
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2. WATER AND SEWER LATERALS ARE TO BE ADJUSTED TO MAINTAIN 1 B" MINIMUM CLEARANCE WITH ALL OTHER UTILITIES.
3. GRASS AND MULCH, OR SOLID SOD, ALL AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION.
4. CONTRACTOR IS TO COORDINATE ALL WORK WITHIN, BUT NOT LIMITED TO, CITY OF CLEARWATER RIGHTS-OF-WAY WITH
UTILITY COMPANIES IN ORDER TO PREVENT DAMAGE TO UTILITY LINES AND THE MAKING OF ADJUSTMENTS TO SAME, IF
REQUIRED.
5. CONTRACTOR SHALL VERIFY LOCATIONS AND DEPTHS OF EXISTING WATER AND SEWER LINES PRIOR TO BEGINNING
CONSTRUCTION.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL ROAD CROSSING AND/OR UTILITY PERMITS.
7. ADJUSTING MANHOLE TOPS TO MATCH GRADE AND SLOPE OF THE FINISH PAVING SHALL BE INCLUDED IN THE
RESPECTIVE CONTRACT UNIT PRICE FOR MANHOLES, PAYMENT OF WHICH WILL CONSTITUTE FULL COMPENSATION FOR THE
CONSTRUCTION AND COMPLETION OF THE MANHOLE. AND NO ADDITIONAL PAYMENT WILL BE ALLOWED OR MADE FOR
ADJUSTING MANHOLE TOPS.
8. ALL SANITARY SEWER MANHOLES TO BE CONSTRUCTED IN UNPAVED AREAS SHALL HAVE WATER TIGHT RING AND COVER.
9. BENDS SHALL BE INSTALLED IN FORCE MAIN AND/OR WATER MAIN TO AVOID UNFORESEEN CONFLICTS IN EXISTING OR
PROPOSED STRUCTURES.
1 O. THE JOINT DEFLECTION METHOD SHALL BE USED WHERE PRACTICAL IN LIEU OF INS1;AkING BENDS.
II
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cisorw(li<er sClfl1ltory
lift station #27
top alah e!'''74010
li.l""63,05 (N)
PROPOSED
1 O'X1 0'
TRANSFORMER
PAD (LOCATION
APPROXIMA TE)
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existing fire ' "
hydrant (to be
relocated)
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FIRE HYDRANT
RELOCA 11 ON
.........--.
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{)
'\ existing water line per
'\city of clearwater water
~Ias map, shee.:t #221a
\ (location is /
approximate ,and has
not been fielf./ verified) -.. .."
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..---
DESIGN
DEVELOPMENT
DOCUMENTS
SHEET NO.
/~
/: \
.('
".... :- ,
C-07
'[) f
~ ~, .-
PROPERTY
LINE
REFER TO PLAN
VIEW FOR
CONTINUATION
50' ::I:
SERVICE ACCESS
22' ::I:
SERVICE DRIVE
MATCH EXISTlNG
EOP (EL=72.9::1:).
INSTALL EROSION
CON TROL @
LIMITS OF
CONSTRUCTlON.\ :
~~-
.--' p-
REFER TO
ASPHAL T
PAVEMENT SECTlON
rFOR DETAIL
~
~
~
~
V
>".
'00'
0.5%:1:
MAX
-
2%:1:
MAX
:/ ...:.-;--:: of '/
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-"'- \>",-:.::/:j;2;):;;::~:;>:;
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--- . -~
... 2.3"0:1: MAX
'-
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~-.,(;:;;/S/ .
PROPOSED VALLEY
CURB AND GUTTER
(FOOT INDEX 300)
... NOTE:
PAVEMENT TO BE AT 2% MAX
SLOPE (ADA ACCESSIBLE) ACROSS
LIMITS OF PROPOSED CROSS WALK
(REFER TO PLAN VIEW FOR
LOCA TlON).
EXISTING GRADE
(APPROXIMATE)
SECTION A-A
NTS
REFER TO PLAN
VIEW FOR
CONTlNUA TlON
V ARI ES
LIMITS OF PROPOSED STORM WATER POND
REFER TO PLAN
VIEW FOR
CONTlNUATlON
-
REFER TO PLAN
VIEW FOR
CONTINUATION
11'
LIMITS OF SWALE (REFER
TO LANDSCAPE PLAN FOR
PLANTlNGS)
REFER TO PLAN
VIEW FOR
CONTlNUATlON
I ~ EXISTlNG SWFWMD
VARIES ~../ JURISDICTlONAL
LIMITS OF PROPOSED WETLAND RE-HYDRA TION AREA I-" WETLAND LINE
EXISTING SWFWMD I.. EXISTlNG WETLAND AREA.. I
JURISDICTIONAL l VARIES
EL=73.50 WETLAND LINE II LIMITS
TOP OF BERM ( < > < OF SOD
(REFER TO POND ( I } ( II
BERM DETAIL) ~:":+- ~" ') < ': ~) ~ . 1i!....
~~y. "~ : i 25 YR DHWL=73.00 1 j j j ~~.. .)\~..r ~
)YP- ---...;~ - EL':;2.~ - _____ _____ \ \ \ / -)ff~~' if
EXISTING / MATCH 1......- r"'- ~c- ..--'"'
ENTERPRISE RD. EXISTING GRADE-1
DITCH /
t--
EXISTlNG
STORMWATER
-__ ___--.._ POND ~
MATCH EXISTlNG: l
GRADE (EL=72.00::l:),
INSTALL EROSION
CONTROL AT LIMITS OF
CONSTRUCTION
VARIES
LIMITS
OF SOD
i NWL=67.90
'-- EXISTlNG
BOTTOM
(EL= 70. 00::1:)
MATCH EXISTlNG
GRADE (EL= 72.50:1:),
INSTALL EROSION
CONTROL AT LIMITS OF
CONSTRUCTION
EXISTlNG GRADE --.-l
(APPROXIMATE)
SECTION B-B
NTS
EXISTING SWFWMD
JURISDICTlONAL ~ ~
WETLAND LINE 'I
EXISTlNG WETLAND AREA ..
25'
SECONDARY
WETLAND IMPACT
AREA
PROPOSED WETLAND IMPACT AREA
REFER TO PLAN VIEW FOR CONTINUATION
REFER TO PLAN
VIEW FOR
CONTlNUA TION
I
I
I
I
VARIES
LIMITS OF PROPOSED
STORMWA TER POND
VARIES
- LIMITS OF PROPOSED WETLAND RE-HYDRATION AREA
-
I
VARIES
L1MII::i
OF SOD
INSTALL PROPOSED --...... (
HANDRAIL (FOOT INDEX ~
#521) AT LIMITS OF WALL
EL=73.5o
TOP OF BERM
(REFER TO POND
BERM DETAIL) ~.~-;....(~ ~
~?-~;;;._\:2>- )
~h(:'?-~""""
---,'''''''
".
<
I
<
j
(
25 YR '!
i DHWL=73.00 \
((> <)
< '! <
j \j
<
( I
'! ~
\LI
'- .>:.,........
./
')'.:;
/\...,:;:...-
--
[X:G:ADE - -~ -
(APPROXIMA TE)
i NWL=67.90
A TCH EXISTlNG
GRADE (EL= 71.00::1:),
INSTALL EROSION
CONTROL AT LIMITS OF
CONSTRUCTl ON
EXISTING
STORMWA TER /
POND /
/
/
---..
:........ll-
6"
NWL=67.90 \7
... .//
//
MATCH EXISTlNG
GRADE (EL=72.5o:l:),
INSTALL EROSION
CONTROL AT LIMITS OF
CONSTRUCTlON
SECTION C-C
NTS
r 3' -4" 5f
5 ~ I_ 2'-0" .1 ~~
~~ - r GrateJo-L~
~ "\ _h ~ CI. J 1'- Eye Bolt
It} ~ .1 1 See Index 2.01
~~ r...:
~"'" 0 1
. ~ ~ '\
.c:~ UI"
~ l:i L ~ ---. - ~ I'-:::- #4 Bars Gl
-~ ~ ~
~ ~C~
~~
>c.,,:
':2 oS
.~~:~
l:i - Q) '""
:s: !Q II) ~
3'-4"
I~
'I
~
2f
"
10
I
~
SECTION
TYPE C
B"
14-
2f
.... r-f#
I
~
,.
2'-0"
\It
PLAN
Recommended Maximum Pipe Size:
2'-0" Wall-IB" Pipe
3'-1' Wall-2~' Pipe
FDOT TYPE lei INLET
N.T.S.
PROPERTY
LINE
V ARI ES
LIMITS OF PLANTINGS
REFER TO PLAN
VIEW FOR
CONTlNUATlON
!f INSTALL PROPOSED
HANDRAIL (FOOT INDEX #521)
AT LIMITS OF WALL
< EOP
< ~(EL=75.40)
~~:.1;!:;;;;~
PHASE I
OFFICE
BUILDING
(FFE = 75.00)
TOP OF WALL
EL-75.90
/. '////
/.;/<\>
<s'(':;;:,<j
./:........... ;:;:
:< ~~ . ....<; ::~;: ......
..:..<~....: i::S:.::.' ,.
-'-,: s:~
EXISTING GRADE
(APPROXIMA TE) ~.m_ ._
~~~~
GRADE (EL=73.60::l:),............... ~
INSTALL EROSION
CONTROL AT LIMITS OF
CONSTRUCTlON
FLAT
.._ .m
5'
-
..... -~PROPOSED 2'_7"
"~~ RETAINING WALL
V
SECTION D-D
BOTTOM EL=69.o:l:
NTS
PROPOSED
CONCRETE
WHEEL STOP
PROPOSED
CONCRElE
WHEEL STOP
2: 1 MAX
~
PROP
EL=74.35
., ~[l>.'/...
2:.:.:---
PROP
EL=74.35
EL=73.50
TOP OF I3IERM
(REFER TO POND
BERM DETAIL)
:..... 11;.,
'::~-r
~RATE
EL= 73.60
- -
~~
,'l <,.',,:::..:.....',
~:/" A/ .,./::/
....< . ".;" ,"<<~.::<":"
..::.)...:..;./....\/.~
----..L2..~/.' ...:>)......:.< ..~ .
--
- - \ - -r-
REFER TO L
ASPHALT EXISTING
PAVEMENT GRADE
"'- SECTlON FOR (APPROX.)
DETA,L
PROPOSED FOOT
TYPE 'c' INLET
L-REFER TO ASPHALT
PAVEMENT SECTION
FOR DETAIL
SECTION G-G
NTS
REFER TO PLAN
VI EW FOR
CONTlNUATlON
25'::1:
LIMITS OF EXISTING DITCH
TO BE RELOCATED
RE:=-ER TO PLAN
VI EW FOR
CONTlNUATlON
5.0'
SIDE
WALK
TOP OF BERM ~ I
(EL}=~~ _ '"
""~
~
-
/' PROPOSED PHASE I
'/ OFFICE BUILDING
'/ (FIFE = 75.00)
~~
I r TOP OF BERM
/ _ ~L-73.r)
'Y / l
9/
// L
~ / EXISTlNG GRADE
mmmmm......... (APPROXIMATE)
LTOE DF SL~
(EL=6B.5::1:)
REFEIR TO PLAN
VlIEW FOR
CON TlNUA TlON
3':i:
~:.;'
"
///.
e. ~::..:<,,>
.......:.<
j",:,:,:'" ':;::<"
....... ;'.( ,';;<<::\...
2;.>: "'" ._-<< / .i;,';'.'-
SECTION H-H
NTS
PROPOSED 4.0'::1:
RETAINING WALL
4'-B"
~
~
r-=--1 I / Joint Seal
,-- -
t~1\11 to
~~
"
r-------------
. I . I I .1 I 1.1 I .
::. II' - l: al~~Stee~ -0- - ~ = :
boll~ras I . :
! r- Q) cone. Filled (typ).,q.....: I cD - !
10'-8' ! r- I u ::::-'1 I - !
Wir:-I 5 Q):: 1-:
I- u.... a.., .;
,.... E D.. I I
48" i r- I ~ ~ 12' Vl -
Max I r- cle~r~nce Min. _
I
f I
I
08 .
~~ ....... _ _ _Aw- ~:~~~) got.
4'
,
Min. I
L~
o
'-
-
Cone. Pav1t.
_ L---- I"
~ "2 Exp. Joint And
Preformed Joint Filler
PLAN
N.T.S.
arop pin
hole (typ.)
FDOT TYPE IDI CURB
DUMPSTER ENCLOSURE DETAIL (SINGLEl
NTS
N.T.S.
FILTER FABRIC
SPACING OF POSTS MATERIAL~
TO BE 6-10 FEET APART~ "' ....wH
-t
2' MIN.
FOR ADDITIONAL STRENGTH
FILTER FABRIC MATERIAL CAN
BE ATTACHED TO A 6-INCH (MAX)
MESH WIRE SCREEN WHICH HAS
BEEN FASTENED TO THE POSTS
_i ~
::::>:::::::: ' , :': ./
BACKFILLED TRENCH
FILTER FABRIC
MATERIAL SECURELY
FASTENED TO THE
POSTS OR IF USED
THE WIRE MESH
ATTACHING TWO SILT FENCES
~ . Eil--- till -
\
APPROXIMATELY B
INCHES OF FILTER
FABRIC MATERIAL
MUST EXTEND INTO
A TRENCH AND BE
ANCHORED WITH
COMP ACTED
BACKFILL MATERIAL
~ --
"
"'C' -
. --
PLACE THE END
POST OF THE
SECOND FENCE
INSIDE THE END
POST OF THE
FIRST FENCE
)
/ _ .UNOIT
~0 ~::~:~:'<..:..~...
~~- ,~ '
,\~~
- ,
- ,
(ffI -"-
.*~
ROTATE BOTH
POSTS AT LEAST
180 DEGREES IN
A CLOCKWISE
DIRECTlON TO
CREATE A TlGHT
SEAL WITH THE
FABRIC MATERIAL
WOOD OR
STEEL pas,
1 ~'-~
.,.........
....
DIRECTlON OF RUNOFF WATERS
10 INCHES
(MIN)
~
~
~
DRIVE BOTH
POSTS ABOUT 10
INCHES INTO THE
GROUND AND
BURY FLAP
APPROXIMATE
4-INCH BY
4-INCH TRENCH
-----.:f[i+ ,,-
."..,. -
.. --
!
.:<:;;:~:::~: ~;;">
EROSION/SEDIMENTATION CONTROL DEVICE
NTS
NOTES:
1.) WALLS
a.) New construction: maximum 6'-0' high ond constructed of concrete block (lB"xB"x16"). Materials used should
be consistent with those used in the construction of ond architectural style of the principal building. (Section
3-802 Materials)
b.) Existing: maximum 6'-0' high replacement materials can be made of the salme materials as long as they are
made of approved opaque material.
2.) FOOTlNGS
8"x16" concrete w/2- IS continuous rebar imbedded.
3.) CONCRETE SLAB
Monolithic, min. 6" thickness w/lmbedded 6"x6" / 10x10 welded wire fabric (W.W.F.), 3000 P.S.I. with fiber mesh
reinforcing.
4.) CONCRETE FILLED CELLS
With 1-15 vertical rebar tied to footer steel at each corner and every 4' O.C.
5.) GATES
Constructed of min. 1-1/2" diameter galvanized tubular steel w/prlvacy-type slmts inserted in galvanized steel
mesh fabric, hinge-mounted on min. 3" diameter galvanIzed steel post. (Gates and post constructed and installed
per applicable building code by licensed fence contractor).
6.) DROP PIN
1/2" dia. 18" long metal rod gate latch. Provide 3/4" dia. hole 6" into concrete for rods. In asphalt provide a
3/4" P.V.C. sleeve, 6" long, or equal.
7.) SOIL
Soli bearing capacity to be at least 2,500 P.S.F.
CONCRETE MASONRY WALL CONSTRUCllON
Materials, construction and quantity control of masonry shall be in accordance with Uniform Building Code (UBC),
Chapter 24. General conditions and construction requirements shall be applied as specified in UBC, Section 2404
(f),
during grouted masonry work.
1. All reinforcing steel shall be deformed bars conforming to ASTM A-615, Grade 60. Vertical reinforcement shall
be placed in the center of the masonry cell, and sholl be held in position at the top and bottom.
2. If a slab dowel does not line-up with a vertical core, it shall not be sloped mlare than one horizontal in six
verticals (1: 6).
3. Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or eqruivalent) at 16' o.C..
4. Hollow Load-bearing Concrete Masonry Units sholl be normal weight conforming to ASTM C-90, with 0 minImum
compressive strength of 1,900 PSI.
5. Mortar sholl be type M or S, in accordance with ASTM C-270. Place all masornry in running bond with 3/B"
mortar joints. Provide complete coverage face shell mortar bedding, horizontal alnd vertical.
6. Coarse grout shall conform to ASTM C-476, with a maximum aggregate size of 3/B", B" to 10" slump, and a
minimum compressive strength of 2,500 PSI at 2B days.
7. Minimum 3" X 3" clean-out holes (saw-cut) ore required at the bottom course of all cells to verify grout
placement. Clean-outs shall be sealed after masonry inspection-provided in acc(l)rdance with ACI 531-4.6, and
before grouting.
8. Prior to grouting, the grout space shall be clean. with no mortar projections greater the "ft. mortar droppings or
other foreign material. All cells sholl be In vertical alignment, and shall solidly be filled with coarse grout os
specified.
9. During placing, grout shall be consolidated with flexible cable vibrator. First grrout pour shall be stopped a
minimum of 1 - 1/2" below the top of the middle bond beam masonry.
Tie bea.M with
2-#5 reb~r
continuous
12'
cle~r~nce Min.
swing g~ te
(typ.)
6'
(=::::::::::::::::::::;;::::::::::::::::::::::::::1111
: :111
1 H li
: I i1
I i H
, : 1l
II ill
I H
I '"
I III
I J - Iii
III
I I Ii
, ,
Gr~ae
,
;1
,
,
"-1-#5 ~t
4' center
drop
pin
(typ.)
Gra.c1e
14" ,
-~, J
r B" ] 6"
J
I~
L 3000 p,s.l. concrete
sla.b with flkoer
Mesh reinforcing -
Monolithic, Mlln 6'
thickness. 6'x6' I
10xl0 VI.VI,F.
8'x 16' concrete
footing
wI 2- #5 reb~r (typ.)
ELEV A TI ON
N.T.S.
PAVING AND GRADING
A. 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 TESTlNG 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.
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTlNG
EXCAVATIONS AGAINST COLLAPSE AND SHALL PROVIDE BRACING,
SHEETlNG OR SHORING AS NECESSARY. DEWATERING METHODS SHALL
BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND
APPURTENANCES ARE BEING PLACED.
C. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING
CONSTRUCTION SHALL CDNSIST OF MATERIAL SPECIFIED BY THE
OWNER'S SOIL TESTlNG COMPANY OR ENGINEER AND BE PLACED AND
COMPACTED ACCORDING TO THESE PLANS OR THE REFERENCED SOILS
REPORT. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL
CONSTRUCTION ACTlVlTIES, WHICH INCLUDE BUT ARE NOT LIMITED TO
EARTHWORK ACTIVITIES, SUB GRADE PREPARATlON, ETC... CONFORM
WITH THE GEOlECHNICAL REPORT.
D. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR
GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS.
E. CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT
AT LOCATlONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT.
F. CURBING WILL BE PLACED AT THE EDGE OF ALL PAVEMENT, AS
SHOWN ON THE PLANS.
G. REFER TO THE LATEST IMPERIAL EDITION OF F.D.O.T. "ROADWAY
AND TRAFFIC DESIGN STANDARDS" FOR DETAILS AND SPECIFICATlONS
OF ALL F.D.O. T. TYPE CURBING AND GUTTERS CALLED FOR IN THESE
PLANS.
H. CONTRACTOR TO PROVIDE A 1/2" TO 1" BITUMINOUS EXPANSION
JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND OTHER
MATERIAL, CONTRACTOR TO PROVIDE A 1'(W) RIBBON CURB AT THE
ABUTMENT OF SPECIALTY PAVEMENT AND ASPHALT; REFER TO PLANS.
I. CONTRACTOR IS TO PROVIDE EROSION CONTROL AND SEDIMENTATION
BARRIER TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS,
STORM SEWERS AND WATERWAYS. IN ADDITlON, CONTRACTOR SHALL
PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN
AREAS WHERE CONSTRUCTlON RELATED TRAFFIC IS TO ENTER AND EXIT
SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL
AUTHORITlES, EXCESSIVE QUANTITlES OF EARTH ARE TRANSPORTED
OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC,
THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SA TISF ACTlON OF
THE ENGINEER AND/OR AUTHORITIES.
J. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE
CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING,
IRRIGATlON OR OTHER ACCEPTABLE METHODS.
K. THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH. SOD OR
OTHER APPROVED MATERIALS AS REQUIRED ANY DISTURBED AREAS
WITHIN ONE WEEK FOLLOWING CONSTRUCTlON OF THE UTILITY
SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN
SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER.
L. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING
APPLICABLE SOILS TESTING AND SUBMITTING TESTING TO OWNER'S
ENGINEER ON A WEEKLY BASIS. TESTS WILL BE REQUIRED
PURSUANT WITH THE TESTING SCHEDULE REQUIRED BY THE
GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THIS WORK.
UPON THE COMPLETlON OF THIS WORK, SOILS ENGINEER WILL
SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT
ALL REQUIREMENTS HAVE BEEN MET.
M. A QUALIFIED TESTING LABORATORY SELECTED BY THE OWNER
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 DUE
TO THE FAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE
CONTRACTOR WILL BEAR ALL COSTS OF SAID RETESTING.
N. MIXING IN PLACE OF SOIL CEMENT WILL NOT BE ALLOWED.
O. CONTRACTOR TO FINISH ALL EXPOSED BACK OF CURB.
DRAINAGE
A. STANDARD INDEXES REFER TO THE LATEST IMPERIAL EDITlON OF
F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS".
B. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS
III (ASTM C-76) UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE
STRUCTURES SHALL BE IN ACCORDANCE WITH F.D.O.T. ROADWAY AND
TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS.
SUBSTITUTlON OF RCP WITH OTHER MATERIAL (PVC, HDPE, ADS, ETC.)
WILL NOT BE PERMITTED.
C. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO CENTER OF
DRAINAGE STRUCTURE WITH THE EXCEPTION OF MES AND FES WHICH
ARE NOT INCLUDED IN LENGTHS. CONTRACTOR SHALL VERIFY ALL
QUANTITlES IN SUBMITTAL OF BID, AND INFORM ENGINEER OF ANY
DISCREPANCIES.
D. ALL STORM DRAINAGE PIPING SHALL BE SUBJECT TO A VISUAL
INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF
BACK FILL. CONTRACTOR TO NOTlFY THE ENGINEER AND APPLICABLE
AGENCIES 48 HOURS IN ADVANCE TO SCHEDULE INSPECTlONS.
E. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD, DIRT,
DEBRIS, ETC. THE STORM DRAINAGE SYSTEM UNTlL FINAL ACCEPTANCE
OF THE PROJECT. THE CONTRACTOR MAY BE REQUIRED TO RECLEAN
PIPES AND INLETS FOR THESE PURPOSES.
F. ALL INLETS WITHIN PAVEMENT AREAS ARE TO BE MODIFIED FOR
TRAFFIC BEARING WITH HOT DIPPED GALVANIZED STEEL GRATES AND
FRAMES IN ACCORDANCE WITH FOOT SPECIFICATIONS. ALL DRAINAGE
STRUCTURE GRATES AND COVERS TO BE TRAFFIC RATED FOR H-20
LOADINGS.
G. ALL MITERED END SECTlONS ON SIDE DRAIN PIPES AT DRIVEWAY
ENTRANCES TO FOOT RDADWAYS MUST BE IN ACCORDANCE WITH INDEX
NO. 273.
(f)
(f)
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LIMITS OF SOD
LIFTS (AS OF
DETERMINED BY BERM
AASHTO T-1Bo) (EL=73.5)
~~ ~~f~:;'K:~)
NWL'V
STRIP & REMOVE 6" OF "\. T....". ;'" ;~ i;
VEGETATION PROOF-ROLL * SELECT FILL.k;I;f~t;"~~~;,~:;~;:::\;>.
TO 9 E ( A-1 A-3 ORli'~2-4" ".. .,l'Q ,
5% D NSITY T-180 AS CLASSiF"IEQ;a~/'"'' ...-IH:.,7~\""c
AASHTO) AASHTOM,7"'1r4,9:' c ...At"'~ -'.
PON D BERM DET AI:.l~'..,<,.' ":\~.-~.' Ji"~. J _.".,0 )-......:
NTS '" 0 0.: ~ .'
........ ,,') "0.,", I rf;:iJS" .': .' ,
1 <:.,.~ .,~oA, htll;;~ ~ ._":,' '^
, .. .. , i/ C;I, , : r
. ,~'
DESIGN
DEVELOPMENT
DOCUMENTS
SHEET NO.
C.08
See Inolex No.
201
'"
.Ldl
NOTES:
1. All concrete to be 3000 p.s.i.,
with fiber mesh reinforcin~
---- L.-- - -
/@~E ,~
.......... u...
~
~
~
~
r:o
::::l
en
w
0::
0::
W
I-
<C
~
<C
w
...J
()
Ci
~
~
~
en
Va.ries
I~
..
Pick Hole 7 S
1-1/4' 1 V ....
Cla.y Dr CeMent
Brick Ma.sona.ry
5/8'
Min. 4 Requireol
(f)
t
\z
~(\
\z
~(\
z z
o
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0:::
- 0
(f) tfJ
o
At T erMina.l
Ma.nhole
~
\A R W AJ~
<V /'
000 --<\
'...J \
STORM .en
(.J /V
o 0 0 0 0 0
SE'vIERo
ODD 0
OF' L (AD
..
<I:
..
b
b
~ BOttOM Of
~ Corbel ~_"-
, V 'D' Min. V - 8'
8 ~ Dr To Suit PlpeV
12',1//- ~ -~12'1
f ( ( 'E' \' f
6' ~ ~ ~ _ _"/ ~ I
4.:. - -:.- .: ; . - :." : :.. ~ ; - : :.' .(: : : : - : -. -~ :: : ~ : '. '(" ".- ~- ~
:~_-.i:-~.--_--:.-_--.-~--:_--~~_-:_.... ~
- - . - ~E'C~I-ON A~A- ~'G'
..
pq
..
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.. .p
U 0...
.. CIJ
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I \ ~~ // J I r
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--- - --
---~
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PLAN
RING - HALF PLAN
\i
~\(\
\'t
~(\
..
ru
L
o
Non Skiol
Pa.ttern
Requireol
/
Requireol-
o
~
;g
~
36'
~23'~
21'
Ma.chineol Surfa.c:: / I
,,- 7
"
/~
6:i
..
v
,
(Y)
NOTEI Concrete to be 3,000 psi, with fiber Mesh reinforcing.
w
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1
I- 2-1/2' Mln
-l I- 2' Mln
-: /"
~ I I
L · II'
~ 7-1/2' -J ;::T
Squa.re BOttOM
PerMitteol
SOLID COVER
..
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L
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..
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.....
I
C\J
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I' 22-3/4' "I.... 0
~~~
Mo.chlnecl Surfo.ce f
~""
I
. II
II
..
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"-
.....
I
.....
..
C\J
"-
.....
I
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..
f'o..
-----L
" " " "
" "
-
F
8'
8'
12'
12'
G
#3 a. t 12' E.\oI.
#5 a. t 10' E.\oI.
#5 a. t 10' E,\oI.
#5 a. t 10' L\oI.
D
3'-6'
4'
4'
5'
E
24' Ma.x
30' Ma.x
48' Ma.x
48' Ma.x
C
4' Ma.x
6' Ma.x
10'
14'
B
A
2'-6'
3'-6'
3'-6'
3'-6'
E
Q)
.c. C\I
"5 CO
o >- >-"'"
en Q) ctl or;-
cCS:r--.
otIDO
._ ::J r/) CO
+-'O::JC"')
~OctlC"')
0.......0-1
c..r/)-u..
....(1.)-
0> (I.) ~
O>.octl
c..c..
enoEE
o::lOrom
::>~Ol-
Sha.llow 0'- 4'
Sta.nola.rol 4.1'- 6'
Deep 6.1'- 10'
Deep 10.1'- 14'
RING - SECTION
MiniMUM \oIeight 7' 232 lbs,
9' 278 lbs.
L
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"0:::
0...
0...
<C
7'
7'
I- 7-3/4'
o
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o
CO
>-
W
-I
C
<3::
0::
lD
en
<3::
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en
o
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NOTES
1. \oIhere roa.oIwa.y ba.se is 8' or thicker use 9' ring,
a.ll other ca.ses 7' ring is perMissible.
2. Ma.nufa.cturers Moolel of storM ring a.nol cover to
be a.pproveol by City Engineer.
3, Perfora. teol covers, when requireol sha.ll be siMila.r
to soliol covers.
#3 BOor
TyplcOol
#3 BOor
TyplcOol
SOLID COVER SECTION
MiniMUM \oIeight 128 lbs.
TYPE A
TYPE C
STORM SEWER MANHOLE DETAIL
(f)
~
>= 0
III
":i
o
NTS
WHEEL STOPS-REINFORCED CONCRETE
STORM SEWER MANHOLE COVER
J~~-..t:- ':=1<
I :~l
t. . - .....i.
I~ :~!:~: : -il' ~ .4-
NTS
NTS
rn
<(
>= u
III
0:::
o
. :(\~ ."..)\..,8<-
et-..... 0~.P1 ~,c, 3"r . , NOTE: Wings only if
~ ,\(0<',(\ ~+,0 ranSltlon Side SloDes Reauire.
O..J,e -S "''''\'<'
~ ~'" oS 4' J.- ~
\.j-' ,!,"c'S-o ~""""""''-/
\\ <,,0)' " ~
A ,,I A Back of Curb
1 ' , . Non-slip surface require-
I ..! ",ents, see Note 5.
i J
/' ~
/1 ]
ie
..
ru
,
....
~
FL t I
I
Colol JOlnJ
1- 4'-0' Mln.- 8'-- 2'-8' -- 8f'
Min.
#4)'6' O.C./E.\oI. ~
I ~II I"~ I~
I i I
~ -!... ,,--,
V ~ ~U Colol Joint
\ ^ -=~ =1 "'--(2)6'x18' Unolerolra.ln
v v '\.:rriM flushv stub - All inlets
to wa.ll
SECTION A-A
Remove Curb if Existing
\ Exist Cone Drive
+ Max Siope -2~~ 1 '\ I 1" L3~- Max Slope i
..L: II,
~'I"-:,-,--,-,,,:,'l L',;--.-... ..... ,"-.If .
14" ,,' ~ - -"-,:.'-'-.:- :..., :.! (. - ,'-'~";'" '-..J. ~':- --; - '" I 4"
/2" I" J' t //'" -. .-- ! I - .' .~.. ~ 1/2" Exp, Joint '
1 .. :.xp, oln // 16'"
~l'-O'
203
~see Inolex No.
Unolerolra.in a.lIgnMent a.oIJusteol X -- AoIoIitiona.l #4
with 1/16 benols not 90. ells rf 1
/ / ,
~~~~:'~ ~
~ -~-~I I(~~~~I fc
l ~ .L ::l ~\iaa~aaa V ru ~
~ /~ ~ll) ~~:'T..:~ ~ I j
F L L I- - -I- - ---,F L
NOTES:
1. Provide tooled joints at distances matching the width. Also
place expansion joints at driYBways.
2. If some physical obstruction exists which prsYBnts ths placing
of sidewalks as shown, contact the Engineering Division for
altemate location.
3. WODdsn and other spacers will not be permittsd in sidewalks or
drivewa)'S.
4. No coatings of any kind will be permitted an concrete
sidewalks or drivewa)'S without specific approval af the City
Engineer.
5. All concrete sholl be 3000 psi min. .. 28 da)'S, with fiber
mesh reinforcing.
6. Concrete surface to be light broom finish.
7. Concrete driveway construction sholl be S" thick w SxS!lOx1D
welded wire mesh reinforcement.
B. Romps sholl hove 0 tactile surface, textured to 0 depth not
sxceedlng 1/8. by use of tamp or roller In conformance with
requirements of FOOT Roadway and Traffic Design Standards,
Detail 304 or most recent modifications.
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o
FL
c
o
a.s shown
+-'
o
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L
+-'
rn
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()
\ / p",oertv I ..o.w. L1o.
~ Cone. Sidewalk
B
TYPICAL DRIVEWAY CROSS SECTION
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"-
CD
o
"-
SECTION y-y
B
t
f..p
o ::'>
~u ~
S >< '0 ! 4' Min Residentiol Street r1' City R/W
.2 ~ o. i-..5.;....M.j~....A:~t~~;;i..;i....St~~~.t"'- 2 .;....C.;~.~;.ty...i~)w
~'l~~ I
, ,
I i 1/4" per Foot
j.................................................................................._~..:~~:.:.:;::~~~.:;.:.~-=::;:~-_ ,-:. : :~: .. .:.; -1
PLAN VIEW
L
o
LL
(f)
I-
Z
.-
.-
..
CD
'--y
t
..
~Min, Throa. t 5' ~
#3 Dowel 10' D,C:,\ ....
~ t2'-B'i\ i.l !
'. _ ::::= t.. .
--4- ~ C c
#3 Dowel 10' D,C~~' 4'MI ~ rulJ:i: ~
8' Brick Ma.sonrv I - -'~..n"""'f-- ~
- - /'-......... "- I
I-- :( '\\ M
4~ ~~_~_~ 1
1:~:f~4:::,:~:-3;;.::i~:-.~J ro
t..... .' -HI:: _ - "" . - - .' _' to: I
#4-12' D.C.lE,~. J LCe>Ment Grou~
Flow Line
~~.---~
. .
Reba. '
I
+-'
o
z
y
t
Concrete filleol 4' p.v.c.
support post to be useol
a. t center of inlet throa. ts
on oIouble wing inlets.
DET AIL A
w
~
<(
u
(f)
Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut
or' Remove enlir'e eu rb and Replace as Pad of Sidewolk Ramp.
\ Modi'fied and VaHey Gutter Curbs
join exist back of cw-b
\ /~~.:.....~.;.:.,.~.......:;,~~:....~:.:~.:..........===~.:;::';~':J red Su rfa ee
" _ t:":-;f '_'-~:.._-...-...~---_:-.._--.--.-...:.._..
r,,~',.,'~' _2.~-1(:~ 1>2" Expansion Joint \ =~;io]~in\O o~nsawcut
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~-
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. f.-.
r'-.' . ".
.... .' .",'
..- ........,"".....
rn
rn
Q)
L
01
o
L
0....
3000 psi leone 4" thick. Constr. 6.
thick at dlriveways with 6x6 #10
welded wir-e mesh. See note 7.
Bock of Curb
-4'-0' Min -
NOTES
1. Non trOofflc Ioeo.rlng,
2. \/hen pipe c1lo.l"Ieter exceecls 30',
Inlets
sho.ll not Ioe usecl o.s Junction
boxes,
1I1"11t three pipes per Inlet.
3. Cho.l"lfer Ooll exposecl edges.
4. All concrete 3,000 psi, with flloer
l"Iesh
reinforcing,
5. Center support sho.ll Ioe usecl on
c1oulole wing Inlets. (See Deto.ll A).
R.H. - L,H, DR DOUBLE 'w'ING INLET
SECTION B.-8
SITE PLAN AND COORDINATE GEOMETRY
c
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I-:J
(f)m
-W
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~-
ott
<(0
c
A. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY THEIR 0
ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF THIfL
ENGINEER IN WRITING PRIOR TO CONSTRUCTION.
B. 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
RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND REPLACE THE CONTROL
POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN EXPENSE.
C. REFER TO SURVEY FOR ELEVATION DATUM.
D. 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.
E. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH OWNER'S
ENGINEER WITH COMPLETE "AS-BUILT" INFORMATION CERTIFIED BY A REGISTERED LAND
SURVEYOR. THIS " AS-BUILT INFORMATION SHALL BE PRODUCED WITH AND UPON COMPLETION,
THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH DISKS OF ALL DRAWINGS, ONE SET
OF REPRODUCIBLE PLANS, AND FIVE SETS OF PLANS, THE · AS-BUILT" INFORMATION
SHALL CLEARLY AND ACCURATELY REPRESENT ALL CONSTRUCTED ITEMS INCLUDING, BUT NOT
LIMITED TO:
1. ELEVATIONS OF ALL STORM SEWER OUTFALL STRUCTURES AND SANITARY SEWER
STRUCTURE BOTTOMS, TOPS, AND INVERTS.
2. FIELD MEASURED LENGTHS OF PIPES FOR ALL INSTALLED UTILITIES, CONDUITS, SLEEVES,
ETC.
3. LOCA TlONS OF ALL STRUCTURES, PIPES, CONDUITS, SLEEVES, ETC.
4. CALCULATED SLOPE OF ALL SANITARY SEWER AND STORM SEWER LINES.
5. HORIZONTAL AND VERTICAL CONTROL OF ALL WATER MAIN FITTINGS AND
APPURTENANCES, AND HORIZONTAL AND VERTICAL CONTROL ON THE TOP OF WATER MAINS
AT ALL CROSSINGS, AND A MINIMUM OF EVERY 200 LINEAL FEET OF PIPE.
6. HORIZONTAL AND VERTICAL CONTROL OF ALL TOP OF BANKS, TOE OF SLOPES, ALL
GRADE BREAKS, BUILDINGS, PONDS, DITCHES, LITTORAL ZONES, ETC.
7. HORIZONTAL AND VERTICAL CONTROL ELEVATIONS OF ALL ELEMENTS OF SANITARY
SEWER LIFT STATIONS INCLUDING TOP AND BOTTOM SLABS, INVERTS, ELEVATIONS AT
WHICH THE FLOAT SWITCHES ENGAGE, ALL VALVES AND ASSOCIATED APPURTENANCES.
NO ENGINEER'S CERTIFICATIONS CAN BE SUBMITTED TO OBTAIN A CERTIFICATE OF OCCUPANCY
UNTIL THE " AS-BUILT" INFORMATION IS RECEIVED, REVIEWED, AND APPROVED BY THE
ENGINEER.
THE CONTRACTOR SHALL ALLOW THE ENGINEER A MINIMUM OF FOUR WEEKS TO COMPLETE THE
REVIEW OF THE "AS-BUILT" INFORMATION UPON RECEIPT, PRIOR TO SUBMITTAL TO APPLICABLE
AGENCIES.
F. ALL DIMENSIONS SHOWN ON PLAN ARE TO FACE OF BUILDING, EDGE OF PAVEMENT, FACE
OF CURB OR CENTERLINE OF STRUCTURE, UNLESS NOTED OTHERWISE.
SECTION A-A
INLET FOR MODIFIED CURB
TYPICAL SIDEWALK CONSTRUCTION AND RAMP DETAIL
NTS
UJ
...J
-
~
W
C
SECTION x-x
NTS
l'
CONC. SIDEWALK
tT,itJ
~, . R" .
\J . "~I(j
tT, II') I:\tJ t:
, 'o\l't "01 ~t
e., \.l
'i", '
", S
t.
Grass Plantinq or other
NOO-WOlkiC97
6" 6" Vertical Curb
~ in Transition
~~
'<:...
'" -
-~-
Molc~1 Existing if
Existing Sidewalk "'-
2'
I
Construction Joint
PerMitted <Typ)
~A\ ~
lI:e
~('. ,^e'"
~ J(.... ;)
o~"5 ~ o,\",\Q
"'" e~ L
\::i\~ 1(.i;.
(\0
4
Grass F'lonting or Other
l\Jon-Walking Surface"'-
6"
<0,
/>
l' I
'I __
..T -- 1- ..Tf::'\:'-' -::T
l '._e: -:e~t~- -'-~_ - ....::L
I \ 4 #6 Continuous
..
C\J
lJ4
-<J'
<//*'.
'-,
0.....,
'~'C:'
4'/5'
-\--
RAMP CURB
.
<,"",,-
'-!V /
.7
6'R (TYP~>
--C
-.po
<~-
'""9'<-1-
-7': Q;, <Q '-..
""0 <f: A '- /"
c?:;>~?' ~'::> ......"...
'-S~~...... . ~ <<' /
"'0 rr OC'" ...-r
c:::,:'V t'"'"""") ~?;. ....u..<"-\
-1,' ~c> -',<. . '<9
""c '"0 ',<' ~
"'.s.:s, <:{'.-o ""0
0........ 0': 0,,-,
-.l-; .tC3;:' t9
~-" c:#-
~.....-',....
;!I~!
~~;i
:!:I~j
~C
~A
~B
I ,Remove Back of Cur~ I' Flow Line
if Existln g
SECTION C-C
Exist. Type I Curb
--- -<;7
,,,/
LIMits of concrete swOole
LIMits of pooy quOontlty
RETURNED CURB RAMPS
If "x. is less than 48" then
the slope of the flared side
shall not exceed 12: 1.
PLAN
ISOMETRIC VIEW
VALLEY GUTTER CURB
\
L l
: -: .. ~.. : -: ".. - ~ ~ "...: . -. -.. :..
. --. _' e_' _ e. -'-'. e.
-... .." -... .." -... .."
D..]
-:_' - . : .~ -'- : '. -'- -:. : -
CURB
TRANSITION
DROP
CURB
CURB
TRANSITiON
CONe, RAMP
I'
///11
~ 'I
-- '"J
\4"
BACK OF SIDEWALK
~
I~N~
ELEVATION A-A
/Textured Surface
/'
..,
DESIGN
DEVELOPMENT
DOCUMENTS
\
r." ..-
--
-..c!_ '.
~ --------='1
- . ~
- -_ _-4:
._.. II
SECTION A-A
-.
. .
SECTION B- B
12:1 MAX.
NORMAL VALLEY GUTTER CURB
SECTION - SEE INDE:X 101
G. ALL PAVEMENT MARKINGS SHALL BE MADE WITH PERMANENT THERMOPLASTIC~~D SHALL
CONFORM TO F.D.O.T STANDARD INDEX NO. 17346, SHEETS 1-7.
PARKING STALL STRIPING TO BE 4" WIDE PAINTED STRIPES,
ON-SITE STRIPE COLOR TO BE SELECTED BY OWNER.
Subject to City Engineer's OopprovOoI.
To be usecl only In unique sltuOotlons.
SECTION B-B
NOTES:
1. Ramps are designed to the
Uniform Federal Accessibility Standards
to eom~ly with the Americans with Disabilities Act.
2. Ramps Shall Have a Tactile Surface, Textured to a
Depth Not Exceeding 1/8. by use of Tamp or roller
In Conformance with Re9uirements of FDOT
Roadway and Traffic DeSign Standards, Detail 304
Or Most Recent Modifications.
,~/ , )'tfJ ;t:., ,
,:> ':' ~l~ ~"\!:i ~: (/",f! *'" '
'~~Zf:f~?;ii~~t:,"', .
, \.P-
SHEET NO.
TYPICAL SIDEWALK CURB CUT RAMPS
PHYSICALLY HANDICAPPED
J
1>-_; ".)
'..... .-lit
~0~ :rt.~> (O~ ~
.AVl7X~~l~~!
,'(. ""'.;:~,~~/#:j\.; ~~/,:'~
. ~~!:,; "i'''~''
" /.:, "-'. '1'Ior'J~)"L"",>c
'., "';".'1.- III "IfHT ,
. ",''''dt', J "
CONCRETE SWALE DETAIL VALLEY GUTTER CURB
C-09
NTS
NTS
r Cleo.nout Plug
_- _.....~ JS I U _~,_ ..............
..
C\J
........
~I. 9 5/8' · I
~/////0j
!
Concrete Po.ol 4'
Thick x 1'-6' Sq.
-<:
P1
~~
~
V/
V
r7""":;/
5/8' -----1
7/8--11
t
r /
v
~/l
6' or 8'- 1/8 Benol
..
..
v
........
C")
C")
Plug
(See Note)
-
--
~
IJr
8'
I I
J' 13 1/2'
Sewer Mo.in -.I -
NOTE: Cleo.nout plug to be
U.S. Founolry 7621
or equo.l.
SANITARY SEWER STANDARD
CLEANOUT AND PLUG
NTS
PROVIDE
CONTINUOUS
CONCRETE CURB.
POWER COMPANY
CONDUIT AND CABLE.
MOUNTING PAD
GENERAL NOTES:
THIS SIDE OF PAD I ~ 143" SPACE FOR
MUST HAVE MINIMUM l--a7'~ / ~SECONDARY CONDUIT
CLEAR WORKING / AND CABLES.
AREA OF 6'-0" FOR r--... V EXTEND CONDUIT 2"
MAFUTINUTREENANCE OF 126" I " I"" ,........- ABOVE PAD. VERIFY
70 v I~I EXACT LOCATION
TRANSFORMER. ALL ! t '" WITH POWER
OTHER SIDES MUST Io;:'dl COMPANY ENGINEER.
HAVE A MINIMUM&;Xi:1I
CLEARANCE OF
3' -0" FROM
TRANSFORMER.
PLAN VIEW
PROVlDE CONCRETE /fJJ(j[
CURB AROUND PAD.
a" 4"
: ~;;~t:::P
;.~~;. ":..' ....,;;...
PROVIDE CRUSHED
STONE TO BE W
MINIMUM DIAMETER.
SECTION
TRANSFORMER
MOUNTING PAD DETAIL
NTS
ALL VALVES TO BE O. S. & Y.
j
i
rJ:
RESILENT SEAT
!lATE VALVES
(lYP1CAI.) DOUBlE CHECK
f DETECTOR VALVE
ASSEMBLY
~~~
=~U~~
E~~ 3'2' MIN.
12l_
i
~'2' M....
/lJD- MAX.
(" ~NISHED GRADE
\~. CHAMFER
.. -....
!.::.:':
~ .~~
~
-....
- ,..........."
, . '
. ,
~ ".. ...
_.........~ .. ... .
Y":"'~~ -:
,,;. . ;'. "'i'?>
';".,.- .........:
~{(
PIPE SUPPORT rm>.) .....
RINNEL FIG. 2114 - . '. ,
. '/: ','~
/, . ~~:E~~p= '/' ";':"1
BElWEEN DoI.P. AND
CONCRETE SLAB COMPAClED BACKRLL
liD' BEND (M..J./M..J,)~
A'TI
I i)
2 N:US BARS
CONllNUDUS
wIN... :5 llES
o 12' D.C.
.//.:
io:I
0--
rn..
P IIII
UY'
NOTES:
1 ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CLASS 54, CEMENT LINED
. INTERIOR WITH FL6.NGE FITTINGS FOR ABOVE GROUND USE. MANUFACTURERS RESTRAINED
JOINTS SHALL BE USED FOR UNDERGROUND PIPING.
2 CERTIFICATION OF PROPER INSTALL6.TION AND OPERATION WILL BE REQUIIRED FROM A
. CERTIFIED BACKFLOW PREVENTION TECHNICIAN PRIOR TO WATER MAIN ACCEPTANCE BY
THE CITY OF CLEARWATER WATER DEPARTMEN~
3. THE BACK FLOW PREVENTION DEVICE ASSEMBLY SHALL BE ON THE APPROVED LIST OF
THE UNIVERSITY OF SOUTHERN CALIFORNIA.
4 THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE PROPER OPERATION,
. MAINTENANCE AND TESTING OF THE BACKFLOW PREVENTION DEVICE ASSEMBLY.
5. 6" CONCRETE SL6.B SHALL BE REINFORCED WITH No.6x6-W1 OxW1 0 AND SH('LL BE
TYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY STRENGTH OF 3000psl.
6. SL6.B WIDTH SHALL BE 5'-0. TYPICAL AND LENGTH SHALL VAFf'f WITH ASSEMBLY.
BACKFLOW PREVENTION DEVICE FOR FIRE
SERVICE ONLY DOUBLE CHECK DETECTOR
VALVE ASSEMBLY {4" AND LARGER PIPEt
NTS
ON ALL TEES, A MININUM OF 5' SHALL BE
RESTRAINED ON EACH RUN LEG
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft.)
FIGURES BASED ON 30' DEPTH BURY I 150 PSI TEST PRESSURE.
B' PVC MAXIMUM SIZE USED IN SYSTEM
THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICA TIONSI
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
NOM. ELBO'w'S (ole g.) VAL VE DEAD
PIPE TEES END
SIZE 11.25 22.50 45 90 BRANCH
4 2 4 9 21 28 46
6 3 6 12 29 47 65
8 4 8 16 38 66 85
~L
.1 ~ Me9Cllu9 RestrCllner (Typ,)
II'
}r,.
. ~
<~ .
EbbCl 1500 Series (Typ,~ ~ y
NOTEI 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.
THRUST RESTRAINING
NTS
NOTES:
1. EXTENSION ON VALVE BOX~HALL BE
SET SO AS TO RESERVE 1 2 OF THE
ADJUSTMENT LENGTH FOR FU RE USE.
2. OPERATING NUT SHALL BE SO AS TO
BE WITHIN 12" OF GRADE. EXTENSION TO
BE PROVIDED AS REQUIRED.
J. VALVE EXlENSION SHALL BE MECHANICALLY
AlTACHED AND SHALL HAVE A STAINLESS
SlEEL PIN AT THE VALVE AND SHEAR PIN
ONLY AT THE OPERATING NUT.
4" ABOVE CONCRETE VALVE PAD
AND FOLDED BACK INSIDE 3" PVC
ACCESS PIPE AND PLUGGED.
5. ALL PVC PIPE SHALL REQUIRE TWO
INSULATED METALLIC LOCATING
WIRES (10 GAUGE SOLID COPPER)
TAPED WITH 2" WIDE DUCT TAPE TO
TOP CENTERLINE OF THE PIPE
AT EVERY JOINT AND 4 TO 5
FEET SPACING.
6. LOCATING WIRES TO TERMINATE
7. LOCATING WIRES SHALL BE CAPABLE OF
DETECTION BY A CABLE LOCATOR
AND PASS A FIELD CONDUCTIVITY TEST
OBSERVED BY THE COUNTY FROM END TO
END OF WIRES.
a. SPLICES SHALL BE CAPABLE OF COMPLETE
SUBMERSiON.... SUCH AS BUTT SPLICE WITH
RAYCHEM HI:AT SHRINK TUBING.
S. NO MORE THAN ONE SPLICE BETWEEN
VALVES IS ALLOWED.
PAVED AREAS NON-PAVED AREAS
PAVEMENT
(FOR PAVED AREA) ~C.I' COVER INSCRIBED FOR WATER
" CONCRETE VALVE PAD
24"x 24"x 6 3000 PSI, ~ (SEE DETAIL W-S)
CONCRETE COLLAR WITH fiNISHED GRADE
W.W.F. 6 x 6 - W2.1 x W2.1 ,. (FOR NON-PAVED AREA)
t ~ ~ COMPACTED EARTH
01 - ~ ~~$. f~~' PVC w/IHREADED PVC
~ 2' MIN.-/ :~~~R~~gN K~or6~~y (~~~H)
~C1 "'~ I EXTENSION' VALVE BOX (INSIDE SCREW)
u~ I{) 6 ~ ISLEEVE AS REQUIRED
~ SLEt.VE ASI ii1u... ~ I (PVC OR DIP)
:E REQUIRED I ~OMPACTED BACKFILL
ill (DI~~s.<,.., 1'''-''",';' R:; . ~ PER SPECIFICATIONS
1 r'7 ~'~ ~~ '~ ~H~f~~~~~~:rmf=s)
( ~ IDISTRIBUTION MAIN
.;{:: /::~<s;!~!~::,. ,.<($[~:);,
.'...{,(. '. '}<<:'0~/'h" V/!:(:/i.<;
r UNDISTURBED' DUCT TAPE
4 EARTH (TYP.)
FOR EITHER PAVED OR NON-PAVED AREAS
GAVE VALVE DETAIL
_{FOR PAVED & NON-PAVED AREASt
NTS
10' 10'
I l--WATER MAIN
~ ~ P.V,C, WASTEWATER
FLEXIBLE ~..--- GRAVITY MAIN
COUPLING --.. 7
(TYPICAL) "\
S IJ-----m 9
14 18' ~ 1
STEEL CASING
NOTES:
1. WHERE WATER AND SEWER CROSS WITH LESS THAN 18" OF VERTICAL CLEARANCE,
THE SEWER MAIN SHALL CONSIST OF 20' OF STEEL ENCASED P.V.C. PIPE
CENTERED ON THE POINT OF THE CROSSING AS DETAILED ABOVE.
2. WHERE WATER MAIN CROSSES BELOW SEWER MAIN, ENCASEMENT OF BOTH MAINS
IS MANDATORY.
GRAVITY MAIN AT WATER MAIN
INTERSECTION DETAILS
NTS
Stop Less Check
MUELLER H14350 with Lock 'vIing a.nol
COMpression Inlet or a.pproveol equa.l
Threa.oIeol Corpora. tlon Stop
MUELLER H15008
or a.pproveol equa.l
( TAP AT 450 ANGLE )
~
-..
Sa.oIoIle requireol on
4" P.V,C, only ..6. ~>
' ~]
I/-. / ~~
So.oIoIle sha.ll ha. ve oIouble ( :X:
sto.inless steel stra.ps ~ ~~,
with epoxy coo. teol -=-
oIuctile iron booly.
~
~
........
.-..-
.......
......
,.'
'via. ter Service Tubing
Driscoplpe 5100 or Enolot/Ya.rolley
Blue Jet; SDR 9; 3408 Polyethylene
'via. ter Ma.in
CHLORINATION TAP DETAIL
NTS
Meter Box
'''~~
'Wo.ter ~
Vo.lve Box
I~~~
~
, /iC~
~
I'"
1. THE GROUND SHALL BE LEVELED AND
THOROUGHLY COMPACTED BEFORE PAD IS
INSTALLED.
2. SECONDARY SERVICE ENTRANCE CABLE SHALL
BE TO THE REAR OF THE PAD WITH SPARE
CONDUIT IN THE FRONT.
3. EXACT ORIENTATION OF TRANSFORMER IN THE
FIELD MUST BE APPROVED BY POWER
COMPANY'S ENGINEER PRIOR TO INSTALLATION.
~ 4' D.r.
4' Go.te
Vo.lV~
J ~~
P
dlh'1"
'0'
'r"r~
'vi 0. ter Mo.ln
I"
[III
1111111 I II I II I 1111111
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r ~~ IT L- ~
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~ 90. Benol
MJ X SLIP
,
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...... ---l
......
h
---
~
l- If:
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-=
~
l i1 ~
~
BLOWOFF DETAIL
NTS
~B1~OO 0 0 0
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o
-
~
Top View
Forol Meter Flo.nge
L
o
lL.
-f-J
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0...
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Prevention Device CFlo.ngeol)
::.
~;::::; Brass Nipple
~~
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So....
OJ
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o OJ
+>"0
lJlC,i;
~
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V o.L veCFlo.ngeol) Flow
... r--1
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r;::::p ~
~ Meter ·
(Flo.ngeol)
s::: OJ
-- "0 t
c:S __
::Eel)
12'
VII ~
-
TYPICAL SINGLE DEVICE 1-1/2' a.nol 2' MODELS
NOTEI
Device Must Ioe Insto.llecl level.
* APPROVED R.P. DEVICES
Hersey- Beeco Moclel FRP II
Wo.tts Moclel 909 or 009
Conloro.co 40200
* APPROVED DOUBLE-CHECK VALVES
Hersey-Beeco Moclel FDC
Wo. tts Moclel 709 or 007
Conloro.co 40100
TYPICAL METER SETS W/BACKFLOW
PREVENTERS 1-1/2" AND 2" MODELS
NTS
i.'~? r::::"~; :.:~~~{,~,.....
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DESIGN
DEVELOPMENT
DOCUMENTS
SHEET NO.
C.10
..
Pick Hole 7 S
1-1/4' 117 ~
5/8'
Mln, 4 Requlrecl
Acljusta.101~
Va.lve Box ________
RING - HALF PLAN
Non Skicl
Pa.ttern
Requlrecl
'Jhen VuLve Dcc",rs In ROUd~
set Buse on IO-CoMMon Brick, ~
/./::;
..
ru
l.
D
Requireol
..
v
,
C'?
I
~
f
SOLID COVER
..
()'\
l.
D
..
v"
,ru
'(l.
I 22-3/4'. ~I ~ 0
~~~
Muchlned S",rfuce
Mech, Joint VUL/
~ ~ 'Juter Muln
Restra.lnlng Joint
..
I'-
RING - SECTION
MiniMUM W'elght 7' 232 llos.
9' 278 llos,
NOTES
1. W'here roa.oIwa.y Ioa.se Is 8' or thicker use 9' ring,
a.ll other ca.ses 7' ring Is perMissible,
2, Ma.nufa.cturers Moolel of storM ring a.nol cover to
be a.pprovecl by City Engineer,
SOLID COVER SECTION
MlnIMUf"'l W'elght 128 llos,
III
cS
~
l.
0
4-
C l.
~ OJ
>
.. 0
\0 U
I 4-
, 0
ru ..c
.p
0...
OJ
~
TYPICAL VALVE SETTING CROSS-SECTION
I Mech, Joint Vulve
NTS
SANITARY SEWER MANHOLE COVER
NTS
OJ
C
NOTES:
1. Precast manhole drop may be approved by City
Engineer. Shop drawing submittal required. Drop required
when 2' or over.
2. Manholes shall have an interior and exterior coating
3. of at least 15 mils dry thickness PROLO EP214-351
Epoxi-Mastic or Koppers bitumastic black solution 300M.
:=
,
l.
v
3'
r See Inolex No, 301
Ma.x, 15' - Mln, 4'
/
18' Min,
24' Ma.x,
Poureol Enca.seMent
I
NOTES: I
1. Stea.Mer Connection to F a.ce Street,
2, All Fire Hyolra.nts to ha.ve 5 1/4' Va.lve Sea.t.
3, Fire Hyolra.nts Sha.ll be Pla.cecl a. t Street Corners
or in the R'o,W', AoIja.cent to SloIe Lot Lines
W'henever Possible,
4. See Sheet 3 for Typlca.l Connections 8. Fittings.
~ 4 lo.yers of brick
Dlsto.nce Vo.ries
v
Approvecl Ioo.rrel Joint sea.ls
o.re 'O-Rings' o.ncl 'ROoM-Necks',
Two continuous rings 0. t o.ll
Joints.
Concentric cone (!Flo. t cover
on sho.llow Mo.nhole's 0' to
4' oIepth)
c
~
::K
:~:.
:.-.-
Steel reinforcef"'lent
5' Mln, wa.ll thickness
type II a.clol reslsto.nt
cef"'lent 4000 p.s.I.
I ~ Grout fill opening with
V \ non-shrink f"'lorto.r
..
\0
I
,
ru
:.E.
::6..
\ "'-- 2' Joint In pipe entry
~ (Typico.l>
P,V.C. pipe requires f"'lo.nhole
o.oIa.pter coupllngl by Flo
Control, Inc., or a.pproveol
woo ter stop coupling.
Grout flow cha.nnel
...
"
~
D
U
PRECAST SANITARY MANHOLE DETAIL OUTSIDE DROP
NTS
NTS
Box
Ba.ck of Curb
or
EoIge of Pa.veMent
ONLY APPROVED
Kenneoly Gua.rolia.n No, K -81A
Muller Centuria.n No, A-423
U,S, Pipe Metropolita.n
TYPICAL HYDRANT SETTING CROSS-SECTION
'- Restra.lning Joint (Typ,)
~
E
11.
~
D
NOTES:
1. W'ATER MAINS TO BE ON NORTH or EAST SIDE OF R.O,W'" APPROX, 4 FT. BACK OF CURB
UNLESS OTHERW'ISE AUTHORIZED BY CITY ENGINEER,
2. SERVICE CONNECTIONS TO BE 2 FT, FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEEy
SHEET NO, 3), THESE SERVICES TO BE CONSISTENT W'ITHIN THE SUBDIVISION, DRIVEW'A S
SHALL NOT BE BUILT OVER METERS,
3. ALL LINES SHALL BE CHLORINATED o.nol PRESSURE TESTED (TEST FOR ONE HOOUMRpL@ET11500NPO,SF,I.T)HE
UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL C
TESTING o.nol CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES,
4. TEN FT, SEPARATION REQUIRED BETW'EEN PARALLEL W'ATER 8. SANITARY SEW'ER LI~iS'
5, SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4' PVC MAINS, SADDLE V E
REQUIRED FOR 2' SERVICE CONNECTIONS TO 6' a.ncl LARGER PVC MAINS, LARGEST SER IC
CONNECTION TO A 4' MAIN IS 1 1/2' a.nol LARGEST TO ANY MAIN IS 2',
6. MINIMUM DISTANCE BETW'EEN SERVICE TAPS TO BE NOT LESS THAN 36'.
Connecting Piece w/integra.lly
Co.st Mech. Joint Glo.nol on
one Enol-D,I. Rota. ta.101e Meci'r._____...
Joint Glo.ncl on Other Enol, ------.......
.,
:>
:>
"l
ri
:>
>
D
i!:
i::
D
C
U
:::
D
[:
E
11.
D
'"
I
~
"l
ri
:>
Curb Stop
/ MUELLER H14350 with
~ COMpression Inlet or
Lock \.lIng e.nol
e.pproveol eque.l
Vo.lve o.nol Hyolra.nt Tee
w/D.I. Rota. to.Io1e Mech, Jol
Gla.ncl on Pla.ln Enol Bra.nch,
Threa.oIeol Corpore. tion
MUELLER H15008
or e.pproveol equa.l
(Te.p e.t 450 Angle)
Stop
~
z:
D
u
>=
6
c
IE
n
9
NOTESI
1. On Hyolra.nts Requiring Runout
La.st Two Joints Must Be Restro.lneol
Per Deta.il 403 (2 of 2),
~
Cl
iI
~
oJ
:>
~
=
D
'"
!l
=
::l
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..
!!
c
=,
D
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II
tJ
u
~
l.
'"
ii
ii
E
c
z:
Cl
"
Ii
!!
::l
Se.oIoIle if Requireol
See Note 5 ~
\.Ie. ter Service Tubing
Drlscoplpe 5100 or Enolot/Ye.rolley
Blue Jet, SDR 9, 3408 Polyethylene
\.Ie. ter Mo.ln
"'- So.ddle sho.lL hu ve clo",lole
sto.inless steel stro.ps
with epoxy coe. teol
oIuctlle Iron booly,
WATER MAIN SERVICE CONNECTION DETAIL
NTS
.
Fire Hyolra.nt AsseMbly
(Typ,)
Length Vo.ries
(See Note D
Mech, Joint
Vo.lve
~ 'Juter Muln
TYPICAL HYDRANT SETTING PLAN VIEW
NTS
SANITARY SEWER
A. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS SHOULD
ALWAYS CROSS UNDER WATER MAINS. 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. AIJ.
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 EXISTlNG PIPE, THE NEW PIPE SHALL BE
CONSTRUCTED OF DIP AND THE CROSSING SHALL BE ARRANGED TO MEET
THE REQUIREMENTS ABOVE.
B. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED
BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL
INSTALLATIONS WHENEVER POSSIBLE. IN ASES WHERE IT IS NOT POSSIBLE
TO MAINTAIN A 10-FOOT HORIZONTAL SEPARATlON, 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 ELEVATlON 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 VERTlCAL DISTANCE OF 1 B INCHES IN PARALLEL
INSTALLATlONS, 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 VERTlCAL 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).
C. ALL SANITARY SEWER MAINS. LATERALS AND FORCE MAINS SHALL
HAVE A MINIMUM OF 36 INCHES OF COVER.
D. ALL ON SITE P.V.C. GRAVITY SANITARY SEWER PIPE SHALL BE MADE
OF MATERIAL HAVING A CELL CLASSIFICATlON OF 12454 B, 12454 C OR
13354 B AS DEFINED IN ASTM D-1784 AND CONFORM TO THE
REQUIREMENTS OF SDR 26. ELASTOMERIC GASKET JOINTS SHALL BE
UTlLlZED. (UNLESS OTHERWISE NOTED)
E. ALL ON SITE DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL
RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATlNG IN ACCORDANCE
WITH ANSI A 21.6, A 21.8, OR A 21.51.
F. POINTS OF CONNECTION FOR THE SANITARY SEWER LINES ARE TO BE
COORDINATED WITH THE BUILDING PLUMBING PLANS. SANITARY SERVICE
CONNECTlON LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE.
G. ALL SANITARY SEWER WORK SHALL CONFORM WITH APPLICABLE
AGENCY STANDARDS AND SPECIFICATIONS.
H. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW
SANITARY SEWER LINES TO EXISTlNIG LINES OR APPURTENANCE3, THE
CONTRACTOR SHALL VERIFY LOCATIION AND ELEVATION OF ALL EXISTING
UTlLlTIES NEAR THE POINT OF CONNECTION AND NOTIFY OWNER'S
ENGINEER OF ANY CONFLICTS OR DISCREPANCIES WITH DESIGN
INFORMATION SHOWN IN THESE PLANS. CONTRACTOR SHALL NOTIFY
ENGINEER AND THE APPLICABLE AGENCIES AT LEAST 48 HOURS IN
ADVANCE OF SCHEDULED WORK.
I. AT LEAST 3 WEEKS PRIOR TO CONNECTION TO THE EXISTING SANITARY
FORCE MAIN, CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER AND
THE APPLICABLE AGENCIES, DEPARTMENT OF SANITARY SEWERS FIELD
ENGINEERING OFFICE AND SUPPLY "THEM WITH CONNECTlON DETAIL, THE
CONTRACTOR'S NAME, STARTING DATE PROJECTED SCHEDULE AND OTHER
INFORMATION AS REQUIRED. THE FI ELD ENGINEERING OFFICE SHOULD
ALSO BE CONTACTED 5 DAYS PRIOIR TO CONSTRUCTlON TO ENSURE
AVAILABILITY OF INSPECTION PERSONNEL. ANY WORK PERFORMED PRIOR
TO NOTlFYlNG FIELD ENGINEERING OR WITHOUT A DEPARTMENT INSPECTOR
PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT. THE
CONTRACTOR SHALL PERFORM AN IINFlL TRA TlON/EXFIL TRA TION TEST ON
ALL GRAVITY SEWERS AND A PRESSURE TEST ON ALL FORCE MAINS (AS
APPLICABLE) IN ACCORDANCE TO APPLICABLE AGENCIES REGliLA TIONS.
SAID TESTS ARE TO BE CERTlFIED IBY THE ENGINEER OF RECORD AND
SUBMITTED TO THE APPLICABLE AG,ENCIES' DEPARTMENT OF SANITARY
SEWERS FOR APPROVAL. THE SCHEDULING, COORDINATlON AND
NOTIFICATlON TO ALL PARTIES IS TIHE CONTRACTOR'S RESPONSIBILITY.
J. ONE OR MORE OF THE FOLLOWING CERTIFICATES/SHOP DRAWINGS,
DEPENDING ON THE TYPE OF CONNECTlON, WILL BE REQUIRED. THIS
SHOULD BE REVIEWED WITH THE DESIGN DIVISION PRIOR TO APPROVAL
FOR CONSTRUCTION AND SUBMITTED IN ACCORDANCE WITH THE ABOVE
NOTE I. (1) DIP /pVC CERTIFIC:A TE OF MANUFACTURE.
(2) JACKING PIT DETAIL.
(3) MANHOLE SHOP DRAWINGS ANDI STRENGTH REPORT.
(4) CRUSHED STONE SUBMITTAL.
(5) FRAME AND COVER SHOP DRAWINGS.
(6) VALVE SHOP DRAWING.
(7) FLEXIBLE COUPLING SHOP DRAWINGS.
(8) MANHOLE DROP
(9) CASING PIPE CERTlFICA TE.
(10) CONNECTlON DETAIL.
K. THE CERTlFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTlL THE
FOLLOWING HAS BEEN COMPLETED:
(1) FINAL INSPECTlON IN CONJUNCTIION WITH DEPARTMENT PERSONNEL
COMPLETED.
(2) AS-BUlL TS HAVE BEEN SUBMITlED AND ACCEPTED.
(3) ALL NECESSARY TESTlNG COMPlLETED AND CERTIFIED.
(4) PAYMENT OF ALL CAPACITY FEES.
L. THE CONTRACTOR SHALL PERFORM AT HIS OWN EXPENSE AN
INFIL TRA TlON OR EXFIL TRA TlON TEST, A TELEVISION INSPECTION, AND A
MANDREL(GO,NO GO) TEST ON ALL IGRAVITY SEWERS IN ACCORDANCE
WITH THE ENGINEER'S REQUIREMENTS AND THE REGULATORY AGENCY
HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE
ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR
APPROVAL. COORDINATION OF TESTlING AND NOTIFICATION OF ALL
PARTlES IS THE CONTRACTOR'S RESPONSIBILITY.
M. ALL SANITARY SEWER PIPING SIHALL BE SUBJECT TO A VISUAL
INSPECTlON BY THE OWNER'S ENGINIEER PRIOR TO THE PLACEMENT OF
BACK FILL. CONTRACTOR TO NOTIFY THE ENGINEER AND APPLICABLE
AGENCIES 48 HOURS IN ADVANCE TO SCHEDULE INSPECTlONS.
N. ALL PVC SANITARY FORCE MAIN! SHALL BE CONSTRUCTED BY AWWA
C900, DR18, GREEN PVC PIPE. O. ALL WORK WITHIN PUBLIC
RIGHT-OF-WAYS SHALL CONFORM WITH FDOT STANDARDS. THE LOCAL
FDOT DEPARTMENT'S ENGINEER SHALL BE NOTlFIED FORTY-EIGHT (48)
HOURS PRIOR TO STARTlNG WORK AND AGAIN IMMEDIATELY UPON
COMPLETION.
P. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE VARIOUS
UTlLlTY AGENCIES AND OBTAINING ALL INFORMATION AVAILABLE TO SHOW
UTlLlTIES ADJACENT TO THE PROPOSED FORCE MAIN.
Q. ALL MATERIALS SHALL MEET THE: REQUIREMENTS OF THE
GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THE WORK.
R. THE SANITARY SEWER COLLECTI(()N SYSTEM SHALL NOT BE PLACED
INTO SERVICE UNTl APPROVAL FOR CONNECTlON IS OBTAINED FROM THE
DEPARTMENT OF ENVIRONMENTAL PROTECTlON THE CONTRACTOR SHALL
SUBMIT TO THE OWNER'S ENGINEER SANITARY SEWER SYSTEM AS-BUILT
INFORMATION AT LEAST SIX WEEKS PRIOR TO ANTICIPATED DATE OF
CERTlFICATE OF COMPLETION APPLICATION. FAILURE TO OBTAIN EPC
APPROVAL PRIOR TO PLACING THE SYSTEM IN OPERATION MAY RESULT
IN SUBSTANTIAL FINES.
WATER & SEWER GENERAL CONSTRUCTlON NOTES
A. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN
FROM THE ENGINEER OR OWNER A COPY OF ALL PERTINENT
PERMITS RELATED TO THIS PROJECT. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO ASSURE THAT ALL CONSTRUCTION ACTlVlTIES
ARE IN COMPLIANCE WITH THE CONDITlONS OF ALL PERMITS AND
APPROVALS.
B. CONTRACTOR SHALL CONTACT THE ENGINEER AND/OR OWNER
PRIOR TO ANY CONSTRUCTlON THAT MAY DAMAGE TREES.
C. THE EXISTlNG UNDERGROUND UTILITY LINES SHOWN HEREON
WERE TAKEN FROM DOCUMENTS FURNISHED BY OTHERS AND NOT
FIELD VERIFIED; THEREFORE, THE ENGINEER CANNOT GUARANTEE
THE ACCURACY OF SAME NOR THAT ALL ARE SHOWN. THE
CONTRACTOR SHALL EXPOSE ALL UNDERGROUND UTILITY LINES IN
COORDINATION WITH OWNERS TO HIS SA TlSF ACTlON AND MAKE
ADJUSTMENTS TO SAME IN THE EVENT THERE ARE CONFLICTS
WITH NEW CONSTRUCTION.
D. CONTRACTOR SHALL COORDINATE ANY WORK WITH APPLICABLE
AGENCIES WATER DEPARTMENT AND DEPARTMENT OF SANITARY
SEWERS PRIOR TO THE START OF CONSTRUCTlON.
E. ALL UTILITY WORK AND APPURTENANCES WITHIN THE
PROPERTY BOUNDARY (I.E. FIRE HYDRANT ASSEMBLIES,
MANHOLES, ETC) ARE TO CONFORM WITH APPLICABLE AGENCIES
STANDARDS SPECIFlCATlONS AND DETAILS.
WATER DISTRIBUTION
A. ALL DIP PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH
AWWA STANDARD C-151. IN AREAS WHERE THE SOIL IS
DETERMINED TO BE CORROSIVE OR HIGH GROUND WATER IS
EXPECTED, THE PIPE WILL BE INSTALLED IN A LOOSE
POLYETHYLENE ENCASEMENT NOT LESS THAN 8 MILS THICK AND
INSTALLED IN ACCORDANCE WITH AMERICAN NATIONAL
STANDARDS INSTITUTE SPECIFICATION A21.5.
B. ALL POTABLE WATER PVC PIPE SHALL BE MANUFACTURED IN
ACCORDANCE WITH AWWA STANDARD C-900, PRESSURE CLASS
150, DR 18, COLORED BLUE. ALL FIRE WATER PVC PIPE TO BE
DR14.
C. PVC PIPE WITHIN PROPERTY BOUNDARY SHALL BE INSTALLED
IN ACCORDANCE WITH APPLICABLE AGENCIES STANDARDS.
D. CONTRACTOR SHALL FURNISH AND INSTALL 4" METAL
DETECTABLE IDENTIFICA TlON TAPE ALONG THE FULL LENGTH OF
THE PVC PIPE TRENCH 18 INCHES BELOW THE FINISHED GRADE.
E. CONTRACTOR SHALL INSTALL A CONTINUOUS RUN OF 14
GAUGE LOCATOR WIRE ATTACHED TO THE PVC WATER MAIN. THE
NEW LOCATOR WIRE MUST PASS A CONTINUITY TEST WHICH
SHALL BE PERFORMED BY THE CONTRACTOR AND APPROVED BY
THE ENGINEER.
F. ALL WATER MAINS SHALL HAVE A MINIMUM 36" COVER.
G. A SHOCK PAD IS TO BE INSTALLED OVER THE WATER MAIN
WHENEVER THE DEPTH OF COVER IS LESS THAN THE MINIMUM
36".
H. BENDS SHALL BE INSTALLED ON WATER MAIN, AS NECESSARY,
TO MAINTAIN PROPER ALIGNMENT. PIPE DEFLECTION SHALL BE IN
ACCORDANCE WITH AWWA C-600, LATEST EDITlON.
I. WATER UTILITY EASEMENT WILL BE GRANTED AT FINAL PLAT.
J. ALL PVC PIPE JOINTS SHALL BE PUSH-ON, MEETlNG ASTM
D-3139. ALL GASKETS SHALL MEET ASTM F-477.
K. RESTRAINT OF HORIZONTAL PVC PIPE FITTlNGS SHALL BE IN
ACCORDANCE WITH THE APPROPRIATE RESTRAINT TABLES SHOWN
HEREON IN THESE PLANS.
L. PVC RESTRAINT FITTlNGS SHALL BE EQUAL OR BETTER THAN
UNIFLANGE 1350-C SERIES, EBAA IRON, INC. 1500 SERIES, OR
JCM INDUSTRIES MODEL 620. ALL RESTRAINT FITTlNGS SHALL
HAVE A BITUMINOUS COATING.
M. SERVICE SADDLES SHALL BE USED FOR TAPPING ALL PVC
WATER MAINS. SADDLES SHALL BE EQUAL TO OR BETTER THAN
FORD FC202 OR JCM 406. ALL TAPS SHALL BE PERFORMED
USING SHELL CUTTERS.
N. REFER TO SANITARY SEWER NOTES A-B.
O. ALL SUBSURFACE CONSTRUCTlON SHALL COMPLY WITH THE
"TRENCH SAFETY ACT." THE CONTRACTOR SHALL INSURE THAT
THE METHOD OF TRENCH PROTECTION AND CONSTRUCTION IS IN
COMPLIANCE WITH THE OCCUP A TlONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA) REGULATIONS.
P. LATEST CONSTRUCTION, MATERIALS, AND WORKMANSHIP TO
CONFORM WITH THE LA TEST APPLICABLE AGENCIES
SPECIFICA TIONS.
Q. CONTRACTOR TO INSTALL TEMPORARY BLOW-OFF ASSEMBLIES
A T THE TERMINA TlON OF THE WATER AND FIRE SERVICE LINES
FOR TESTING PURPOSES.
R. CONTRACTOR TO VERIFY THE LOCATIONS AND ELEVATlONS OF
ALL UTILITY CONNECTlONS PRIOR TO ORDERING MATERIALS OR
CASTlNG STRUCTURES. VARIATIONS AFFECTlNG THE DESIGN OF
THE SYSTEM SHOULD BE REPORTED TO THE ENGINEER
IMMEDIATELY.
S. FOLLOWING THE COMPLETION OF CONSTRUCTION AND REQUIRED
TESTlNG, THE CONTRACTOR SHALL REMOVE THE TEMPORARY
BLOW-OFF ASSEMBLIES AND REPLACE WITH PERMANENT
BLOW-OFFS IN ACCORDANCE WITH APPLICABLE AGENCIES
DETAILS.
T. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER
TO BE RESOLVED BY ADJUSTlNG THE WATER LINES AS
NECESSARY.
U. CONTRACTOR TO INSTALL TEMPORARY BLOWOFFS AT THE END
OF WATER LATERALS TO ASSURE ADEQUATE FLUSHING AND
DISINFECTION.
V. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS.
HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN
UNCOVERED UNTIL PROPERLY INSPECTED AND ACCEPTED BY THE
OWNER'S ENGINEER AND APPLICABLE AGENCIES. PRESSURE TESTS
TO BE IN ACCORDANCE WITH APPLICABLE AGENCIES
SPECIFICATIONS. CONTRACTOR TO NOTlFY OWNER'S ENGINEER AND
APPLICABLE AGENCIES INSPECTORS 72 HOURS IN ADVANCE OF
PERFORMING TESTS.
W. CONTRACTOR TO PERFORM CHLORINATlON AND
BACTERIOLOGICAL SAMPLING PURSUANT TO AGENCY
REQUIREMENTS AND OBTAIN CLEARANCE OF DOMESTIC WATER
SYSTEM (IE: TWO DAYS OF PASSING TESTS AT EACH SAMPLING
LOCATION). COPIES OFF ALL BACTERIOLOGICAL TESTS TO BE
SUBMITTED TO OWNER'S ENGINEER WITHIN 3 DAYS AFTER
TESTlNG.
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THE FOLLOWING ENTITIES ARE IDENTIFIED AS TEAM MEMBERS OF "THE PLAN": URS CORPORATION, THE DEVELOPER / \
AS IDENTIFIED IN THE TITLE BOX OF THESE PLANS, AND THE SITE CONTRACTOR AND HIS SUB-CONTRACTORS.
EACH TEAM MEMBER HAS SPECIFIC RESPONSIBILITIES AND OBLIGATIONS. IN GENERAL, ALL TEAM MEMBERS, WITH
REGARD TO THEIR INVOLVEMENT AND RESPONSIBILITIES ON THE PROJECT, ARE TO IMPLEMENT ALL NECESSARY \ \
STORM WATER MANAGEMENT CONTROLS TO ASSURE COMPLIANCE WITH STATE WATER POLICY OF FLORIDA (CHAPTER \
17-40, FLORIDA ADMINISTRATIVE CODE), THE APPLICABLE STORM WATER REQUIREMENTS OF THE FLORIDA / \ \
DEPARTMENT OF ENVIRONMENTAL REGULATION, THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT, AND THE/ / \ I
GUIDELINES CONTAINED IN THE FLORIDA DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER ! '
MANAGEMENT (FDER 1988). MORE SPECIFICALLY, THE DUTIES AND RESPONSIBILITIES OF THE TEAM MEMBERS ARE \ \
AS FOLLOWS: \ \
~\
\!
\ \
\\
STORMWATER POLLUTION PREVENTION PLAN:
CONTAINED ON THESE PLANS AND WITHIN THE FOLLOWING NOTES IS A STORMWATER POLLUTION PREVENTION PLAN
(THE PLAN) WHICH HAS BEEN DEVELOPED BY URS CORPORATION, INC. IN ACCORDANCE WITH THE ENVIRONMENTAL
PROTECTION AGENCY'S "NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM" (NPDES) GENERAL PERMIT.
URS CORPORATION, INC.
A. DEVELOP A DESIGN FOR STORM WATER POLLUTION PREVENTION INCLUDING, BUT NOT LIMITED TO,
RETENTION/DETENTION PONDS, CONTROL STRUCTURES, EROSION CONTROL METHODS AND LOCATIONS AND
STABILIZATION CRITERIA. THIS DESIGN IS INCLUDED WITHIN THESE CONSTRUCTION PLANS.
B. UPON NOTIFICATION BY THE CONTRACTOR, MODIFY THE PLAN AS REQUIRED TO PREVENT STORMWATER
POLLUTION RUN-OFF.
C. SUBMIT AND OBTAIN THE NECESSARY DESIGN RELATED STORMWATER PERMITS FROM THE FLORIDA DEPARTMENT
OF ENVIRONMENTAL REGULATION, THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT AND OTHER APPLICABLE
GOVERNMENTAL BODIES.
D. UPON NOTIFICATION BY THE DEVELOPER OF HIS INTENT TO COMMENCE CONSTRUCTION, SUBMIT A NOTICE OF
INTENT PERMIT TO THE ENVIRONMENTAL PROTECTION AGENCY, ALONG WITH A NARRATIVE STATEMENT CERTIFYING
THAT THE STORMWATER POLLUTION PREVENTION PLAN PROVIDES COMPLIANCE WITH APPROVED STATE OF FLORIDA
ISSUED PERMITS, EROSION AND SEDIMENTATION CONTROL PLANS AND STORM WATER MANAGEMENT PLANS.
E. SUBMIT TO EPA, ALONG WITH THE ABOVE CERTIFICATION, A COPY OF THE COVER PAGE OF THE STATE OF
FLORIDA PERMIT ISSUED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION AND/OR THE SOUTHWEST
FLORIDA WATER MANAGEMENT DISTRICT.
F. SUBMIT TO EPA A COPY OF THE NOTICE OF INTENT TO THE APPLICABLE OPERATOR OF THE MUNICIPAL
SEPARATE STORM WATER SYSTEM.
G. COMPLETE THE APPROPRIATE FORMS FOR THE DEVELOPER'S SUBMISSION OF THE NOTICE OF TERMINATION TO
THE ENVIRONMENTAL PROTECTION AGENCY AND ALL APPLICABLE GOVERNMENTAL ENTITIES UPON COMPLETION OF
CONSTRUCTION AND FINAL STABILIZATION.
CONTRACTOR
A. DURING CONSTRUCTION, ASSURE COMPLIANCE WITH THE DESIGNED STORM WATER POLLUTION PREVENTION PLANS
PREPARED BY URS CORPORATION.
B. NOTIFY URS CORPORATION, INC. AND THE DEVELOPER IN WRITlNG OF ANY NON-STORMWATER POLLUTION
SOURCES WHICH ARE BEING STORED, OR OTHERWISE USED DURING THE CONSTRUCTION OF THE PROJECT , I.E.,
FERTILIZERS, FUELS, PESTICIDES, OTHER CHEMICALS. THIS NOTIFICATION SHOULD BE ACCOMPANIED WITH THE
CONTRACTOR'S DESIGN AND METHODS TO PREVENT POLLUTION RUN-OFF FROM THESE SOURCES.
C. INSPECT ALL EROSION CONTROL DEVICES (MINIMUM WEEKLY), REPAIR AND/OR REPLACE AS NEEDED.
D. INSPECT ALL STORM WATER POINTS OF DISCHARGE AND NOTIFY URS CORPORATION IN WRITING IF EROSION
CONTROL AND STORMWATER MANAGEMENT MEASURES ARE INEFFECTIVE, AND IF REVISION TO THE STORM WATER
MANAGEMENT PLAN ARE NEEDED.
E. INITlATE SITE STABILIZATION MEASURES AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENlL Y CEASED.
F. SUBMIT A CERTIFICATION, UTILIZING YOUR COMPANY LETTERHEAD, TO URS CORPORATION AND TO THE
DEVELOPER AS FOLLOWS:
01 CERTIFY UNDER PENALTY OF LAW, THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER
DISCHARGES ASSOCIATED WITH ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS
CERTIFICATION. "
CONTRACTOR ________
ADDRESS ______
CITY, STATE, ZIP ______ _
TELEPHONE NUMBER _________
DATE _________
SIGNATURE ___________
NAME & TITLE ___________
THIS CERTIFICATION SHALL BE MADE PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR
IS ALSO RESPONSIBLE TO ASSURE THAT ALL SUB-CONTRACTORS SIGN THE ABOVE CERTIFICATION AND SUBMIT
SAME TO THE DEVELOPER AND URS CORPORATION, INC.
G. MAINTAIN A COPY OF THE CONSTRUCTION PLANS, WHICH INCLUDE THE STORM WATER POLLUTION PREVENTION
PLANS, ON-SITE.
H. UNDERTAKE ALL REASONABLE MEASURES TO ASSURE THAT SILTED OR OTHERWISE POLLUTED STORMWATER IS
NOT ALLOWED TO DISCHARGE FROM THE SITE.
I. USE THE DETENTION PONDS AS SEDIMENTATION BASINS OR CREATE SEDIMENTATION BASINS AS NEEDED.
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A. SIGN AND CERTIFY THE NOTICE OF INTENT FORM AS OPERATOR OF THE STORMWATER DISCHARGE FACILITY AND
PERMITTEE.
B. SIGN AND SUBMIT A NOTICE OF TERMINATION FORM FOLLOWING CONSTRUCTION AND FINAL STABILIZATION OF
THE SITE.
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1. RECEIVING WATERS OR MUNICIPAL SEPARATE STORM WATER SYSTEM _______________.
2. ANTICIPATED START DATE _________________________
3. ANTICIPATED COMPLETION DATE ____
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4. ANTICIPATED CONSTRUCTION SEQUENCE IS AS FOLLOWS: COMPLETE EROSION CONTROL INSTALLATION, CLEARING
AND GRUBBING, EARTHWORK ACTIVITlES. STORM WATER SYSTEM CONSTRUCTION, UTILITY CONSTRUCTION, BASE AND
PAVEMENT CONSTRUCTION, FINAL STABILIZATION.
5. TOTAL SITE ACRES
--------------"
6. RUN-OFF COEFFICIENTS ('C' FACTORS) PRE-DEVELOPED _________________.
POST-DEVELOPED _____ -----------.
7. THE STORMWATER MANAGEMENT SYSTEM, UPON COMPLETION OF CONSTRUCTION AND APPROPRIATE
CERTIFICATION AND AS-BUILT SUBMITTALS, WILL BE OPERATED AND MAINTAINED BY
--------------------
B. THE POTENTIAL SOURCE OF POLLUTION FROM THIS PROJECT IS SOIL EROSION DURING CONSTRUCTION
ACTIVITIES.
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f, . ,'lV vf. .,,o" /~v.'.'.' ~)(.:......., ..... .... YAUPON .:.....:...:.............. '-C;;.~..." ..... ...~ .-.t....J~ ......=~;l..: ~I. 1.:/'
b .. v v v f\\" l V'VJ, . . . . ".. ... . . . . . d: .... .'..",.. '. ~ L ..;,;;u' ........ ....:4Q.f-YAlJ.PON HOLLY
4-DAHOON HOLLY i ~., , .~ i:g . -: -:';j,'. -: -: -:-:. '. '. . . '.' . . -: ::: .' HOLLY.. .'. ...... -: )';, <0 'l" :'~':'~~;:'~; :.{./t,... ....... ...... /
I I ROSEMARY," 36" 'O.C. " -='_..~.~: i.:;::: }:::::;:: :::;::i >. 28-COONTIE . -:'::. -:.... ":-:<:<?~~-DUNE . -: -:. '. . 19-COONTIE -~"'1l7'..'
..' ." " \7S7'i?vy~.;'':',O''>> .1 . ......:.:.:.:..... SUNFLOWER "0>>... . /;;;' // .
I....J....~"'~I TRICOLOR JASMINE, 24" o.c" I. ":..'-:-:-:-:---:\. 28-YAUPON .....-:-::::-:::::::~<~~, .
V;//////l RED FOUNTAIN GRASS, 48" O.C.' .. .. . . ,oJ.. . -:'. . -: ~'32-,fYAUPON . ..... . 10' HOLLY i CONCRETE....... ..
[~I '. /,'(}. /"V:..~.::~:;: .:: HO,LI-YO' ~U~~E:OOD I I, {) CURS (TYP.) '. \ / 1;/' r~{) d:
"::::::::: YAUPON HOllY, 30" O.C. '" ,: L.ELL'.n:L" ,.36- \ G\EXISTINGp AASVPIHNAGLT j j'/4( /{r,...Ji'--\.J:;{Vo....A.)
... FLORIDA GAMAGRASS, 42" O.C. 19-REDtC -LtCL. {) .~~~~~N .... . GRASS T9' (TYP.) / Y _' ~. /'./........r' .~.~-F......v {)
~ FOUNTAIN /Lt:~~~L~ REMAIN;. .. n~ I-<' y;
r::::::::::::::::::-::l COONTIE, 36" O.C. GRASS .. . .. Lt:L _ 43-SIMPSON . :/,: ..~:: - ".;xP 27-PLUMBAGO .
V ~ ~ ;;.0j FI REBUSH, 48" 0, C. 30- SI M PSON' S '. . ',~ '. '.' , -;" STOPPER Ltt:JL :
1= - = - = ~I PLUMBAGO, 48" O.C. STOPPER -;-FIREBUSH . "'~~;~..<, ~ / / .G~~E~ I ~~~~~GLES " \Jr.4:.t:t:L1
. '~ ~El:b" ~j~l#: i 87-SIMPSON
~ WAX MYRTLE, 48" O.C. "',. '.... '. ;.. j(:)~/~~Lt:El~b~TYP. r .... ..'@'2~E~~~~;.7'. <;f'. STOPPER
W J U~ :~::F S~:~~::;R~I:::N~'~: 36" O.C, .'. ~~,.~~. ut: , / \ ~;~~L:~L,./
~ WILD COFFEE, 48" O.C. /~....~~"" /L~~" - ERXEIMSAT,INNG (OTYApK )TO /
f' 'V 'V 'V 17 V 'V 'V v'l i . ~f}- ;; I' . /
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56-SIMPSON'S STOPPER
;
5-DAHOON HOLLY
55-SIMPSON'S STOPPER-
5-POND CYPRESS
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PROPOSED STORMWATER
TOB= 73.50
100YR DHWL= 73.35
25YR DHWL=73.0
DLW=71.56
NWL=67.90
BOnOM= 70.0:!:
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PARK~NG
DATA
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PARKING SPACES REQUIRED
= 111
ii
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TOTAL PARKING SPACES PROVIDED = 55 SPACES ONSITE
(163 WITHIN ADJACENT
PARKING GARAGE)
133-WAX MYRTLE
EXISTING PINE TO
REMAINI (TYP.)
/
30-FLORIDA GAMAGRASS
26-FIREBUSH
,
5-GREEN BUnONWOOD::!,o'"
@ 35' O.C. ~.
o
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DA ELM
POND
15-DUNE SUNFLOWER
55-PLUMBAGO
: .
18-YAUPON HOLLY
38-YAUPON HOLLY
24-BUnONBUSH
20-FLORIDA GAMAGRASS
22-FLORIDA GAMAGRASS
...
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j.
3-FLORIDA ELM
2-GREEN BUnONWOOD
@ 35' O.C.
LEGEND
SABAL PALM
POND CYPRESS
CRAPE MYRTLE
WEEPING YAUPON HOllY
DAHOON HOLLY
LIVE OAK
FLORIDA ELM
GREEN BUnONWOOD
EXISTING TREE TO REMAIN
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
PALM TREE
CYPRESS TREE
UNKNOWN TREE
OAK TREE
PINE TREE
ABAL PALM
DWARF WALTER'S VIBURNUM
CANOPY
COLUMNS
(TYP .)
{)
DWARF WALTER'S VIBURNUM
PLUMBAGO
FLO RrnA GAMAG RASS
FLORIDA GAMAGRASS
PON' HOLLY
3-FLORIDA ELM @ 35' O.C.
/h
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SilVER BunON WOOD, 48" O.C.
/
2-DAHOON HOLLY
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DESIGN
DEVELOPMENT
DOCUMENTS
SHEET NO.
L-01
PLANT L~ST
QTY. COMMON NAME
TREES/PALMS
GREEN BUTTONWOOD
DAHOON HOLLY
WEEPING YAUPON HOLLY
CRAPE MYRTLE
LIVE OAK
SABAL PALM
POND CYPRESS
FLORIDA ELM
BOT AN leAL NAM E
7
1 1
1
9
4
9
5
13
Conoearpus ereetus
Ilex eassine
Ilex vomitoria 'Pendulo'
Lagerstroemia indica 'Natchez'
Quercus virginiana JHigh Rise J
Sobol palmetto
Taxodium ascendens
Ulmus americana JF/oridana'
SHRUBS/GROUNDCOVERS/GRASSES
43 BUTTONBUSH
64 SILVER BUTTONWOOD
180 FIREBUSH
243 DUNE SUNFLOWER
255 YAUPON HOLLY
27 SIMPSON'S STOPPER
247 WAX MYRTLE
65 RED FOUNTAIN GRASS
100 PLUMBAGO
53 WILD COFFEE
48 ROSEMARY
350 TRICOLOR ,JASMINE
147 FLORIDA GAMAGRASS
142 DWARF WALTER'S VIBURNUM
1 51 COONTIE
Cephalanthus oeeidentalis
Conocarpus erectus senceus
Hamelia patens
Helianthus debilis
Ilex vomitoria 'Nana'
Myrcianthes fragrans
Myrica eerifera
Pennisetum setaceum 'Rubrum'
Plumbago auriculata 'Imperial Blue'
Psych 0 trio nervosa
Rosemarinus officinalis
Trachelospermum as/aticum 'Tricolor'
Tripsacum f10ridanum
Viburnum obovotum 'Compacta'
Zamia pumila
LAN DSCAPE
NOTES
TURF GRASS
ARGENTINE BAHIA
Paspalum notatum
1. THE WORK CONSISTS OF THE COMPLETE PLANT MATERIAL INSTALLATION AS SHOWN ON THE DRAWINGS AND AS HEREIN SPECIFIED.
THIS WORK SHALL INCLUDE BUT IS NOT LIMITED TO THE SUPPLYING OF ALL PLANT MATERIAL SPECIFIED, THE FURNISHING OF LABOR,
EQUIPMENT, AND MATERIALS CALLED FOR, AND PERFORMI;~G ALL OPERATIONS IN CONNECTIOf\J WITH THE LANDSCAPE INSTALLATION AS
SHOWN ON THESE PLANS. FURTHER, THE WORK SHALL INCLUDE THE MAINTENANCE OF ALL PLANTS AND PLANTING AREAS UNTIL
ACCEPTANCE BY THE OWNER AND THE FULFILLING OF GU,L\RANTEE PROVISIONS SPECIFIED HEREIN.
2. THE CONTRACTOR SHALL BE FULLY ACQUAINTED WI~H THE RELATED PAVING, SITE GRADING, WATER SUPPLY, ELECTRICAL SUPPLY,
AND OTHER UTILITIES TO PREVENT ANY MISUNDERSTANDING AND TO FACILITATE A TROUBLE FREE INSTALLATION. CALL THE SUNSHINE
STATE ONE CALL 1-800-432-4770 PRIOR TO A.NY CONSTRUCTION FOR UTILITY COORDINATION. IN ADDITIOI\j, NOTIFY THE OWNER A
MINIMUM OF 72 HOURS IN ADVANCE OF CONSTRUCTION TO IDENTIFY UTILITY LINE LOCATIONS.
3. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGES TO EXISTING FACILITIES THAT MAY RESULT FROM WORK
PERFORMED BY THE CONTRACTOR. THE WORK PERFORMED UNDER THIS CONTRACT WILL INTERFACE WITH OTHER WORK BEING PERFORMED
BY OTHER CONTRACTORS. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE ACTIVITIES WITH OTHER
CONTRACTORS AND THEIR SUBCONTRACTORS.
4. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION OF THE OWNER'S REPRESENTATIVE, PRIOR TO INSTALLATION OF
SUCH MATERIALS.
5. IN THE EVENT DISCREPANCIES ARE NOTED BETWEEN THE PLANT LIST AND THE ACTUAL NUMBER OF PLANTS SHOWN ON THE PLANS,
THE PLANS SHALL CONTROL.
6. PLANT MATERIALS WILL BE INSPECTED AT THE JOB SITE BY THE OWNER'S REPRESENTATIVE. WHEN INSPECTION WORK DOES NOT
COMPLY WITH PROJECT REQUIREMENTS, CONTRACTOR SHALL REPLACE REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL
WORK IS REINSPECTED AND FOUND TO BE ACCEPTABLE. REMOVE REJECTED PLANTS AND MATERIALS FROM THE SITE WITHIN 48 HOURS
AND REPLACE WITH ACCEPTABLE MATERIALS.
7. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. THE OWNER'S REPRESENTATIVE
RESERVES THE RIGHT TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY ITEMS WHICH DO NOT REPRESENT SUCH AN INSTALLATION.
8. ALL PLANT MATERIALS SHALL BE GRADE FLORIDA NO. 1 OR BETTER AS OUTLINED UNDER GRADES AND STANDARDS FOR NURSERY
PLANTS, LATEST EDITION, FLORIDA DIVISION OF PLANT INDUSTRY, AND SHALL CONFORM TO ANSI STANDARDS FOR NURSERY STOCK (ANSI
Z60.1-1990).
9. ALL PLANTING BEDS SHALL BE MULCHED WITH FLORIMULCH IN ACCORDANCE WITH THE PLANTING DETAILS.
10. APPLY "CHIPCO RONSTAR G" WITH A PROPERLY CALIBRATED GRANULAR APPLICATOR AFTER INITIAL PLANTINGS HAVE BEEN
COMPLETED. APPLY AT A RATE OF 4 LBS PER 1000 SQ. FT. OF PLANTED AREA SPECIFIED. DO NOT APPLY PRE-EMERGENT CHEMICAL
DIRECTLY ON PLANT MATERIAL.
11. PLANTING SOIL FOR ALL PLANT MATERIALS SHALL CONSIST OF TWO (2) PARTS TOPSOIL, ONE (1) PART CLEAN SAND AND ONE (1)
PART COMMERCIAL COMPOST (CONSOLIDATED RESOURCE RECOVERY SCREENED YARD MULCH FINES OR EQUAL). PLANTING SOIL MIXTURE
SAMPLE MUST BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR APPROVAL. NO PLANTING SHALL OCCUR UNTIL PLANTING SOIL IS
APPROVED.
MINIMUM SPECIFICATIONS
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FG, 4" CAL, 14'-16' HT X 6'-7' SPR, FL #1
45 GAL, 3" CAL, 10'-12' HT X 4'-5' SPR" FL #1
30 GAL, 2" CAL, 8' -10' HT X 3' -4' SPR, FL # 1
45 GAL, 10' -12' HT X 5' -6' SPR, MULTI-TRUNK, 5 STEM MIN., FL #1
65 GAL, 3-1/2" CAL, 14'-16' HT X 5'-6' SPR, FL #1
16', CT. BOOTED. CLEAR. STRAIGHT, AND HEAVY TRUNK. MATCHED, FL #1
30 GAL, 2-1/2"-3" CAL, 10'-12' HT X 4'-5' SPR, FL #1
30 GAL, 2"-2-1/2" CAL, 10'-12' HT X 5'-6' SPR, FL #1
3 GAL, 24" HT X 24" SPR, 48" O.C., FL #1
3 GAL, 30" HT X 24" SPR, 48" O.C., FL #1
7 GAL, 36" HT X 36" SPR, FL #1, 48" O.C.
1 GAL, 12" HT, FL #1, 36" O.C.
3 GAL, 18" HT X 18" SPR, FL # 1, 30" O.C.
7 GAL, 42" HT X 36" SPR, FL #1, 48" O.C.
7 GAL, 42" HT X 36" SPR. FL #1, 48" O.C.
3 GAL, 30" HT X 12" SPR, FL #1, 48" O.C.
3 GAL, 24" HT X 24" SPR, FL #1, 48" O.C.
3 GAL. 36" HT X 24" SPR, FL #1, 48" O.C.
1 GAL, 12" HT, FL #1,36" O.C.
1 GAL, 12" HT, FL #1, 24" O.C.
1 GAL, 12" HT. FL #1.42" O.C.
3 GAL, 24" HT X 18" SPR, FL #1, 36" O.C.
7 GAL, 24" HT X 24" SPR, FL #1, 36" O.C.
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12. ALL PLANT MATERIALS SHALL BE WATERED BY THE CONTRACTOR FROM PLANTING TIME TO FINAL ACCEPTANCE BY OWNER'S
REPRESENTATIVE. ALL LIVE OAKS SHALL BE HAND-WATERED BY THE CONTRACTOR FROM PLANTING TIME TO FINAL ACCEPTANCE BY
OWNER'S REPRESENTATIVE.
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13. ALL SOD (GRASS) DAMAGED BY THE CONTRACTOR THAT HAS BEEt\J DESIGNATED TO PEMAIN SHALL BE REPLACED WITH LIKE TYPE
BY CONTRACTOR AT THE CONTRACTORS EXPENSE.
14. SOD TYPE SHALL BE ARGENTINE BAHIA AND SHALL BE WELL MATTED WITH ROOTS. THE SOD SHALL BE TAKEN UP IN RECTANGLES
PREFERABLY 12" X 24" AND SHALL BE LIVE, FRESH AND UNINJURED AT THE TIME OF PLA[\jTING. SOD SHALL BE REASONABLY FREE OF
WEEDS AND OTHER GRASS AND SHALL HAVE A SOIL MAT OF SUFFICIENT THICKNESS ADHERING FIRMLY TO THE ROOTS TO WITHSTAND
ALL NECESSARY HANDLING. THE SOD SHALL BE SHADED AND KEPT MOIST UNTIL IT IS PLANTED. DUMPING FROM VEHICLES WILL NOT BE
PERMITTED. DAMAGED SOD WILL BE REJECTED. REPLANTING SHALL BE DONE WITHIN 48 HOURS AFTER TIME OF HARVESTING OR SOD
SHALL BE KEPT DAMP UNTIL PLANTED.
m
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15. SODDING SCHEDULE:
A. SOFT SPOTS AND INEQUITIES IN GRADE SHALL BE CORRECTED BEFORE BEGINNING SOD WORK.
B. GROUND SHJl,LL BE SUFFICIENTLY MOIST PRIOR TO LAYING OF SOD. CONTRACTOR SHALL WATER AS NEEDED PRIOR TO LAYING SOD.
C. LAY SOD WITHOUT VOIDS, TAMP OR ROLL. SOD SHALL BE THOROUGHLY WATERED. THE SURFACE SHALL BE TRUE TO FINISHED
GRADE LINES; EVEN AND FIRM AT ALL POINTS.
D. PLACE SOD WITH STAGGERED JOINTS CLOSELY BUTTED, TAMPED OR ROLLED TO AN EVEN SURFACE TO THE REQUIRED FINISHED
GRADE. AVOID CONTINUOUS SEAM ALONG LINES OF WATER FLOW IN SWALES. PLACE SOD IN ROWS AT RIGHT ANGLES TO SLOPE.
E. FERTILIZE.
16. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY CONF-LlCT OR DISCREPANCY IN PLANS PRIOR TO
PERFORMING ANY WORK IN THE AFFECTED AREA.
17. CONTRACTOR SHALL CLEAN UP AND REMOVE ALL SURPLUS AND DISCARDED MATERIALS AND RUBBISH FROM HIS CONSTRUCTION.
ON A DAILY BASIS.
18. ALL GROWN PLANT MATERIAL SHALL BE GUARANTEED FOR ONE (1) YEAR AND ALL SOD SHALL BE GUARANTEED FOR 90 DAYS
AFTER FINAL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE.
~19$f
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19. FINAL INSPECTION WILL NOT TAKE PLACE UNTIL ALL MATERIALS ARE PLANTED/INSTALLED CORRECTLY. CONTRACTOR SHALL
REQUEST A FINAL INSPECTION BY OWNER'S REPRESENTATIVE IN WRITING.
20. CONTRACTOR WILL BE NOTIFIED BY LETTER OF FINAL ACCEPTANCE WITHIN TEN DAYS AFTER FINAL INSPECTION OR TEN DAYS
AFTER REINSPECTION.
21. UPON NOTICE OF FINAL ACCEPTANCE, THE OWNER WILL ASSUME MAINTENANCE AND THE WARRANTY PERIOD BEGINS.
22. ALL LANDSCAPE AREAS SHALL BE WATERED WITH AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM WITH A RAIN SENSOR DEVICE
CONNECTED TO THE CONTROLLER, AS PER STATE OF FLORIDA REGULATIONS. AFTER PLANT ESTABLISHMENT, THE CONTROLLER SHALL BE
SET TO OPERATE IN COMPLIANCE WITH LOCAL WATERING RESTRICTIONS. ALL PLANT BEDS SHALL UTILIZE DRIP IRRIGATION. IRRIGATION
SHALL PROVIDE 100% COVERAGE TO PLANTING AREAS ONLY. SOD AREAS WILL BE NON-IRRIGATED.
DESIGN
DEVELOPMENT
DOCUMENTS
SHEET NO.
L-02
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SECTION 30, TOWNSHIP 28 SOUTH, RANGE 16 EAST
CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA
ASP HAL T
D R I V E
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RETENTION POND
ASPHALT PARKING
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/ 3986, PG. 85 _
FENCE IS 0.5'
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FENCE IS 0.5'
OUTSIDE PROPERTY
FENCE IS 0.7'
OUTSIDE PROPERTY
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RECIPROCAL EASEMENT FOR DRIVING ~ ,'"
VEHICLES & FOR PEDESTRIAN TRAVEL, ETC.
PER O. R. 4282, PG. 1150
20.3'
20.5'
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EDGE OF HEAVY WOODED AREA .
(BRAZILIAN PEPPERS, CYPRESS TREES) ~S
NOT PLA TIED
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j TEMPORARY INGRESS &
} EGRESS EASEMENT PER O.R.
.) 9788, P'G. 949
SIDEWALK IS 1.2' ..y
OUTSIDE PROPERTY )
FCM 4"X4" , ' rY
"GF YOUNG INC J
PRM 3000"y
//
NCRETE SIDEWALK
PARKING EASEMENT & INGRESS/EGRESS
EASEMENT BETWEEN SUBJECT PROPERTY
AND PROPERTY TO THE EAST PER O.R.
12271, PG. 1480
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\
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R=270.00'
L=213.62'
~=45'19'50"
C=208.09'
CB=N32D39'10"W
"
1 0' BLANKET CITY OF
CLEARWATER WATER EASEMENT
& INGRESS/EGRESS EASEMENT
PER O.R. 9524, PG. 266
GRA TE INLET
U N P L A T TED
TASK ORIGINAL AUGUST 2003 4 EMBOSSED SEAL JOB NO, 100130,02
REVISIONS: DRAWN DJA
BOUNDARY SURVEY 1 10-31-03 REVISED 5 CHECKED OCS
TREES
-- QC
2__ 6 FIELD BOOK 1045
3 7 SHE ET 1 OF 2
C2
R=835.00'
L=5.99'
~=0'24'40"
C=5.99'
CB=N09D46'55"W
UNPLOTTABLE 10' WIDE
FLORIDA POWER
EASEMENT PER O.R.
6090, PG. 835
ASPHALT
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CROSS-EASEMENT FOR DRIVEWAYS BETWEEN
SUBJECT PROPERTY AND PROPERTY TO THE
EAST PER O.R. 12271, PG. 1500
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LINE
L1
LINE TABLE
BEARING
S89D55'13"E
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LENGTH
6,87'
GENERAL SIGNAGE EASEMENT AT
INTERSECTION BETWEEN SUBJECT PROPERTY
AND PROPERTY TO THE EAST PER O.R.
12271, PG, 1510
POINT OF BEGINNING
SIRC 5/8" "PBS&J LB 24"
LEGAL DESCRIPTION
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(PROVIDED BY OTHERS)
A TRACT OF LAND LYING IN SECTION 3D, TOWNSHIP 28 SOUTH, RANGE 16 EAST, CLEARWATER, PINELLAS COUNTY, FLORIDA,
AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE CENTER OF SAID SECTION 30: THENCE S.00'12'15"E, FOR 50.00 FEET, ALONG THE CENTERLINE OF U.S.
HIGHWAY 19; THENCE N.89'55'13"W, FOR 100.00 FEET, TO THE INTERSECTION OF THE SOUTH RIGHT-OF-WAY LINE OF S.R.
580, AND THE WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19 (A 200 FOOT RIGHT-OF-WAY), THENCE ALONG SAID
RIGHT-OF-WAY THE FOLLOWING THREE (3) COURSES: 1) S.00'12'15"E, FOR 150.49 FEET, TO A POINT OF CURVATURE OF A
CURVE CONCAVE TO THE NORTHEAST; 2) THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE HAVING A R/!,DIUS OF
2964,93 FEET. CENTRAL ANGLE OF 21'50'27, AND ARC LENGTH OF 1130.21 FEET, AND A CHORD BEARING S.11'07'28"E,
FOR 1123.38 FEET; 3) THENCE CONTINUE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 2964.93
FEET, CENTRAL ANGLE OF 04'59'40", AN ARC LENGTH OF 258.46 FEET, AND A CHORD BEARING S.24'32'32",E, Fi)R
258.37 FEET; THENCE LEAVING SAID RIGHT-OF-WAY LINE S.53"51'47.W, FOR 93.06 FEET; THENCE N.36'OS'28".W, mR
111.50 FEET; THENCE S,53'51'32"W, FOR 229,00 FEET; THENCE N,36'08'28"W, FOR 18.50 FEET; THENCE S.53'51'32"W, FOR
201.65 FEET; THENCE N,36'08'28"W, FOR 160.00 FEET; THENCE S.53'51'32"W, FOR 53.62 FEET TO THE POINT OF
BEGINNING; THENCE CONTINUE S.53'51'32"W, A DISTANCE OF 157.20 FEET, TO A POINT ON THE EASTERLY RIGHT-Of-WAY
LINE OF ENTERPRISE ROAD; THENCE ALONG SAID RIGHT-OF-WAY LINE N.55'19'05"W, FOR 307.28 FEET TO THE PC'INT Of
CURVATURE Of A CURVE CONCAVE TO THE NORTHEAST; 2) THENCE NORTHEASTERLY ALONG THE ARC Of SAID CURVE
HAVING A RADIUS OF 270.00 FEET, CENTRAL ANGLE OF 45'19'50", AN ARC LENGTH OF 213.62 FEET, AND A CHorw
BEARING N.32'39'10"W" FOR 208.09 FEET TO THE POINT OF COMPOUND CURVATURE Of A CURVE CONCAVE TO THE
NORTHEAST; 3) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 835.00 FEET, A CENTRAL
ANGLE OF 00'24'40", AN ARC LENGTH OF 5.99 FEET AND A CHORD BEARING N.09'46'55"W, FOR 5.99 FEET TO A POINT ON
THE SOUTH LINE OF THE PLAT OF DUNEDIN INDUSTRIAL PARK, AS RECORDED IN PLAT BOOK 64, PAGE 76, OF THE PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE SOUTHERLY AND EASTERLY LINES Of SAID PLAT THE
FOLLOWING TWO (2) COURSES: 1) S.89'55'13"E, FOR 6.87 FEET; 2) THENCE N.00'04'47"E, FOR 167,02 FEET; THENCE,
LEAVING SAID PLAT, S.89'55'13"E, FOR 220.00 FEET; THENCE S.00'04'47"W., 135.00 FEET; THENCE S.89'55'13"E., 266.00
FEET; THENCE SOUTH, FOR 294.56 FEET TO THE POINT OF BEGINNING; HAVING AN AREA OF 165663.3 SQUARE FEET, 3.80
ACRES MORE OR LESS
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'lOJ = SIGN
0= OAK TREE
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.:J1.. = CYPRESS TREE
~ = WATER VALVE COVER
[J = WIRE PULL BOX
6'WF = 6' WOOD FENCE
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NOTE: SEE SHEET 2 OF 2 FOR TOPOGRAPHY AND TREE SURVEY
CLIENT
PROJECT
5300 West Cypress Street, Suite 300
Tampa, Florida 33607
Ph. (813) 282-7275
Fax (813) 286-1207
TAMPA BAY WATER
CLEARWATER OFFICE SITE
SURVEY NOTES:
1. THIS SURVEY MUST BEAR THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE OF IT'S PREPARATION, OTHERWISE THE SURVEY
IS NOT VALID AND IS FOR INFORMATION PURPOSES ONLY.
2. BEARINGS SHOWN HEREON ARE ASSUMED, BASED ON THE EASTERLY RIGHT -OF - WAY LINE
OF ENTERPRISE ROAD, HAVING A BEARING OF N 00'04'47" E AS CONTAINED IN THAT CERTAIN
INSTRUMENT RECORDED IN OFFICIAL RECORD BOOK 12271, PAGE 1480.
3. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE POLICY NUMBER 40164895LA,
DATED APRIL 4, 2003 PREPARED BY LAWYERS TITLE INSURANCE CORPORATION. EXCEPTIONS
SHOWN HEREON REFERS TO SCHEDULE B, SECTION 2 OF SAID TITLE POLICY.
ITEM 1 & 2; NOT A MATTER OF SURVEY.
ITEM 3; REFER TO THIS SURVEY.
ITEM 4 & 5; NOT A MATTER OF SURVEY.
ITEM 6; EASEMENT IN FAVOR OF DEVELOPERS DIVERSIFIED LT. RECORDED IN O.R. 3986, PG. 85
(SHOWN HEREON).
ITEM 7; EASEMENT IN FAVOR OF CITY OF CLEARWATER, RECORDED IN O.R. 4223, PG. 1502
(SHOWN HEREON).
ITEM 8; RECIPROCAL EASEMENT AGREEMENT, RECORDED IN O.R. 4245, PG. 1654 AND AMENDED IN
O,R. 4282, PG. 1150 IS A BLANKET EASEMENT (CANNOT BE PLOTTED).
ITEM 9; RECIPROCAL EASEMENT AND PARKING AGREEMENT, RECORDED IN O.R. 4416, PG. 98 IS A
BLANKET EASEMENT (DOES NOT EFFECT SUBJECT PROPERTY).
ITEM 10; RESTRICTIVE COVENANT, RECORDED IN O.R. 4415, PG. 1151 AND O.R. 4434, PG. 842 IS
A BLANKET EASEMENT (DOES NOT EFFECT SUBJECT PROPERTY).
ITEM 11; EASEMENT IN FAVOR OF CITY OF CLEARWATER, RECORDED IN O.R. 4442, PG. 1147 IS A
BLANKET EASEMENT (SHOWN HEREON).
ITEM 12; EASEMENT IN FAVOR OF CITY OF CLEARWATER, RECORDED IN O.R. 4595, PAGE 56 IS A
BLANKET EASEMENT (SHOWN HEREON).
ITEM 13; EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION, RECORDED IN O,R. 6090, PG.
835 IS A BLANKET EASEMENT (CANNOT BE PLOTTED).
ITEM 14; EASEMENT IN FAVOR OF CITY OF CLEARWATER, RECORDED IN O.R. 9524, PG. 266 IS A
BLANKET EASEMENT (CANNOT BE PLOTTED).
ITEM 15; TEMPORARY INGRESS AND EGRESS EASEMENT, RECORDED IN O.R. 9788, PG. 949 IS A
BLANKET EASEMENT (CANNOT BE PLOTTED).
ITEM 16 THROUGH 18; NOT A MATTER OF SURVEY.
ITEM 19; PARKING EASEMENT AGREEMENT, RECORDED IN O.R, 12271, PG. 1480 IS A BLANKET
EASEMENT (CANNOT BE PLOTTED).
ITEM 20; CROSS-EASEMENT AGREEMENT, RECORDED IN O.R. 12271, PG. 1500 IS A BLANKET
EASEMENT (CANNOT BE PLOTTED).
ITEM 21; SIGNAGE EASEMENT AGREEMENT, RECORDED IN O.R. 12271, PG. 1510 IS A BLANKET
EASEMENT (CANNOT BE PLOTTED).
4. UNDERGROUND ENCROACHMENTS (IF ANY), SUCH AS FOUNDATIONS AND UTILITIES, HAVE NOT
BEEN SHOWN.
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15'
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30'
I
60'
I
GRAPHIC SCALE
SCALE: 1" = 30'
5. THIS SURVEY WAS PERFORMED IN THE FIELD ON AUGUST 11, 2003 UNDER THE SUPERVISION OF
A PROFESSIONAL LAND SURVEYOR.
m
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6. TREES SHOWN HEREON WERE LOCATED AT 4" DIAMETER AND ABOVE AT BREAST HEIGHT.
7. THIS SURVEY OR ANY PART THEREOF SHALL NOT BE REPRODUCED WITHOUT THE WRITTEN
CONSENT OF PBS&J.
8. JURISDICTIONAL WETLANDS THAT MAY OR MAY NOT EXIST WERE NOT DELINEATED BY A
QUALIFIED ENVIRONMENTAL SCIENTIST OR BIOLOGIST, THEREFORE NO LOCATION ATTEMPT WAS
MADE.
9. ALL REFERENCED O.R. AND PLATS ARE RECORDED IN THE COUNTY OF PINELLAS, FLORIDA.
1 O. ELEVATIONS SHOWN HEREON ARE IN FEET, BASED ON NATIONAL GEODETIC VERTICAL DATUM
OF 1929, BEING DERIVED FROM A CITY OF CLEARWATER BENCH MARK DESIGNATION "M-13"
HAVING AN ELEVATION OF 76.066'. "
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POINT OF COMMENCEMENT
CENTER OF SECTION 30,
TOWNSHIP 28 SOUTH,
RANGE 16 EAST
INTERSECTION OF SOUTH RIGHT -- )F -WAY LINE OF SR 580
AND WEST RIGHT-OF-WAY LINE OF US HIGHWAY 19
(200' WIDE R/W)
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L = ARC LE\JGTH
/:::,. = DELTA ANGLE
C = CHORD
CB = CHORi) BEARING
SURVEYOR'S CERTIFICATION:
TO: AMERICAN ACQUISITION TITLE INC. AND TAMPA BAY WATER
CONC = CONCRETE
EL = ELEVATION
FCM = FOUND CONCRETE MONUMENT
FIRC = FOUND IRON ROD CAPPED
FPK&D = FOUND PARKER KALON NAIL & DISC
N. T.S. = NOT TO SCALE
O.R. = OFFICIAL RECORDS BOOK
(P) = PLAT
PG. = PAGE
PC = POINT OF CURVE
PCC = POINT OF COMPOUND CURVE
R/W = RIGHT OF WAY
SPK&D = SET PARKER KALON NAIL W!.DISK "PBS&J LB24"
SIRC = 5/8" SET IRON ROD CAPPED 'PBS&J LB24"
S.R, = STATE ROAD
TOB = TOP OF BANK
TOS = TOE OF SLOPE
WI = WITH
I HEREBY CERTIFY THAT THIS BOUNDARY AND TOPOGRAPHIC SURVEY WAS ~PERFORMED UNDER MY
DIRECT SUPERVISION AND CONTROL, AND THAT SAID SURVEY IS TRUE .AND CORRECT TO THE BEST
OF MY KNOWLEDGE AND BELIEF, AND COMPLIES WITH THE MINIMUM TECHNICAL. STANDARDS FOR
SURVEYING PURSUANT TO SECTION 472.027, FLORIDA STATUTES AND CHAPTE~~"61G17-6 FLORIDA
ADMINISTRA TIVE CODE. lJ :i ~ <", '
PBS&J LB 24 (; "', ~ ~Y't /', .
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POST, BUCKLEY, SCHUH & JERNIGAN, INC. ,.'~~{,;
5300 WEST CYPRESS STREET, SUITE 300 I>'
TAMPA, FLORIDA 33607 () ^ '': .'
!Y~~~ 16/:3{/O~ :-
Orris Clark Sartor')
Professional Land Surveyor Registration No. 2685
State of Florida
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BACK OF CURB, EDGE
OF PAVEMENT OR
PLANTING BED/SOD
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SHRUBS & GROUNDCOVERS ADJACENT TO STR.A,IGHT
EDGES SHALL BE TRIANGULAR SPACED IN ROWS
PARALLEL TO THE STRAIGHT EDGE.
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SHRUBS & GROUNDCOVERS ADJACENT TO CURVED
EDGES SHALL BE PLANTED IN ROWS PARALLEL TO
THE CURVED EDGE.
SHRUB LAYOUT DETAIL
NTS
3" MULCH LAYER
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COI\JTAINER GROWN SHRUB
APPROVED PLANTING
SOIL MIXTURE
SHRUB PIT TO BE 2X
WIDTH OF ROOT BALL
SHRUB PLANTING DETAIL
NTS
4" EARTHEN SAUCER
FINISH GRADE
PRESSURE TREATED PINE
TREE SUPPORT STAKES-2
PER TREE (2) 2" x 4" x 8'
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ROOTBALL TO BE 1 "-2"
ABOVE FINISH GRADE
3/ 4" WIDE WHITE "ARBOR TIE" BY
DEEP ROOT, OR APPROVED EQUAL
CONTAINER GROWN TREE
EXISTING SOIL
FINISH GRADE
6" DEEP WATER SAUCER WITH
3" MULCH LAYER
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NOTE:
ALL PROPOSED TREES 3" CALIPER AND
GREATER SHALL HAVE THREE (3) TREE
SUPPORT STAKES PER TREE, (3)
2"X4"X8' P.T. PINE, AND SHALL BE
EQUALLY SPACED AROUND THE TRUNK,
120. APART.
APPROVED PLANTING
SOIL MIXTURE
TREE PLANTING DETAIL
NTS
FINISH GRADE
2" x 4" x 30"
WOOD STAKES (3)
CIGAR CUT ALL PALM HEADS
REMOVE ALL EXISTING FRONDS
AND CUT BACK THE NEW BUD
TO A MINIMUM OF 12 INCHES.
5 LAYERS OF BURLAP
(WRAPPED AT POINT OF
SUPPORT)
2" x 4" WOOD CLEATS (5)
METAL BAND STRAPPING
2" x 4" WOOD BRACES
120. APART LENGTH
AS REQUIRED
6" DEEP WATER SAUCER
WITH 3" MULCH LAYER
(KEEP 6" FROM TRUNK)
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SABAL PALM NOTES:
1. ALL SABAL PALM ROOT BALLS SHALL MEASURE A
MINIMUM OF 3' -0" x 3' -0".
APPROVED PLANTING
SOIL MIXTURE
EXISTING SOIL
5' (MIN.) EARTHEN
SAUCER DIAMETER
6' (MIN.)
TREE PIT DIAMETER
2. SABAL PALMS SHALL BE STAKED AS SHOWN.
SABAL PALM PLANTING DETAIL
NTS
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DESIGN
DEVELOPMENT
DOCUMENTS
SHEET NO.
L-03
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-.:~ ". -v -v .: \)/ .'Y'. ';w..r:.,M!'.lJ"'; -v -\. ,.WAL ..,.. .' , II
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; 2 SLEEVE \ .)!~f w w ,~":\v w ;; ~::~~'\'>-~ . )./~/ \\ .'.x..... V -"~;:,; "'l ..' {:.;; : MI.:;.//' } '." .
, . .. ,;, 'c,; ~"'~ -v ,*,. "".{N<:,:i"/ -v \)/ , . ~~'J7'> ,'"". '-" . :'" \. .... .... ..... ~,;: >~..' '. .' ...."" '" '~"';:"";'''';;;;;;:=",;..,...~.::--- 1-4" SLEEVE
.' ..J" ;;.; dft"~/'t"t;(.':'ii',~...' ........ -I'" -v. ~_/'" '~:-:~. " 'TnTi1L~ /~'~."w_",> " . uU[:~~]/:''>'?!f!M<::'" .' . ....,. 1,524"LF DRIPLlNE ,L,:,';:.::: '
: . :-"':-'~ ." '~-~ " 914 LF DRIPLINE \ /.,/.' .....>'.....@12SPACING.,1,::'</:.,> "'. ~.".'
',c i .\)/ "j;." 1ll( i" 'U; . '4,"';,v .t{;"w .. r '/< .... ....~t
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. ' . :-!" 'W';, -v \V~/ '!:. . ....~, . 1 ,433 LF DR I P LI N E '\/ 1 6" 1/;;'::" /,lii;:j i
-, - ,w'v', W ./ -#t 0 ' @ 12" SPACING ~ ~ SLEEVE Z .~ \ ~I J "
.' 11/4"
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VE ...~ ' \ ". v' @ 12" SPACING ,u x!Q:;~~ :'1/ ....L.... [..;<11 \! :: ,II .,.....,... ..,,-""'. u..... ....
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. .....,:,;,P. ~.;;i;.ff'!f'/~;:;.</"..'<;""" \>,cx's'..\....) / 2 6" ...,..,.,){,._v 3/4" I<.>~ /"
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@ 24" SPACING,' 1" " " ... , 0'- rISOlATION?~: -:'n~~ I ~ p/~
S\~~~ES PROPOS~~ \/.. /./~~)/ ./'1 /3/4". VALVE .,I ~t\g~:vt',... ~ ... ~\~ ~ 1/4"
. q". ; ;;A'1 .... ',\ )' 0
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. LOCAT.JON ' . ..'~"""". lr:o::. \ '< {) . ~O 2 27. 372C v- JI / SLEEVE;:" rrryyy-~
fl. i':. .X.I"''' . ~ // 3/4"i/; /... J-!....~.A..A...<J
459 LF DRIPLlNE .......> )/,~... 2" MAINLINE \?j?5J .. V~~'~.i~$:' P~r:,.:/.'V 0
............ QUICK .......~.:~:~~ 'Q7 EXISTING - ~. .-r' 0
@ 24" SPACING COUP~~ .' ..~ ~.-;;~ PVC SCH 40 (TYP.) GRASS TO !~/fl
VALVE . .~::,,:>~'\..;/..>....,'~,. .... ..... RE4AIN.<). ~ ><r'" .,'
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... RAINBIRD 1404 BUBBLER, 1.00 GPM (2 PER TREE)
. RAINBIRD 1401 BUBBLER, 0.25 GPM (2 PER TREE)
@ RAINBIRD 33DNP QUICK COUPLER VALVE IN 10"
ROUND PLASTIC VALVE BOX WITH PURPLE LID
~ 2" ISOLATION VALVE IN 10" ROUND PLASTIC VALVE
BOX WITH PURPLE LID
~
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IRRITROL 200B SERIES CONTROL VALVE
HUNTER MINI-CLlK II AUTOMATIC RAIN SHUT OFF DEVICE
RAINBIRD ESP-LX PLUS AUTOMATIC CONTROLLER
PROPOSED 4" WELL WITH HOOVER 3.0 HP CENTRIFUGAL
PUMP, PRESSURIZED TANK AND PUMP START
SCH. 40 PVC SLEEVE (SIZE AS SHOWN ON PLANS)
SCH. 40 PVC MAINLINE PIPE
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(SIZE AS SHOWN ON PLANS)
LATERIAL PIPE PVC CLASS 200 SDR 21
VALVE #
VALVE SIZE (IN INCHES)
GALLONS PER MINUTE
~RR~GAT~ON
SYSTEM
DEMAND
45 PSI AND 40 GALLONS PER MINUTE
~RR~GAT~ON
PLAN
NOTES
1. ALL DRIPLlNE AT 24" SPACING SHALL BE RAINBIRD LANDSCAPE
DRIPLlNE MODEL NO. LD09-24-500, 0.9 GPH.
2. ALL DRIPLlNE AT 12" SPACING SHALL BE RAINBIRD LANDSCAPE
DRIPLlNE MODEL NO. LD09-12-5001 0.9 GPH.
3. MINIMUM PIPE SIZE TO BUBBLERS SHALL BE 3/4" PVC CLASS 200
SDR 21.
.
SEE SHEET IR-02 FOR IRRIGATION IN THIS AREA
VALVE
ZONE
1
2
3
4
5
6
7
8
9
10
SCHEDULE
SIZE
1 .5"
1.5"
1 "
1 .5"
1 "
1 .5"
2"
1 .5"
2"
1 .5"
GPM
35
18
8
20
17
25
40
27
37
27
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DEVELOPMENT
DOCUMENTS
SHEET NO.
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ZONE #lB - 38 GPM
A 4.6F..... TORO EZ 5P ..... #4.5
A 2.10 ..... TORO EZ 5P ..... #2.0
o 4F ..... IRRITROL SL417.....T
o 2H ...., iRRITROL SL417.....H
o 1 Q - iRRITROL SL417-0
GENERAL NOTES:
(1) PLANTER BEDS TO BE SLIGHTLY RAISED.
(2) ACTUAL FIELD SPACING OF HEADS SHOULD MATCH DESIGN.
(3) CONTROL TIMER TO BE MOUNTED ADJACENT TO PUMP.
(4) EACH ELECTRIC VALVE TO BE OUTFITTED WITH PRESSURE GAUGE.
(5) AIR RELEASE VALVE TO BE (1") BERMAD AR SERIES.
(6) ALL WIRE TO BE #14-1.
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g 8.30 HUNTER 125 ADV #8 0
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lid 4.80 HUNTER 125 ADV #5 0
!Q 4.30 HUNTER 125 ADV#4 0
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APPROX. (200') IN-LINE TUBING WITH .9 GPI---1 EMITTER
SPACED (12") ,L\ND ROW SPACING (12"). INSTALL FLUS 1---1
VALVES AND AIR RELEASE VALVES PER MANUFACTURER'S
SPECIFICATIONS.
SEE SHEET IR-01 FOR
IRRIGATION OF PROJECT,....~,!,~~....'..mj
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INSTALL (6) XERiBIRD 8-MULTI OUTLET EMISSIOr\] DEVICES,
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Ii'-JSTALL FLUSH VALVES PER MANUFACTURER'S SPECS.
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SHEET NO.
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GENERAL IRRIGATION PERFORMANCE NOTES
Q) PVC SCH 80 NIPPLE
(CLOSE)
0VALVE BOX WITH COVER:
24-INCH SIZE
01D TAG: RAIN BIRD SERIES
ID TAG
r4\ WATER PROOF CONNECTION
'2) RAIN BIRD SPLlCE-1
(1 OF 2)
@)30-INCH LINEAR LENGTH
OF WIRE, COILED
@FINISH GRADE
0TOP OF MULCH
@ PVC SCH 40 COUPLING
@PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED)
@PVC SCH 40 ELL
CD) PVC SCH 80 NIPPLE (2-INCH
LENGTH, HIDDEN) AND
PVC SCH 40 ELL
@ PVC SCH 40 TEE OR ELL
@ BRICK (1 OF 4)
G] 3.0-I~JCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL
@PVC MAINLINE
@CONTROL ZONE KIT: RAIN BIRD
MODEL XCZ-100COM
@ PVC SCH 80 UNION FOR
SERVICING ASSEMBLY
@ PVC SCH 40 MALE ADAPTER
@ PVC LATERAL PIPE
CD FINISH GRADE/TOP OF MULCH
CD QUICK-COUPLING VALVE:
RAIN BIRD MODEL 5NP
o VALVE BOX WITH PURPLE COVER:
6-INCH SIZE
8) PVC SCH 40 SOC X SOC X
3/4-INCH FIPT ON PVC
DISTRIBUTION MANIFOLD
o 1/2-INCH COMP X 3/4-INCH
MPT ADAPTER: RAIN BIRD
MODEL 700-CF - 75MPT
CD RAIN BIRD LANDSCAPE DRIPLlNE
(j) 3-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL
CD PVC SCH 80 NIPPLE (1 OF 3,
LENGTH AS REQUIRED)
o BRICK (1 OF 2)
@ PVC SCH 40 ELL (1 OF 2)
@ #4 REBAR STAKE WITH
STAINLESS STEEL GEAR
CLAMPS OR EQUIVALENT
SUPPORT SYSTEM
(30-INCH MIN. LENGTH)
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE AND PROPER INSTALLATION OF A NEW, FULLY
FUNCTIONAL AUTOMATIC UNDERGROUND IRRIGATION SYSTEM, WHICH PROVIDES 100 PERCENT COVERAGE TO ALL
NEW PLANTING AREAS. NO IRRIGATION IS PROPOSED FOR EXISTING AND PROPOSED TURF AREAS.
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2. THE CONTRACTOR SHALL PROVIDE 12 MO~HHS FULL WARRANTY FOR ALL WORK DESCRIBED HEREIN AFTER
COMPLETION OF IRRIGATION WORK INCLUDED IN THIS CONTRACT, OR UNTIL THE FINAL ACCEPTANCE BY OWNER
OF ENTIRE WORK UNDER CONTRACT, WHICHEVER OF SUCH IS THE LATER DATE, AGAINST ALL DEFECTS AND
MALFUNCTIONS IN MATERIAL, EQUIPMENT, WORKMANSHIP AND INSTALLATION. THE WARRANTY SHALL ALSO COVER
REPAIR OF DAMAGE TO ALL PARTS OF THE PREMISES RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIAL,
EQUIPMENT, WORKMANSHIP AND INSTALLATION TO THE SATISFACTION OF THE OWNER.
3. PRODUCT TYPES FOR IRRIGATION ARE LISTED AS A QUALITY STANDARD ONLY. EQUIVALENT PRODUCTS ARE
ACCEPTABLE ON AN "AS EQUAL" BASIS SUBJECT TO APPROVAL BY THE OWNER'S REPRESENTATIVE AND PROVIDED
THAT SUBSTITUTIONS MEET ALL APPLICABLE LOCAL CODES.
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4. THE CONTRACTOR SHALL REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO LAY PIPE TO AVOID ALL NEW
AND EXISTING TREES, PALMS AND SHRUBS.
5. THE MAIN LINE PIPING SHALL BE BURIED TO HAVE A MINIMUM COVER OF 18 INCHES. ALL LATERAL LINES
SHALL BE BURIED TO A MINIMUM DEPTH OF 12 INCHES. SLEEVING SHALL BE TYPE 1, SDR 26, SCHEDULE 40
PVC PIPE.
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6. ALL SLEEVES SHALL EXTEND A MINIMUM OF 3 FEET BEYOND EDGE OF PAVING OR STRUCTURE. SLEEVING SHALL
BE BURIED A MINIMUM OF 24" UNDER SIDEWALKS AND A MINIMUM OF 48" BELOW FINISHED GRADE OF
ROADWAYS AND PARKING AREAS.
NOTE:
1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED
IDENTICAL TO NOMINAL QUICK COUPLING VALVE
INLET SIZE.
2. IF POLYETHELYNE IS USED FOR DISTRIBUTION
MANIFOLD, SUBSTITUTE INSERT X INSERT X
3/4-INCH FIPT INSERT TEE FOR SCH 40 TEE.
7. MAINTAIN MINIMUM 12" OFFSET FROM BACK OF CURB FOR IRRIGATION LINES AND LOW VOLUME DRIP TUBING.
8. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND EXISTING AND PROPOSED UTILITIES AT THE SITE PRIOR TO
COMMENCEMENT OF WORK UNDER THIS CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO
ANY UTILITIES SYSTEM AND FOR ITS 1M MEDIATE REPAIR, AT THE CONTRACTORS EXPENSE.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL APPLICABLE REGULATIONS, CODES, AND
ORDINANCES FOR IRRIGATION INSTALLATION.
XER!GATION CONTROL ZONE K~T
LAN DSCAPE DRI PLI N E FLUSH PO~ NT
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10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL ADJUSTMENT OF ALL SPRINKLER ARCS AND RADII TO
ASSURE COMPLETE COVERAGE WITH MINIMAL OVERSPRAY ONTO ROADWAY, SIDEWALKS AND STRUCTURES.
11. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ELECTRICAL CONNECTIONS ASSOCIATED WITH THE
IRRIGATION CONTROLLER, INCLUDING ALL NECESSARY MATERIALS.
NOT TO SCALE
NOT TO SCALE
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12. ALL WIRING FROM THE IRRIGATION CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE UF -14/1 DIRECT
BURIAL CABLE. ALL WIRE SPLICES SHALL BE MADE IN VALVE BOXES ONLY USING EPOXY SPLICE KITS.
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13. HUNTER MINI-CLICK OR AN APPROVED EQUAL RAIN SENSOR SHALL BE UTILIZED FOR THE IRRIGATION SYSTEM,
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RAIN BIRD ESP-LX SERIES
OUTDOOR WALL MOUNT
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AND FITTINGS
(]) WIRES TO REMOTE CONTROL
VALVES
8) JUNCTION BOX
@ 1-INCH PVC SCH 40 CONDUIT
TO POWER SUPPLY
14. ALL PROPOSED AND EXISTING TURF TO BE NON-IRRIGATED. PROPOSED TURF TO BE ARGENTINE BAHIA SOD.
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15. ALL PROPOSED PLANTING AREAS TO BE IRRIGATED WITH LOW-VOLUME DRIP IRRIGATION TO PROVIDE 100%
COVERAGE.
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16. ALL PROPOSED IRRIGATION PIPE LOCATED WITHIN DRIPLlNE OF EXISTING TREES SHALL BE INSTALLED BY
NON-MECHANICAL METHODS TO AVOID IROOT DAMAGE. ROOTS OVER 1" IN DIAMETER SHALL BE MAINTAINED AND
PROPOSED PIPE SHALL BE INSTALLED TO AVOID ROOT DAMAGE.
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17. ALL PROPOSED TREES/PALMS TO HAVE TWO (2) RAINBIRD 1400 SERIES BUBBLERS INSTALLED PER TREE/PALM.
2" CALIPER TREES/PALMS TO HAVE TWO 1401 (0.25 GPM) BUBBLERS EACH. TREES/PALMS GREATER THAN
2" CALIPER SHALL HAVE TWO 1404 (1.0 GPM) BUBBLERS EACH.
18. IRRIGATION CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR
TO CONSTRUCTION ACTIVITIES. SHOP DRAWINGS SHALL INCLUDE ALL PRODUCT INFORMATION, MSDS (MATERIAL AND
SAFETY DATA SHEETS), IRRIGATION SCHEMATIC PLAN, ZONING AND CONTROL VALVE LOCATIONS. LOW-VOLUME
DRIP SHALL BE INCLUDED IN THE SCHEMATIC PLAN.
19. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PRODUCING AN AS-BUILT DRAWING OF THE PROPOSED
IRRIGATION SYSTEM. THE AS-BUILT SHALL BE UPDATED DAILY TO REFLECT THE MOST RECENT INSTALLATION.
DRAWING SHALL BE TO SCALE, WITH DI~ENSIONS AND OFFSETS FOR COMPONENTS INDICATED ON PLANS. DRAWING
SHALL BE IN A REPRODUCIBLE FORMAT WITH A MINIMUM OF 2 (TWO) COPIES PROVIDED TO THE OWNER PRIOR TO
FINAL ACCEPTANCE.
2"X2"X 18" PRESSURE TREATED STAKE
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1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL
TO NOMINAL QUICK COUPLING VALVE INLET SIZE.
RA!NB!RD ESP=LX SER~ES CONTROLLER
@
NOT TO SCALE
QUICK-COUPLING VALVE
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-
NOT TO SCALE
PLASTIC VALVE BOX
WITH LOCKING COVER---
FINISH GRADE
24 VOLT SOLENOID OR
DC LATCHING SOLENOID
IRRITROL MODEL E2002
(REFER TO PLANS FOR
ELECTRICAL SYSTEM)
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CONTROL WIRE WITH
IDENTIFICATION TAG
90. ELL -PVC SCHEDULE 40
CD BARB X BARB TEE:
RAIN BIRD LD16TEE
@TOP OF MULCH
o PRESSURE-COMPENSATING
IN-LINE EMITTER
TUBING: RAIN BIRD
LD- 09-24- 500
LD- 09-12 - 500
8) TIERRI~W~IRSDTAt616_STK
@ FINISH GRADE
LEAD WIRES TO
CONTROLLER
SCHEDULE 80 PVC NIPPLE
_______ BRICK SUPPORT
~ (1- EA. CORNER)
MAIN LINE FITTING
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_______J~~L._._--
TO SPRINKLERS
WALL OR PRESSURE TREATED
4"X4" POST
DESIGN
DEVELOPMENT
DOCUMENTS
1 CU. FT. PEA
GRAVEL SUMP
MAIN SUPPLY LINE
NOTE:
RAIN SENSOR TO BE MINI-CLlK II AS MANUFACTURED
BY HUNTER. MOUNT MINI-CLlK ON ANY SURFACE
WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED
RAINFALL, BUT NOT IN THE PATH OF SPRINKLER
SPRAY.
LINE BOTTOM OF VALVE BOXES
WITH LANDSCAPE FABRIC.
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ALL DRIP ZONES TO BE EQUIPPED WITH IRRITROL
PRESSURE REGULATOR, MODEL OMNIREG-100.
SHEET NO.
RAIN SENSOR
@)
LAN DSCAPE DR~ PL~ N E
@
~RRiTROL 200B SER~ES CONTROL
NOT TO SCALE
IR-03
NOT TO SCALE
NOT TO SCALE
.!. (
NOTE: MAXIMUM VALVE FLOW RA TE, 15 GPM. USE MULTIPLE FLUSH
VAL VES AS ZON E FLOW RATE REQU I RES. REFER TO PLAN S
FOR TOTAL ZONE FLOW RA TES.
1 "
6" ROUND PLASTIC ~ I
VAL VE BOX --1
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FINISH GRADE
4 3/4"
LINE FLUSHING
VALVE, NETAFIM
MODEL: TLOSOMFV-1
t
PVC REDUCER
ADAPTER
S X 1/2" FPT
(SIZE AS REQ'D)
t pve LA T~RAL
(OR EXHAUST HEADER)
or oUOUOUOll
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LINE BOTTOM OF V.Al VE PIT WITH
LANDSCAPE FABRIC. MAINTAIN CLEAR SPACE
BETWEEN BOTTOM OF VALVE PIT AND VALVE.
DOT NOT ALL ALLOW BOX TO REST ON PIPE.
BRICK SUPPORTS
(THREE)
3/4" GRAVEL SUMP
(1 CUBIC FOOT)
CD
L!NE FLUSHING VALVE
NOT TO SCALE
NOTE:
1. SLEEVES SHALL BE A MINIMUM OF TWO TIMES
LARGER THAN THE SIZE OF THE PIPE BEING
SLEEVED.
2. A SEPARATE PVC SCH 40 CONDUIT SHALL BE USED
FOR ALL WIRES WITHIN SLEEVES.
ROADWAY AND BASE
CONCRETE CURB
PVC )CAP\
(TYP \
1" SCH. 40 PVC.
REMOVE UPON IRRIGATION
"AS BUILT" COMPLETION
3' MIN.
~ ~
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4'
MIN.
END OF SLEEVE
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END OF SLEEVE
SEE PLAN FOR SLEEVE SIZE
PVC SCH 40 SLEEVE
@
SLEEVE DETA!L
NOT TO SCALE
EDGE OF PLANTING BED
~ LINE FLUSHING VALVE
j PLUMBED TO PVC
j AREA PERIMETER
/ RAINBIRD LD-09-12-XXX DRIPLlNE
/j LATERAL TUBING, 12" OR 24" SPACING
j DR/PLlNE START
CONNECTION
j MALE ADAPTER
j PVC EXHAUST MANIFOLD
Of TEE
BLANK TUBING CENTERED
ON MOUND OR BERM
AIR/VACUUM RELIEF
VALVE AT ALL HIGH POINTS
PVC SUPPLY MANIFOLD
@
~ RREGU LAR AREAS: TR~ANGU LAR
NOT TO SCALE
6" ROUND PLASTIC
VALVE BOX
FINISH GRADE
AIR/VACUUM RELIEF VALVE
NETAFIM TLAVRA
3/4" M X 1/2" F
REDUCTION BUSHING
BRICK SUPPORTS~. ..
(THREE),
3/4" CRUSHED
GRAVEL SUMP
(1CU. FT.)
NOTE:
INSTALL AIR VACUUM RELIEF VALVE ABOVE
HIGHEST (ELEVATION) EMITTER
RAINBIRD DR/PLlNE TUBING
LINE BOTTOM OF VALVE
PIT WITH LANDSCAPE FABRIC.
MAINTAIN CLEAR SPACE
BETWEEN BOTTOM OF VALVE
PIT AND VALVE. DO NOT
ALLOW BOX TO REST ON PIPE.
@
AIR/VACUUM RELIEF VALVE
NOT TO SCALE
NOTES:
1. PALMS AND 2" CALIPER TREES AND SMALLER SHALL
HAVE TWO BUBBLERS-(MODEL 1401) EACH.
2. TREES LARGER THAN 2" CALIPER SHALL HAVE TWO
BUBBLERS (MODEL 1404 ) EACH.
RAINBIRD 1400 SERIES RUBBLERS
(SEE PLAN SHEET NO-ri.::S FOR SPECIFIC APPLICATION)
j
LATERAL PIPE
"
CU
,--;
-1
@
RA~NB!RD 1400
SERIES BUBBLER
NOT TO SCALE
EDGE OF PLANTING BED
REMOTE CONTROL VALVE
WITH PRESSURE REGULATOR
PVC SUPPLY MAN/FOLD
DRIPLlNE START
CONNECTION
MALE ADAPTER
RAINBIRD LD-09-12-XXX D~IPLlNE
TUBING LATERAL, 12" OR 24' SPACING
AREA PERIMETER
AIR/VACUUM RELIEF
VALVE
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(CENTERED ON MOUND OR
BERM)
PVC EXHAUST MANIFOLD,
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@
END FEED LAYOUT
NOT TO SCALE
NOTE: SUCTION FITTINGS THROUGH 4" DIA. SHALL BE SCHED. 40 PVC SOLVENT AND
GALVANIZED ROLL GROOVE FOR 6" AND 8" DIA. ALL SUCTION PIPE THROUGH 6"
DIA. SHALL BE S~HED. 40 PVC AND SCHED. 40 GALVANIZED STEEL FOR 8" DIA.
CHECK VALVES 3 AND LARGER SHALL BE SWING TYPE, 2 1/2" AND SMALLER
SHALL BE POPPET STYLE.
* OPTIONAL FEATURES ARE INCLUDED IF MARKED WITH AN "x"
_~PRESSURE CONTROL VALVE
_~PRESSURE TANK FOR PRESSURE DEMAND SYSTEMS
SAFETY FEATURES:
CLOCK START:
-TRANSIENT SURGE
-LOSS OF PRIME
-NO FLOW
/..
4'
-/
FIBERGLASS REINFORCED
ENCLOSURE 3' -6"L X 4'W X 3'H
(SHOWN IN OPEN POSITION)
FOREST GREEN GELCOAT FINISH
LOCKABLE
HANDLE
4'
KEEP CLEAR
& LEVEL
1
HINGE
6" THICK REINFORCED CONCRETE
PAD PROVIDED BY HOOVER
CENTRIFUGAL PUMP 3 HP
(TEFC motor when>5.5 HP)
FLOW METER
PRESSURE GAUGE
AND HOSE BIB
GALV.STEEL D/SCH.HDR.
42"X48"ALUMINUM SKID
CONTROL PANEL ASSEMBLY
(U.L. LISTED)
MAINTAIN 42" CLEARANCE
FLOW SWITCH
PLAN VIEW NTS
NTS
DISCHARGE
ISOLATION VALVE
IRRIGATION PVC
MAIN LINE
CHECK VALVE IN
VALVE BOX
CHECK VALVE & WELL IN VALVE
BOXES WITH TOP OF WELL TEE
OR 90 FITTING 12" BELOW
FINISHED GRADE
SUCTION LINE
PUMP PERFORMANCE
40 GPM @ 120 TDH
NOTE: CONTRACTOR TO SUBMIT S HOP DRAWINGS OF PUMP ASSEMBLY TO
OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION.
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CENTRIFUGAL PUMP SYSTEM DETAIL
NOT TO SCALE
EDGE OF PLANTING BED
LINE FLUSHING VALVE
PLUMBED TO PVC
DR/PLlNE START CONNECTION
MALE ADAPTER
PVC EXHAUST MANIFOLD
PVC SUPPLY MANIFOLD
REMOTE CONTROL VALVE
WITH PRESSURE REGULATOR
AREA PERIMETER
BLANK DRIPLlNE TUBING
(CENTERED ON MOUND OR BERM)
RAINBIRD LD-09-12-XXX DRIPLlNE
TUBING LATERAL, 12" OR 24" SPACING
AIR/VACUUM RELIEF
VALVE
PERIMETER LATERALS
2" TO 4" FROM EDGE
QJ
CENTER FEED LAYOUT
SPLICE BOX DETAIL
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DESIGN
DEVELOPMENT
DOCUMENTS
SHEET NO.
I R -04
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IE=67.3
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SECTION 30, TOWNSHIP 28 SOUTH, RANGE 16 EAST
CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA
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CURB INLET I
TOP EL=69.97' I,
THROAT EL=69.1 &:'
SE IE=67.92'
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FIRE HYDRANT
GUY ANCHOR
LIGHT POLE
SANITARY MANHOLE
STORM MANHOLE
POWER POLE
SIGN
OAK TREE
PINE TREE
____ ___"_--:L--------
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CYPRESS TREE
PALM TREE
WATER VALVE COVER
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WIRE PULL BOX
SEE DETAIL "B"
-s--wF = 6' WOOD FENCE
~ SANITARY OR STORM
~ STRUCTURE NUMBER
///
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~' ~~ MES
----_~____ X IE=69.9~~
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-
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NOT TO SCALE
~
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TOP OF GRA TE
I ELEVATION = 72.65'
4.5'
\
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SO
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TOP OF GRATE
ELEVATION = 69.89'
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EAST FACE OF STRUCTURE
D11
EAST FACE OF STRUCTURE
D14
/
~
~
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~
~
------
------
-
-
NOTE: SEE SHEET 1 OF 2 FOR BOUNDARY INFORMATION, GENERAL SURVEY NOTES & CERTIFICATION
CONC = CONCRETE
EL = ELEVATION
FCM = FOUND CONCRETE MONUMENT
FIRC = FOUND IRON ROD CAPPED
FPK&D = FOUND PARKER KALON NAIL & DISC
IE = INVERT ELEVATION
MES = MITERED END SECTION
N. T,S. = NOT TO SCALE
OHW = OVERHEAD WIRES
O.R. = OFFICIAL RECORDS BOOK
(P) = PLAT
PG. = PAGE
PC = POINT OF CURVE
PCC = POINT OF COMPOUND CURVE
RCP = REINFORCED CONCRETE PIPE
R/W = RIGHT OF WAY
SPK&D = SET PARKER KALON NAIL W/DISK "PBS&J LB24"
SIRC = 5/8" SET IRON ROD CAPPED "PBS&J LB24"
S.R. = STATE ROAD
TALLW = CHINESE TALLOW
TOB = TOP OF BANK
TOS = TOE OF SLOPE
UNK = UNKNOWN
w/ = WITH
R = RADIUS
L = ARC LENGTH
tJ. = DELTA ANGLE
C = CHORD
CB = CHORD BEA~NG
15' 30'
I I
GRAPHIC SCALE
SCALE: 1" = 30'
60'
I
o
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SANITARY STRUCTURE TABLE
NUMBER TOP INVERT DESCRIPTION
ELEVATION ELEV A TI ON
S1 73.89' 66,11' SE & NW (8" CLAY) MANHOLE
66.19' NE (8" CLAY)
S2 72.93' 65,11' SE & NW (8" CLAY) MANHOLE
65.27' NE (8" CLAY)
53 73.34' 64.8S' SE & N (S" CLAY) MANHOLE
S4 73.07' 63.25' S (8" CLAY) MANHOLE
63.39' N (s" CLAY)
S5 72.80' 63.96' S (8" CLAY) MANHOLE (BOTTOM HAS
63.30' N (8" CLAY) 1'+/- OF SEWAGE BUILD
63.80' E (8" CLAY) UP, ELEVATIONS ARE
QUESTIONABLE)
S5 73.20' 64.03' S (8" CLAY) MANHOLE
64.0S' N (8" CLAY)
64.09' E (8" CLAY)
S7 72.41' 64.00' S&W (8" CLAY) MANHOLE
64.06' N (8" CLAY)
64.28' E (8" CLAY)
PI
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STORM STRUCTURE TABLE
NUMBER TOP IN VE RT DESCRIPTION
ELEVA TION ELEVATION
D1 74.46' 71.25' NW (15" RCP) CURB INLET
D2 74.35' 71.18' SE (15" RCP) CURB INLET
71.14' NE (15" RCP)
D3 74,70' 70.18' E (30" RCP) CA TCH BASIN
70.88' N (15" PVC)
70.28' S (15" RCP)
70.12' W (3D" RCP)
D4 73.86' 68.77' E (3D" RCP) CURB INLET
68.76' W (36" F~CP)
05 72,55' 68.80' E (36" RCP) CONCRETE HEADWALL
D6 73.22' 70.90' S (6" PVC) CA TCH BASIN
65.84' BOTTOM OF
STRUCTURE (PIPE
INVERTS INACCESSIBLE)
07 72.90' 67.29' W (34"X53" RCP) CA TCH BASIN
65.50' BOTTOM OF
STRUCTURE (PIPE
INVERTS INACCESSIBLE)
D8 72.60' 67.62' E&W (34"X53" RCP) CA TCH BASIN
65.28' BOTTOM
D9 72.83' 65.43' BOTTOM OF CA TCH BASIN
STRUCTURE (PIPE
INVERTS INACCESSIBLE,
FILLED WITH WATER)
D10 73.98' 65.22' S&N (72" RCP) DRAINAGE BOX
65.52' E (24" RCP)
D11 69.89' 66.90' W (24" RCP) WEIR
012 73.40' 65.87' N (72" RCP) CONCRETE HEADWALL
D13 72.00' 66.51' WESTERLY PIPE CONCRETE HEADWALL
66.34' MIDDLE PIPE
66.57' EASTERLY PIPE
D14 72.65' 68.83' W (24" RCP) WEIR
D15 73.39' 68.47' E (24" RCP) MANHOLE
68.25' N (24" RCP)
D16 73.06' 67.76' S (24" RCP) MANHOLE
67.76' W (24" RCP)
D17 73.31' 67.73' E (24" RCP) MANHOLE
67.71' W (24" RCP)
D18 7D.58' 69.86' THROAT CURB INLET
67.92' E (15' RCP)
67.68' SW (15" RCP)
67.72' NW (12"X18" RCP)
019 70.34' 67.82' W (15" RCP) CA TCH BASIN
67.79' N (24" RCP)
020 71,96' 71,20' THROAT CURB INLET
67.94' E (24" RCP)
67.97' W (15" RCP)
D20 71.95' 71,20' THROAT CURB INLET
67.94' E (15" RCP)
67.97' W (15" RCP)
D21 71,89' 71,10' THROAT CURB INLET
68.04' E (24" RCP)
D22 72.95' 72.15' THROAT CURB INLET
67.83' W (30" RCP)
D23 72.81' 72.10' THROAT CURB INLET
67.42' E (30" RCP)
67.57' W (3D" RCP)
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ORIGINAL AUGUST 2003 4 EMBOSSED SEAL JOB NO. 1 00130.02
REVISIONS: DRAWN DJA
10-31-03 REVISED 5 CHECKED OCS
TREES QC
2 6 FIELD BOOK 1045
3 7 SHEET 2 OF 2
CLIENT
PROJECT
TASK
5300 West Cypress Street, Suite 300
Tampa, Florida 33607
Ph. (813) 282-7275
Fax (813) 286-1207
CLEARWATER OFFICE SITE
TOPOGRAPHIC AND TREE SURVEY
TAMPA BAY WATER
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INDEX OF DRAWINGS
TITLE
SHEET NO.
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COVER SHEET
STANDARD NOTES, SYMBOLS,
ABBREVIATIONS & TESTING SCHEDULE
EXISTING CONDITIONS PLAN
DEMOLITION & TREE PROTECTION PLAN
SITE PLAN
PAVING, GRADING & DRAINAGE PLAN
UTILITY PLAN
DETAILS AND CROSS SECTIONS
DETAILS
WETLAND IMPACT PLAN
WETLAND RESTORATION PLAN
STORMWATER POLLUTION PREVENTION PLAN
LANDSCAPE PLAN
LANDSCAPE NOTES AND PLANT LIST
LANDSCAPE DETAILS
IRRIGATION PLAN
IRRIGATION TRAINING AREA PLAN
IRRIGATION NOTES AND DETAILS
C-01
rD
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C-02
C-03
C-04
C-05
C-06
C-07
C-08
C-09 - C-11
W-01
W-02
S-01
L-01
L-02
L-03
IR-01
I R -02
IR-03 - IR-04
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2575 ENTERPRISE ROAD
CLEARWATER, FLORIDA
PREPARED FOR:
TAMPA BAY WATER
2535 LANDMARK DRIVE
CLEARWATER, FLORIDA 33761
TAMPA
BAye
WATER
Supplying WaterlbThe Region
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PROJECT
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FILE
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LOCATION MAP
SEC. 30 TWNSHP. 28 RANGE 16
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PREPARED BY:
URS Corporation Southern
7650 W. Courtney Campbell Cswy.
Tampa, Florida 33607
Fax:(813) 636-2499 Tel:(813) 286-1711
Engineering Business No. 00000002
TAMPA BAY WATER OFFICE
ISSUED
SITE, UTILITY & DRAINAGE PLANS
SITE PLAN APPROVE~ ,\,- 7
CASE #: ..Ef/J 2.h).1- (19 tJ u ~
CAse TYPE z:LtJ
DRe DATE i/) _ 30 - 03
COB DATE /~ -I 6 - 03
S'GNATURE /It fVt-
()A1l",--,.---- /~'-I , - ~J
PROJECT NUMBER
12003801.00001
DESIGN BY
- 'T.
DRAWN BY.
J. BRADLEY
C.BRYANT
2 11/6/03 SWFWMD/CLEARWATER RESUBMliTALS
1 9/24/03 SWFWMD/CLEARWATER SUBMITTAL
NO. DATE DESCRIPTION
Copy Date
QA1QCBY
D. SYRJA
SHEET NUMBER
C-01
'. "/":"' . I ' .:.
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GENERAL CONSTRUCTION NOTES
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PROJECT SPECIFIC NOTES
A
AM
AASHO
AASHTO
AREA
AMERICAN NJTOMOBILE ASSOCIATION
AMERICAN ASSOCIATION OF STATE HIGHWAY
OFFICIALS
AIIERlCAN ASSOCIATION OF STATE HIGHWAY
AND TRANSPORTATION OFFICIALS
ASPHALT BASE CCURSE
ABANDONED
ACR'fLDNITRlTE -BUTADIENE -STYRENE PIPE
ACRE
ASPHALTIC CONCRETE
STANDARD ABBREVIATIONS
REPL REPLACE
REQ or REQD RErlJIRED
RES RESIDENCE or RESIDENTIAL
RHW INSULAT70N (MOISTURE" HEAT RESISTANT
RUBBER)
RII REFERENCE /IONUIIENT
RP REFERENCE POINT
RPII RAISED REFLECTNE PAVEMENT MARKERS
RR RAILROAD
RSF RESURFACE
RT RIGHT
R/W RIGHT OF WAY
A. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PERMIT AND INSPECTION
REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES, THE
ENGINEER, AND THE ARCHITECT. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY
PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE ANY NECESSARY INSPECTIONS
ACCORDING TO AGENCY INSTRUCTIONS. CONTRACTOR IS RESPONSIBLE FOR GETTING
THEIR DEWATERING PLAN APPROVED BY THE WATER MANAGEMENT DISTRICT.
B. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO IN THESE PLANS SHALL
BE OF THE LA TEST REVISION.
C. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND
ORDINANCES OF THE GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE
WORK. ALL CONSTRUCTION, MATERIALS AND WORKMANSHIP ARE TO BE IN
ACCORDANCE WITH CITY OF CLEARWATER TECHNICAL SPECIFICATIONS AND FOOT
SPECIFICATIONS, LATEST EDITION.
D. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRE-CAST AND
MANUFACTURED ITEMS TO THE OWNER'S ENGINEER FOR APPROVAL. FAILURE TO
OBTAIN APPROVAL BEFORE FABRICATION AND/OR INSTALLATION MAY RESULT IN
REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE.
E. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH
OTHER WORK BEING PERFORMED BY OTHER CONTRACTORS AND UTILITY COMPANIES.
CONTRACTOR SHALL COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE
NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES (INCLUDE
LIGHTING, POWER, TELEPHONE, CABLE, GAS, ETC...).
F. THE WATER, SANITARY SEWER, AND STORM DRAINAGE FACILITIES ARE SUBJECT
TO THE REVIEW AND APPROVAL OF APPLICABLE AGENCIES. IT THE SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN THE REQUIRED PERMITS TO
PERFORM WORK IN THE PUBLIC RIGHT-OF-WAY.
G. IT WILL BE NECESSARY TO EXAMINE, COORDINATE AND ADJUST ACCORDINGLY
THE PROPOSED LOCATIONS OF THE VARIOUS COMPONENTS OF THE UTILITIES. IT
SHALL BE THE RESPONSIBILITY 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
UNDERGROUND WORK ASSOCIATED WITH THIS PROJECT.
H. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW, WHERE
FEASIBLE.
I. CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPLICABLE ENVIRONMENTAL
PROTECTION AGENCY PERMITS REQUIRED. THIS INCLUDES FILING A NPDES NOTICE
OF INTENT.
J. BOUNDARY SURVEY PREPARED BY OTHERS IS INCLUDED WITHIN THE
CONSTRUCTION BID SET.
K. CONSTRUCTION IS TO CONFORM TO CURRENT ZONING.
L. 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.
M. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED
PRIOR TO BASE AND PAVEMENT CONSTRUCTION.
N. CONTRACTOR SHALL COORDINATE PRE-CONSTRUCTION CONFERENCE WITH
AGENCIES HAVING JURISDICTION.
O. CONSTRUCTION SHALL ADHERE TO APPLICABLE AGENCY CRITERIA, PERMIT
CONDITIONS, AS WELL AS SPECIFICATIONS PROVIDED BY OWNER.
P. IT IS THE RESPONSIBILITY OF THE CONTRACTOR, PRIOR TO COMMENCEMENT OF
CONSTRUCTION TO COORDINATE WITH THE OWNER CONCERNING LIMITS OF
CONSTRUCTION, TRANSITIONS, ETC. WHICH MAY NOT BE SHOWN ON THESE PLANS.
0 DEGREE OF CURVATURE, DEPTH. DENSITY, L LENGTH or LENGTH OF CUIWE
DISTANCE, DlAIIETER 2L TWO LANE
DA ORAINAGE AREA LA or UA UlIITED ACCESS
OBI DITCH B1JTTOIt/ INLET LAT LATERAL or LATITUDE
DBL DOUBLE LB POUND
OCS DEGREE OF CUIWATURE rSPIRA/J LBR UIIEROCK BEARING RATIO
00 DRY DENSITY LC I.DNG CHORD
DOHV DIRECTIONAL DESIGN HOUR TRAFFIC U;TH LENGTH
DECEL DECELERA TION UN UNEAR
DEUN DEUNEATORS LMRK UMEROCK
DEMOBL DEIIOBJUZA TION I1JC LDCA TION
DEPT DEPARTMENT LS LENGTH OF SPIRAL
DET DETOUR LT LEFT
DHV DESISN HOURLY VOUJME LTD LIGHTED
DHW DESISN HIGH WATER UJM WMINAlRE
DIP D1JCTILE IRON PIPE UW LIGHTWEIGHT
DT DITCH
01 DROP INLET M MASS, IIETER or MIDOLE ORDINATE LENGTH
DIA or 0 DIAMETER MACH MACHINE
DIM DIMENSIOM MAINT MAINTENANCE
DISP DISPOSAL MATL MA TERIAL
DMM DOMESTIC IIAIL MANUAL MAX MAXIMUM
f)()T DEPARTMENT OF TRANSPORTATION MB MEDIAN BARRIER
DPI DITCH POINT INTERSECTION M8M THOUSAND rFEET) BOARD MEASURE
DR ORAIN. DRNE or DESIGN REVIEW MED MEDIAN
DRN DRNEN MEMB MEMBER
DRWY ORNEWAY MES MITERED END SECTION
DS DESISN SPEED MESS MESSAGE
DSL DESISN SEIWICE UFE IIG 1000 GAl11JNS
DTOE DISTRICT TRAFFIC OPERATIONS ENGINEER MH MANHOLE
DWG ORAWING MHW MEAN HIGH WATER
MI IlILE
E EAST or EXTERNAL DISTANCE MID MIDOLE
e RATE OF SUPERELEVATION IIIL MIUTAR'f (SPEC) or ONE THOUSANDTH OF AN
EfoE END TO END INCH
EA EACH IIIN MINIMUM
EB EASTBOUND MISC MISCELLANErJJS
EL OR ELEV ELEVATION IILW MEAN WW WATER
ELAST ELASTOMERIC MM MIUMETER
ELEe ELECTRIC MOBL IIOBlUZA TION
EWP EWPTlCA,L MOD I/OD/FY or MODIFIED
EMBK EMBANKIIENT lION MONUMENT
EMUL EMULS(FIED MOT MAINTENANCE OF TRAFFIC
ENCL ENCWSURIE MP MILE POST
ENGR ENGINEER MPH IlILES PER HOUR
EOS END OF SURVEY or EaJNALENT OPENING S(ZE MSL IIEAN SEA LEVEL
ErJ EWA TION OR EaJAL MTD IIOONTED
EaJIP EaJIPMENT MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL
ESMT EASEIIENT DEVICES
EST or ESTII ESTIMATE N NORTH
ESTBLMNT ESTABUSHIIENT
ETC ET CETERlA (AND SO FORTH) NA or N/A NOT AVALABLE or NOT APPUCABLE
EW ENDWALL N"C NAIL " (BIJTTLE) CAP
EXCAV or EXCAVATION NB NORTHBOUND
EXC NC NATIONAL COORSE
EXIST EXISTING NDCBU NEIGHBORHOOD DELNERY AND COllECTION
EXP EXPANSION/ BOX UNIT
EXT EXTENSION NE NORTHEAST
NEMA NATIONAL ELECTRICAL MANUFACTURERS
F FILL ASSOCIATION
F or FINAL FINAL WANT/TY NGVD NA TIONAL GEODETIC VERTICAL DATUM of /929
F" I FURNISH & INSTALL NGS NATIONAL GEODETIC SURVEY
FfoF FACE TO FACE NHW NORMAL HIGH WATER
FA FEDERAL AID or FINE AGGREGATE NIC NOT IN CONTRACT
FAC F/JJRIDA ADMINISTRATNE CODE NJ NEW JERSEY
FAP FEDERAL AID PROJECT NO NUMBER
FC FRICTION v::otJRSE NOM NOMINAL
FDN FWNDA TfC)N NORM NORMAL
FOOT FUJR/DA UlEPARTMENT OF TRANSPORTATION NS NON STRESS. NOT SUITABLE or NEAR SIDE
FE F/DJR ELEVATION NT NON TRAFFIC
FED FEDERAL NTS NOT TO SCALE
FERT FERTIUZER NW NORTHWEST
FES FlARED END SECTION o PASS OVERPASS
FETS FlARED END TERMINAL SECTION OfoD OUT TO OtIT
FH FIRE HYDRANT OA OVERALL
FHWA FEDERAL HIGHWAY ADMINISTRATION OC ON CENTER
FIN FINISH DO OUTSIDE DIAMETER
FL FWW LINE or FLASH DE OVERHEAD ELECTRIC
FL or FLA FWRIDA OH or OVHD OVERHEAD
FLEX FLEXIBLE OPT OPTION. OPTIONAL or OPTICALLY
FNQ FUSE (TYPE SWW BURNJ OT OVERHEAD TELEPHONE
FPS FEET PER SECOND OZ OUNCE
FR FRAME
FRANS FRANGIBLE P PASSENGER CAR " LIGHT DELNEfff TRUCK
FRErJ FREr1JENCr P or PLAN PLAN Q/JANTITY
FS FAR SIDE PAR PARALllL
FT FEET PART PARTIClPA TION
FURN FURNISH PAVT PAVEMENT
FUT FUTURE PC POINT OF CUIWATURE
G GRAM PeBC PRECAST CONCRETE BOX CULVERT
PCC POINT OF COI/POOND CUIWATURE or PLAIN
G or GALV GALVANIZEID CEMENT CONCRETE
GA G/IIJGE or GME PeE PERMANENT CONSTRUCTION EASEMENT
GA or GAL GAlllJN PE PROFESSIONAL ENGINEER
GAR GARAGE PED PEDESTRIAN or PEDESTAL
GO GUTTER DRAIN PEN PENETRA TION
G1P GALVANIZED IRON PIPE PS PROFILE GRADE
GII GAS MAIN PSL PROFILE GRADE UNE
GP GRADE POINT PH PHASE
GR GRADE. GUiARORAlL or GRATE pH MEASURE OF ACIDITY OR ALJ(AUNITY
GRD GRotIND PI POINT OF INTERSECTION
GTTR GUTTER PK PER CAP
PKG PARKING
H fJr HT HEIGHT PL PROPERTY UNE or PLATE
HD HEAD fJr HIIGH DENSITY PM 1&00 NOON UNTIL 12JJO MIDNIGHT
HOWL HEADWALL POC POINT ON CUFNE
HH HEAVY HEXi POST POINT ON SEMI-TANGENT
HNDRL HANDRAIL POT POINT ON TANGENT
HOA HAND/OFF IfNJTOMA TIC PP POWER POLE
HORIZ HORIZONTA/L PR PAIR
HP HIGH PRESSURE or HORSE POWER PRC POINT OF REVERSE CUFNATURE
HR HOUR PRCST PRECAST
HS HIGH STRENGTH PREST PRESTRESSED
HSE HOUSE PROS PROBAB/UTY
HW HIGH WATER PROG PROGRAMMED
HWY HIGHWAY PROJ PROJECT fJr PROJECTION
HYD HYDRANT OIr HYDRNJUC PRM PERMANENT REFERENCE MONUMENT
I EXTERNAL ANGLE (DELTAJ PROV PROVISIONS
ICHG INTERCHANIGE PRSE PRESStJRE
IES ILWMINATIING ENGINEERING SOCIETY PSItE PLANS, SPECIFICATIONS AND ESTIMATES
ID INSIDE DlAI/ETER PSI POUNDS PER SQUARE INCH
IMC INTERMEDIATE METAL CONOlJIT PT POINT OF TANGENt:(
IN INCH P-TIME PRE - TIMED
INC INCORPORATED or INCUJDING P{C POLYVINYL CH/JJRIDE
INCL or INC INCUJDED PW PRESStJRE WATER
IP IRON PIPE Q PEAK DISCHARGE or FWW VOWME (CFS)
INSTL INSTALL
ISECT INTERSECTION
ITE INSTITUTE OF TRANSPORTATION ENGINEERS R or RAD RADIUS
R fJr RNG RANGE
JB .JJNCT/ON BDX RBAC ROCK BASE ASPHALTIC CONCRETE
JCT .JJNCT/ON RBST ROCK BASE SURFACE TREATMENT
JT JOINT RCP REINFORCED CONCRETE PIPE
RCPA REINFORCED CONCRETE PIPE ARCH
RD ROAO or RotIND
K PEAK HOUR FACTOR RD-SD ROADSIDE
KIP /000 POIJNDS (FORCE) RDWY ROADWAY
KSI KIPS PER SQJARE INCH REC RECOVERY
IN KI/.JM}LT RECT RETICUUNE or RECTANGULAR
INA KI/.JM}LT AIIPERES REF REFERENCE
REFL REFLECTNE
REINF REINFORCED or REINFORCING
REJlN REJWENATION
REI1JC RELOCA TED
REM REMOVAL
STANDARD SYMBOLS
ABC
ABD
ABS
AC
AC or
A5PH CONC
ACCEL
ACT
ADJ
ADT
MDT
AGG
AH
AlSC
ALT
AUJM
AM
ANSI
ADS
APPL
APPRH
APPROX
ARTBA
ACCELERA TION
ACTUA TED
ADJUST
AVERAGE DAILY TRAFFIC
ANNUAL AVERAGE DAILY TRAFFIC
AGGREGA TE
AHEAD
AIIERlCAN INSTITUTE OF STEEL CONSTRUCTION
AL TERNA TE
AWMINUM
12m MIDNIGHT UNTIL 12m NOON
AIIERlCAN NATIONAL STANDARDS INSTITUTE
APPARENT OPENING SIZE
APPUED. APPUCATION
APPROACH
APPROXIMATE
AIIERlCAN ROAD" TRANSPORTATION BUILDERS
ASSOCIATION
ARTF ARTIFICIAL
ASPH ASPHALT
ASSEII ASSEMBLY
ASTM AIIERlCAN SOCIETY FOR TESTING MATERIALS
ATTNUATR ATTENUATOR
NJX or NJXIL NJXIUAR'f
AVE AVENUE
AWG AIIERlCAN WIRE GNJGE
AWS AMERICAN WELDING SOCIETY
S SPEED or SWTH
SAHM SAND-ASPHALT HOT MIX
SAN SANITAR'f
S8 SWTHBOOND
SBAC SHELL BASE ASPHALTIC CONCRETE
SBRM SAND BITUMINOUS ROAD MIX
SBST SHELL BASE SURFACE TREATMENT
SC SEAL GrJAT or SPIRAL TO CUIWE
SCH SCHEOlJLE
SCST SAND-CLAY SURFACE TREATMENT
SO SIDE DRAIN
SE SOUTHEAST
SEC SECOND
SECT SECTION
SED SEDIMENT
SEP SEPARATOR
SEQ SEr1JENTlAL
SERV SEIWICE
SF SHRINKAGE FACTOR
56 SUBGRADE
56 or SP GR SPECIFIC GRAVITY
SH or SHT SHEET
SHLDR SHOULDER
SHW SEASONAL HIGH WA TER
SPA SPACE
SPCG or SP SPACING
SPEC SPEClFICA TION
sa FT or SF SQUARE FOOT
sa IN SQUARE INCH
sa YO OR SY SQUARE YARD
SR STATE ROAD
SS STORM SEWER
SSND saUD STATE MOOULAR DESIGN
ST STREET. SURFACE TREATMENT or
SPIRAL TO TANGENT
STA STATION
STAB STABIUTY or STABlUZATION
STD STANDARD
srr; STRONG
STL STEEL
STR STRUCTURE
STY STORY
SU SINGLE UNIT TRUCKS
SUB or SUBS SUBSOIL
SUBGR SUBGRADE
SUPPTS SUPPORTS
SUR SUFNEY
SURF SURFACE
SW SOUTHWEST
SW or SWK SIDEWALK
SYST SYSTEM
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BLXHD
BLVD
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B1JT
BP
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BACK TO BACK
BASCULE
BARREL
BOTTLE CAP fJr BOLT CIRCLE
BACK OF CURB
BITUMINOUS COATED CORRUGATED METAL PIPE
CULVERT
BITUMINOUS COATED PIPE ARCH CULVERT
BITUMINOUS COATED AND PAVED CORRUGATED
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BITUMINOUS COATED AND PAVED PIPE ARCH
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en
o
...,
PERCENT TRUCKS
TANGENT LENGTH CURVE or THICKNESS
TOWNSHIP
TEMPORARY BENCH liAR/(
TANGENT TO CUIWE
TEMPORAR'f CONCRETE BARRIER
TEMPORAR'f CONSTRUCTION EASEMENT
TERRA COTTA PIPE
TRAFFIC CONTRDL ZONE
TELEPHONE
TEIIPERA TURE or TEIlPORARY
TRAFFIC
THEORETICAL
THERMOPLASTIC
INSULATION (FLAME RETARDANT. C
MOISTURE AND HEAT RESISTANT 0
THERMOPLASTIC)
THICKNESS +-'
TON 0
TRANSITION. TRANSVERSE OR TRANSITE :::l
TREA TMENT I-
TANGENT TO SPIRAL +-'
LENGTH OF TANGENT (SPIRAL CUIWE (f)
TYPICAL C
o
U
T or TAN
T or TWP
TBM
TC
TCB
TCE
TCP
TCZ
TEL
TEMP
TF or TRAF
THEO
THRMPLSTC
THW or
THWN
TK or THICK
TN
TRANS
TREA T
TS
TSC
TYP
C
CANTILEVER LENGTH, CENTIGRADE. CELSIUS,
CUT or CO/JJRLESS
CURB AND GUTTER
COORSE AGGREGATE
CAPACITY or CORRUGATED AWMINUM PIPE
CAPITAL LETTERS
CABLE TELEVISION
CATCH BASIN
CONCRETE BOX CULVERT
CONCRETE BOX STRUCTURE
CENTER TO CENTER
C"G
CA
CAP
CAPS
CA7V
CB
CBC
CBS
ce. C/C.
orCfoC
CCEW
CO
CEIl
CEII'D
CFS
CH
CH CH
CHG
CI
ClP
ClPL
CKT
CL
eN
eNB
eNP
eNPA
CO
COL
COlI
COIIP
CONC
CONST
CONTRL
CONT
CONTR
COORD
COR
CORR
CP
CPE
CR
CRA
CRS
CS
CSE
CSP
CT
CTLVR
CTR
CU
CULV
CY
CYL
CZ
CENTER TO CENTER EACH WAY
CROSS DRAIN or CANDELA
CEIIENT
CEMENTED
CUBIC FEET PER SECOND
CHANNEL
CHANNEL CHANGE
CHANGEABLE
CAST IRON
CAST IRON PIPE
CAST IN PLACE
CIRCUIT
CLEARANCE ~ CENTER UNE
CONCRETE /IONUMENT or CENTIMETER
CONCRETE MEDIAN BARRIER
CORR/IGATED METAL PIPE
CORRUGATED METAL PIPE ARCH
COONTY or COMPANY
COWIIN
CONMERCIAL
COMPOSITE
CONCRETE
CONSTRUCT or CONSTRUCTION
CONTROUER
CONTINUATION
CONTRACTOR
COORDINATE
CORNER
CORRIJGATED
CONCRETE PIPE
aJRR/JGA TED POLYETHYLENE PIPE
CONTROL RADIUS or COIlNTY ROAD
CLEAR RECfNERr AREA
CCURSE
CUIWE TO SPIRAL
CO/JRSE
aJRRUBA TED STEEL PIPE
CLEAR TRUNK
CANTILEVER
CENTER
COPPER
CULVERT
CUBIC YARD
CYUNDRlCAL
CLEAR ZONE
UNITS OF MEASURE
CONTRACTOR SHALL CALL
"SUNSHINE STATE ONE CALL" 1-800-432-4770
A MINIMUM OF 2-DAYS AND
A MAXIMUM OF 5"DAYS PRIOR TO START OF CONSTRUCTION.
I")
o
"-...
<.0
o
"-...
U PASS UNDERPASS
US or UNOGRD UNDERGRotIND
UL UNDERWRITERS LABORATORIES
UNDDR UNDERORAlNS
UNOROWY UNDERROADWAY
UNL UNLDADED
UNTR UNTREATED
USC&GS US COAST AND GEODETIC SUNEY rNO
NA TIONAL GEODETIC SUFNEYJ
UNIVERSITY OF SOtITH F/JJRIDA
US GEOLIX;/CAL SUIWEY
UNITED STATES POSTAL SENICE
UTIUT/ES
TEST!NG SCHEDULE
I-
0 0
LL I")
II
+-' ::
0
Z W
---1 W
<( I-
U <(
(f) 0
ITEM
TEST
OPTIMUM MOISTURE/MAXIMUM DENSITY
98r. OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180-57 CASTM
D1557-70)
OPTIMUM MOISTURE/MAXIMUM DENSITY
90Y. OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T1BO-57 CASTM
D1557-70)
OPTIMUM MOISTURE/MAXIMUM DENSITY
9BY. OF MAXIMUM DENSITY AS DETERMINED BY AASHTD T1BO-57 CASTM
D1557-70)
OPTIMUM MOISTURE/MAXIMUM DENSITY
TEST FREQUENCY
PER SOIL TYPE
ONE PER 2500 SQUARE FEET
HORIZONTALL Y IN 12 INCH LIFTS
BUILDING PADS
USF
USGS
USPS
UTIL
EMBANKMENT
PER SOIL TYPE
ONE PER 5000 SQ FT
HORIZONTALLY, IN 12 INCH LIFTS
PER SOIL TYPE
(SEE NOTES 1 AND 2 BELO~)
(f)
VOLT, VELDCITY or VOLUME (f)
VAR VARIABLE Q)
VC VERTICAL CUIWE I-
VCP VITRIFIED CLAY PIPE 01 ...
VEH VEHICLE 0 en (!)
VERT VERTICAL I- .....J
VF VERTICAL FOOT 0...
Vh VERIFIED HORIZONTAL U1CATION 0 Z
VMS VARIABLE MESSAGE SIGN C -
VOL VOWME CO I-
VP VERTICAL PANEL C)
VPD VEHICLES PER DAY C W ~ en
VRMS VOLTS ROOT MEAN SQUARE 0
Vv VARlFIED VERTICAL ELEVATION - > Z >- W
Vvh VARIFIED VERTICAL ELEVATION AND 0...
HORIZONTAL U1CAT/ON - - I-
VW VARIABLE WIDTH I- 0 en W
~/C WIDTH or WEST <( ....J ...~ .....J
WATER-CEMENT RATIO c=: - en en ::::>
WB WESTBOUND :J
WB<<l INTERMEDIATE SEMI TRAILER (40' WB) I- Wz 0
WB50 LARGE SEMI TRAILER (50' WBJ CO bQ
WB60 TANOIJM SEMI TRAILER (60' WBJ en W
WM WATER MNN
W.P.I. WORK PROGRAM ITEII - W I
WT WATER TABLE OR WEIGHT Z Z I-
WWF WELDED WIRE FABRIC () 0
- <(
~ - 0 en
X COORDINATE DISTANCE (EAST-WEST) or LL -
EXTRA rl:: >
X RO CROSS ROAD 0 LL
XING CROSSING <( W
XSEC CROSS SECTION <( 0 0 rl::
Y COORDINA TE DISTANCE (NORTH .SOUTH Z CO
YR YEAR ~ CO
<(
en
SAFETY NOTES
UTILITY TRENCH BACK FILL
OVER PIPELINES AND AROUND
STRUCTURES FROM R.O.W.
LINE TO R,D.W, LINE AND IN STRUCTURAL AREA
UTILITY TRENCH BACK FILL
A. DURING THE CONSTRUCTION AND MAINTENANCE OF THIS PROJECT, ALL
SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS
REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF
THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL.
B. THE CONTRACTOR'S MAINTENANCE OF TRAFFIC PLAN MUST BE SUBMITTED
AND APPROVED BY APPLICABLE AGENCIES AND ENGINEER PRIOR TO BEGINNING
ANY CONSTRUCTION ACTIVITIES.
C. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET
FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF
TRANSPORT A TI ON,
D. CONTRACTOR SHALL PROVIDE AND MAINTAIN ITS OWN SAFETY EQUIPMENT IN
ACCORDANCE WITH ITS HEALTH & SAFETY PROGRAM AND ALL OTHER
APPLICABLE LEGAL AND HEALTH AND SAFETY REQUIREMENTS. THE CONTRACTOR
IS ALSO RESPONSIBLE FOR PROVIDING ITS EMPLOYEES AND SUB CONTRACTORS
WITH ADEQUATE INFORMATION AND TRAINING TO ENSURE THAT ALL EMPLOYEES,
SUB CONTRACTORS AND SUB CONTRACTOR'S EMPLOYEES COMPLY WITH ALL
APPLICABLE REQUIREMENTS. CONTRACTOR SHALL REMAIN IN COMPLIANCE WITH
ALL OCCUPATION SAFETY AND HEALTH REGULATIONS AS WELL AS THE
ENVIRONMENTAL PROTECTION LAWS. THE FOLLOWING IS NOT TO BE PERCEIVED AS
THE ENTIRE SAFETY PROGRAM BUT JUST BASIC REQUIREMENTS.
E. ALL EXCA VA TlONS BY THE CONTRACTOR SHALL CONFORM TO THE
REQUIREMENTS OF THE DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION RULES AND REGULATIONS AND FLORIDA TRENCH SAFETY
ACT. PARTICULAR ATTENTION MUST BE PAID TO THE CONSTRUCTION STANDARDS
FOR EXCAVATIONS, 29 CFR PART 1926, SUBPART P.
F. 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 UTILITY 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.
G. 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
ADMINISTRA TION.
H. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY
AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION
HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT
IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY
REGULA TIONS.
I. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE UTILITY
COMPANIES PRIOR TO CONSTRUCTION TO OBTAIN FIELD LOCATIONS OF EXISTING
UNDERGROUND UTILITIES. CALL SUNSHINE STATE ONE CALL AT 800-432-4770.
PER SOIL TYPE
(SEE NOTES 1 AND 2 BELO~)
OVER PIPELINES OUTSIDE 95% OF MAXIMUM DENSITY AS
THE R.O.\oI. AND IN NON-STRUCTlURAL AREAS DETERMINED BY AASHTO T1BO-57 (ASTM D1557-70)
ST ABILIZED SUB GRADE OPTIMUM MOISTURE/MAXIMUM DENSITY
MINIMUM 40 LBR
9BY. OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180-57 (ASTM
DI557-70)
OPTIMUM MOISTURE/MAXIMUM DENSITY
PER MATERIAL TYPE
PER MATERIAL TYPE
(SEE NOTE 3 BELOW)
AC ACRE UJ PER UJIIINAlRE
AS ASSEMBLY NG THOUSAND GAlllJNS
BA BARREL NM NET MILE
BU BUSHEL PB PER B/JILDlNG
CF CUBIC FT. PC PER CWSTER
CO PER CLEANOUT PE PILE
CY CUBIC YARD PI PER INTERSECTION
CW CW'T PJ PER JOINT
OA DAYS PL PLANT
EA EACH PO POST
liB rM8M) 1000 BOARD PP PER POLE
IIEASURE PW PER WELL
FT FOOT RM ROAD MILE
SA GAl11JN SF SQ/JARE FOOT
GM GROSS MILE SP SPAN
LB POOND SY saJARE YARD
LF UNEAR FOOT TN TON
LS WMP SUM VF VERTICAL FOOT
EO PER EACH PER DAY
BASE
(OTHER THAN SOIL CEMENT)
PER SOURCE
PER SOURCE
EACH LIFT (SEE NOTE 3 BELOW)
MINIMUM 100 LBR
98Y. OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180-57 (ASTM
DI557-70) - NO TOLERANCE
GRADATION, ATTERBURG LIMITS
SLUMP TEST
COMPRESSIVE STRENGTH CYLINDERS
I-
CI.l
W
::L
<[
v
.....
6
v
rJ.,
o
PER SOURCE
ONE PER SET OF CYLINDERS
ONE SET OF THREE (3) CYLINDERS FOR
100 CUBIC YARDS DR FRACTION THEREOF
ONE PER SET OF CYLINDERS
ONE PER SOIL TYPE
CONCRETE (SEE NOTE 5 BELO~)
AIR CONTENT
MIX DESIGN/PER SPECIFICATIONS AS DETERMINED BY PORTLAND CEMENT ASSOC.
SPECIF.ICA TIONS
MAXIMUM DENSITY AS DETERMINED BY AASHTO T134
OPTIMUM MOISTURE (STANDARD)
COMPRESSIVE STRENGTH SPECIMENS AS DETERMINED BY PORTLAND CEMENT
ASSOCIA TION SPECIFICATIONS - 300 PSI @ 7 DAYS, TYPE DAIL Y(SEE NOTE 4 BELOW)
TEST CORES AS DETERMINED BY PORTLAND CEMENT ASSOCIATION SPECIFICATIONS
300 PSI (! 21 DAYS, SET OF COMPRESSIVE (SEE NOTE 4 BELOW')
FIELD DENSITY AND THICKNESS 98Y. OF MAXIMUM DENSITY AS DETERMINED BY
AASHTD T192, T23B, ASTM D1556, D2922
AGGREGATE ANALYSIS
DESIGN MIX
BITUMEN CONTENT
GRADATION STABILITY FLOW
PROPERTIES OF IN-PLACE MATERIALS (MARSHALL)
THICKNESS
95% OF LAB DENSITY
M
C)
o
C\J
.....
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o
.....
.....
.....
SOIL CEMENT
BASE (NO IN PLACE MIXING ALLOWED>
EXISl1NG SYMBOlS MAY DIFFER; SEE EXISllNG CONDI1lDNS PLAN LEGEND
DESCRIPTION PROPOSED EXISTING DESCRIPTION PROPOSED
PROPERTY LINE --------,-- [gj WATER METER ~
CENTER LINE Ie. *1 BACKFLOW/DOUBLE CHECK 18881 PROPOSED ASPHALT
EDGE OF PAVEMENT -0 FIRE HYDRANT ..
FENCE 0 0-- tr FIRE DEPARTMENT CONNECION ...
LOT LINE -...-...-...- ~ GATE VALVE = EXISTING CONCRETE
POND TOP OF BANK -------------...-- 8 BLOW OFF VALVE
RIGHT OF WAY SURF ACE FLOW ARROW ~
SECTION LINE 0 MANHOLE ~ PROPOSED CONCRETE
STORM LINE -------- 0 CLEAN OUT
COMMUNICA TION LINE @!I GREASE TRAP .
ELECTRIC LINE STRUCTURE NUMBER S5-D1
OVERHEAD POWER 0 GRATE INLET .
UNDERGROUND POWER .A CURB INLET I!!!!!!I
FIRE LINE - r.s: MITERED END SECTION ~
RECLAIMED WATER LINE - ctj FLARED END SECTION CJ
POTABLE WATER LINE - )..~( LIGHT POLE ~
SANITARY SEWER LINE . ~~ POWER POLE
V-
FORCE MAIN LINE - -{}- TELEPHONE POLE -e-
GAS LINE (...u GUY WIRE E-
EASEMENT LINE ------------ HANDICAP ,RAMP ~
WETLAND LINE N/A --c; SIGNAGE -.-
FLOOD ZONE LINE N/A WHEEL STOP =
CONTOUR 10 ,. HANDICAP SPACE II
. ..-,
BASIN LINE 4-4> .S" TRAFFIC MARKINGS ~~~
EXISTING
~'9$!
~~~i
~:I~J
ONE PER SOIL TYPE
ONE SET OF 3 PER TYPE PER 1/2 DAY
ONE SET OF 3 CORES PER 1/2 DAY DR
10,000 SQ FT
STRENGTH SPECIMENS ONE PER 5000 S.F,
HORIZONT AL
ONE PER DESIGN
ONE PER TYPE
ONE PER DAY
ONE PER DAY
ONE PER DAY
(SEE NOTE 3 BELOW)
(SEE NOTE 3 BELOW)
0)
~
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----
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ASPHALTIC CONCRETE
.................. ..... ~ ...... ...... ....... h................
DESIGN
DEVELOPMENT
DOCUMENTS
~"""""""-m"""""""''''''''''''''''''''''''''''~
~~b~"'-"'-~
~ ~1lI!II -~ ---------
1. 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
VERTlCALL Y. FIELD DENSITIES SHALL BE TAKEN OVER ALL ROAD CROSSINGS. FIELD DENSITIES
FOR SANITARY LINES SHALL BE STAGGERED TO INCLUDE RESULTS OVER SERVICE LATERALS.
THERE SHALL BE A MINIMUM OF ONE (1) TEST SERIES FOR EACH 6 INCHES OF LIFT OVER
PIPELINE BETWEEN MANHOLES. TESTS AROUND STRUCTURES SHALL BE SPIRALED IN 6 INCH
LIFTS. TESTS AROUND BOX CULVERTS SHALL DONE ON BOTH SIDES EVERY LIFT.
2. FOR FLEXIBLE PIPE (CORRUGATED STEEL OR ALUMINUM), 95% OF MAXIMUM DENSITY
(AASHTO- T99) PER FOOT SUPPLEMENTAL SPECIFICATIONS SUB ARTICLE 125-8.3.2 AS MODIFIED.
3. TESTS SHALL BE LOCATED NO MORE THAN 500 FEET APART.
THERE SHALL BE NO LESS THAN ONE (1) TEST PER 5000 SQUARE
FEET.
4. MAXIMUM STRENGTH LIMITS, AS ESTABLISHED BY SOILS TESTING
COMPANY, SHALL NOT BE EXCEEDED.
5. APPLIES TO SITE CONCRETE SUCH AS CURBS, DRIVEWAYS AND
SIDEWALKS.
...................................................1~..............~~.............
SHEET NO.
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LEGEND
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LWI
:JII
g;11
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0= FIRE HYDRANT
~ = GUY ANCHOR
<:t = LIGHT POLE
~= SANITARY MANHOLE
~= STORM MANHOLE
-<>- = POWER POLE
,,- = SIGN
0= OAK TREE
{) = PINE TREE
*" = CYPRESS TREE
* = PALM TREE
~= WATER VALVE COVER
[J = WIRE PULL BOX
""6-ViF = 6' WOOD FENCE
~ SANITARY OR STORM
~ STRUCTURE NUMBER
to.
"'I,<:;,"iJ \
CURB INLET ~
TOP EL=69,97' / \
THROA T EL=69.1
SE IE=67.92'
~ rfj>
,,~'
"
UNF)L.AT E:D
'\
<:;p'"
"
MES
IE=69.9B' (ALL PIPES)
CQ).,
/
/
/
SEE DETAIL '"8"
~~E:TE:NTION POND q,bo.
{p' MES
x
-........_____ IE=69.9 : N ,& MIDDLE
--"":;fJ IE=70.07 S
----
<P
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"
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l<
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x,
\<10
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"
EXISTING SWFWMD
SURFACE WATER
AREA '8' (0.11 AC)
,\"'.,<fj>
. ~ ~=~.==...:_-
:'\"'~ -
4'
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EXISTING SWFWMD
SURFACE WATER
AREA 'A' (0.50 AC)
20'
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\:)""" 16'
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15'
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12' 10' 0
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00 26'
12' h
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10'
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16'
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CONC = CONCRETE
EL = ELEVATlON
FCM = FOUND CONCRETE MONUMENT
FIRC = FOUND IRON ROD CAPPED
FPK&:D = FOUND PARKER KALON NAIL &: DISC
IE = INVERT ELEVA TlON
MES = MITERED END SECTION
N. T.S. = NOT TO SCALE
OHW = OVERHEAD WIRES
O.R. = OFFICIAL RECORDS BOOK
(P) = PLAT
PG. = PAGE
PC = POINT OF CURVE
PCC = POINT OF COMPOUND CURVE
RCP = REINFORCED CONCRETE PIPE
Rlw = RIGHT OF WAY
SPK&:D = SET PARKER KALON NAIL WI.DISK "PBS&:J LB24"
SIRC = 5/8" SET IRON ROD CAPPED PBS&:J LB24"
S.R. = STATE ROAD
TALLW = CHINESE TALLOW
TOB = TOP OF BANK
TOS = TOE OF SLOPE
UNK = UNKNOWN
wi = WITH
R = RADIUS
L = ARC LENGTH
{j, = DELTA ANGLE
C = CHORD
CB = CHORD BEARING
rt}
~.
X
o
,\"i
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c
INTERSECTION OF SOUTH RIGHT-OF. -,WAY LINE ~
AND WEST RiGHT-OF-WAY LINE OF US HiG'rl
(200' WID
UNPL.ATTED
O:\. !'l
"''':. "\~'?
CONCRETE C;IDEWAi~"""'S - - - - - - - -x
'-. 000"'_ '\'" - L ~ ",;n;- _ _ _ _ _ _ $ ,,~
~l----==~ = = = = = = '\"" -t - - - - - - '\.... ..:;....~
. ---------
~ "....'f' ",.:.f> o,'b
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LEGAL DESCRIPTION
(PROVIDED BY OTHERS)
A TRACT OF LAND LYING IN SECTION 30, TOWNSHIP 28 SOUTH, RANGE 16 EAST, CLEARWATER, PINELLAS COUNTY, FLORIDA, AND
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE CENTER OF SAID SECTION 30: THENCE S.0012'15"E, FOR 50.00 FEET, ALONG THE CENTERLINE OF U.S.
HIGHWAY 19; THENCE N.89'55'13"W, FOR 100.00 FEET, TO THE INTERSECTION OF THE SOUTH RIGHT-OF-WAY LINE OF S.R. 580,
AND THE WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19 (A 200 FOOT RIGHT-OF-WAY), THENCE ALONG SAID RIGHT-OF-WAY THE
FOLLOWING THREE (3) COURSES: 1) S.00'12'15"E, FOR 150.49 FEET, TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE
NORTHEAST; 2) THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 2964.93 FEET, CENTRAL ANGLE
OF 21'50'27, AND ARC LENGTH OF 1130.21 FEET, AND A CHORD BEARING S.11'07'28"E, FOR 1123.38 FEET; 3) THENCE CONTINUE
SOUTHEASTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 2964.93 FEET, CENTRAL ANGLE OF 04'59'410", AN ARC
LENGTH OF 258.46 FEET, AND A CHORD BEARING S.24'32'32".E, FOR 258.37 FEET; THENCE LEAVING SAID RIGHT-OF-WAY LINE
S.53'51'47.W, FOR 93.06 FEET; THENCE N.36'08'28".W, FOR 111.50 FEET; THENCE S.53'51'32"W, FOR 229.00 FEET; THENCE
N.36'08'28"W, FOR 18.50 FEET; THENCE S.53'51'32"W, FOR 201.65 FEET; THENCE N.36'08'28"W, FOR 160.00 FEET; THENCE
S.53'51'32"W, FOR 53.62 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S.53'51'32"W, A DISTANCE OF 157.20 FEET, TO A
POINT ON THE EASTERLY RIGHT-Ot-WAY LINE OF ENTERPRISE ROAD; THENCE ALONG SAID RIGHT-OF-WAY LINE N.55'19'05"W, FOR
307.28 FEET TO THE POINT Ot CURVATURE Of A CURVE CONCAVE TO THE NORTHEAST; 2) THENCE NORTHEASTERLY ALONG THE
ARC Ot SAID CURVE HAVING A RADIUS OF 270.00 FEET, CENTRAL ANGLE OF 45'19'50", AN ARC LENGTH OF 213.62 IFEET, AND A
CHORD BEARING N.32'39'10"W., FOR 2D8.09 FEET TO THE POINT OF COMPOUND CURVATURE Ot A CURVE CONCAVE TO THE
NORTHEAST; 3) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 835.00 FEET, A CEINTRAL ANGLE
OF 00'24'40", AN ARC LENGTH OF 5.99 FEET AND A CHORD BEARING N.09'46'55"W, FOR 5.99 FEET TO A POINT ON THE SOUTH
LINE OF THE PLAT OF DUNEDIN INDUSTRIAL PARK, AS RECORDED IN PLAT BOOK 64, PAGE 76, OF THE PUBLIC RECOIRDS OF
PINELLAS COUNTY, FLORIDA; THENCE ALONG THE SOUTHERLY AND EASTERLY LINES Ot SAID PLAT THE FOLLOWING TWO (2)
COURSES: 1) S.89'55'13"E, FOR 6.87 FEET; 2) THENCE N.00'04'47"E, FOR 167.02 FEET; THENCE, LEAVING SAID PLAT, S.89'55'13"E,
FOR 220.00 FEET; THENCE S.00'04'47"W., 135.00 FEET; THENCE S.89'55'13"E., 266.00 FEET; THENCE SOUTH, FOR 294.56 FEET TO
THE POINT OF BEGINNING; HAVING AN AREA OF 165663.3 SQUARE FEET, 3.80 ACRES MORE OR LESS
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SURVEY PROVIDED BY:
PBSJ 5300 West Cypress Street, Suite 300
Tampa, Florida 33607
Ph. (813) 282-7275
Fox (813) 286-1207
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DESIGN
DEVELOPMENT
DOCUMENTS
SHEET NO.
C-03
DURING LAND ALTERATION AND CONSTRUCTION
ACllVlTlES, IT SHALL BE UNLAWFUL TO REMOVE
BY GRUBBING OR TO PLACE SOIL DEPOSITS,
DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL,
MACHINERY OR OTHER EQUIPMENT OF ANY
KIND WITHIN THE DRIPLlNE OF A TREE OR
EXISTING VEGETAllON TO BE RETAINED ON SITE
UNLESS OTHERWISE NOTED.
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NUISANCE TREE ERADICATION NOTES:
A. CONTRACTOR SHALL ERADICATE ALL NUISANCE
TREES SPECIES (DEFINED AS TREE SPECIES L1S1ED IN
THE FLORIDA EXOTIC PEST TREE COUNCIL'S LIST OF
INVASIVE SPECIES - 2003 EDITION) OCCURRING ON
THE PROJECT SITE. THESE SPECIES INCLUDE BUT
ARE NOT LIMITED TO BRAZILIAN PEPPER (SCHINUS
TEREBINTHIFOLlUS), MELALEUCA (MELALEUCA
QUINQUENERVlA) AND CHINESE TALLOW (SAPIUM
SEBIFERUM).
B. ALL TREES LARGER THAN ONE (1) INCH DBH
(DIAMETER AT BREAST HEIGHT) SHALL BE CUT WITHIN
SIX (6) INCHES OF EXISTING GRADE. ALL STUMPS
SHALL BE TREATED WITH HERBICIDE WITHIN ONE
HOUR OF CUTTING. HERBICIDE SHALL BE MIXED WITH
MARKER DYE TO ENSURE THAT ALL STUMPS ARE
TREA TED. TREE BIOMASS SHALL BE REMOVED AND
DISPOSED OF AT AN OFF-SI1E LOCATION IN STRICT
ACCORDANCE WITH STATE OF FLORIDA REGULAllONS.
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ALL BARRIERS SHALL BE INSPEC1ED AND
APPROVED BY THE OWNER'S REPRESENTATIVE
PRIOR TO ANY CLEARING ACTIVITY AND SHALL
REMAIN IN PLACE UNTIL LAND AL TERA TION AND
CONSTRUCTION ACTIVITIES ARE COMPLETE.
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C. TREES SMALLER THAN ONE (1) INCH DBH AND
SEEDLINGS SHALL BE TREATED IN-SITU WITH A
FOLIAR SYSTEMIC HERBICIDE. CARE SHALL BE TAKEN
TO AVOID OVERSPRAY ON DESIRABLE VEGETAllON.
REMOVAL OF DEAD BIOMASS IS NOT REQUIRED.
LOCA TE PER PLANS
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POLYETHYLENE FENCE OR EROSION CONTROL AS N01ED ON THE DRAWINGS.
CONTRACTOR MAY SUBSTITUTE OTHER BARRIER TYPES
WITH OWNER'S REPRESENTATIVE APPROVAL.
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PAVEMENT
NOTE:
SLOPE FROM TREE BARRICADE
TO BACK OF CURB OR PAVING
AT 3: 1 MAX.
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NO WORK IN THIS AREA
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DESIGN
DEVELOPMENT
DOCUMENTS
ROOT PRUNING TRENCH
SEVER ROOTS CLEANLY
TREAT WITH FUNGICIDE,
BACKFILL WITH APPROVED
SOIL MIX.
HAND PRUNE 1"
DIAME1ER ROOTS
AND LARGER TO
LIMIT OF CUT
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ROOT PRUNING DETAIL
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C-04
NTS
SITE DATA
1. SITE ADDRESS: 2575 ENTERPRISE ROAD
2. ESTIMATED PROPERTY AREA: 165663.':30 SF (3.80 AC)
3. EXISTING LAND USE DESIGNATION: VACANT
4. EXISTING ZONING: OFFICE rO")
5. BUILDING SETBACKS: 20' NORTH. 25' SOUTH & WEST. 10' EAST
6. SITE AREA:
PAVEMENT AND CURB:
BUILDING AREA (PH1):
BUILDING AREA (PH2):
SIDEWALK:
EXIST. IMPERV. (TO REMAIN):
TOTAL IMPERVIDUS AREA:
PERVIOUS AREA:
TOTAL AREA:
38.439 SF (23.2%)
15,288 SF (09.2")
13.221 SF (08.0")
1,855 SF (01.1%)
4,370 SF (02.6%)
73,173 SF (44.2")
92,490 SF (55.8%)
165.663 SF (100")
7. PARKING REQUIREMENTS: 3.0 SPACES PER 1,000 SF
OF GROSS FLOOR AREA
PARKING SPACES REQUIRED: 111 STANDARD SPACES
5 HANDICAP SPACES
TOTAL PARKING SPACES PROVIDED: 52 STANDARD SPACES ONSITE
(163 WITHIN ADJACENT
PARKING GARAGE)
5 HANDICAP SPACES
TOTAL: 220 SPACES
8. STORMWATER MANAGEMENT: OUTFALLS TO EXISTING STORM WATER
POND AND DITCH SYSTEM ALONG ENTERPRISE ROAD
9. CONTRACT TO PURCHASE: TAMPA BAY WATER
2535 LANDMARK DRIVE
CLEARWATER, FL 33761
10. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED IN
ACCORDANCE WITH ALL APPLICABLE CITY OF CLEARWATER
REQUIREMENTS.
11. FLOOD ZONE: X
LAND USE SCHEDULE
LAND USE: OFFICE
SQUARE FOOTAGE: 37.000 SQUARE FEET
"0" DISTRICT MINIMUM DEVELOPMENT STANDARDS
MAX. FLOOR AREA RATIO PROPOSED FLOOR AREA RATIO
0.40 0.22 +1-
MAX. IMPERVIOUS SURFACE PROPOSED IMPERVIOUS SURFACE
0.75 0.44
MINIMUM LOT AREA PROPOSED LOT AREA
10,000 SQUARE FEET 3.8 ACRES +1-
MINIMUM LOT WIDTH PROPOSED LOT WIDTH
100 FEET 500 + FEET
MIN. FRONT YARD SETBACK PROPOSED FRONT YARD SETBACK
25 FEET 55 FEET +1-
MIN. SIDE YARD SETBACK PROPOSED SIDE YARD SETBACK
20 FEET 10 FEET ALONG EASTERN PROPERTY LINE
MIN. REAR YARD SETBACK PROPOSED REAR YARD SETBACK
20 FEET 20 FEET
MAX. HEIGHT PROPOSED HEIGHT
30 FEET 55 FEET - SLOPED ROOF
(62 FEET AT PEAK/48 FEET AT EAVES)
1 "-0" t
WHITE BORDER
&: SYMBOL
BLUE BACKGROUND
PARKING BY
BLACK BORDER DISABLED to
.
&: LETTERS PERMIT
WHITE BACKGROUND ONLY
BLACK BORDER $255 FINE
&: LETTERS F.S. 318.14
WHITE BACKGROUND
ALL LETTERS
," SERIES "c"
STANDARD PRE-PAINTED
DISABLED PARKING SIGN
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DESIGN
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DOCUMENTS
. '.-.
SHEET NO.
C-05
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LEGEND
PROPOSED BERM
~
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x
II
II
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TYPICAL
,.,.
,/
"'"
"'"
,.,.
PROPOSED SPOT
ELEVATIONS
-",- PROPOSED TOB
-...
L.:: .:.; .~,> ::".: .:-~ :..:. ~.:I PROPOSED SIDEWALK
PROPOSED EROSION
0- CONTROL
PROPOSED RETAINING
0-- WALL
PROPOSED STORM
PROPOSED SURFACE
V/////////1 WATER IMPACT
6" FIBRE REINFORCED
CONCRETE
o
#.
'0
EXISTING SPOT
ELEVA TIONS
EXISTING TREE (TO
BE PRESERVED)
EXISTING CONTOUR
EXISTING TOB
EXISTING STORM
PROPERTY LINE
PROPOSED ASPHALT
(REFER TO TYPICAL
PAVEMENT SECTION
-ST-ST
~)(
,,'!l'
X 73.45
,\4J> ~~-~~~~~-72-~--
x
o
ASPHALT
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BASE
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69,7"
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SUB-GRADE
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10
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BOTT .(___~__
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OF DITCH
(EL=69,5-68,9)
PROPOSED DITCH
RELOCA 11 ON
(3. 703 ~rp
,"~"
\
\
o,'fJ
fO
x
OUTFALL STRUCTURE TABLE
WEIR SPAN (A)
7.75"
5.50"
STRUCTURE /I
ST -07
ST-08
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6.0'
PLAN VIEW
NTS
~~~ (.Al 6.0' . I
f1--
6.0' TOP EL= 73.50'
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MANHOLE
RIM EL=75,QQ
IE=69.96(S,NW)
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SECTION VIEW
NTS
MATCH EXISTING
EOP (EL=72.80:l:)
SECTION E-E
NTS
PROPOSED VALL.EY
CURB (FDOT INDEX
LIMITS OF SOD
REFER TO PLAN
VIEW FOR
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ST -06
PROPOSED TYPE
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GE=70.00
IE=66.50 (SE)
SECTION VIEW
NTS
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SECTION F-F
NTS
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___ &a ;> (I)
DESIGN
DEVELOPMENT
DOCUMENTS
SHEET NO.
C-06