FLS2002-12082
FLS2002-12082
622 Bypass Dr
. Carey Law Office
View looking west of existing building
View looking west
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622 Bypass Drive
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Flexible Standard Development
Owner.
Thomas Carey
Site:
622 Bypass Drive
Aerial Map
Case:
Property Size
(Acres):
FLS2002-12082
1.52
PIN: 18/29/16/12932/000/0020
Atlas Page:
299B
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622 Bypass Dr
Clearwater, FL
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Flexible Standard Development
Owner.
Site:
Thomas Carey
622 Bypass Drive
Surrounding Zoning
Case:
fLS2002-12082
Property Size
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1.52
PIN: 18/29/16/12932/000/0020
Atlas Page:
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Keith Zayac & Associates" Inc.
Civil Engineering, Landscape Architecture, Planning
February 23, 2006
Mr. Michael Delk
Planning and Zoning Director
City of Clearwater
100 S. Myrtle Ave.
Clearwater, FL 33758
RE: FLS2002-12082 CARY LAW OFFICE
701 S. Enterprise Road E., Ste 404
Safety Harbor, FL 34695
(727) 793-9888 Phone
(727) 793-9855 Fax
keith@keithzavac.com
EB 9351 LC26000212
Dear Mr. Delk:
Enclosed please find one copy of the Cary Law Office site plan. The enclosed plan
has been revised to reflect a minor increase in the proposed building area as
highlighted. This revision is currently in the building department review process
under BCP2005-10186A. A comment has been received from the Planning and
Zoning Department regarding the need to revise the approved site plan to reflect this
change.
We would like to request that you review this change and deem it as a non--
substantial change to the approved site plan, allowing approval of the building plan
review.
Keith E. Zayac, P. E., RLA
President
Keith Zayac & Associates, Inc.
Enclosure (1)
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CARY OFFICE BUILDING
STORMW ATER REPORT
DECEMBER 2002
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Prepared By:
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101 Philippe Parkway, Ste 205
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CAREY LAW OFFICE ADDTION
622 B'lPASS ORI'IE
MARtA lER, F'L 33764
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CAREY LAW OFFICE ADDTION
622 BlPASS [)RI't{
QIARWAl(R, rL 33~
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Donald E. Armstrong Jr. .
Professional Land SuT'tJeyor
90 S. Highland Ave., #9
Tarpon Springs, Florida 34689
Phone (727) 945-1073
Fax (727) 945-8343
CERTIFIED TO' TOM CAREY
KEITH ZAYAC & ASSOCIATES
KLAR & KLAR ARCHITECTS
Sec, J8, Twp. 29 S.. Rng, 16 E.
Pinellas County. Florida
Field Book 29, Page J 3
Job 122135
LeQal Description: (As Provided)
Lots 4, 5, 6 and 7, BYPASS PARK, as recorded in Plat Book 92, Page 2, of the Public Records of
Pinellas County, Florida,
M2.k.
This Survey was performed without the benefit of 0 complete Title Search or Commitment and may be
subject to additional Easements, Restrictions, Covenents and/or other Conditions of Title.
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I ELEVATIONS SHOWN ARE BASED UPON PINELLAS
50' COUNTY ENGINEERING 'DEPT. BENCH MARK
, j" .CAMPIJS-D", ELEV,=54.63 FEET, NGVO-1929
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37,23
OVERHEAD UllUTY
jj "'RES (lW)
'O'\.
y'
BENCH MARK AT N, RIM OF
STORM MANHOLE, ELEV.=J7,47'
I
'20J
LOT 3
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5,2'(
2' C NC, VALLEY
C~RB (TYP)
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z n CLUSTER
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589'41' 42"E
151.08' FI.R. 1/2"1
ABZ 3000
5"
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"5
LOT 4 ~
"
5' UTILITY, DRAINAGE & -I
SIDEWALK EASEMENT (P)
(TYP) I
S89'41'42"E ..,'O'Y 151.43'
-+
..,~'
I
!-'0' DRAINAGE &
UTILITY EASEMENT (P) ~
o (TYP)
"I LOT 5
10" z
I
S89'41'42"E !b'Y 151.77' <(
"j
-+
u
~ff 20"
0 L 0 T 6
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18" "'o'? ~'!>
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,-,-+,
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DENOTES MIMOSA TREE
(SIZES AS SHOWN)
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152.50'
twooo Ul1Ll1-:-
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VAL~
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100' R/W (P) -
S1CN (lW)
~'?
..,
ROAD
35' ASPH, PVMT
SlJRVfYOR'S REPORT'
1.) All comers found have no number designating previous surveyors and/or company's e)(c~t os shown hereon.
2.) No underground encroachments (If any). foundations. structures. sprinklers. and/or utilities have been located and/or shown unless otherwise indicated hereon.
3.) No instruments of record reflecting easements. rights of way. restrictions and/or ownership were provided to this surveyor unless otherwise indicated hereon.
4.) The above described property appears to fall in Zone X. os shown on the Federal Emergency Mon0gement Agency (F.E.M.A.). Notional Flood Insuronce
Program, Flood Insurance Rote Mop (F,LR,M.), Community 1125096, Ponei #10017-0, Inde, Dote 8/J8/92. Mop Revised 8/19/91,
Bose Flood Elevotlon of N/A feet, Mean Sea Level (M,S.L.) = 00,00'. .
5.) Basis of Bearings: West R/W of Bwoss Drive - S 01'03'04" W (P)
6.) Use of this Survey by anyone other than those Certified To will be at the re-users sole risk without liability to this Surveyor,
7.) All Bearings and Distances shown hereon ore Plat and Field Measured unless otherwise sshown.
C~rtif1~d For' Boundory & Topographic SUrvey
this certifies that a survey of the property shown hereon was mode
under my supervision and that the survey meets the Minimum
Technical Standards set forth by the Florida Boord of Professional
land Surve)'Ors and Mappers In Chapter 61CJ 7-6, florida
Administrative Code. pursuant to Section 472.027, Florida Statues.
~ Survey not valid without the signature and the original
raised seal at a Florida Licensed Surveyor and Mapper.
ABBREVIATION LEGEND:
m. ~~~R~~ot.~2~~ELJ~~;t8'}D
r.o,p. FOUND OPEN IRON PIPE. SIZE INDICATED
F.P.P. FOUND PINCHED lRON PIPE. SIZE INDICATED
F,N,D, FOUND NAIL AND DISK
~:~~~: ~:DAI~r:&~SK...Ji~~Et?J
P.R.... PERt.4ANENT REFERENCE ..ONUt.4ENT
P.C.P. PERMANENT CONTROL POtNT
P.O.C. PCNNT Of COMJr.lENCE"ENT
P.O.8. POtNT Of BEGINNING
R.LS. REGlSn:RSED lANO SUR'KYOR
P.LS. PROfESSIONAl lAND SURVEYOR
P.S.t.t PROfESSIONAl SURVEYOR &: Jr.lAPPER
SEC. SECTION
lWP. TO'I\'NSHIP
RGE. RANCE
(D) DEED
~~~ ~kJf~ED
~d CAlCULATED
CONC. CONCRETE
COY. COVERED
ASPH. ASPHALT
PWT. PAVEMENT
ELEV. ElEVA nON
TYP. TYPICAL
R/W RIGHT-Of-WAY
LB. LAND BUSINESS
9/3/02
Fi~ld Survey Dote
Donald E. Armstrong
Professional Land Surveyor
90 S, Highland Ave" #9
Tarpon Springs, Florida 34689
Phone (727) 945-1073
Fax (727) 945-8343
Jr.
CERTIFIED TO: TOM CAREY
KEITH ZAYAC & ASSOCIATES
KLAR & KLAR ARCHITECTS
Sec. 18, Twp. 29 S., Rng. 16 E,
Pinellas County, Florida
Field Book 29, Page 13
Job #22135
2' F~T CONC.
~~~RB
I ELEVA TlONS SHOWN ARE BASED UPON PINELLAS
5 0' COUNTY ENGINEERING DEPT, BENCH MARK
. t!'-.. "CAMPl,IS-D", ELEV.=54,63 FEET, NGYD-1929
~?
~
OVERHEAD UTlUTY
11 WIRES (TYP)
<0"),
y'
BENCH MARK AT N. RIM OF
STORM MANHOLE, ELEV.=37.47'
Legal Description: (As Provided)
Lots 4, 5, 6 and 7, BYPASS PARK, as recorded in Plat Book 92, Page 2, of the Public Records of
Pinellas County, Florida.
Note:
This Survey was performed without the benefit of a complete Title Search or Commitment and may be
sub ject to additional Easements, Restrictions, Covenents and/or other Conditions of Title.
I
'20.1
LOT 3
I ,25' (P) -I
'<0"), ,--"
. ~. !~C>.J:J
5,2'1
2' C NC. VALLEY
CYRB (TYP)
589-41' 42"E
151.08'
F.I.R. 1/2" I
ABZ 3000
5"
tl
11-
.. ..
in
Ire)
,- " '
~
S,I.R,
+
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4-12" QUAD
'0 4" OAK
~ 12"
"
~
"
5' UTILITY, DRAINAGE & -I
SIDEWALK EASEMENT (P)
(TYP) I
SS9'41'42"E ~<ory 151,43'
,-,-+._,
LOT
4
f <o~
~'
"j
1 0' DRAINAGE &
r- UTILITY EASEMENT (P)
~ (TYP)
" I LOT
10"
I
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5
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DENOTES OAK TREE
DENOTES MIMOSA TREE
(SIZES AS SHOWN)
12"
"),
SS9'41'42"E ~<o. 151.77' <{
,-.-+,-.
12"
F,I~R, 1/2"
~ff 20"
o
~"I
~14"
lS" \)<<?
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6
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SS9'41'42"E ~ 152,12'
,-. -+, -'-
OAK CLUSTER
5", 7", 10", 12"& 14"
GUY WIRE
(TYP)
F.I.R. 5/S" \
WITNESS CORNER
1.2S' N.
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+
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FIRE N89-20'07"W
r-. ,HYDRANT
o ,," ~
1'1~' ~.
F,I.R. 1 /2" J'~~
P.R,M. (P) -I-
152.50'
.......
a..
........
WOOD UTlL TIY
POLE (TYP) ~
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.,. - 4
,W
. :.~.~. &.. :'\::-.~. ..... .';'......~,....~..;:...;",'..:.~ ~..-:..~.~...
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~~
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VALVE
<t
DRUID ROAD
100' R/W (P) - 35' ASPH, PYMT
SURVEYOR'S REPORT:
1.) All comers found have no number designating previous surveyors and/or company's except as shown hereon.
2.) No underground encroachments (if any), foundations, structures, sprinklers, and/or utilities have been located and/or shown unless otherwise indicated hereon.
3.) No instruments of record reflecting easements, rights of way, restrictions and/or ownership were provided to this surveyor unless otherwise indicated hereon.
4.) The above described property appears to fall in Zone X, as shown on the Federal Emergency Management Agency (F.E.M.A.), National Flood Insurance
Program, Flood Insurance Rate Map (F.I.R.M,), Community #125096, Panel #10017-D, Index Date 8/18/92, Map Revised 8/19/91.
Base Flood Elevation of N/A feet, Mean Sea Level (M.S.L.) = 00.00',
5.) Basis of Bearings: West R/W of Bypass Drive = S 01'03'04" W (P)
6.) Use of this Survey by anyone other than those Certified To will be at the re-users sole risk without liability to this Surveyor,
7.) All Bearings and Distances shown hereon are Plat and Field Measured unless otherwise sshown.
A88REVlA TlON LEGEND:
Certified For: Boundary & Topographic Survey
This certifies that a survey of the property shown hereon was made
under my supervision and that the survey meets the Minimum
Technical Standards set forth by the Florida Board of Professional
Land Surveyors and Mappers in Chapter 61G17-6, Florida
Administrative Code, pursuant to Section 472.027, Florida Statues.
~ Survey not valid without the signature and the original
raised seal of a Florida Licensed Surveyor and Mapper.
F.I,R FOUND IRON ROO SIZE INDICA TED
S,I.R, SET IRON ROO, 1/2. P,LS.'5083
F,O,P, FOUND OPEN IRON PIPE, SIZE INDICATED
F.P.P, fOUND PINCHED IRON PIPE, SIZE INDICATED
F,N.D, FOUND NAIL AND DISK
S,N.D, SET NAIL AND DISK, P.LS,15083
f,C.M, FOUND CONCRETE MONUMENT
P.R.M. PERMANENT REFERENCE t.40NUMENT
P,C,P. PERMANENT CONTROL POINT
P,O,C, POINT OF COMMENCEt.4ENT
P.O,B. POINT OF BEGINNING
R.LS. REGlSTERSED LAND SURVEYOR
P,LS. PROfESSIONAL LAND SURVEYOR
P,S.M. PROfESSIONAL SURVEYOR & MAPPER
SEC. SECllON
1WP. TOYfNSHIP
RGE, RANGE
(D) DEED
~P} PLA T
M t.4EASURED
C CALCULATED
CONC, CONCRETE
COV, COVERED
ASPH. ASPHALT
PVMT, PAVEMENT
ELEV, ELEVATION
TYP. TYPICAL
R/W RIGHT-Of-WAY
LB, LAND BUSINESS
9/3/02
Field Survey Date
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,- ~- _:.::.~- General / ,
< ~"~ ~ ~yn-ACC n R ~VE Keep-equipment, materials...andpersonnel out of tree areas during.c. \,J
'-LY' A-~CH.lTECT P A vi.~s2= D r j J J U I Do not rinse toxic materials, paint, mortar, cleansers, or other construction materials in the root zoi~ of the trees.
A,,~(), ,D SI TE ADDRESS <:( -,~ "- " , ,~v: (SE~:ARCHITECT ,I ',/ ,'> )', Correct any physical damage that may occur during con~ruction with proJ?er pruning cuts or other,gm"ective measu-'f~,as seen fit by an_,
tJ - TO SITE SIGN. ,,- ~ ~1a:: SIT~VISI8IhJ1;1) /-;" PLAN-S FOR DETt.JLs)., v)/ , ' a~b~rist. ,) ,':; _ _.., j --::: >
,- .':' "TRiANGlES/(TYP) -" 7- ">', --~-
- ~~s;::r~~ {AINT ,- n - . - .-. .n. ~~Mof~~g~~oTuNCATE6D9.MES - ...' "~-- <to -- "-"~f - -~ -.... nu_ " -~-
(M \ 437 92 (C) - , ,. L 5( CONC, SID)WALK ~,
i, ., ~ & \ ~ " 5' CONC, SIQEWALK 501 003 04 "'W P&M ~'--,~ -' -~ 'n
.'" STRAIGHT "- ,,-c fr ' IT' ',/ "':.> ',.
, / _ _ ~{C::RLB (TVP) -', _' ...,--."~~~...,:::;;;''V"~,,,,/ ......\ ~/--"!";-~, '- - -" > '(',.' L ,
.r-'" ',-: f: - - .', ",,' '--E'~~-' T ,,' ~--, ,...-~j-"\:-- ''fl'::-''it---.-.,- -.F. ". ,'0''-''--' -. " ',:, ";.' "-,' --,-., ';---;-v. " ~ ,,' -A ~, -, ~ -~;-.'~"l.~- - -..--- -_j~~~'\::~~~'.::~~.f~~,,'.::,-..~""- '_.'
,,'~_ir;',.'_._~_-~,~,-,~ ~,~,..--, , ,,>--' . ' - , ~,/'),-,//// A-l A'0')'/41/;(~ , '. ',., ".,: ',': ", '., -:,." ,'. ',"':",,1>', ,',' ~','- ~" ",,-' , ':"., '",''', , .' ,,", .;, .' .- " .' I> " ,.~.t:', ...~ .~., ." . ',q, ''', ',' ",' ,~::-..>
I _" n --," i'-'~'-"-' _L____ '___.
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t ~'7_U un_ .n~,. ,- ( J:?tg'-~' ~ ~~x.( X ~ YP~'~ ,,;: '," L, > - - 1 TIP!' 't" C::U\B ,:' SILl FENCE-O k - ,. - _ )/~. -. -, --';:::--- n --~> .' ~ ~ ~,- -v'~ -- ','_' ~/': :'
,-1 ,(1'/ ""/,.~ ,,-' ( ,0: '/ :::-_~ ""\ I ~ 7 /' >/ Y../.: ''J.fA ,~--- ~'/" & GLJ T' ER(TYP)I~'/ " (TYP) in <{ ~ _~ \ ~" = 39.0 ':,:3 "'," .
" ( ,- -' IA ';(x;x~ 7/~ ' N CD~. -. ~~ .,_ y .
<,2.; " :'<:' ,"",. ~"~""": ,., --,,'/,!-' C' lt~ '7 '.f' _. J~1V ~/l ~~~, /1 -. r , '.' . . ~ ~ ,,;~ ~:~ < 37,5 ' ,'; , . ~.
. i . ~ ')<-.-<.'-;(;7 I ~' . ',' 'liIiit- ~ 37;'\0' ;
J~ I "'c. /,' -- K >( X ~~ _~ \ Ii-,.., F." ,I 'L' I ~ 1 -- I". '/ ::--~
'. /, ~ .-' , " :; /':. (2:' ,/ ~ ;'::><.><;0 f 1-':/>> :-J J...J 1.' ~ "I /' ,,---...., -...; ~ ' ----- , ,. ,
""--"7......- '~5 -=--=- r,--- ,- 1--.,.- ;......-.,.-,. r.<~\' --"- TT,-r, +'-"'-1-'-'.-- -- ---1--:-::'- -i='...... 7.4"'--- -- ----- -,=- - ~,.-..- --- -- T;:- --- c::::.- -----_____-, '~~ L,J "
">),: 2 ", ',~,...,;,j ,;' ;'/l4c<<;s.I;S~, ""~4 ' ::I~:? <: \10) 0> ",'" 10' 5 ", , '''1 ".' --~.':r"', ~- f-
"., "~-.' ... -jirv..~"J~, .~)? ;<, ., ~~! .~..~ "<~if"C .... '-/ <P ~ ~ 4. WH;:;AFFlC ~ ~ '~ ::1 . ~ ... ... _ ., · <. ~
.. .., " .,..., (';" .. ~ '. '''. , l' . . ' PAINT(TYP): ... WHEEL STOP : -, 0 .. ..' I
;('- ,. . -' - ""'0' / >~,.N, '/" ~~.. 12' ~ ',". _ ':~. ~ r--('TYP) ~...6 I L.(). e (\
-- --" , IV ' ~ 1 . -'P ~" .u_ 5' C C'I\C RETE V' " -!' ~<(
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/' ,," /Z, PROP OSED ~ ~,._, :,":, ~' 19' ~ )/ ~\ .~... '1---" y ~ =:)
',-. ',~' . , , .,;,.> ~~' SINGLE FACE ' - ~ I L.k, _ _ 0 d/-<. rj{.. ~.~20' SITE VISI81E!lTY CL
"', ;, ., "u _" /:/') , LAW 0 FFI C E .'< ~,: ,; FeR f;)PQ SED PH AS E II '"u FTHpAN2D61CpAEPR SF1GDNO#T ..~ .. )~ 5' ," '-' y -<^~ --y<y"< M.-<.y''S ~"?Iov /y'< /y~ Z,'-<'Y ~ TRIANGILES (Tm) (;]
., --.) ,.'- " ' (., '-i 'GPN RAL OFF ~" - ',n '7//fi-<-<-<'I/)\~'-<--'- --'- 0'/.-<..<'<;'(,,;( '.' '4
': " , :~~ SINGILE, f~CE .HAf'JpICAPZ'" ~-3~O 7 SF: >: u_n ~ ,-,' '..' · . ',- <- c.E ICE ,., INDEX #17346 '.:- T_ . _ '(/--,-Y /'fi '/' /..< .-<.lY.-< /') {re.Y I /~ /A. :<<~~ I 4 ARCHITECT PAY RS
.... 1-7; ..... ..... .:IGN#_,:_~~' ,~~ll~,1_1t~~f ~ EF ~~EV ~'1~P'R4U~~NING NOTE. ?1,3 ;)..5 i:: Q3t~~~~S S~RI VE ,.... (TYP)'~.'t;~> ~ ~yV'~~~' ~:B::: ,.~ ~.~~ ,~' rflt~~~~CT
- 0 . 0 - --';)(J~, -" ~ . , ->. .. PRUNING NOTE #1. .")1 . ) W r?7,I, ,Y/,Y, Y./ ,/ /lj' ;0:-; ,
.' --, ~.~: . ~ ~ ~ , ~: " " / V -:/1 ~"""=,-.,,,~ ~ _ ~) -FE ELEV.== 43.,0 ~\-, ..'~ :~;. l.'<'< ,<'/,/"<'-<..~-<:bYA. y.<{v,@ -v/'w ' , DETAILS)
~ I'-~./ ~ ~_"""'c',::}~d'I~~'~ 7; l ' '-' -~ ~0J ::, > . Ii -I :- - ~7~U:r~~1~- <) ;-; F...::/~ YJ:'<;
. '~7 "- JY ("'\ I))",,~. :diJ' ,- ,-- I~ - - --- ~,. taJ;:;: ~~ '..... - - L/"-\' / X:- Y )
-~:; ,~- <, Li. V I ~ - /. " ' / "~J ',~n r' /1"\ 1 ,. -(J' ~_;-- 11"-;' , ?" I . . ,')
c, j _ ^.4- --:,~~--,~ ---- -...i.k-;::~'~ - - ....J;-.. / c' Ii. !^;L- ,f /' 'I 'n~ n; ,- ';x, I r('~, \ ~,( ,'1. ~1 I 1> -- I' ~ / I ~v 7' / --,~,:c.=.3:::.,5 ,
L=~"=:.:_":H=n-:;.- - .:- I~i~ -- -=-..::::;- - - .- ), - :' ""' ' · . c::) ~ . U -:;;:. ' . ~ (_ - 'cc- -- -0 n..J . -~ ..,' _ ~'. f: ."
. -.J , '- '- - i I
I;; .~,',.. ';, a, ,}5); ,.. .....' ,..,>".- \. .0 ~u~~~~~sE~~ :\ (SREEETSATINRIUNCG,TUW, :;LL\ )/ /''---, 1= =:_};/ .,&
,;: ,-., ' " b ",,{j:: -.'. ROOT L'P~UNE LINE J / ::'.,}j (SEE DETAILS) ~_,,:~ ~)r 1'1 I tf" .- i N\ ' '',\
~~E~T :~~~E,ttE . ... (SEE NOTE) _ ,_ ~ TREE BARRICADE (TYP} ... ' PLANS FOR D~A~~S), ,', ' " ',\\ i
(M)' 436. 95' (C) .... ~ ." :" . ;. N01 o20'05Y~EG NOTE #2 U . > .~... ..-'
"--~'
ill
Tree Pruning, note # 1
Prune trees on their eastern sides to achieve a 16' (sixteen foot) clearance from the ground above the construction area. Minimal pruning
may be necessary on the eastern sides to keep the trees structurally balanced, but to maintain as much foliage as possible to help produce
resources needed to recover from wounding and root loss. Pruning should be performed by or under the direction of an LS.A. Certitied
Arborist to assure proper pruning cuts as per ANSI, A300 standards for tree pruning,
Cut existing vines at ground level and again at the height of 10 feet, Do not manually remove vines from the trees as damage may occur to
trees,
Cut brush and undergrowth in tree areas at ground level. As vines and undergrowth reemerge from root stocks, apply a G1yphosate
herbicide, according to label instructions, to kill the vines and undergrowth. Repeat applications of herbicide may be necessary as foliage
emerges.
GRAPHIC SCALE
20 0 10 20
~.....~ I I
( IN FEET )
1 inch = 20 ft.
TYPICAL CROSS SECTION
':<:~ .-h
3' / S' HOlland Stone concrete2:Jave Sand Filled Joints
or Approved Equal r
Concrete Sand J'O' off Ie
Bedding Course :' ':, '
1/2' . l' , '
, ~ """""'." ".,,"'" ",' ',' ',' "~,,~, ',"
. .. . ....... ,-', . .... to ........ '. "..~ .', {M,' . '. '> ...' ......
...........................................................
..........................................................
S. Course ',':.', ':.' ::,':.'''.', ':...',.:..:..:..:..:.',',.:..::::::..:..:.. ::::. ':..:.',', ':::.
Granula~.:':,:':':':':':.:':':':':':':':':':':':':':':':':':':':-:':':':-:':.:':':':':':':':':':':':':':':':':':':
Sa se ,',',',',.,.,.,.,.,':,.,'.',',',',',.,'.'..,.,.,',','.',',.,.,.,.,.,.,...,.,'.'.',',':,',',.,.,',',.,.,',.,.,'.',
~~~g~~~~acted -;-; I II I II I III
Tree Pruning, note #2
Follow same guidelines as note #1, except reduce the pruning clearance height to 12 feet from ground.
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Root Pruning
Prune roots to a depth of 18 inches along the line indicated on the grading and drainage plan. This line should be cut 12 inches to the west
of excavation necessary for retaining wall and office foundation construction. Backfill root prune trenches with good, clean till dirt which
holds a soil reaction (PH) of between 6.0 and 7.0, Root prune cuts should leave a clean cut, untorn root end.
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1. Paving unitt shall generally be installed in accordance with manufactures requirements.
2. Paver' Thicknesa: 3 1/8- Commercial. Heavy Duty Traffic
3. Concrete Paye,. to conforll to ~T" C93e-62 with a compre6siv. strength greater than aooo PSI.
4. Course Granular Base shall be in accordance with manufacture, requirements
and 8- min. for 3 , /8- pavers), Granular base shall be crushed concrete.
5. Coloring 01" dye shall be uniforlll throughout eac}, concrete paver unit. Dipped Ol'" externally colored pavel'" unlts <ire unacceptable.
&, Pavers s},all be installed with edge restraint and confined with cemented pavel" units I curbs, poured concrete or othel' sui table method.
7, Final finished surface shall be of unitor. elevation 01" slope.
8. Subgrade shall be free of clay, organics, or ather materials which w:lll allow future settlement and compacted to 98% MSHTO T-1aO-57.
9. Pavers shall support 80,000 lb. fir. apparatus.
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Mulching
Add wood chip mulch, at a thickness of 3 to 4 inches, to the area between the root prune line and the west property line to help retain
moisture and reduce soil compaction. Wood chips from prunings may be utilized as mulch. Do not apply mulch against tree trunks.
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Apply three quarters to one inch of irrigation to the area between the root prune line and the west property line once per week for 4 weeks ...,
..)after root pruning, then every third week for 2 months. Irrigation may be omitted if adequate rainfall occurs.
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5101 REVISED NOTES
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1. OWNER: CAREY & LEISURE, p:1A.
622 BYPASS DR.
CLEARWATER, FL 33764
ARCHITECT: KLAR & KLAR ARCHITECTS, INC.
28473 U.S. 19N
CLEARWATER, FL 33761
(727) 799-5420
ENIGNEER: KEITH ZAYAC & ASSOCIATES, INC.
101 PHILIPPE PKWY" STE) 205
SAFETY HARBOR, Ft '34695-
(727) 793-9888
2. EXISTING ZONING: OFFICE DISTRICT "0"
Keith Zayac & Associates
701 Enterprise Road, Suite 404
Safe Harbor, FL 34695
Civil Engineering, Landscape Architect & Planning
Ph: (727) 793-9888
Fax: (727) 793-9855
keith@keithzayac.com
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3. LAND USE TABULATION: ~....::~ ~.."
TOTAL AREA: >:j .52 'AC 100%}'-'
EXISTING BUILDINGS: o. 1'2 ,~C 7.9%j
PROPOSED BUILCINGS: 0.23 'AC 15.1 % (.15 FAR)
PAVEMENT: 0.65 AC 42.7% (.43 ISR)
OPEN SPACE: 0.52 AC 34.2%
4C!~A~~IN~ BJ~;9~IRE~gr\(I~S: 3 SPACES PER 1000 S,F.
'.J ..,.~.~\:~ '~J I, ('-, ~~~~~,~~~~f J~~66)(~),715 S.F. PROPOSED)
=46 SPACES
PROPOSED PARKING: 53 SPACES
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6. SETBACKS REQUIRED:
FRONT: 25 FT
SIDE: 20 FT
REAR: 20 FT
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PROPOSED BUILDING HEIGHT: 21 '8" FT
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member firm
o Roberta.. S. Klar
o Steven L! Ktar
AA 0002321
Date:
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SITE PLAN
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CONSTRUCTION PLANS FOR:
LEGAL DESCRIPTION
Legal Description: (As Provided)
CLEARWATER, FLORIDA
622 BYPASS DRIVE
CLEARW A TER, FLORIDA
33764
VICINITY MAP
COVER SHEET
GENERAL NOTES
DEMOLITION
SITE PLAN
GRADING & DRAINAGE PLAN
UTILITY PLAN
SITE DETAILS
SITE DETAILS
SITE DETAILS
SITE DETAILS
SITE DETAILS~
LANDSCAPE PLAN
LANDSCAPE DETAILS
INDEX OF DRAWINGS
622 BYPASS DRIVE
CLEAR WATER, FL
GULF TO BAY BLVD
SHEET TITLE
Lots 2, 3, 4, 5, 6 and 7, together with the South 2" (Inches) of Lot 1,
BYP ASS PARK, as recorded in Plat Book 92, Page 2,
of the Public Records of Pinellas County, Florida.
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MALL
This Survey was performed without the benefit of a complete
Title Search or Commitment and may be subject to additional
Easements, Restrictions, Covenants and/or other Conditions of Title.
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Keith Zayac & Associates
101 Philippe Parkway, Suite 205
Safe Harbor, FL 34695
Civil Engineering, Landscape Architect & Planning
Ph: (727) 793-9888
Fax: (727) 793-9855
keithzayac@ao1.com
SITE PLAN APPROVED
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SIGNATURE ~
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SHEET No.
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GENERAL CONSTRUCTION NOTES
CLEARI NG AND SITE PREPARATION NOTES
1. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (1929).
2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND
OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE
TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS,
ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILlTIES, STRUCTURES AND OTHER
FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
1 .
PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION
PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S
TREE OR:DINANCE. IT IS THE CONTRACTOR'S RESPONSIBILl1Y TO MAINTAIN THESE TREES
IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITIEN
APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITIED WITHIN THE CANOPY
LINE OF TREES THAT ARE TO REMAIN.
3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY
CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA,
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION
IN ACCOIRDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE
AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS
REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO
BE DIRECTED TO THE SOILS TESTING COMPANY.
4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND
SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILl1Y COMPANIES IN
ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN
ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE ONE CALL CENTER
OF FLORIDA, INC. AT 1-800-432-4770.
3. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY
FOR CONSTRUCTION, DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH
OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION.
4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPilED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER.
5. 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.
6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO
ROADWAY BASE AND SURFACE CONSTRUCTION.
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-
SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS.
7, IT IS THE CONTRACTOR'S RESPONSIBILl1Y TO BECOME FAMILIAR WITH THE PERMIT AND
INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
6. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING
ANY EXISTING STRUCTURES,
7. IT IS THE CONTRACTOR'S RESPONSIBILl1Y TO NOTIFY ALL UTILl1Y COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY
EXISTING STRUCTURES FROM THE SITE.
8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS
AND/OR LATEST EDITION.
9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE
VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED
FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE
CONTRACTOR/SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILl1Y FOR
ACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVI1Y. IT SHALL BE THE
CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBILl1Y TO NOTIFY THE VARIOUS UTILITIES
AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE
UTILITIES WITH THE OWNER OF THE UTILl1Y. THE CONTRACTOR/SUBCONTRACTOR SHALL
EXERCiSE CAUTION WHEN CROSSING ANY UNDERGROUND UTILl1Y, WHETHER SHOWN ON
THE PLANS OR LOCATED BY THE UTILl1Y COMPANY. ALL UTILITIES WHICH INTERFACE
WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILl1Y
COMPANIES AND THE CONTRACTOR/SUBCONTRACTOR SHALL COOPERATE WITH THE
UTILl1Y COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE
CAUSED TO THE CONTRACTOR/SUBCONTRACTOR BY THE VARIOUS UTILITIES SHALL BE
INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED,
10. CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS. FAILURE TO OBTAIN
APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT
CONTRACTOR'S EXPENSE.
11. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY
THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED
SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE,
AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING
THE ENGINEER OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL
AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.
12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER
WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILl1Y COMPANIES. IT
WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS
ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR AND UTILl1Y COMPANIES.
PAVING AND GRADING NOTES
13. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT-OF-WAY ARE TO BE RESTORED TO ORIGINAL
CONDITION OR BETIER.
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST
COLLAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED.
DEWATERING SHALL BE USED AS REQUIRED.
14. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPER1Y AFFECTED BY THiS
WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETIER THAN EXISTING
CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY
EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION
AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM
THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY.
15, ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED
TO FOOT STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS
ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD HAVE BEEN
OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER
EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR/SUBCONTRACTOR
UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND
ENGINEER OF RECORD,
3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE
GRADE UNLESS OTHERWISE NOTED ON DRAWINGS.
4. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT
SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S
ENGINEER PRIOR TO ANY ELEVATION CHANGES.
5. CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER
AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
16. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL
GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING, MAPS SHOW
ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE
ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON-
SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL. THEREFORE, EXCAVATORS ARE
INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKING DAYS
BEFORE ENTERING A CONSTRUCTION AREA.
6. ALL PAVEMENT MARKINGS SHALL CONFORM TO FDOT STANDARD INDEX NO, 17346,
SHEETS 1-7.
7. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE
NEW PAVEMENT MEETS EXISTING PAVEMENT.
8. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES
OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPER1Y, STREETS,
AND STORM SEWERS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER
SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS
TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL
AUTHORliTIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER
BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE
SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES.
9. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR
SHALL STABILIZE THE AFFECTED AREA USING SPRINKLlNG, IRRIGATION, OR OTHER
ACCEPTABLE METHODS.
17, RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING
INFORMATION ON A SET OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION
PROGRESS. WITHIN TWO (2) WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR
SHALL SUBMIT ONE (1) SET OF RECORD DRAWINGS TO THE ENGINEER. THE
FINAL RECORD DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:
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1, DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION.
2. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL WATER AND WASTEWATER
PIPING AND RELATED APPURTENANCES, BOTH ABOVE AND BELOW GROUND. ALL
CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL & VERTICAL LOCATIONS OF
UTILITIES & APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO
PERMANENT SURFACE IMPROVEMENTS, DRAWINGS SHALL ALSO SHOW ACTUAL
INSTALLED PIPE MATERIAL, CLASS, ETC.
3. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL
INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER.
4, DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT
DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING
RELOCATION SHALL BE CLEARLY SHOWN.
5, LOCATIONS OF ALL MANHOLES, HYDRANTS, VALVES, & VALVE BOXES SHALL BE
SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO (2) AND
PREFERABLY THREE (3) PERMANENT POINTS.
10. THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.)
INTO EXISTING DITCHES OR CANALS WITHOUT THE USE OF SETILlNG PONDS. IF THE
CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANALS A
SETILlNG POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITIED TO AND
APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO
CONSTRUCTION.
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PAVING & GRADING TESTING AND INSPECTION REQUIREMENTS
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1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE
SOILS ENGINEER.
2. SOILS ENGINEER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION
TESTS AND ASPHALT RESULTS. THE SOILS ENGINEER is TO CERTIFY TO THE ENGINEER
OF RECORD IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL
REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FOOT) FOR
THE IMPROVEMENTS AS REQUIRED BY THE CONSTRUCTION DRAWINGS HAVE BEEN SATISFIED.
3. CONTRACTOR TO REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT
AND COMMENCING CONSTRUCTION.
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WATER SYSTEM NOTES
DRAINAGE SYSTEM CONSTRUCTION NOTES
1. A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWERS
AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVED BY ADJUSTING WATER MAINS
THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON CLASS 54 A MINIMUM
OF 10 FEET ON BOTH SIDES OF THE CONFLICT POINT. AS AN ALTERNATIVE THE
SANITARY SEWER MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR THE
REQUIRED 10 FEET ON EACH SIDE OF THE CONFLICT POINT.
1. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC
DESIGN STANDARDS".
2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) WITH
RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES
SHALL BE IN ACCORDANCE WITH FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS
OTHERWISE NOTED ON PLANS.
2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS
AND SANITARY SEWER.
3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES
WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE
INCLUDED IN LENGTHS.
3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
4. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
4, ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
5. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY
ADJUSTING THE WATER LINES AS NECESSARY.
5. CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK
FOLLOWING CONSTRUCTION OF THE POND.
6. CONTRACTOR TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE
LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
6. ALL STORM DRAINAGE STRUCTURES DEEPER THAN TEN (10) FEET TO HAVE LADDER BARS.
7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM
THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY.
7. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITIINGS AND HYDRANTS AS SHOWN ON
DETAILS.
8. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE
IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND
SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL
SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER
SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE
LOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC UTILITIES.
8. PROTECTION OF EXISTING STORM SEWERS SYSTEMS:
DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINI1Y OF THE PROJECT
SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE,
ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION
PROGRESS,
9. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND
THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION, 1996, OR LATEST REVISION THEREOF AND SUPPLEMENTAL
SPECIFICATIONS THERETO.
10, CLASS "B" 1YPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE
DRAWINGS, OR BY THE ENGINEER.
WATER SYSTEM TESTING AND INSPECTION REQUIREMENT NOTES
1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITIINGS, THRUST BLOCKING,
HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY
PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO
BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO
NOTIFY OWNER'S ENGINEER AND COUN1Y INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
TESTING AND INSPECTION REQUIREMENTS
1. THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION
BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR
TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION.
2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN
CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO
BE SUBMITIED TO OWNER'S ENGINEER.
2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S
ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES.
SANITARY SEWER NOTES
SAFETY NOTES
A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS ANDI
SANITARY SEWER.
1. DURING -!HE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFE1Y
REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL
BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE
SAFE1Y OF HIS PERSONNEL. LABOR SAFE1Y REGULA.TIONS SHALL CONFORM TO THE
PROI,;!SiONS SET FORTH BY OSHA IN THE FEDERAL REGISTE~ OF THE DEPARTMENT OF
TRANSPORTATION.
2. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
3. SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM COVER OF THREE (3) FEET
AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE SIMILAR TO "TERRATAPE"
COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE.
2. 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 UTILl1Y OPERATIONS SHALL BE FOLLOWED IN THE
DESIGN APPLlCATION, 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.
SANITARY SEWER TESTING AND INSPECTION REQUIREMENT NOTES
1. ALL GRAVI1Y SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S
ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE
INSPECTION.
3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET
FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S,
DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION.
4. IT SHALL BE THE SOLE RESPONSIBILl1Y OF THE CONTRACTOR TO COMPLY AND ENFORCE
ALL APPLICABLE SAFE1Y 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 SAFE1Y REGULATIONS.
Keith Zayac & Associates
101 Philippe Parkway, Suite 205
Safe Harbor, FL 34695
Civil Engineering, Landscape Architect & Planning
Ph: (727) 793-9888
Fax: (727) 793-9855
keithzayac@aol.com
6 revision by
~ CITY SUBMIT AL
ill 12 03 02
~ CIT~2f1U~rJ; L
~ CIT~3f~'rJ; AL
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klar and kla
architects inc
28473 u.s. 19 n.
clearwater, fl 33761
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SIDEWALK
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6 revIsion
by
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~ 02/17/03
-2'- CITY COMMENTS
~ 03/07/03
6
6
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klar and kla
architects inc
28473 u.s. 19 n.
clearwater, fl 33761
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American Institute 01' -1f~,!~Fts, .,:,~",.,
member 11rm "':"'~"~' ,':. ,C,'
o Roberta S. Kia,,: I, II tl
o Steven L. Klar
"..'iI
AA 0002321
o Preliminary
~ Permitting Set
o ConstructIon Set
Date:
11.12.02
Drawn: TP /KZ
Keith Zayac & Associates
101 Philippe Parkway, Suite 205
Safe Harbor, FL 34695
Civil Engineering, Landscape Architect & Planning
Ph: (727) 793-9888
Fax: (727) 793-9855
keithzayac@aol.com
Sheet:
DEMOLITION
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Tree Pruning, note #1
Prune trees on their eastern sides to achieve a 16' (sixteen foot) clearance from the ground above the construction area. Minimal pruning
may be necessary on the eastern sides to keep the trees structurally balanced, but to maintain as much foliage as possible to help produce
resources needed to recover from wounding and root loss. Pruning should be perfonned by or under the direction of an I.S.A. Certified
Arborist to assure proper pruning cuts as per ANSI, A300 standards for tree pruning.
Cut existing vines at ground level and again at the height of 10 feet. Do not manually remove vines from the trees as damage may occur to
trees.
Cut brush and undergrowth in tree areas at ground level. As vines and undergrowth reemerge from root stocks, apply a Glyphosate
herbicide, according to label instructions, to kill the vines and undergrowth. Repeat applications of herbicide may be necessary as foliage
emerges.
GRAPHIC SCALE
20 0'0 20
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( IN FEET )
1 inch = 20 ft.
Tree Pruning, note #2
Follow same guidelines as note #1, except reduce the pruning clearance height to 12 feet from ground.
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Root Pruning
Prune roots to a depth of 18 inches along the line indicated on the grading and drainage plan. This line should be cut 12 inches to the west
of excavation necessary for retaining wall and office foundation construction. Backfill root prune trenches with good, clean fill dirt which
holds a soil reaction (PH) of between 6.0 and 7.0. Root prune cuts should leave a clean cut, untorn root end.
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Add wood chip mulch, at a thickness of 3 to 4 inches, to the area between the root prune line and the west property line to help retain
moisture and reduce soil compaction. Wood chips from prunings may be utilized as mulch. Do not apply mulch against tree trunks,
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Apply three quarters to one inch of irrigation to the area between the root pmne line and the w~t'property line once per week for 4 weeI(~; ^ j
after root pruning, then every third week for 2 months. Irrigation may be omiUed if adequate raip~l1 occurs. ,...
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ARCA1TECT PA VE.RS'e'" 'd Keep equipment, materials, and personnel out of tree areaS, during constructio.n. . ,...,
:~;:( ($ E E AR CH I TE CT>::~ (:; <'Uo' not rinse toxic materia,ls, paint, mortar, cleansers, or otb.er construction materials in the root ~Qnes--bf the trees, ,['
.. 'i!t. " p;LANS' FOR... DET~l~srT'" .." ,.."..,., '" "., .. .",. ..,.. Corr~ctany physical darna-ge that may occur during construction with proper pruning cuts or ot1i~i co/reetive measures 'as s~en fit by an .,..
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1. OWNER:: CAREY & LEISURE, P.A.
622 BYPASS DR.
CLEARWATER, FL 33764
ARCHITECT: KLAR & KLAR ARCHITECTS, INC.
28473 U.S. 19N
CLEARWATER, FL 33761
(727) 799-5420
ENIGNEER: KEITH ZAYAC & ASSOCIATES, INC.
101 PHILIPPE PKWY STE 205
SAFETY HARBOR, FL 34695
(727) 793-9888
3. LAND USE TABULATION:
TOTAL AREA: 1.52 AC 100%)
EXISTING BUILDINGS: 0.12 AC 7.9%1
PROPOSED BUILDINGS: 0.22 AC 14.5%
PAVEMENT: 0.65 AC 42.7%
OPEN SPACE: 0.53 AC 34.9%
4. PARKING REQUIREMENTS: 3 SPACES PER 1000 S.F.
=(5,393 S.F EXIST)+(9,715 S.F.
=(15,108 S.F /1000)(3)
=46 SPACES
PROPOSED PARKING: 53 SPACES
6. SETBACKS IREQUIRED:
FRONT: 25 FT
SIDE: 20 FT
REAR: 20 FT
(.14 FAR)
(.43 ISR)
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7. REFUSE COLLECTION WILL BE
BY CURBSIDE INDIVIDUAL CANS.
PROPOSED)
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AA 0002321
o PrelIminary
(:{] Permitting Set
o ConstructIon Set
Date:
Drawn:
11.12,02
TP /K Z
Keith Zayac & Associates
101 Philippe Parkway, Suite 205
Safet Harbor, FL 34695
Civil Engineering, Landscape Architect & Planning
Ph: (727) 793-9888
Fax: (727) 793-9855
keithza yac@ao1.com
2. EXISTING ZONING: OFFICE DISTRICT
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5. EXISTING BUILDING HEIGHT: 13' 7-1/2" FT
PROPOSED BUILDING HEIGHT: 21'8" FT
Sheet:
SITE PLAN
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RIM EL= 41.0
INV= 37.60
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CURB ~L~Y. , ( ::; " MES 4
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101 Philippe Parkway, Suite 205
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Civil Engineering, Landscape Architect & Planning
Ph: (727) 793-9888
Fax: (727) 793-9855
keithzayac@aol.com
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101 Philippe Parkway, Suite 205
Safet Harbor, FL 34695
Civil Engineering, Landscape Architect & Planning
Ph: (727) 793-9888
Fax: (727) 793-9855
keithzayac@ao1.com
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klar and kla
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~
-
1. Single row of Strawbales or Silt Fence to be placed prior to th8 start of
rough grading.
2. MAINTENANCE: All erosion and siltratlon control devices sholl be checked
regularly, especially after each rainfall and will be cleaned out and/or repaired
as required. .-/
~ LA.KE
"--
[:.~
~
-- :\
~ __"" ... r_ L
/ 01 st1awbalee (optlonol) ~
ADJACENT
HOME
ADJACENT
HOME
PROPOSED
FOOTPRINT
OF HOME
I
L PROPERlY LINE Evenly spread straw
from aproxlmotely
4-5 strawbal.
,....,'..".'.,'"'-.".,"',..,,.,',',.',',.,'~....,','.,"""','~.,."",',',...,.,',',',,',',".,,,"',"',.,.",'.",'.'.,'.'",',".',','.,', ',.,..,...'.".,. ."'.','",.,'.'.,,',,,",.,",.','...,',.,,'..,.,',..,'"',,,..,....","..,',...'...'.....'.,'.,.,"',',".,.,',.,.,'.',.,'.'.'.',',',,',..,'.,..'.""....',.,'.,.,:-,..".,.,..".,'"',.,.',.,.,.'.,',,",,.,.,,','.',..,','."'..,',.-.'",.....',.,'."'....".',,,.,....,'.,'.~.,-".",'..,"",'.,'".,.,.'.. full width of R/'!I
<.<., ......i".....,...."<' '.'/<..'..""'..., (usually 1 5 fetrt)
,:',"'::;<::"" .', ',-: ",' .:'::- ,>' ,,:,~::' """"""'", :<:"':::::' ;::':':'.,:': :-'::,' '":-<,:::,,,,;;;:':::':,
"'-";-.'--
.' '":;.;;;'::,,.-",
~ CI1Y STREET.-/
'- CURB ~ GUTTER
REV,
EXPANSION JOINT
OJ\ I I
NORMALLY 48'
MAXIMUM 50'
STRUCK JOINT
t.i
,5:
WIDTH, SEE NOTES 5 & 6 BELOW
i
u
!
:c
~
TYPICAL SIDEWALK PLAN
i
t
1/2' BITUMINOUS STRIP
,'.'.....' "'" BROOM FINISH """'...'.." ,/
l-
e
:0:
'0
c:
e
, ' .'
,~~',{:,:.~.;:~ :0,; :;;",';X/:\:('
. ~.,,', ::l,,)..o:, '. ,,',
",."....,....:','~!lr'.....""..f'.
: .1t}::':.~:1::;:.:'.~j;',:::~;::'~;;,::~~ ::;,;'
I-
.2
~
'0
c:
o
'i
'~
8.
EXPANSION JOINT
STRUCK JOINT
4'
R/W
-
. ~ SEE NOTE
; 5&6-
<t ;y:
~ ~ ~ , , '" , , . .. '..... .. l/')Y.I;
r~\:f~~~~y~<<i:<<<'<< ~'f-" "1'1'" ,- "
~ 50 MAX.
--
COMPACT
12"
MINIMUM
.....
::J
o
:5
'i
~
.e
~
Cl
,5:
'0
"
'"
::J
'0
E!
a.
!
TYPICAL SIDEWALK SECTION
5" RESIDENTIAL
6" COMMERCIAL
i.... --1
I,~",:''''~>~;I
I' % 11 I
50 MAX.
COMPACT I
1
.8
~
E
DRIVEWAY
....
.....
c:
"
E
::J
~
'0
III
:c
.....
........
l' / :', f~:t:r
~---=:J
11
12 MAX.
...
Cl
TYPICAL SIDEWALK SECTION
ACROSS DRIVEWAY
~
Cl
a.
o
c:
1
'0
~
"
~
'.,
I,": .~,
1~'" '"
i"... I,'."''''
.;, ,-...,
I' Iv..~.~
,. _'1'\ ,.",-
1,4~.t:~.t.
. .,... r fl'
I . t"','~l \ I
,\... It, . ,1;,/, I ...
: .1..." _.",1.~)
. \ I, " I, .
'" ,,",' \i:- .
.~1; .
.. L-J ..
,
-=1~
t
,~ 1
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
i
8"
D""lC:
REDRAWN BY
A,C,
CHECKED BY
IIt,Q,
N'P. DESIGNED BY
1It.(l,
DATE
5/99
INlDEX NO.
118
2 Of 2
REDRAWN BY
A,C,
M.G. CH~~~D BY
N'P. DESIGNED BY
1It,(l,
TYPICAL DOUBLE
HANDICAPPED STALL
1 12/99
REV. D""lC:
Updated f1na
DETAIL
SIGN
HANDICAPPED
DESCRIPTION
DESCRIPTION
2"x2- stak.
2' In thl llround
{"d
,.". .,(.,,~!~'~I
..:.::::." J . ~.. j I
- . ',1" ~.,,/. :l' ,
>Ti,<~...~~,..::-r':' ,. ~
'-... ~~,<i ~
,~,.."..~"d::~S.~,...~,:i"." ,...'." ".,.."."....-1".."..,;~~ ~
"K~/',~.,. .:~~.)i".'. ~>..'...--
fj~~,I.;~'1,'_.I,~',~ ~~.rr!.i..~ '\J.
.' ,I, "I't \1 C. ..'. ;,,","'): ,..
'~~;;)'~~~ ~ ~ ~
~ ~ ~~ ~
Baln butted
tightly together
Building Block Laid 6. From Throat
Web Horizontal.
---
~
Roll of 12 '/2. Guage Welded
Fence, 2.x2 Mesh, 8"-10.
Diameter Filled With 3- Stone.
.'
Spacer Block
STRAWBALE SILT BARRIER
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
TYPICAL HANDICAPPED
SIGN DETAIL
Spacer
);/;
Grovel Filler
2-x3- Perferred \.
5111 ~\,;'
Fiberious Filler Material
/ / Building Block or Drilled 2"x6-
'/ L 2-x4- TImber
&7,
/
<Sow I ~ ~ ,,, ~~
Post '- ~j..J Silt stop ,.. ~ ~ ,\I ~
'- I, --____ ~ T
!!~ Backfill ~
[l "/':"/ ~
"":'7>7;;% ~~l\1",0~;- ~ - .....~__<<r....<< .> ~
\..>.1 t",/., ~ ,\1._________:
NatlveH'>>' IJ:S.:t~~.~r,i..':.~"".T ~ ,II." ,,_ ,\1
SaII.\,> '~,~,..;:.ri\:.;:~~)~ih...' . " ,\;0,.. ,,;- T
/'('",-:/' . \".;I.,i1...~".III,~'"I:._," '':'''' Y ~__
lJENDED '~'.",;...,,~..~\....~~,l.~I\I.f:~ ."'. ., ' .~,'~
RECOMm " ~""1 ~~1 ;"';o,~," . '~,,' :I.~ \!.t.\'<';~~(~.,~,~~; "\'I:~ I'~ ~:... ~~ ~~~ '.J.'i
TOE-IN . ...~.,~,\:",:~(."i!lI,1l!~:-1~~~..i'.'\~\~'~'F...;:\.'I.
,... ...",,,I~.I"'..:..'f~I\',...:' I
NOTES:
,. Fiberous filler material in front of block
prevents gravel from washing into structure,
2. 2"x4" Behind block and across throat helps
keep block in place. Place in outer hole
of spacer block.
Spacer BkiCk
PREASSEMBLED SILT FENCE
3. Bales of hay and sod, similarly placed,
may also be used.
DATE
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
SINGLE FAMILY HOME
EROSION CONTROL DETAIL
TEMPORARY STRAWBALE
SEDIMENT BARRIER
~PP.
~PPRaVED BY
D""lC:
5/99
INDEX NO.
'19
1 Of 1
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
VMATCH EXIST.
GRADE
TOB =39.0 MIN '\
0>>~'0'"
'-...... /.," "/,V
>>i'
~~</
~.Y
REDRAW~ BY
T,L,fJ,
CHECKED BY
DATe
2/18/98
[~DEX ~o.
803
1 DF 1
REDRAWN BY
PlIO
CHECKED BY
MQ
~PP. DES[~~~D BY
DATE
DESCR [PTIO~
REV,
DEseR [PTIO~
~
SOD PROPOSED RETENTION POND
EXPANSION JOINT
I ~I 1'0
I.. · -I
8.0'
8.0'
VARIES
-
-
-
~
-
-
..
EQUAL TO SIDEWALK
WIDTH (6' MAXIMUM)
. ''"'' "'. ~- ,'" TI
\ .:,. ...,. , I.' ,.. '.,' '\ ".1...'-
',~~~I,:}> ~ ~.L~, ..,~:'~(>\ ~
". \, \ ". I' , ':, '~I' , .,'. ,.,' , ~ t')
:~:,}'/):~r '~::,: <; ,,>~/:,
TaB - 39.0 MIN.
v />0~'Z~
, <..(~~
7/~
~~I
/("<~ BOTTOM EL. = 37.5
V>>7 ;o;:;:v "'" y " y ,,- y ,'- y '/ ,-, V '/ h'7n..:7n..":'7 ,
/"//.<~//~/ /-y /,"'1' / ,.,'1'//" Y.({<<00('//-~
STRUCK JOINT
POND CROSS SECTION A-A
NTS
REINFORCEMENT 6x6-W1.4xW1.4
SINGLE LAYER FOR 5" RESIDENTIAL
DOUBLE LAYER FOR 6" COMMERCIAL
R/W
12"
V AR I ES
MINIMUM
PROP.-
GRADE
4"
r
MIN. SLOPE 1.0%
-
. . o.
~: :
. o. .... 0 '
. .. .
. a O.
. . o.
.
... 0' .
. .
" .
, 0 '
" ..
-t
<0
NOTES:
1. SIDEWALKS SHALL HAVE TOOLED EDGES.
2. CONSTRUCTION JOINTS SHALL BE LOCATED AT STRUCK JOINTS OR EXPANSION JOINTS ONLY.
3. EXPANSION JOINTS SHALL BE INSTALLED AS SHOWN AND ALONG EDGE ABUTTING CURB.
4. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" BITUMINOUS EXPANSION STRIP, AS SHOWN.
5. SIDEWALKS TO BE 4' WIDE EXCEPT AS OTHERWISE NOTED.
6. SIDEWALKS ABUTTING CURB: 6' MINIMUM WIDTH, WIEXPANSION JOINT AT CURB.
!!
.r:.
""
'i:
~
N
o
o
N
~~~
THICKENED EDGE
CONCRETE SIDEWALK DETAIL
CONCRETE SIDEWALK
CONSTRUCTION DETAIL
NTS
....
.r:.
""
'i:
~
8
NTS
TEMPORARY SEDIMENT
TRAP AT CURB INLET
f(
DATE
9/6/94
I~DEX ~O.
604
, DF 1
\7,'
~.,,~
0'
0'
.~.
,_ 'i);"
~\~
, ~.
, 'i);"
~\~
\7,'
~.,,~
\7,'
~\-~
NOTE: Concrete to be 3,000 psi, with fiber mesh reinforcing.
-i
I
-i 1-- 2" min
II
~ II
In
L ell'
1_ 71 /2" ~:::t
1--
II'
. II
II
2 -1 12" min
(\i
---
..-
l
~
-
(\i
---
..-
In
-.L
,
7, 3/ 4' _I::::::T
#3 Bar
Typical
L
I.
TYPE A
TYPE C
, 4/9/02
REV. 0""lC:
REDRAWN BY
Novo
CHECKED BY
(l,L,B,
N'P. DE~G~~, BY
Rey. Notel
R.G.
DESCRIPTION
SPACING OF POSTS
TO BE 6-10 FEET APART
FILTER FABRIC
MA TERIAL
....- r1
....-
---
---
.I-
--
~.
\
-;;;;.
1.-:"--
_..-'
r- ,..--
I ... ",
2' MIN. 11_.........
L~~~~ ~ ... ~
'>///~~~/-.,..,
i.--'""
l.,...
...!".oo -_
BACKFILLED TRENCH
FOR ADDITIONAL STRENGTH
FILTER FABRIC MATERIAL CAN
BE ATTACHED TO A 6-INCH (MAX)
MESH WIRE SCREEN WHICH HAS
BEEN FASTENED TO THE POSTS
FILTER FABRIC
MA TERIAL SECURELY
FASTENED TO ll-iE
POSTS OR IF USED
ll-iE WIRE MESH
ATTACHING TWO SILT FENCES
. . O---U-
\
APPROXIMA TEL Y B
INCHES OF FILTER
FABRIC MATERIAL
MUST EXTEND INTO
A TRENCH AND BE
ANCHORED 'MT\1
COMPACTED
~'~ BACKFILL MATERIAL
~Rc <~ /... RUNOFF
",\,',
i" . """, . ',', ~F\i'<.'
0~> ...'...., ~~<
10 INCHES\//~~',-/
(MIN),'fWi APPROXIMATE
~ \ ' 4-INCH BY
.\' 4-INCH TRENCH
\i\
LI -../ ,., ,--
PLACE T\1E END
POST OF T\1E
SECOND FENCE
INSIDE ll-iE END
POST OF T\1E
FIRST FENCE
(' LIf/-
ROTATE BOll-i
POSTS AT LEAST
, BO DEGREES IN
A CLOCKWISE
DIRECTION TO
CREATE A TIGHT
SEAL 'MT\1 ll-iE
FABRIC MATERIAL
DIRECTION OF RUNOFF WATERS
t
t
t
DRIVE BOll-i
POSTS ABOUT 10
INCHES INTO T\1E
GROUND AND
BURY FLAP
--.::J. -../ --- ",,-
'/
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
INSTALLING A FILTER
FABRIC SILT FENCE
REV. D""lC:
DRA'IIN BY
BVD
CHECKED BY
B,G.
N'P. DESIGNED BY
~~!E
7/02
INDEX NO.
607
1 Of'.3
DESCRIPTION
1" TYPE 5-111
ASPHALTIC CONCRETE
--- 6" CRUSHED CONCRETE
W~U"fi ~ BASE MATERIAL
~ ~~~ ~~ ~ (LBR MIN. = 100)
~~~~~~~~--12" COMPACT STABILIZED SUBGRADE
~0>v>>>>>>)>:Y~>: TO 98% MIN. MOD, PROCTOR VALUE
//('v..<'v..<'000" /<'00 PER ASTM 0-1557 (LBR MIN. = 40)
PAVEMENT SECTION DETAIL
NTS
~
IU
1 'l
\7,'
~.,,~
D revision by
& C I Tl2 ?~3BrOI2T AL
~CITY SUBMIT L
02/17/03
~ CITOY3?~lrJ3T AL
D
D
D
o
klar and kla
(\i
---
..-
,
(\i
#3 Bar
Typical
arch itects
.
me
28473 u.s. 19 n.
clearwater, fl 33761
CITY OF CLEARWATER. FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
WHEEL STOPS
REINFORCED CONCRETE
DA"lC:
7192
INDEX NO.
'17
1 OF 1
z
o
I
r----
o
o
<C
LLJ
U
LL
LL
o
..q--
CO
I'---
n
n
w
>
0::::
o
(f)
(f)
<(
0...
>-
m
N
N
CO
--.J
LL
~
0::::
W
f-
<(
5
0::::
<(
W
--.J
U
S
<C
I
-
>-
LLJ
0::::
<C
U
AA 0002321
D Preliminary
tKJ Permitting Set
D Constructfon Set
Dote:
Drown:
11.12.02
TP / K Z
Keith Zayac & Associates
101 Philippe Parkway, Suite 205
Safety Harbor, FL 34695
Civil Engineering, Landscape Architect & Planning
Ph: (727) 793-9888
Fax: (727) 793-9855
keithzayac@aol.com
Sheet:
SITE
DETAILS
C6 0
..-
---
C)
;::
-c
---
c:
a
'..-1
+-'
()
::J
'-
+-'
(/)
c:
o
U
---
(1)
()
'..-I
<f-
<f-
a
;::
C13
-J
>.
(1)
'-
C13
U
---
'-
C13
~
~
---
()
C13
>.
C13
N
---
(/)
+-'
()
(1)
',.....,
a
'-
c..
a
=>
~
---
..
u
..
(1)
E
C13
Z
g> oj
'..-1 ,5
;::
C13
'-
a
...
::l
c: 0
C13 :5
.0 'j
:3 ~
o
....
..
(1)
E
C13
Z
'-
(1)
(/)
=>
...
c:
u
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a. ::l
LO g
o '0
'<t
C"') ~
o a.
o
C\l
o
c:
I
'0
~ ~
I'- aI
o ~
'-
C13
:E
(1) N
+-' 0
C13 0
a N
+-'
a
.-1
c..
C)
;::
-c
Cf)
-J
H
~
UJ
a
I
co
o
..
~
....
o
..
...
J::.
QI
'':
~
...
J::.
QI
'':
Ii:
8
- 4" Drop at All Drives
5" 1"
,; ~.-------- 1_'1 /2"R( Wearing
/" ,~', ,;(/,,' -
/. '::::;;:: ~ CD
i-')..;',,'>:...; ---L
~ :;~;::4'~ x x x x x x X x
::,'::::::' '}-V
I' "/'.."" \,.' ='
/. "l",:,,:~ C\l
!< ',:;,:,:,:,::':':',: ::-
:f). : 's;;.; , : ;,. : '
Co -:-- ~:':'::':'::'~:;'
..- '::. ;~ ,'~',',",',' ~ :
/Y//Yh :....:::':::,:" , ,Compacted, , , ,
0.1~, '~' , , . , ,Subgrade, , , ,
):-,1 6" 7" ,
t'" ""'~~'Y~
> ' , , , , , , , ~\>>)>/'YhY^
~' '...;ro0>~~"<f
~ /////Y //'\ //,(//
+-'
a
- -J
>. I
C13 C)
;:: c:
-c '..-I
C13 ~
a '-
a: C13
- c..
Base
STRAIGHT CURB
3'
I r Back of Curb
~/=
7F=:: '<t
A.AA/ J<.. J<.../.)( ^ "'^^ x"'-X
Face ofJ ~ ""-
Curb ..-
- 4" Drop at All Drives
2"R
Surface
6" 2"
I ____
I ! r3"R
,,/', 'I}.,'. ~~ V ..-
~ :'~:':'i,,'~\ ~ L l
N t ~," ':,~" ': '::tl
..- ~ ',"~:',,' :,~::,',',:;,: :~:3>~,',,'t'~::
~:,:,,':,,':',',,',::,::',:,'::':,,',:::,,,,,,,,:,:~,:,:
t ,/y //0 : 4- : ' ' " P: ' ' : " '<1: ' ' " , ' ,~ ' : :4 " : ' ' , ' '
~~,,' '.,~~" "":I-:mpa~ted
~~~,;,wh~;~' , , 'SuDgraae'
'<<'<<'~'~~~~~0~~~
"~~~~0
-
C\l
........
r Wearing
Surface
xxxx
-
'<t
........
..-
I
I'-
Base
NOTE: When used on high side of roadways, the cross
slope of the gutter shall match the cross slope
of the adjacent pavement and the thickness of the
lip shall be 6", unless otherwise shown on plans.
TYPE I CURB
NOTES:
1. There shall be a 1/2" seal joint
between
back of curb and driveway.
2. Concrete in curbs shall be 3000 psi,
with
fiber r esh reinfocaingE' CLEARWATER, FLORIIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
-
CD
Construction Symmetrical
----About Driveway e
-------------l
I. I . I I . I I I. I I .
f- I Z- - - - - -v - ~ r- :
: f- I 6" dia. Steel t- I
. I bollards I .
I - 4) conc, Filled (tYJ)\...; j d> - ,
10'-8" , , ~I I_I
Ll~,' g ~-= I~I
I t.l-g ..Q~ I I
4B" I f- ~ cri 12' (f) - I
Max II- ... clearance min. t- I
00 ~I
I"~. -A~ sWlng gate
I (typ.)
I
1- _ ---- --~ I
I
'--
drop pin hole
(typ. )
Overlap filter material 18"
across top of a:reg~,\
"Y4 '%'V%'0%~'%
'''<<''<<%~''V
"'~~
~
'~~& 0 0
'.1 0 000000
'/, ~o 0 0 0 0 0
'/ 00 12" 0000
, a 0 00 a
o 0 0 0 00 000
_ 000000 00 0 0
- 0 00 0 0 00 000
" ~7ffi_+__~O~~: ~
:< Cl-.Oo I 0 0
'''- aV I "
~~ 0<;0~0000 ~
.~\\0...9-:~00 6" 00000/"
~~ 0 0 0 002!/A..~
'~\."y>)Y/~, /)Y /)Y / Y/~'
<.",-<<V/.\/ ,{\(A..~'0"
"'v' , "' "''>-..''
Wearing
Surface
31 TRANSITION AT DRIVES
.
14'-B"
i I
I
I
,
I
4'
Min.
L
o
PLAN
N.T.S.
.."
...
u
.!
:c
~
Perimeter of aggregate
to be fully wrapped with
Non Degrading Fiberous
Filter Type Material as
Directed by Engineer,
Mirafi 140 N or approved
equal.
...
"
~
'0
c:
o
...
o
~
'0
c:
o
'ijj
..
'~
u
a.
>.
c:
o
,5
'0
aI
u
::l
'0
~
a.
~
Filter aggregate for underdrains shall be
specified in the FOOT Standard Specifications,
Section 901 - Course AooreQate. and shall
be either #6 or #57. If #57 is used, it must
be washed and screened to remove fines.
The aggregate may be stone, slag, or
crushed gravel.
U
.0
~
E
Solid pipe (w/o perforations) is to
be used under drives and roadways,
with compacted backfill.
1
REV.
4/9/02
D"'TE:
REDRA'Mil BY
Novo
CHECKED BY
W,J,S,
APP. DESIGNED BY
C,M.H.
TYPICAL CURB CROSS
SECTIONS
DATi:
2/91
INDEX NO.
101
1 OF 2
Rev. Note.
R.G.
DESCRIPTION
Tie beam with
2'#5 rebar continuous
..
12'
clearance min.
swing gate
(typ. )
6'
~ ~1-#5 at 4' center
~drop pin
1 - ,J (typ,)
Gr::lr1~
I
14" ,
r~J
6-J
/~
~ 3000 p.s.i. concrete slab
with fiber mesh reinforcing
- monolithic, min 6"
thiCkness, 6"x6"/ 10x10
W.W.F.
r:lrade
8'x 16" concrete
footing
wi 2- #5 rebar (typ.)
ELEVATION
N.T.S.
CITY or CLEARWATER, FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
1 4/9/02
REV. D"'TE:
DRA'Mil BY
EoA.
R. G. CHE~~~ BY
APP. DESI~~~ BY
DUMPSTER ENCLOSURE
SINGLE
DATi:
8/01
INDEX NO.
7D1
10FJ
Rev. Notee
DESCRIPTION
..
24"
.0
'-
::J
U
<f-
a
t ,
vanes
~
L i. ~
\~~~~y~y/': ....~
~>>-% . . '...
W . " , .
~
~
,~
%,
,,'
/
Cf)
UJ -
H C\l
0:
~
~
...J
a.. c:
'..-I
(1) :E
(1)
C/l -
CD
I
TYPICAL SECTION
Unless otherwise noted,
underdrain pipe shall be 8"
diameter PVC with perforations
down - See Technical Specificatio s
for details.
REV. 0... TE:
CITY or CLEARWATER, FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
UNDER DRAIN
DETAIL
BACSIt(lgL&URB
REDRA'Mil BY
B,V.D.
CHECKED BY
A,f,G.
APP. DESlrJ,~re ~~
DATi:
:3/00
INClEX NO.
21B
, en
DESCRIPTION
<-<7
'1-'
i'r1ir)
S' ' ~e~'
''r1ir) Ider)t,
, Art ,11l1 St
erllll
St,
Gross Planting or Other
Nan-Wa!k;ng Surfac~
6-
CONC. SIDEWALK
Match Existing if
Existing Sidewalk
Exist. Type I Curb
Gross Planting or Other
ND'-WDlki,g7
6- 6" Vertical Curb
~ in Transition
~~
,r- -
'" -
----~-
I Remove Back of curb..) " Flow Line
if Existing
~
<<:>>
COo
~c:'
4'/5'
--\-
RAMP CURB
.
~~ <<:>
"'00 ~ /-~ ~
'? oS' '-" (" <"
~<::<,<'- ./
o 0,...- 00~, CO~
S' * Q., ....6~ "'Po>
"" ""'6 S'
0",,-,,-5' c{!. ^>~'Q
o~ Ot:-~ o?-lS)
'Q "" c{!.
'?,...-
00
<.<'~
"'9'<"'7-
<,,,",,,
~
.7
-<7
V'
RETURNED CURB RAMPS
If .x" is less than 48" then
the slope of the flared side
shall not exceed 12: 1.
ISOMETRIC VIEW
CURB
TRANSITION
VALLEY
\
./ Textured Surface
/'
GUTTER CURB
DROP
CURB
CURB
TRANSITION
CONC. RAMP
11/) .
1.J-'- I
-,.,
, . .
8 ------'I
BACK
~
I~~
FLOW ~E
ELEVA TION A-A
12: 1 MAX,
OF SIDEWALK
1 ~ I
','~
\
I
,
. I ~I,," ~
I'" . .'
., ,
" I."
,'MII ' ,
4"
NOTES:
1. Ramps are designed to the
Uniform Federal Accessibility Standards
to comply with the Americans with Disabilities Act.
2. Ramps Shall Have a Tactile Surface, Textured to a
Depth Not Exceeding 1/B" by use of Tamp or roller
In Conformance with Reguirements of FOOT
Roadway and Traffic DeSign Standards, Detail 304
Or Most Recent Modifications.
SECTION 8-8
CITY or CLEARWATER, FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
TYPICAL SIDEWALK
CURB CUT RAMPS
PHYSICALLY HANDICAPPED
REDRA'Mil BY
P,W,D,
CHECKED BY
T,C,J,
APP. DESlg~EDHBY
4/14195 Isometric view redrawn
D~Ti:
1/9.3
INDEX NO.
109
t /95 Add 9d note
REV.
0... TE: DESCRIPTION
2 OF .3
NOTES:
1.) WALLS
a.) New construction: maximum 6'-0' high and constructed of
concrete block (8.x8-x1S"), Materials used should be consistent
with those used in the construction of and architectural style of
the principal building. (Section 3-B02 Materials)
b.) Existing: maximum S'-O' high replacement materials can be
made of the same materials as long as they are made of
approved opaqL.e material.
CONCRETE MASONRY WALL CONSTRUCTION
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 specifled in UBC. Section 2404 (f),
during grouted masonry work.
1. All reinforcing steel shall be deformed bars conforming to ASTM A-S15,
Grade SO. Vertical reinforcement shall be placed in the center of the
masonry cell, and shall be held in position at the top and bottom.
2. If a slab dowel does not line-up with a vertical core. it shall not be sloped
more than one horIzontal In six vertIcals (1: 6).
,
3. Horizontal wall ;einforcement shall be standard truss type DUR-O-WALL (or
equivalent) at 16' O.c..
4. Hollow Load-bearing Concrete Masonry Units shall be normal weight
conforming ta ASTM C-90, with a minimum compressive strength of 1,900
PSI.
2.) FOOTINGS
8-x16" concrete w/2- #5 continuous rebar imbedded.
3.) CONCRETE SLAB
Monalithic. min. 6" thickness w/imbedded S-xS-/10x10 welded
wire fabric (W, W.F.), 3000 P,S.I. with fiber mesh reinforcing.
4.) CONCRETE FILLED CELLS
With 1-#5 vertical rebar tied to footer steel at each corner and
every 4' O.C.
5. Mortar shall be type M or S, in accordance with ASTM C-270. Place all
masonry in running bond with 3/8- mortar Joints. Provide complete coverage
face shell mortar bedding, horizontal and vertical.
S. Coarse grout shall confonn ta ASTM C-476, with a maximum aggregate size
of 3/8", B- to 10- slump, and a minimum compressive strength of 2,500 PSI at
28 da ys.
5.) GATES
Constructed of min. 1-1/2- diameter galvanized tubular steel
w/privacy-type slats inserted in galvanized steel mesh fabric.
hinge-maunted on min. 3- diameter galvanized steel post.
(Gates and post constructed and installed per applicable building
code by licensed fence con~ractor).
7. Minimum 3- X 3- dean-out holes (saw-cut) are required at the bottam course
of all cells to verify grout placement. Clean-outs shall be sealed after
masonry inspection-provide" in accordance with ACI 531-4.S, and before
grouting.
8. Prior to grouting, the grout space shall be clean, with no mortar proJections
greoter the ~", mortar drof,pings or other foreign material. All cells shall be in
vertical alignment. and shall solidly be filled with coarse grout as specified.
9. During placing, grout sh.11I be consolidated with flexible cable vibrator. First
grout paur shall be stopped a minimum of 1 - 1/2- belaw the top of the
middle bond beam masonry.
6.) DROP PIN
1/2- dla. 18- long metal rod gate latch. ProvIde 3/4" dla. hole
S- Into concrete for rods. In asphalt provide c 3/4- P. V.C.
sleeve, S- long, or equal.
7.) SOIL
Soil bearing capacity to be at least 2,500 P.S.F.
CITY or CLEARWATER, FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
1 4/9/02
REV. DATE:
DRA'Mil BY
E.A.
CHECKED BY
0,104.
APP. DESI~~~ BY
DUMPSTER ENCLOSURE
NOTES
DATi:
5/01
INDEX NO.
7D1
JOF3
Rev. Note.
R,G.
DESCRIPTION
Overlap filter material 18"
across top of aggregate~ Backfill trench with select
1 L _ \ iL perVi~s materiaL
.,y/>>~~'VJ/.~ ' , ,\" t ' " '/'
'''<&'''<<~,~,~ " . , ' , " '
'V~Y.l varIes,"
~ '" '" ,
,~ L
~ //'o 00 O~OoOQ
'/,. 0 0 0 0 <) <)
~ 000 12" 0000
. 00 " ~
00 0 0 1 00 000
00000 00 0
~oo OnO 00 00 <)
gooc7ffiO~O 0
, ~ --+-- ~
"~O I 00 '/
/.' OV Jo I 0 0 /-
''>:. ~: 0 Q ~
A\"oo:~;o 6" ~.o<)~/)~
~ >..., 0 0 0 00::L.l%'-"',
\..~~, "-",' " ~'x""X:0
'>>>>>>;.0'>>>)>>>>>>>>
" /' /<''<./.' '\ " "<<,,V
Perimeter of aggregate
to be fully wrapped with
Non Degrading Fiberous
Filter Type Material as
Directed by Engineer,
Mirafi 140 N or approved
v-~~~y~y~'
'~\Y%'
~
~
~
,'~
~ Filter aggregate for underdrains shall be as
) specified in the FOOT Standard Specification ,
Section 901 - Course Aaareaate. and shall
be either #6 or #57. If #57 is used, it mus
be washed and screened to remove fines.
The aggregate may be stone, slag, or
crushed gravel.
equal.
Unless otherwise noted,
underdrain pipe shall be 8" min.
diameter PVC with perforations
down - See Technical Specifications
for details.
TYPICAL SUBDRAIN SECTION
NON-ROADWAY
REV. 0... TE:
CITY or CLEARWATER, rLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
UNDERDRAIN
DETAIL
NON-ROADWAY
REDRA'Mil BY
B.V,D,
CHECKED BY
A.f.G.
APP. DESI~~tf ~~
DESCRIPTION
DATi:
3/00
INDEX NO.
219
10F 1
....
VARIES
, ";. ;:/~'.I fT~ M~, ~.. ~ ~~ON JOINT ~
,1,..' ,oC>,o,oC>,o'OC> O'a't> o,lt, v,o, v-
et ,0 t>.o ,Olt>.~ IO't::.'~ ,0/ '.' "01' , I I ,o,c", 0 ,0 t>, 0
'40, dO t> 0.1 P'o/Dt:>. Olt>' 0'
' ' ,I \ A ~ I '6 ~ I \ 11 I) I 'A I) I It, ~ III I. G I
, , \ .... 'A ~
4" CONCRETE SIDEWALK
(PORTI.AND CEMENT CONCRETE, CU\SS 1 W! FlBERMESH)
1, SIDEWALK TO BE MINIMUM 4" THICK CONCRETE. (6" MINIMUM AT DRIVEWAYS)
2. SIDEWALK TO HAVE 1/2" RADIUS TOOLED EDGES.
3. CONTRACllON JOINTS TO BE A MINIMUM OF 1 1/2" AND AT INTERVALS SPECIFIED BY FOOT.
4. EXPANSION JOINTS ARE REQUIRED BElWEEN SIDEWALKS AND CURBING, DRIVEWAYS AND ALL
FIXED OBJECTS AND A T INTERVAlS SPECIFIED BY FOOT.
5. EXPANSION JOINTS SHALl CONSIST OF CONTINIUOUS 1/2. X 6" BITUMINOUS EXPANSION
STRIP.
6. MINIMUM CROSS SLOPE 1/4" TO 1'-0", MAXI~UM 1/2" TO 1'-0., OR AS DIRECTED BY THE
ENGINEER.
], AREA UNDER PROPOSED SIDEWAlKS TO BE COMPACTED PER FOOT STANDARD
SPECIFICATIONS 128-9.2
8. DISTURBED AREAS TO BE SODDED AS DIRECTED BY THE ENGINEER UNLESS INDICATED
OTHERWISE.
9. SIDEWALK TO HAVE BROOM FINISH.
10. CONCRETE SHALL BE CURED PER FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION, SECTION 520-8
SIDEWALK TYPICAL SECTION
NTS
~
1 \
D revision by
& C I ~Y2 POUf/M01l AL
~ CITcr2P1U,rOIl L
Llli C I TOY3 POU'/MO\T AL
D
D
D
klar and kla
arch itects
,
Inc
28473 u,s. 19 n.
cI earwater, fl 33761
z
o
~
o
o
<(
l1J
U
LL
LL
o
..q-
CD
r------
n
n
w
>
0::::
o
U)
U)
<(
CL
>-
co
N
N
CD
--.J
LL
~
0::::
W
f-
<(
S
0::::
<(
W
--.J
U
s
<(
~
>-
l1J
Ct::
<(
U
, \
\ '
"
\ '
.
o Roberta S. Klar
o Steven L. Klar
AA 0002321
o Prellmrnary
~ PermittIng Set
o ConstructIon Set
Date:
Keith Zayac & Associates
101 Philippe Parkway, Suite 205
Safety Harbor, FL 34695
Civil Engineering, Landscape Architect & Planning
Ph: (727) 793-9888
Fax: (727) 793-9855
keithzayac@aol.com
Drawn:
11.12.02
TP / KZ
Sheet:
SITE
DETAILS
C6,
O)
~
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U')
.....J
H
~
UJ
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0)
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en
c::
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---
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t...
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en
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o
t...
0...
I
RING - HALF PLAN
-
C\l
t...
o
36"
-
q-
---
C')
. 23" ~
4 21"
Machined Surfac
/
.-
~
t
N
l"-
/~
1'- " " "
-
0')
" t...
~,~ ~
:'\. "-"-1-
RING - SECTION
Minimum Weight 7" 232 lbs.
9" 278 lbs.
Filter fabric Mirafi ~
01
Wire wrap filt~
fabric to pipe
S I f ~OO Compacted Fill
ee p an orI16~'1 M 8. Sod
Elev. ___I ax, .
~r1~' i ,0),":\ ~< t"1",, ~, .;,~. '~;9r~~, . ,,~'
" ~~l 'Ii ,~'1:.,,: ~~X1' ,~, f,&~~''', ."
..~! / ....,.,~"'~~~~IIj(! III.':' ~'l'I ~'~~4.~~ .
~. 6'. ~........~~ l.t'9 ,~ , , ..\h.......,..
---,t' ~8 Anchor ROV~;'I'~
Yi 10' O. C. .,f:'~'
lJ ".......
_--=__ _~: F~lter X At Each Jowt ..'-,to;
------~'r" per Detail
g> .~ --- - ----r :',:; /
.~ , p~
~ ~ ~~, Y --
cS j ~ "'- ~ 3' ~
X " .i~~il"r X "brie "il 1[[
I ~ =-tr X I 314 'I 5' 6' Anchor pile replaces
~8J Cone. anchor when
6 S I f~ Y 18'110112 14 Specified by Engr.
i: ee p an 0
'0 Elev. ELEVATION
Cl
~
~
---
..
(.)
..
(])
E
C1:l
Z
c::
C1:l
.D
t...
~
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(])
E
C1:l
Z
t...
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en
~
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c..
co
o
q-
C')
o
o
C\l
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I"-
o
t...
C1:l
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+-'
o
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....
o
i:
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"0
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e!
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I
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.-
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~
N
o
o
COol
.-
~
01
'C:
~
o
u
X
~J
~--
"
" '
1
ANCHOR ROD
.
F;r'k
.: ~' ,t.'
,,,' I
,Ho'
',I rj:
.JII ."
~jl 'j~
" ,,'
",'.:1"
-,-
~~
,.,
. ,'1
',~': ~
I . ~ _'
','", C')
, , 1
~~
NOTE:
\
\
#8 Anchor Rod wi
2 Coats Bitumastic
10' On Center (Typ.)
All concrete to be
3,500 p.s.i. at 28
day cure, with fiber
mesh reinforcing.
1-1/4"
-
co
P117 ~
5/8"
Min. 4 Required
~
~ R W -1~
<(, ODD )-
" ~
<..> ST 0 RM ::0
o 0 0 0 0 0
SEW E R 0
ODD 0
o f: L ~D
Non Skid
Pattern
Required
/
Requirec:r--
o
SOLID COVER
-
o;t =
---C\l
C')
, t...
I" 22 - 3/4 " " I .- 0
~:7~
Machined Surfac
SOLID COVER SECTION
Minimum Weight 128 lbs.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REV. DATE
REDRAWN aY
Novo
a-IECKED BY
I'U ,s,
APP, DESIGNED BY
D,G,e.
STORM SEWER
MANHOLE COVER
DESCRIPmON
3'
I
4" Thick concrete collar
with 2 mats of 6 x 6 #10
welded wire mesh
",~': 0:
,'; ,~' ,
, " , .' ''IliII I, .. " " " .. '~':
'_ 'Ilf.' "'" . , ' ,
, "
, .
,
I-- Place D. I.
bell in RCP
bell when
feasible
RCP
~ Wire wrap
fabric to
filter
pipe
;
I . . ' .
I I .., .1' #I,' \
I J ,4.1. '.'
, ,
.. ,,. I'
, .,
, "
I ,a,
"
i
, ' .
" , ~
Hydraulic cement around
perimiter of annular space
at interior joint
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REV.
REDRAWN BY
8\1)
a-IECKED BY
AC
APP. DESlwsa BY
DUCTILE IRON TO RCP PIPE
CONNECll0N
DATE
DESCRIpmON
:-l..~;, ... ~<..l ~ 1
-- .... .. ~ " "" ,"" " ' .
Ll'l .. '.".. ," T
Lt) d',"" ., I,"
, 1. 4: ,.' T
I " ' " ,'" '4
" '. , '~'.
I --1
JOINT DETAIL
~1 ~ I
?':';4:':'~ ,~': ~~ ' ': '
',~~ \' " ~
~'" ,"',"<7;:;;
'7 4"
1 718~ II: " .. ", ::' ;41,~.' Ll'l
.-,
I
>.'~:,~: ~~ l-'-;~o:: :~l. "\~ ':7, ':l''::'.~~':. ;'!i',~'.)':";)
1 5/8"
f\ f\
TD" '[1'I'I{ I~' '1'1''[1'1 '("I"
:111 rlLll6~ IT
~ I I I I I I I I I I I:
11 I I I I I I I I I I,:
~:
; I I I I I I I 1 I \ I
~~ I I I 1 I I I I 1 I 1 -::
-=-'11 III1II11
1+-1 U UJ U I~
t I, 1".1...1 1,..I.ll.JJ l. .~'
2 1/2"Clear t
. (Typical)
h .-.---. > .-.-.. -.-f
y ("'" ''''''''''''''m.''''m'~
:(,1;\ ("1''\:
'. !:8:l ' : !:8:l ::
_r...!.) i ~'1"1
w
,
-I
J-
,
REV.
4/9/02
DATE
REDRAWN BY
0, King
R,Q. a-IE~KJD S ~Y
APP, DESI~~e~Y
Rev. Nate
DESCRIP1l0N
DATE
3/00
INDEX NO.
201
1 OF 1
010 TE
09/11/01
INDEX NO.
228
1 r:1F 1
~
---- -- - --......
-- --......
See Index No.
201
~
-LI
Varies
~
I~
At Terminal
Manhole
Clay Or Cement
Brick Masonary
t
I ~/~ ''( /
) II --... C - '7
( I \ ~- /J I J / ?
I ~~ ~"~ /
r-- _ ---
r--- - - C----
~~
PLAN
I
A
Shallow 0' - 4 I
Standard 4.1' - 6'
Deep 6.1'- 10'
Deep 10.1' - 14'
2 '_6"
3 ,_ 6"
3' -6"
3 '_6"
~
~ Bottom Of
(/ Corbel ~/'
// "'/-
r V "D" Min. /V
8"-// //-8"
,~ Or To Suit Pipe ~
12"/V/- ::=: -t:01- 12",
f (( "E"~
6'~ // >~ j~
7/ " .
I~:." ,'., ~:~': :.' "'f I': ,'" ,"i:"":""':",' f!\: ;.'4.' ':~: --u:T
,~, ,~:"", ,~'?:~"""....~. :~",: ,,~ ~
SECTION A-A ~ "G"
..c::
- +-'
(.) a.
(])
o
-
c::l
A
I
I
Square Bottom
Permitted
B
C
4' Max
6' Max
10'
14'
F
G
#3 at 12"
#5 at 10"
#5 at 10"
#5 at 10"
E.W.
E.W.
E.W.
E.W.
NOTES
1. All concrete to be 3000
p. s. i. ,
with fiber mesh
reinforcing.
12"
24"
D
E
24" Max
30" Max
48" Max
48" Max
8"
8"
12"
12"
Aluminum Skimmer
""
I
N
.-
7'
7'
3' -6"
4'
4'
5'
.
o
.-
1
'in
Weir
to '--.....
10
d
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
, 4/9/02
REV, DATE
REDRAWN BY
Novo
R.G. a-I~C~~ ,BY
APP, DESIGNED BY
D.G,e,
DATE
3/00
INDEX NO.
202
I
N
Concrete Pad - ~
Under Skimmer
Rev. Not.
STORM SEWER
MANHOLE DETArL
DESCRIpmON
1 OF 1
I
I
I
I
3'-4"
4'-4"
I
to
'-
tJ) I
I 1 U)
to N..-
'- @;:;-
m (\)
u Ul (
o ....
Co 0
tIl CD 'C
-'- ..- N C
"... N N ciS
.
CX)
(OlJtfall Pipe
15" Minimum
7'
,
---t- f-2-1/4"
-
2-1/4"
--H-
---
.-
..--
1
.....
1
3' 0"
'C
C
o
In
I
to
1
"v
-::..
- -- It
B"
I--
TYPE E
Straight Bars 2" x 3/16"
Reticuline Bars 1-1/4" x 3/16"
Bands 1 -1 /2" x 1/4"
Approx, Weight 215 Lbs.
8"
~
I
I
10
Design High Water Level3~ PLAN" VIEW
Top of Book ~ 39.0 5-3/4 ~
\6" Freeboard Grate = 38.5 I
Water Quantity
Weir = 38.0
t Water Quality
L Aluminum
Normal Water Level
Skimmer
Pond Bottom = 37.5,/
(Outfall Pipe
15" Minimum INV. = 34.5
"::~ & NOTES
I _. 1. Fasten skimmer with 4 stainless
(~ steel bolts wi lead anchors
2. Seal all edges of skimmer at
contact points with structure with
waterproof caulking or approved equal
& 01/011/2001
REV, DATE
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
STORM SEWER
OUTFALL CONTROL
STRUCTURE
WI SLOT OR V-NOTCH
Add.d not..
REDRAWN BY
Novo
AC. a-IECKED BY
M,D.Q,
APP, DESlr.~, BY
DATE
6/00
INDEX NO.
216
1 r:1F 1
CROSS-SECTION
FOOT TYPE E INLET (Modified)
DESCRIPll0N
t.-,bo.RWA I~
v\" D <.;-?
CCCCC
DD[]DDDD
d STORM b
[][]D[]D[][]D[]
D[]D[]DDDD
g
"'L.OR \ O~
COVER PLAN
[~
&
1 "10t"l--.L
~--T~"
COVER SECTION
NOTES:
1 - LOAD RATING TYPE M HEAVY DUTY
2 - TOTAL WEIGHT: 195 LBS.
3 - COVER WEIGHT: 105 LBS.
I 511
F
~I~
(\j :: I'" r
~ @ M... f "
51 @ ~ -0
I U rn 0 5
- 8. a CD CD
N U1 CD
...tl!) ,
..... .-
TYPE C
Straight Bars 2"x
Reticuline Bars
B d 11" j"
an s -'2 x 4
Approx. Weight 100 Lbs.
3"
T6
11" 3"
"4 X 15
2'-4"
I
o
1
i-r:l
_ 2. 11. 11. 2"
~~l ~ M ~ ~ IE "'
-
T c:::=:=) c=:::::>
c:::=:=) c=:::::>
1 c:::=:=) c=:::::>
-L- c:::=:=) c=:::::>
:: ~ c:::=:=) c=:::::>
~ I c:::=:=) c=:::::>
E3E3
1 c:::=:=) c=:::::>
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MI~T ~ ~
NOTES
1 . Where roadway base is 8 II or thicker use 9" ring I
all other cases 7" ring is permissible.
2. Manufacturers model of storm ring and cover to
be approved by City Engineer.
3. Perforated covers, when required shall be simil~,
to solid covers.
I. - -
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NON - PENETRATING
PICK HOLE
& il1/09/2002
REV. DATE
3'-4"
1"
24'
~l!)
I
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2'-0"
8.
-
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2" Cl.
--l -
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---.
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TYPE C
VI
D
revision
by
L
FDOT TYPE "C' (FDOT NO. 232)
26~"
20~"
& C I T/2 S~3BrOI;
~ CITd2l1U~rOI3T L
~CITY SUBMIT AL
03/07/03
D
D
D
klar and kla
22~"
RING
arch itects
.
Inc
28473 u.s. 19 n.
clearwater, fl 33761
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
NOTES 1,2 ill J
DESCRIPllON
REDRAWN BY
AC. D, King
AC, a-IE~~D :''1'
APP. ~~~~UNBDY,
STORM SEWER
RrNG 8. COVER DETArL
DATE
3/00
INDEX NO.
20J
Chan~. Rlnll ill Cover
.
IX)
a
.....
1
i-r:l
2t
----t+
5-3/4" Eye Belts Per
4'-4" :,"1 rFDOT Index 201
3'-0" I~ jy- _ ~p~Bank
" :t---.- Inlet Wall
t Steel --/ c -r- -ff- I 2"
-.h ~rate 1
-I. 2" CI.
1- ~l :
) l~t'
/ / 8""'/ L#4 Bars
~ Basin L rr @ 12" Ctrs.
Cone. Pad "()
Side Slope 4" Min. Install 6 MIn.
4: 1 (Typ.) Gravel Bedding
3'-4" J"
2'-0" II~~:
Grate - ...A I
0- -- 1+
'- Eye Bolt
~ See Index 201
~n.. ~#4 Bars @
12. Ctrs.
8"
-=--
Recommended Maximum Pipe Size:
2'-0" Wall-18" Pipe
3'-1. Wall-24" Pipe
or ,
M
IU
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1 OF 1
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~ __ ,6 ,s,!!,' ~II ~/16" ""~ '" ~ -~
- i~' c::::-........ 'r "....'
~ ;: j.." CAP ~~,L ,~.: I,' =
DETAIL (4)#4 Bar '",It.'" DETAIL (4)#4 Bar_ t::,~, ',1' ~
Conhnuous 'II: _ ~I: ~,' I'
- L:~ .,,4'01"
'" .. '" :"
ANCHOR "'-'-
DETAIL TII.21/2"
I I Clear
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
RETAINrNG WALL SYS~EM :~TE
Typical For Clwr. Harbo 'IND~X ONa.
Channels 8. Ponds 229
NOT FOR GULF BEACH USE 1 Of' 1
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AA 0002321
o Preliminary
(;{J Permitting Set
o Construction Set
Date:
Drown:
11,12.02
TP / KZ
Keith Zayac & Associates
101 Philippe ParkWay, Suite 205
Safety Harbor, FL 34695
Civil Engineering, Landscape Architect & Planning
Ph: (727) 793-9888
Fax: (727) 793-9855
keithzayac@aol,com
Sheet:
SITE DETAILS
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RING - SECTION
Minimum Weight 7" 232 Ibs.
9" 278 Ibs.
NOTES
1. Where roadway base is 8" or thicker use 9" ring,
all other cases 7" ring is permissible.
2. Manufacturers model of storm ring and cover to
be approved by City Engineer.
REV.
3'
~I
Approved barrel jOint seals are
"O-Rings" and "Ram-Necks",
Two continuous rings at all
joints.
I--
I--
I--
Poured Encasement
%
~
V
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~B 11r.
"rIt' ""
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',',~,',',',',',',~','f":,
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4' Min.
8" Brick
:JIzOzr\:ii:t::
"'''''''''''''''''' ",,,,,?i,,,,,,,,,
--'------f--
Grout flow Chann.~
NOTES
1 . Precast manhole drop may be approved by City
Engineer. Shop drawing submittal required.
2. Drop required when 2' or over.
3. Manholes shall have an interior and exterior coatir g
of at least 15 mils dry thickness PROLO EP214-351
Epoxi-Mastic or Koppers bitumastic black solution
300M.
REV,
DATE
Lot
2' I
-,
----
v
1 \.
-----------l--------Water
Cu rb'-.J t
/9 wm
I
I
Main---,-----~---__________
u
.S
I
I
I
@ :
Water SerVice-....... :
( Ty p. ) ...............,
I
I
I
San.
2l
u
2l
:2
~
1-1/4"
-
CD
P1 (7 ~
~
Require~
~
R' !1
~ W-1
<v 000 l'
'-J (\
OSANITARYAJ
o 0 0 0 0 0
J)...s EWE Ro
o ODD 0
Non Skid
Pattern
Required
OF L ~o
SOLID COVER
-
v =
---C\l
C")
I L
.'---10
//////777:7
---- fJ lA f
Machined Surfac
/'
22-3/4"
SOLID COVER SECTION
Minimum Weight 128 Ibs.
CITY OF CLEARWATER, FLORWA
ENGINEERING DEPARTMENT
9/25/96
R EDRAW~ BY
Novo
CHECKED BY
W,J,S.
DESIGNED BY
D,Q,B.
1 OF 2
Deleted Sheets 2 & 3
W,J ,S,
SANITARY SEWER
MANHOLE COVER
DATE
B/91
INDEX '<<),
3D1
DATE
DESCRIPTlO~
APP.
~ See Index No. 301
layers of brick
Concentric cone (Flat cover
on shallow manholes 0' to
4' depth)
Steel reinforcement
2' jOint in pipe entry
(Typical)
P.V.c. pipe requires manhole
adapter coupling by Flo
Control, Inc., or approved
water stop coupling.
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
DESCRIPTlO~
REORAW~ BY
Novo
CHECKED BY
'//,J ,S,
DESIGNED BY
T,C.J,
2 OF 3
APP.
PRECAST
SANITARY MANHOLE
DETAIL
OUTSIDE DROP
DATE
9/91
INDEX '<<),
302
Lot
Lot
f' r /w line
f
----------------------------------------
"
- c:
0..-1
"'-::;E
o
M.H.
/
~ Sanitary Lateral
( Ty p. )
...
c
~
""Q
I:
C
...
C
~
E'
r/w linV
wm a I
2li-
-{ -10'
I
...
o
I:
o
'iii
.~
Q.
NOTE: SANITARY LATERALS TO BE
WITHIN 10' OF CENTER OF LOT ON
DOWNHILL SIDE OF CENTER OF LOT.
....
::J
o
.s
'i
PLAN VIEW
Rim M.H. ~
ct of Street
Water Main
,.
f
Sanitary
PROFILE
REV,
DATE
Curbr'\,
f'Sidewalk
I
J
2' joint in pipe entry
I:~ Side Lot Line Lot
( Ty p. )
Main
~
DESCRIPTION
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
REDRAWN BY SANITARY LATERAL DATE
B,V.D. 06/30/94
CHECKED BY LOCATIONS [NDEX '<<),
3,05
APPROVED BY
G.C,H,
APP.
2 OF 2
/.
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T
25 3/4" -__1 I
29 1/2" -1
24"
2 Non-Penetrating
Pick Holes
~Il
{ \
NOTES
1. U.S. Foundry No. 117 Ring And BL Cover, Or Equal.
1"x1/8"
Stainless
Steel Strap
RING - SECTION
Weight 85 Ibs.
....0 .
G>. ~
~~ 19
<?>c9
(Xc9.......
,
/
,...",...,..
~~4
f-
f--
~
\\'
"
I
-/- 5" min. wall thickness
type II acid resistant
I cement 4000 p.s.i.
2" /ft min. \..1 ~ Grout fill opening with
~ , non-shrink mortar
~
~
7
',,////
r. ,
".,',"
"
Use 3/8" Red Head Anchor
to attach to existing wall
STRAP DETAIL
NOTES
1. P.V.C. pipe entry requires manhole adapter coupling
by FIo Control Inc., or approved water stop coupling.
REV,
DATE
DESCRIPTION
",
.. ,
,
CJ 0 0
o 0 000
0000000
0000000
0000000 (
0000000
0000000
o 0 0 0 0
000
SOLID COVER
/. 25 1/2' -l
-LT-
~t
-
C\J
--
SOLID COVER SECTION
Weight 120 lbs.
APP,
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
RED~~~~ BY SANITARY SEWER 4~~;
CHECKED BY MANHOLE COVER INDEX ~O.
R.C,S. CAST IRON 3D1
DESIGNED BY
U, S. Foundrv
2 OF 2
Mechanical Joint Tee with
Compression "a" Ring with
branch cast into manhole
wall
/
PVC Pipe - ::r.,"" /(
-~Uitable.h ',,' ~ D.!.
~~~e T~~. b~/
'\rr J '\
lLJ
'",
SECTION A-A
REV,
DATE
DESCRIPTlO~
UNDERDRAIN
CLEANOUT DETAIL
~'7 'II'),."""~';:~
Concrete Pad 4"
Thick x 1'-6" Sq.
6" or 8"- 1/8 Bend
Plug if at Terminal
End of System ~
-
Note:
~
.
'l
- pvc Wye J
6" or 8"
Cleanouts to Face Upstream
n.t.s.
Pipe } If Sewer is PVC, a
0.1. to PVC
L ~ ~ Adapter shall be
~'~ used.
00'
L Q)
ocr:
a.
N~
Cl
'( Stainless Steel
"Straps - See Detail
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
APP.
R EDRAW~ BY
NOvo
CHECKED BY
W,J ,S,
DESIGNED BY
D.G.B.
3 OF 3
INSIDE DROP
DETAIL
SANITARY SEWER
DATE
8/91
INOEX ~O,
302
~ Brass Cleanout Plug
~ IV~~':J
~ ,V).,~ 'VI' ",'
~
A
~
T
J
-
...
/6'
Flow--- J..
~
REV, DATE
DE~P1l0N
or 8" PVC Underdrain
Low End
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
STANDARD
UNDERDRAIN
CLEAN OUT
(STORM)
REDRAWN ay
B,V.D,
OiECKED BY
IoA,D,Q,
APP. DESlrr.~:
DATE
3/00
INDEX NO.
221
10F 1
r Clean out Plug
u ~l .......... '''VA'
.....VIo. .......".. ~.i
Concrete Pad 4"
Thick x l' - 6" Sq.
L<::
P1
I---
6" or 8"- 1/8 Bend
/J_
1]1
-
>..
[
II
....
Sewer Main ~
~
CLEANOUT DETAIL
N.T.S.
ct
Varies
.
...
\
. ;7
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'~~ J.-. ~
<~~<.~ ~~,~
~~. ~ ~~
v~~~
SECTION
NOTE:
All lateral materials, including
approved Cleanout hardware, are to
extend to the R/W or to the easement
line as noted.
-
C\l
---
6 revision by
& C I Tl2loU:rOI2T L
~ C I TOY2l1U'/MOI3T AL
& CITY SUBMIT AL
03/07/03
6
6
6
LI- 95/8" -I
~/////~
I
..
10 518" ===11
9 7/8" i
ry
~7J
..
Plug
(See Note)
-
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C")
A
//]
V
~y
klar and kla
..
8"
..
13 1/2"
CLEANOUT PLUG DETAIL
NOTE:
N.T.S.
Clean out plug to be
U.S. Foundry 7621
or equal.
arch itects
.
Inc
28473 u.s, 19 n.
clearwater, fl 33761
CITY OF CLEARWATER, FL0RIDA
ENGINEERING DEPARTMENT
REV.
R EDRAW~ BY
Ao
CHECKED BY
W.J .S,
APPROVED BY
T.C,J.
DATE
11/07/95
INDEX 'K),
304
1 OF 1
STANDARD
CLEAN OUT
(Sanitary)
DATE
DESCRIPTlO~
APP.
Finish grade to
allow 0.4' min.,
1 .0' max. fall
from property line
to DaCK or curD.
R/W
I
18" min. L-
-- 24" max. I -
I
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-"', r<<,'<....,"$.' I .~",I(. '
1 W;~~')' I I ,
- ~'(/,.(~/~ ~ ",-cleanout
30"-36" or as/ LJ
Directed by I ~,
the City -
~-
7~
~ CITY OWNED AND
MAINTAINED
sidewal!1
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AND MAINTAINED
-.J
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6" Service Lateral
~
0:::::
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0:::::
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Maill
ANY VARIANCE MUST HAVE WRITTEN
APPROVAL OF THE CITY ENGINEER.
s
<(
~
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REV, DATE
REDRAWN BY
B,V.D,
OiECKED BY
\I.D.Q.
APP, DESlrT, 3:
>-
W
CL
<(
U
DATE
5/22/00
INDEX NO.
305
1 OF 2
STREET LATERAL
DETAIL
DE~P1l0N
BLOWOFF DETAIL
, .... -0/' ~.(
Water
Valve Box
~
4" Gate
valve~);
n.t.s.
Meter Box
~
~
I....
~ 4" 0.1.
~
D
D
fl
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~-
Water Main
~ 1
ria rl= _
111111 I II II II 1 1111111
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e
[ ~~
900 Bend
MJ X SLIP
AA 0002321
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
D Preliminary
~ Permitting Set
D Construction Set
Date:
REV, DATE
REDRAWN BY
B,V,D,
OiECKED BY
G,C,H,
APP, DESlrw. ~:
11.12.02
TP / KZ
DATE
09/16/99
INDEX NO.
404
10F 1
BLOWOFF
DETAIL
DE~P1l0N
Drawn:
~
1 \
Keith Zayac & Associates
101 Philippe Parkway, Suite 205
Safety Harbor, FL 34695
Civil Engineering, Landscape Architect & Planning
Ph: (727) 793-9888
Fax: (727) 793-9855
kei thzayac@ao1.com
C7,
Sheet:
SITE DETAILS
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B-25008 or approved equal
(5)
3/4' brass quick connect
plug adapter, Goodyear opening over
part no. 1163,61, or quick connect
,,,,,,,, 'q'" ~ \
,~<<<.,(~/ " '7' , "x' , " "
/~'V)0~" " "
,t...,/ A'<<'"/.(V ' ,
~~~'\:.~',,' ~\"
~/"~/''l'~IJ~ /-.1':."'"
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1/.
(4)
3/4' brass quick connect coupling
body, Goodyear part no. 1163-60,
or approved equal
(3)
3/4" brass nipple, male IPT x malE
GHT (garden hose thread) Goodyear
/ part no. 71GH-12-12, or ap,proved
equal
(2)
3/4' Phil-mac purple handle
r ball valve, MIP x FIP, part
no. Phil-mac 965323-PHBC
"!(/-!/
'0):
~
l' or 2' Ford curb stop
compression x compression
with lock wing #BRW 44-444W
with "reclaimed water" stamped
or approved equal
l' poly pipe HDPE 3408, SDR 9
Saddle (if req'd.)
See note 2 -,
Reclaimed
Water Main
j
COR box 13"x 24" x 12' deep
H.D. lid bolt down type wi
stainless steel bolts, reclaimed
"purple" lid.
(1)
Phil-mac coupling, FIP x CTS,
(with insert) part no. Phil-mac 937833
~
,~
./"~ ',' 1"$
, .;:.'\.
, ~""t .
( (
-~"'l"i'
" / ,,'"
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10 3/4" couplin
, ,
1"x 1 "x 3/4" brass tee
""",.
RESIDENTIAL RECLAIMED WATER CONNECTION
-
NOTES:
1. If a customer does not have an in ground sprinkler system, item (1) is
replaced with a 1" Phil-mac blanking plug, part no, Phil-mac 8039.
2. Saddles required for all service connections to 4" PVC mains; for
2" service connections to 6' and larger PVC mains.
3. Saddles shall have double stainless steel straps with epoxy coated
ductile iron body.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
RESIDENTIAL RECLAIMED
WATER CONNECTON
DETAIL
REDRAWN BY
S,K,
CHECKED BY
R,F,
APP. DESI~~ .BY
DAlE
10/29/02
INDEX NO.
501
1 Of 1
1 10/99
REV. DAlE
Cu.tom... Supplled
DESCRIPTION
AB
TYPICAL
SECTION
NOTES:
1. 2" PVC CONDUIT TO EXTEND 2' BEHIND BACK OF CURB, BOTH SIDES OF ROADWAY (NOT
REQUIRED ON SERVICE REPLACEMENT).
2. PVC CONDUIT TO BE MIN. 18" BELOW THE SURFACE MEASURED FROM TOP OF FACE OF CURB.
3. WATER MAINS TO BE MIN. 30" BELOW GRADE and APPROX. 4' BACK OF CURB
4. CURB STOP TO BE LOCATED APPROX. 1 FOOT BACK OF RIGHT-OF-WAY.
5. SERVICE LINE TO BE MIN. 12" and MAX. 18" BELOW GRADE.
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L
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c::
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rl
:s:
-..
L
>.
ro
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ro
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ro
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en
- 1'-
---j l'
-i
- \-2'
I~~ '~,
1 I . ',I'.,. ,', \.
'" ":-.:.:
i1!iii
12"-18"
~
(Typ. )
I
'A~~'~''': I
t
1
18"Min.
~
''''Ir:, I
,', '
,.',',\....
I'
30" Min.
I
~;.~/~~.r:'~
---.
-
-.
~ Curb Stop
(Ty P . )
~
3/4" Polyethylene
Water Service Tubing
in 2" PVC Conduit
(Typ. 5/8" meter)
Threaded ~
Corporation Stop
(Typ. )
Water Main
1 12122194
REV. WATER SERVICE
TUB I NG TYPE.
DE9aRlPTlIlN
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
WATER MAIN
SERVICE LINES
TYPICAL SECTION
REDRAWN BY
M,J. P.
CHECKED BY
DAlE
01/15/92
INDEX NO.
401
2 OF 3
GCH
REV. DATE
APP'. DESIGNED BY
P.V.C.
PIPE
RESTRAINT
Ii
.5
THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS:
1. BEND - INLET AND OUTLET
2. TEE - OUTLET BRANCH
3. OFFSETS - INLET AND OUTLET
4. CAPS
5. PLUGS
6. DEAD ENDS
7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS
i
]
:i:
~
14
L --I ~ Megalug Restrainer (Typ,)
...
o
S2
'tl
C
o
l..
o
S2
'0
C
o
'iij
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'~
..
a.
,
I..
. ~
( "" ,
Ebba 1500 Series (TYP'~ ~ ~
...
:>
o
:5
'j
~
o
...
ON ALL TEES, A MININU~ OF 5' SHALL BE
RESTRAINED ON EACH RUN LEG
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft.)
FIGURES BASED ON 30' DEPTH BURY, 150 PSI TEST PRESSURE.
8' PVC MAXIMUM SIZE USED IN SYSTE~
NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE
BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT
BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500
RESTRAINERS.
~
o
,5
]
u
:>
'tl
e
c.
1!
1!
NOM.
PIPE
SIZE
4
6
8
ELBOWS (deg.)
VALVE
TEES
BRANCH
28
47
66
REDRAWN BY
B,V,D
CHECKED BY
DEAD
END
~
E
11 .25 22.50 45 90
2 4 9 21
3 6 12 29
4 8 16 38
THRUST
RESTRAINING
DAlE
9/02/99
INDEX NO.
403
lOF 2
...
C
..
E
:>
~
'tl
<II
:s
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATIO!N
ENGINEERING
46
65
85
'0
~
o
a.
o
C
I
'tl
~
..
<II
1!
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..r::;
OJ
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APP. DESIGNED BY
(i.C.H.
REV. DAlE
DESCRIPTION
...
..r::;
OJ
'C
~
o
u
SERVICE CONNECTION DETAIL
NOTES:
1. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.O.W., APPROX. 4 FT. BACK OF CURB
UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER.
2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE
SHEET NO.3). THESE SERVICES TO BE CONSISTENT WITHIN THE SUBDIVISION. DRIVEWAYS
SHALL NOT BE BUILT OVER METERS.
3. ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR @ 150 P.S.I.)
UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE
TESTING and CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES.
4. TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES.
5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4" PVC MAINS. SADDLE IS
REQUIRED FOR 2" SERVICE CONNECTIONS TO 6" and LARGER PVC MAINS. LARGEST SERVICE
CONNECTION TO A 4" MAIN IS 1 1/2" and LARGEST TO ANY MAIN IS 2".
6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36".
Threaded Corporation
MUELLER H15008
or approved equal
(Tap at 450 Angle)
Stop
/
-~,..'"
',',\.
~ ...-:::;;;;;;;; ',' " ,
~../.. ,I,.
Curb Stop
MUELLER H14350 with Lock Wing and
Compression inlet or approved equal
Saddle if Required ~
See Note 5 ~. ~....~
1"1 ':',;,+
~/~~
( 'X'
~' '';ji3
~
Water Service Tubing
Driscopipe 5100 or Endot/Yardley
Blue Jet, SDR 9, 3408 Polyethylene
Saddle shall have double
stainless steel straps
with epoxy coated
ductile iron body.
-
Water Main
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
1 12/22194
REV. WATER SERVICE
TUB I ~G TYPE
DESCRIPTION
REDRAWN BY
B.V.D,
CHECKED BY
DAlE
01/15/92
INDEX NO.
401
1 OF 3
GCH
WATER MAIN SERVICE
CONNECTION DETAIL
REV. DAlE
APP. DESIGNED BY
TYPICAL VALVE SETTING
n,t.s.
:-....
/~
C/l
c:
,~
ro
:::E
"^Y~
AdjUstable~
Valve Box ~
i'~V
L
c: 0
'..-l 4-
:::E L
(\)
- >
CD 0
, U
4-
N 0
When Valve Occurs in RoadwaY,~
set Base on 10-Common Brick.
) \~
~1lI11 II II II nj:{/
:p ~.~~.
;-... '" ~ Water Main
Mech. Joint Valv~ ~
Restraining Joint
..c:
~
a.
Q)
CI
~
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL VALVE
SETTI NG
CROSS - SECTION
REDRAWN BY
B,V.D,
CHECKED BY
DAlE
01/15/92
INOEX NO.
402
1 OF 4
REV. DAlE
APP. DEs:r~~:r
DESCRIPTION
DUCTILE
IRON
RESTRAINT
PIPE
THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS:
1. BEND - INLET AND OUTLET
2. TEE - ALL BRANCHES
3. OFFSETS - INLET AND OUTLET
4. CAPS
5. PLUGS
6. DEAD ENDS
7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS
Restraining Gasket
(TYP~
L--I~
Thrust Restraint (Typ.)
~ I
~
("" .
~. y
ON ALL TEES, A ~INIMUM OF 5' SHALL BE
RESTRAINED ON EACH RUN LEO.
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft.)
~ = CONTACT ENGINEER FOR VALUES
FIGURES BASED ON 30" BURY DEPTH, 150 PSI TEST PRESSURE
FIGURES DON'T APPLY TO POLY WRAPPED PIPE
DO NOT USE FOR
VERTICAL OFFSETS
NOM.
PIPE
SIZE
4
6
8
12
16
20
ELBOWS (deg.)
VALVE
TEES
BRANCH
18
30
42
*
*
~
THRUST
RESTRAINING
DATE
9/02/99
INDEX NO.
403
2OF2
DEAD
END
NOTE: THRUST RESTRAINT ON SLIPJOINT DUCTILE IRON PIPE SHALL BE U.S.
PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST-GRIP
GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE
IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS
AND MECHANICAL JOINT FITTINGS.
11 .25 22.50 45 90
2 3 7 17
2 5 1 0 23
3 6 12 30
4 8 17 42
5 10 22 53
6 13 26 63
30
42
54
76
97
117
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REV.
DATE
APP'.
REDRAv.N BY
B.V.D,
a-tECKED BY
DESIGNED BY
G.C,H,
DE9aRlPTlIlN
~
FWJ
~
~
o 011111
T
L revision by
& CIT1Y2?~:rJ2T L
~ CITti2 ?1U'/MOIj AL
~ CITti3?~'rJj AL
L
L
L
'!--
100 0
.l--
o
IlL
III[ -
LJ.I
o
If
Top
View
Approved Backflow
Prevention Device*
Water Meter Connection
Flow
Ford RegulatorAdaptor
/ ~~
me-
LJJ~
~
Ford Angle
Valve (Typ.)
r-1
----.... ~
~ --
~~ Meter
...
klar and kla
r
lit
~
e-
<D
E <D
0-0
+oJ 'rl
c/)C/')
~
u
If
C <D
.rl 'U
ro .rl
:;EC/')
Brass~
Nipple
y\/
12 "
I
~i
arch itects
.
mc
TYPICAL SINGLE DEVICE
3/4" and 111 MODELS
28473 u.s. 19 n.
clearwater, fl 3376
NOTE:
Device must be installed level.
* APPROVED R.P. DEVICES
Hersey,Beeco Model FRP II
Watts Modal 909 or 009
Conbraco 40200
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
RED~~ BY TYPICAL METER SETS WI
CHECKED BY BACKFLOW PREVENTERS
3/4" and 1" MODELS
* APPROVED DOUBLE,CHECK VALVES
Hersey-Beeco Model FDC
Watts Model 709 or 007
Conbraco 40100
APP. DESIGNED BY
DAlE
02/94
INDEX NO.
405
1 OF 5
REV.
DAlE
DESCRIP110N
b
mee IQllXlI: :ll U:Q:
Tapped Flange -./ l~ Brass Nipples 2" Backflow
Ball Valv/~~ r (Typ.) / Preventer
I _~
/' 11II III~r tJlJI)~1
900 Brass Ell-""
~lC
-~~ -
;:::~
l~ "- Tapped Flange
~~J "- Ball Valve
111111 I,
- ~ 900 Brass Ell
J
Flow
-
BYPASS DETAIL
z
o
~
o
o
<(
Approved Backflow
! Pre venter *
Resllient Seat r Plate Strainer Reslllent Seat
OS & Y Valve ~~ t / OS & Y Valve
Flanged Tee~ ~H ~ Flanged Tee
Flanged 900 Bend~ ~ ~ ~.B.. ",-- ~ Lt ~/ Flanged 900 Bend
(~OO 0 ~O~~uniflange
~ Meter E=
...q-
CO
r----.
n
n
~l
\/, ~
/;.....:./'\
"'"
12"
~ D.I. Pipe
lLJ
U
LL
.
---..J
LL
w
>
cr:::
o
U)
U)
<(
D-
>-
rn
N
N
CO
~~\
/ 0.; i,\ ,Ii
/
,Ii
.\/1
Supports
-3
II:
o
~
n'1E~3
11 ~
M.J. 900 Bend~
I
, ,
~
-
cr:::
W
f--
<(
5
cr:::
<(
W
---..J
U
d
M,J. ~900 Bend
..
Flow
TYPICAL COMPOUND WATER METER SET
NOTE:
1. 0 S & Y Valve Handles will be Chained and Locked.
2. Meter Sets will be Painted After Installation.
3. Bypass Pipe & Fittings Shall be Threaded Brass.
n.t.s.
5
<(
~
* APPROVED R.P. DEVICES
Hersey-Beeco Model GCM
Ames 5000 SS
Watts Model 909 or 009
Conbraco 40200
* APPROVED DOUBLE,CHECK VALVES
Hersey-Beeco Model No.2
Ames 2000 SS
Watts Model 709 or 007
Conbraco 40100
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL COMPOUND
WATER METER SET
900 RISE
3" 4" and 6" MODELS
>-
lLJ
CL
<(
(' ..'1
~
!
I, '?' t,i,;
DAlE
02/94
INDEX NO.
405
3 Of 5
REDRAWN BY
MJP
CHECKED BY
REV. DAlE
DESCRIPTION
APP. DESIGNED BY
STREET WITH CURB
STREET WITHOUT CURB
Finished Grad
.I"
,\ \
Finished Grade
I
G..
Min. 2" PVC marking
column "capped"
Min. 2" PVC marking
column "capped"
Cl..
o
LU
(.)
o
OJ
Detectable
Tape
cl
11i:=:l1 ~ /
I I" "t I I~ I 111/==1 n-n-.
l"~ ~ lr
"-- - - -i -'- - - -36" min
1
4' Min.
,-18"min.
__ Ilpl'
-~----I-----
~II==jII~II-"" ~
4' Min.
Sch, 80 PVC /
(Size Varies)
o Roberta S. Klar
o Steven L. Klar
End of sleeve to be
capped or tapped
(typical each end)
NOTES
1. 2" PVC marking Columns to be
set 12" above existing grade at
each end of PVC sleeves.
AA 0002321
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
o Preliminary
[] Permitting Set
o Construction Set
REV. DAlE
REDRAWN BY
DL
CHECKED BY
T. KURTZ
APP. DESIGNED BY
T. KURTZ
Drawn:
ALG/KEZ
DAlE
10/99
INOEX NO.
409
Date:
TYPICAL IRRIGATION
SLEEVE
11.12,02
DESCRIPTION
1 OF 1
YI'
I(~'
.u
IU
1 'l
Keith Zayac & Associates
101 Philippe Parkway, Suite 205
Safety Harbor, FL 34695
Civil Engineering, Landscape Architect & Planning
Ph: (727) 793-9888
Fax: (727) 793-9855
keitbzayac@aol.com
C7 2
Sheet:
SITE DETAILS
U
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TRIANGLES (TYP)
2L _ ..J!
r-.- ~
( IN FEET )
1 tnch = 20 ft.
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'-.:.:;./ G EN ERA L 0 F F ICE ~ '-/ .~ ~ ~ '-.:.::/ -< ..7-< ..7;r ;(/ ./ ./ Z ./ ./)' Y)" / // ./ .7)" ~",;....
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, ~'~ ~ ;()",7/,//ZZ,/ZZAA ::,<A Y,< ~
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PROP~5CD
LAW OFFICE
3100 SF
FF ELEV = 44.0
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GENERAL LANDSCAPE NOTES
1, The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum
plant growth.
IRRIGATION NOTES
PLANT LI ST
2.
All recommended trees and plant materials will be graded as Nursery Grade No. 1 or better as outlined by the Florida
Department of Agriculture and Consumer Services, Division of Plant Industry "Grades and Standards for Nursery Plants",
7th Edition, 1998 as revised from time to time.
All planting shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved practices.
AMOUNT
4
12
9
9
3
6
12
80
156
245
167
450
200
50
45
N:t
LC
TD
QV
Ll
IC
MC
SP
H
VS
RI
PlY
LM
PA
JV
SB
NAME
L1VISTONIA CHINENSIS, CHINESE FAN PALM
TAXODIUM DISTICHUM, BALD CYPRESS
QUERCUS VIRGINIANA, LIVE OAK
LAGERSTROEMIA INDICA, CREPE MYRTLE
ILEX CASSINE, DAHOON HOLLY
MYRICA CERIFERA, WAX MYRTLE,
SABAL PALMETTO, CABBAGE PALM
HIBISCUS ROSA-SINENSIS, HIBISCUS
VIBERNUM SUSPENSUM, SANDANKWA VIBURNUM
RAPHIOLEPIS IDICA, INDIA HAWTHORN
PITTOSPORUM TOBIRA VARIEGATUM, VARIGATED PITTOSPORUM
L1ROPE MUSCARI, BIG BLUE LILY TURF
PLUMBAGO AU RICU LATA, LEADWORT
JASMINIUM VOLUBILE, WAX JASMINE
SPARTINA BAKERI, SAND CORDGRASS
.sJZ.E
6' HT
4" CAL t12' HT)
4" CAL (12' HT.)
2" CAL (8' HT)
4" CAL (12' HT.)
2" CAL (8' HT.)
10' C.T. MIN.
3 GAL (2' HT)
3 GAL (2' HT)
3 GAL
3 GAL (2' HT)
1 GAL
3 GAL
3 GAL
3 GAL
1.
A low volume irrigation system, that provides 100% coverage to all proposed
plantings, will be designed and installed by the Contractor.
3.
2.
The proposed Irrigation System must meet or exceed all applicable City code
requirements. (i.e., Back Flow Prevention, Automatic Rain Shutoff Device, etc".)
Irrigation shop drawings must be submitted and approved by the City prior to the
Commencement of work.
4.
All plants shall be fertilized with Agriform 20-10-5 tablets as per the manufacturers specifications in conjunction with
note # 5.
3.
5.
The planting soil shall be the approximate proportions as follows: 50% sand and 50% organic material consisting of
native peat, well-decomposed sawdust, leaf mold and top soil, It shall provide a good pliable and thoroughly mixed
medium with adequate aeration, drainage and water-holding capacity. It shall also be free of all extraneous debris,
such as roots, stones, weeds, etc.
5.
4.
Irrigation system must be inspected and accepted by City Project Manager
prior to installation of mulch.
Irrigation as-built drawings, which accurately and clearly identify all modifications
&/or substitutions, must be submitted prior to final inspection and acceptance.
The existing 5/8" water meter will be utilized for this Irrigation System.
The Landscape Contractor must coordinate the placement and power supply for the
irrigation control timer with the City and the General Contractor.
The following irrigation system components will be utilized, per each manufacturers'
sp ec ifi ca tion s.
Toro-Netafim TechLine Self Cleaning, Pressure-Compensating Emitter Line
HARDIE - Raindial 6 Station Outdoor Control Timer
Richdale - 214APR 1" Electric Valve
Amtec - 1 a" Round Valve Box.
6.
7,
All planting areas shall receive a 3" layer af recycled hardwood log mulch, which is to be watered-in after installation.
The plant material schedule is presented for the convenience of the Landscape Contractor. In the event of a discrepancy
between the plan and the plant key, the plan shall prevail.
6.
7.
8.
Plants shall meet size, container, and spacing specifications. Any material not meeting specifications shall be removed
and replaced at the contractor's expense.
8.
9.
All tree and shrub locations are subject to change. All locations shall be approved by the City Project Manager
prior to planting.
The Landscape Contractor shall be responsible for examining fully both the site and the bid documents. Discrepancies
in the documents or the actual site conditions shall be reported to the City Project Manager
in writing at the time of bidding or discovery. No account shall be made after contract completion for failure to report
such condition, or for errors on the part of the Landscape Contractor at the time of bidding.
LEGENr~
10.
11.
The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to perform
the work set forth in this plan set and the specifications.
Plant material shall be bid as specified unless unavailable, at which time the City Project Manager
will be notified by telephone and in writing of intended changes.
Any and all questions concerning the plan set and/or specifications shall be directed to the City Project Manager
at (727) 562-4737.
TREES TO
TREE TYPE
OAKS
BE IREMOVED
SIZE
MASS PLANTING
~
12.
18"
6"
5"
12"
12"
1:::::::::::\ GROUND COVER
00 0 CANOPY TREES
~ HEDGE
FERTILlZA TION
13,
SHRUBS AND TREES
14.
15,
There shall be no additions, deletions or substitutions without the written approval of the City Project Manager.
The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) months from final
acceptance by the City Project Manager.
TOTAL INCHES
53"
All trees and shrubs shall be fertilized with "Agriform" 20-15-5 planting
tablets at time of installation and prior to completion of pit
backfilling, Tablets shall be placed uniformly around the root mass at
a depth that is between the middle and bottom of the root moss.
APPLICATION RATE:
1 Gallon can:
3 Gallon can:
5 Gallon can:
7 Gallon can:
16.
All dimensions to be field-checked by the Landscape Contractor prior to landscape material installation, Discrepancies shall
be reported immediately to the City Project Manager.
All materials must be as specified on the landscape plan. If materials or labor do not adhere to specifications, they will
be rejected by the City Project Manager with proper installation carried out by Landscape Contractor at no additional cost.
1 - 21 gram tablet
2 - 21 gram tablets
3 - 21 gram tablets
4 - 21 gram tablets
17,
18, All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications.
Trees:
Palms:
3 - 21 gram tablets each 1/2" of caliper
7 - 21 gram tablets
Keith Zayac & Associates
101 Philippe Parkway, Suite 205
Safet Harbor, FL 34695
Civil Engineering, Landscape Architect & Planning
Ph: (727) 793-9888
Fax: (727) 793-9855
keithzayac@aol.com
19. No contractor identification signs shall be permitted on the project, except for the project information signs,
GROUNDCOVER AREAS
All groundcover areas shall receive fertilization with "Ozmocote"
time release fertilizer as per manufacturer's specifications.
20. Existing sod shall be removed as necessary to accomodate new plantings.
21. Any existing sod areas that are unnecessarily disturbed during the landscape installation shall be resodded to
match existing.
22, The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all debris
generated during the installation of this project.
revisio n
klar and kla
architects inc
19 n.
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AA 0002321
o Preliminary
!Xl Permitting Set
o Constructron Set
Date:
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LANDSCAPE
PLAN
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HURRICANE CUT OR FULL HEAD
SEE SPECIFICATIONS
NOTE: BUD SHALL BE PERPENDICULAR
TO GROUND PLANE. TRUNK SHALL BE
STRAIGHT AND WITHOUT CURVES.
NO SCARRED OR BLACKENED TRUNKS.
BASE OF LEAF BUD
BASE OF HEART/NUT OF PALM
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BURLAP TOt PROTECT TREE--
MINIMUM 5 LAYERS
2 NON-SLIP METAL COLLARS
(6) 2 X 4 WOODEN STRIPS OVER BURLAP
6" SOIL SAUCER TO HOLD WATER
PLANT PALlM 0" TO 2" ABOVE GRADE
3" MULCH, REFER TO SPECIFICATIONS
(3) 2 X 4 BRACES NAILED TO 2 X 4
WOODEN STRIPS
2" X 4" X 3' STAKE
FINISH GRADE
ROOT BALL
RECEIVING HOLE SHALL BE
APPROXIMATELY 2' LARGER THAN
ROOT BALL DIAMETER
COMPACTED SOIL TO PREVENT SETTLING
EXISTING SUBGRADE
PALM TREE PLANTING AND STAKING DETAIL
NOTE: STAKING & GUYING REQUIRED FOR PALMS, IF NECESSARY, OR AS DIRECTED BY THE L,ANDSCAPE ARCHITECT.
N.T.S.
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SPREAD
FERTILIZER TABLETS AS
SPECIFIED. PLACE UNIFORMLY
AROUND ROOT MASS
BETWEEN MIDDLE AND
BOTTOM OF ROOT MASS
HEIGHT
3 TO 5 TIMES WIDTH
OF ROOTBALL
SHRUB & GROUNDCOVER PLANTING DETAIL
N.T,S.
NOTES:
1, ALL WOOD SHALL BE SPRUCE OR PINE-NOT PRESSURE TREATED.
2, CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS,
3. REMOVE ALL STRING &/OR WIRE WRAPPED AROUND TRUNK,
4. ,REMOVE ALL STRAPS, ROPES, WIRE, &/OR STRINGS USED TO LIFT THE ROOTBALL,
5, REMOVE ALL BURlAP &/OR WIRE FROM THE TOP OF THE ROOT BALL,
6, TOP OF ROOTBALL TO BE SET 2" BELOW FINISH SURROUNDING FINISH GRADE,
HEIGHT
2"X2"X4' STAKE
2"X2"X4' CROSS MEMBER-
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, a"MIN,. ROOTBALL
_ _____1 ~ ____ - -------------TILLED AND
c-----iy------r=-:=-==J NATIVE SOIL BACKFILL
~: 2"X2"X4' STAKE
2-2,5"DRYWALL SCREWS '
2"X2"X4' CROSS MEMBER
MULCH 3" FROM STEMS
3'" MULCH LA YER
~LLED AND LOOSENED
NA TIVE SOIL BACKFILL
PREPARED PLANTING SOIL
EX~STING UNDISTURBED SOIL
I~
SPREAD
5 TIMES THE WIDTH
OF THE ROOTBALL
TREE PLANTING DETAIL
N.T.S.
ROOTBALL
MULCH 3" FROM TRUNK
MULCH 3" DEPTH
TILLED AND LOOSENED
NATIVE SOIL BACKFILL
FERTILIZER TABLETS
AS SPECIFIED. PlACE
UNIFORMLY AROUND
ROOT MASS BETWEEN
MIDDLE AND BOTTOM
OF ROOT MASS,
UNDISTURBED SOIL
2-2"X4" STAKE Wi
LONG TAPER MIN. 18"
INTO UNDISTURBED
SOIL
PRUNE AND ~E FRONDS
TRUNK SHALL BE STRAIGHT AND
WITHOUT CURVES, FREE OF SCARS,
BURNMARKS AND BOOTS
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5 LAYERS OF BURLAP,
5 - 2"x4"x16" WOODEN BATTENS
CONNECTED WITH 2-3/4" STEEL BANDS.
2"X4" WOOD BRACE (3 EA, MIN.)
NAIL TO BATTENS & STAKES
(3) 2"x4"x36" WOODEN STAKES
MIN. 3 TIMES THE WIDTH
OF THE ROOTBALL
PALM PLANTING DETAIL
--'--_._.,._----~---_._-----_.,..~
N.T.S.
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SPREAD
FERTILIZER TABLETS
AS SPECIFIED. PLACE
UNIFORMLY AROUND
ROOT MASS BETWEEN ~
MIDDLE AND BOTTOM
OF ROOT MASS.
2/3 OF THE
I'" DRIP LINE --
6'
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BARRICADE DETAIL
N.T.S.
6" SOIL SAUCER AROUND
PLANTING HOLE,
3" MULCH LAYER
EXISTING UNDISTURBED SOIL
2x2 VERTICAL
WOOD STAKES
1x4 HORIZONTAL CROSS WOOD
MEMBER OF APPROVED
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ALL SHRUBS/GROUNDCOVER
TO BE TRIANGULAR SPACING,
SEE PLANT LIST FOR (O,C.) SPACING,
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18" MIN. SETBACK FOR SHRUBS
& GROUNDCOVERS
O.C. SPACING
BACK OF CURB/
BED LINE
PLANT SPACING DETAIL (SECTION)
N.T.S.
EXISTING UNDISTURBED SOIL
FINISH GRADE
TRUNK SHALL BE MAINTAINED
IN A VER~CAL POSTION
#12 GAUGE WIRE AND
PROTEC~VE RUBBER HOSE
INSTALL TOP OF ROOT BALL
3-4" ABOVE FINISH GRADE
2"X2" WOODEN STAKE
3" MULCIH LAYER
(1' OVER ROOT BALL) ~
ROOT BALL:
PLANTING HOLE SHALL BE
2' LARGER THAN THE
ROOT BALL DIAMETER
PREPARED PLANTING SOIL
COM P ACTED SOl L TO
MINIMIZE SETTLING
PINE TREE PLANTING DETAIL
~---~~--- ---
N.T.S.
GENERAL NOTES FOR PLANTING
, . DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING,
2.
SOAK IMMEDIATELY WITH WATER FOLLOWING PLANTING.
MAINTAIN THE ORIGINAL GRADE OF THE TREE BASE.
PAINT ALL CUTS &. SCRAPES OVER 1/2" DIAMETER WITH AN
APPROVED TREE PAINT.
3,
4,
5.
SCARIFY BASE OF PLANT PIT TO A DEPTH OF 8" MINIMUM,
DO NOT BREAK ROOTBALL.
6.
SPECIAL NOTE
A 100% COVERAGE IRRIGATION SYSTEM SHALL BE INSTALLED FOR ALL LANDSCAPE
AREAS.
Keith Zayac & Associates
101 Philippe Parkway, Suite 205
Safe Harbor, FL 34695
Civil En~,'~cape Architect & Planning
Ph: (727) 793-9888
Fax: (727) 793-9855
keithzayac@ao1.com
revisio n
klar and kla
architects inc
28473 u.s. 19 n.
clearwater, fl 33761
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o Roberta S. Klar
o Steven L. Klar
AA 0002321
o Preliminary
!Xl Permittir1g Set
o Constructlor1 Set
Date:
Drawr1:
11.12.02
TP /K Z
Sheet:
LANDSCAPE
DETAILS
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~al Description: (As Provided)
Lots 2, 3, 4, 5, 6 and 7, together with the South 2" (inches) of Lot 1, BYPASS PARK, as recorded in Plat Book 92, Page 2,
of the Public Records of Pinellas County, Florida.
Not~
This Survey was performed without the benefit of a complete Title Search or Commitment and may be subject to additional
Easements, Restrictions, Covenents and/or other Conditions of Title.
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(NOT TO SCAlE)
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~'PETERSON"
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DITCH "- I I 1.. WALK (
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INV-40,35' I I..
150,34'
SOUTH 2" OF
L~T~ (D) ..0/'"
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BUILDING
OVERHEAD UTlUTY
0,8' MASONRY
RETAINING WALL
LOT 2
#622
ONE STORY
MASONRY
BUILDING
"., 84,n'
6 ~ _ 2'x 2"
., BRICK
-IJl- COLUMNS
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STORM MANHOLE RIM-40,83
INV N-38.60, INV SW-38.60
(NO FLOW)
STORM CLEAN-OUT
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LOWEST FLOOR
ELEV. =44. 00'
HANDICAP
SPACE
SS9'41'42"E
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150,74' (P)
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55.60'
CERTIFIED TO: TOM CAREY
KEITH ZAYAC & ASSOCIATES
KLAR & KLAR ARCHITECTS
METAL GRATE STORM INLET
3.1' E-W, 2,4' N-S
INV N-39,13', INV 5-39,10'
BOTH 12" PVC
CONC. PAVERS
(TYP)
0,5' FLAT CONC
CURB (TYP)
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P,L.S. #50S
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QUAD
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CURB (TYP)
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.. DENOTES MIMOSA TnEE
. DENOTES PALM TREE
(SIZES AS SHOWN)
12"
12"
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Ix'''''
151,43'
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CLUSTER
2-7" 2-10"
2-12" 1-14"
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PSM 4636
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ELEVATIONS SHOWN ARE BASED UPON PINELLAS
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"CAMPUS-D", ELEV.=54.63 FEET, NGVD-1929
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F.I.R. 1 2 .
P.R.M. (P)
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I OVERHEAD UllUTY
11 WIRES (TYP)
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BENCH MARK AT N. RIM OF
STORM MANHOLE, ELEV.=37.47'
INV N=34.37, INV WEST=34.34
(FLOWING WEST)
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100' R/W (~) - 35' ASPH. PVMT
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GRAPHIC SCALE
40 0
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80
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160
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( IN FEET )
1 inch = 40 ft.
Donald E. Armstrong Jr.
Professional Land Surueyor
90 S, Highland Ave" #9
Tarpon Springs, Florida 34689
Phone (727) 945-1073
Fa:r (727) 945-8343
Sec. 18, Twp. 29 S., Rng. 16 E.
Pinellas County, Florida
Field Book 29, Page 13
Job #22182
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KLAR & KLAR
ARCHITECTS
SURVEYOR'S REPORT:
1,) All corners found hove no number designating previous surveyors and/or company's except os shown hereon.
2.) No underground encroachments (If any), foundations, structures, sprinklers, and/or utilities havt! been located and/or shown unless otherwise indicated hereon.
3.) No instruments of record reflecting easements, rights of way, restrictions and/or ownership were provided to this surveyor unless otherwise indicated hereon.
4.) The above described property appears to foil in Zone X, os shown on the Federal Emergency Manogement Agency (F.E.M,A.), National Flood Insurance
Program, Flood Insurance Rate Map (F.I.R.M.), Community '125096, Panel '10017-0, Index Date 8/18/92, Map Revised 8/19/91,
Base Flood Elevation of N/A feet, Mean Sea Level (M.S.L.) ... 00.00'.
5.) Basis of Bearings: West R/W of Bypass Drive... S 01'03'04" W (P) F
6.) Use of this Survey by anyOne other than those Certified To will be at the re-users sole risk without liability to this Surveyor. Il E
7.) All Bearings and Distances shown hereon are Plat and Field Measured unless otherwise sshown.
ABBREVlA TlON LEGEND:
SEC, SECTION
lWP, TOWNSHIP
r~lE' ~[RED
~ C CALCULATED
CONC. CONCRETE
COY, COVERED
ASPH. ASPHALT
PWT. PAVEMENT
ELEV. ELEVATION
TYP. TYPICAL
R/W RIGHT-OF-WAY
LB, LAND BUSINESS
Certified For: Boundary & Topographic Survey
This certifies that a survey of the property shown' herebn was made
under my supervision and that the survey ""....Mt:I.t:.Minimum
Technical Standards set forth by th e FI~~,,~, ' 9l~?fessional
Land Surveyors and Mappers in ChoptQt- MG ....'f/!cJA(j,..
Administrative Code, pursuant to Ses'-~.f. GUr:.~Jr~tatues.,
~ Survey not volid without the jl~, · arid t~,Origin~
raised seal of 0 Florido LicensedS~""5I! ~ ,.J ~ r: ~
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Flo,;' "~ ~ r's, ~ stra,ttbn~~G83
..;,~~" ,f' ';, "II "t. ,. ~,:-
F.I,R FOUND IRON ROD7 SIZE INDICATED
S.I.R. SET IRON ROD, 1 2" P,LS.f5083
F,O,P, FOUND OPEN IRON PIPE, SIZE INDICATED
F,P,P. FOUND PINCHED IRON PIPE. SIZE INDICATED
F,N.D. FOUND NAIL AND DISK
S,N,D, SET NAIL AND DISK, P,LS,15083
F,C.M. FOUND CONCRETE MONUMENT
P.R,M, PERMANENT REFERENCE MONUMENT
P,C,P, PERMANENT CONTROL POINT
P.O.C, POINT OF COMMENCEMENT
P,O,B, POINT OF BEGINNING .
R.LS, REGlSTERSED LAND SURVEYOR
P,L.S. PROFESSIONAL LAND SURVEYOR
P.S.M, PROFESSIONAL SURVEYOR &: MAPPER
9/20/02 _
Field Survey Dot,e