FLS2003-08040 (2)
FLS2003-08040
2500 MCMULLEN BOOTH RD
S NTRUST BANK / P ANERA BRE D
PLANNER OF RECORD: BSB
ATLAS # 223A
ZONING: C
LAND USE: CG
RECEIVED: 08/20/2003
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDB:
CL WCoverSheet
~ Elev, 27'.3"
Peak of Roof
Elev. 18'.2" ,
Top of Parapet
Elev. 0'-0"
Fin. Floor
~ Elev. 24'.9"
Peak of Roof
1. South Elevation
Elev. 0'-0"
ael United
DI:I t.\mencon
aCl ~~~~rolton
8~JO:> La"rel fo!' Circle
j~helOO
rOil po fL ~':'OIO
OlfK.e~ 81';-740 899) e,7t 28
r 0'< 61':'-740-89-31
Northwoods Plaza
United American Replty Corporation
Clearwater, Florida
Project No: 20031:068.00
07/31/031
ARCHmCTUR(PlU~
INTERN A TION A L
uc_. to AAC06,W
2709 Rocky Point Dr. · NO 201 · Tampa, FL · 33807 . USA
813..281.1299. f.813.281.929'2. www.arch"ectureplus.com
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SUNTRUST PARCEL TABULATION OF NOTES
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.
kI'IIlfoy Clrwwtb' "'I~
NORTHWOOD PLAZA
SUr-ITRUST PARCEL
PA."NC AND DRAlN10CE PLAN
IHnf'X OF DRAYl'lMGS
....
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,., LLOVERAS. BAUR & STEVENS , J
~ ENCIH[ERS _ su~ - p.,NIlN[RS r 01
UJU u.s. =.~~ ~"'-)lI1S ""' - ,.. g:;..~~;un. 8
CONSTRUCTION PLANS
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ABBREVIATION LEGENO
GENERAl LEGEND
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CENERAl "OTES
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. JHE: eotmI~OIl SIWJ. NOTIF'I' H.I. uncrm \JT'Ul"I' COWWlltS, 10TH
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SECTION 28, TOWNSHIP 28 SOUTH. RANGE 16 EAST
N
.
10' 20' -40'
SCAlL IN FtET
NOTE
CMASl ~ DWo.l. . lN$'I#U(1) m
IIRttom:t'l1JlllA,LO'WIUlCS.
PINEUAS COUNTY VTlUTY NOlL
A P'l'jQ.V.SCOIMt'f\Jl\lJr'UUCOGlIII
1t[QUl'lC)~H,..l._~~
COU"""IlOII'...or-MYOIIItl$IWD(I'
10
NORTHWOOD PLAZA
SUNTRUST PARCEL
WA1"F1f AND SANrrARY S~ PLAN
OENounON NOTE
AU.ll(SfINOSITl~l/T$ltleotll\lCt
WIlMn<<:~~m~
1IDl[0Iri SI'I'rU Ie iIIOIOYDI THl CO!m!.lCTOIt.
lltSf'ONSIMJ:nllt~_AU.1lIJ:IUItD:I
~HJNlTJ.o.NllrcltCCllilP'lJ/ltlClWl'ltl
AI..l.I'VtWlOONllrTllWS
1N0Cl OF' DAAWlHCS
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I'Ul"jlJlCfDit' llo.tll ftl.42QlLl Wf<<N(lI....
~,,'ltl:'d.~ ""4 _M. ~
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TamjlO ",,"p. 33110 kAL1: 1 ~ s.' y llCNEAAS
PII.", (IU} "O~.1l2 ~ 11oo. 11"" :t o-awl..~'=:'~ II nu
.. LlOVERAS. BAUR & STEVENS ~ "f
~ tNGINE[RS _ SUIM:'1'ORS - ~ERS CI'
Due u.... =S~~ ~""HU ,... lllIllC2lII '"" g::;.,.~....:::-. U711 8
1 ____ CCMIt SHtI'1
2_____l.Al'OUTI'\AAAICllltttlUlMl'
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1______AIrCI~D(1'.......
7 _____....TVl: AIlI) INfIfAIY stWOl g(U,U
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CONSTRUCTION PLANS
'JOe No ~
EXISTING AND PROPOSED
OVERFLOW STRUCTURE
"'''''''''
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a- \.
la 20' 4(1 i
~"lNrtrr \
I ; 11 t,\ I
: r PUJC \Ii )\\ \
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'- I COtiTROl. gr> SEE
, !I DET~L SHqET Np Ie
j, Ii r;
H " I' ITlI
'i .. I: ': I,
l00LF-r III'
fl ,Fl..TRATKlH SU8-OfWN I I .
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I STRUCTURE: I'll
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I I CONTROL (lYP) SEE
~'I ' l' ~ ,SHEE1 No 6
1 ! l. It, TUll2
I, I n.~"u
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TOP Of PROPOSal CUFt9
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SECTION 28, TOWNSHIP 28 SOUTH, RANGE 16 EAST
WATER QUALITY FILTRATION SUB-DRAIN
NOT TO SCAL[
PINEUAS COUNTY vnUTY NOlL
"~COW1"l'IITtJfI[5Lalll$lIl1llDll.lMllfOll
oW. __ Wl1MIol -nus COUIm' 1tQ4T-u--.., (Ilt
.......,
flOOD ZONE NOTE
THlSlITluaW!llOlM~DlOlllOC'I'
-.awon J<<w:r n.ooo 10lC II Aa:OfICIN) 10 nmo
IlAUlW<<:I:....'!lllA."~-I'I.Hll.IlU_.lnc:eI
DlXlI D...::o: bl.TmMlllUSt ,.. 'M2
GENERAL. NOTES
A TDlPORNn' 8EHCH WMI( I'
.,..- n. .~u
PII......~...:l7pgftlll'llU
,...J....lJlCATm AT IOlJ1tiCAlI'f
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GENERAL LEGEND
PROPOSEO
---;;:, -011 - .~
...-.....~-.:...- -
=== X: :;;:;.
aP....;;;:;It-3!;.
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DET'EHTlON AREA ST.IGE STOAAGE DATA
WATtIt SlJRf',IrC( MfA
EXISl\HC
lO'TI' 1..'
141031"-
32731er
-..,.~-
EUVATlON
NOTL
SOf)"'ALL SLOPES FRO" BACK or CURB
TO WATER lEVEL PtR CITY or
CLEARWAID RtOUIRomns
~"OP_
HIQiW"TVlL.EYtL.~2e1 _-
/-
[XISTlHG GRACt --y
-~, / -------- -~-----:?-/
. f1l.l.t~ PROPOSED CRADt WATER QUALSJ'1'
"\ _______ _____;,{' WA'f'C:A tLVQ. -~.:t
..... --
~,,----,C ---- - --- \DO""""
--~ ~-~~
- Sll..fATlOH ro
II< """""
'"""""'"
RETAlHING WAU.
.AlOt Ql.WJT'l'
mtATWHT VOUJW[
_ \3,2.50 c.T
DETENTlON AREA RENOVATION SECTION A-A
'TREE LECEND
~r
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o OTllDt A,lIIOJ(O
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IoICTtl ClIILl' ma.. 0.111. OlIlWlCO
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1 __..__ MVN) ~ OlW....oC 1KT......
l___....1t.AtIISl/l/lAl'rscwt.D['WU;
1._~_Ult~SI'[Q'l;ATCINS
DETENTION AREA RENOVATION SECTION B-B
U::OCIIC'ItJI - 1oIQ1 'Rl1O\l.Z
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~ tNGlNHR$ ,- SURVt't'ORS - Pl)rIojNERS r rlt
lUll u..t. '::::.~~ :....,u, IU c:o:mlII r... ~~~ :unl 8
,so
NORTHWOOD PU\ZA
SUNTRUST PARCEL
DEIDITlDN AREA RENOVATION FUN
1Nnf1l: OF" ORAWlNG5
.-..
CONSTRUCTION PLANS
J08No.~A,..
~.
COCft~ ~
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4IIO,,&~Ull'
~
DROP INLET
~~~
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TYPE m SILT FENCE
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L~J
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TnP ....FW _ INTnKF"CTlONAI J A
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~-
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JUNCTION BOX DET~L
~'''''~...
2-''''11 ~I ~I
-(~ -"-- ~
~ m'EC
PRE-CAST CAR STOPS -
SECTION 28, TOWNSHIP 28 SOUTH, RANGE 16 EAST
~'OlU
~ 'I.U.CCIHC~.'0.~''''L''_
. .'" :t D"AHSION.IClI/IIl'S ME TIl KI'I.ACtD,l., tl1 wrtlIl'PrU
, .l.ClllItlW:TIClIl.lOlltT'lJttIIU.I(I'UCOIAT ItlMtINJlU.
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SU......ACl:IOLIHJOIO'.MCMl.TlIlOClHoDCT'ONl M
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TIll OF CClNS'IJl\lC'll
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SUB-DRAIN DET~L
,om
ALL.I'All!I:NIlI.OTSl1IlftlQ
"Al..L.IC'IlH1L
~
.. : t
..
JYPICAl PARKING SECTION
MOTllllCALl
=tG.Jtr1~~WM
TYPICAL SIDEWALK DET~L
w.TCtl DaITlNO"
IlQlillNlI__.t,Ul "'
::.~~';:;:.':'/
,.
"/0
II
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~::~~r&.:
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TYPICAL SIDEWALK
CURB CUT RAMPS
...,
\y t
,.
/: ~~~ J
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JWt!
1~
J~ ,j~r
b :r~..J:::"
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NCI.tnt IN CQU)lI.
1Wt0lCN'Pm PAVOfOO S'f\l8Ol
401 ~ ,JO~2"~"U..L,frHl1aW.l..tl'
2:11Il1E~rnr~2~.~NlO WoIW:lt.
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--
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=::- I 1/.,. ~o.m:
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HANDICAP SIGN AND P~NT1NG DET~L
"" - "
,..1'
na l'WIQ. LoW..I. I[ M'Twm
UNC(lllHlnl'-2$Cltnl'-21
"""""""........ ...
MITERED END SECTION
lICllOSC.t1l
6" VERTICAL CURB DET~L
r .
~'''yj .,.>,,: ,,~;:~~ ~;',. :.1-
.~.1 IIt~.TO~:O~g~~~/rU.
... .oNTSlIW..I.lCl'I.Al:mAT 10' NTIlIV.IU.
!WllUSA!J.lX.-oIIIlUlGts
:IIDDJ1rU;~.TMCllI:IUIH.Y
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2AU.COltCllCT[~..I,IOD
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:s.m_CUltIO(1'.l,UI
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COlCPT OtllT rIJoW. m
00_ I.*U I( t:PIY'l
'""""'" .....- "
lYPlCAL RET~NING CURB DET~L
~
MCICl'IU....TUW..fOICT.IoWU..lr
~n:s~?~llOlfO'~TT-
CONCRETE SIDEWALK RESTORATION DET~L
'OlL
ISCO,t,U II.Df'D I'[JII em 01
CWoI'I.l1tJtSI'C:ClnC4'11ONL
LAU.COlOII'lI&MAU.ICl,IlQCl
'.sJ.:lIOill,..I,I1oI1MII
~llrT"""" WIrU /lfI'4/U.oM
SlO'II1Clltl)Nf'Oll~
ttlNCtl"l'OIoI..TruKS'lIl\C\I1W.
DDIGolIWU I( a::Jt'I1n[D"..
ltlGISJDlUISTJt\JCT\IJW.l_alt.
8" RET~NING WALL DET~L
'10'
NORTHWOOD PLAZA
SUNTRUST PARCEL
PAVING AND DRAINAGE DETAILS
INDO: OT DRAWlNQ!
...... ---
,"""'......
.I.AVDlIT"""",,oIHDtlI[lJUlM'f
.__~iI'VoH
...lOt Mil INnNl'l' IlWIJt I'\NI
I .0C1'l1l'llOll4llu.JtOOI...nQlI_
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J ....mt N<ID IoWlAll'l UWlllIX'T.o.ll.S
I .1Ilt~P(QflCA1IClNS
~~av[RAS
:l==I.~.....&~ L.J, "N
.. LLOVERAS. BAUR & STEVENS ~ '6
EHGIN[[RS - SURVE"t'tlRS - ~NtRS 01
WUI 1.1..... ~~ ~.....)Ul ~ oao=t ,. g:},..~...::.- Wit 8
CONSTRUCTION PlANS
.;. ...-2illL
----
_~w
...-
'-
~
Ie.
r-,,",w----,J!
~I
SCUD COVER SEC1lON
~WDIlH'T1Z1LA
~~
J~('M~
RING - twF Pl..AN
.
!
~ t==:::-I
IllMOlICllsutr~
RING - SEtnOH
WIHlWUW WDClHT' .,. :t!2 L8S
r 2115 L8S
NOTES
1 _llI:lIOODlIAy.,...rDIIIlHDtCIIllnl'-,
Al.LOftOCAlDrftNllI~
J -..rACJUllDlSlIJCIO.MSTtlItII....~CICJ.1:.fO
.~"'C/I"f'DCNUJt.
STD. FRAME AND COVER DETAIL
THE rOUOWlHG JOINTS Wl.IST BE RtsT'RAIN[D IN AlL APPL!CAT10HS
I IOD - Ill\ETAHD 0iIlUI
J m; ~ OIJf1.rIlllWICH
~=",-IN..[fNlllOUTU'l
......
. l.AS1'l'llC(J).a.'I1ION4 cu.DOlDll\Ill (\IN X)
7 1AS11WO(J).atmONA~1IU1lOIJJ11tlll..1
r-- I. -----1 ~ lIIUWlJC1ltU'17Wlo1:lt CM')
I I~
_,.......c-, ~ '''y
NOTES
l~lV.3OllO'.I.IWl7Ml'8DtllDH
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RESTRAINED JOINT DETAIL
STANDARD MANHOLE DETAIL
PROFILE
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SECTION 28. TOWNSHIP 28 SOUTH, RANGE 16 EAST
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SUNTRUST PARCEL
WAIDl AND SANITNn' SEWER DETAILS
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~~&~~UcnON SPECIFICATIONS
A. DEFINITIONS
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NORTHWOOD PLAZA
SUNlRUST PARCEL
SITE CONSTRUCTlON SPFCIF'ICAnONS
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CONSTRUCTION PlANS
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~ Elev. 27'-3"
Peak of Roof
Elev. 18'.2"
Top of Parapet
Elev, 0'-0"
Fin. Floor
~ Elev. 24'.9"
Peak of Roof
1. South Elevation
Elev. 0'-0"
Dr:::::I United
DI:I Arnencan
DCI ~~~~fatlon
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OUJ(.e. ,51)-7.40-8992 e..t 2B
lox at ~ 7dO 89.32
2. East Elevation
Northwoods Plaza
United American Realty Corporation
Clearwater, Florida
Project No: 2003.068.00
07/31/03.
ARc H IJ[ C TUR (p lU ~
Arl
INTERNATIONAL
UC_eI6AACOO,t3a
2709 Rocky PoInt Or. · NO 201 · Tampa, FL · 33807 · USA
813.28tt299. f.813.28\9292. www.archltectureplus.com
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RADIUS - 686.84'
ARC = 244.80'
CHORD == 243.50'
C.B. = S.80"16'37"W.
---
EASTLAND BOULEVARD
<t- (100' RiGHT-OF-WAY)-
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Me - 282.32'
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ENTERPRISE ROAD
- (100' RIGHT-OF-WAY) -<t;
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SCALE: 1" = 1 DO'
SUNTRUST PARCEL TABULATION OF NOTES
OVERALL TABULATION OF NOTES
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SECTION 28, TOWNSHIP 28 SOUTH, RANGE 16 EAST
N
GENERAL NOTES:
1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR
INTERVAL = ONE FOOT.
2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY.
EXISTING ONE
STORY WOOD FRAME
AND STUCCO BUILDING
~
,.;
CD
It)
0' 50
~
SCALE IN FEET
100'
200'
I
3. ALL EXISTING UTILl1Y LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS
SHEETS" AS-BUILT" PLANS AND FIELD INFORMATION. THE CONTRACTOR
SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILl1Y COMPANIES,
BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING
CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND
ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION.
6. THIS SITE LIES WITHIN THE CI1Y OF CLEARWATER SANITARY SEWER
SERVICE AREA.
7. THIS SITE LIES WITHIN THE CI1Y OF CLEARWATER WATER SERVICE
AR EA.
8. ALL STRIPING, PAVEMENT MARKINGS, SIGNAGE AND TRAFFIC CONTROL
DEVICES SHALL CONFORM TO F.D.O.T. STANDARD INDICES - 1998
EDITION AND FAC. 14-110.
9. A PINELLAS COUN1Y RIGHT-OF -WAY PERMIT/UTILITIES LICENSE IS
REQUIRED FOR ALL WORK WITHIN PINELLAS COUNTY RIGHT-OF-WAY.
10. ALL HANDICAP SPACES MUST BE CONSTRUCTED IN ACCORDANCE WITH
THE "AMERICANS WITH DISABILITIES ACT," THE CI1Y OF CLEARWATER
REQUIREMENTS AND THE FLORIDA ACCESSIBILl1Y CODE FOR BUILDING
CONSTRUCTION.
11. AT ALL INTERSECTIONS OF SIDEWALKS AND PAVED AREAS A RAMP SHALL
BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. INDEX No. 304 AND
THE FLORIDA ACCESSIBILl1Y CODE FOR BUILDING CONSTRUCTION.
PINELLAS COUNlY CONSTRUCTION NOTES:
(THIS APPLIES TO ALL WORK WITHIN PINELLAS COUN1Y MAINTAINED RIGHTS-OF-WAY)
1. ALL PROPOSED WORK WILL COMPLY WITH THE F.D.O.T. "ROADWAY PLANS PREPERATION
MANUAL" (i.e. PPM)
2. ALL RIGHT-OF-WAY INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES
REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL.
3. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS 58
DOWN IN PINELLAS COUN1Y LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINAf\ICES,
AND MINIMUM TESTING FREQUENCY REQUIREMENTS.
PROJECT
AREA
AREA - EXISTING
AREA - PROPOSED
AREA - EXISTING
AREA - PROPOSED
USE
o OF
S.F. Ac. TOTAL
36,409 S.F. 0.84 Ac. 60.68"
% OF
S.F. Ac. TOTAL
835,670 S.F. 19.18 Ac. 78.80"
252,554 S.F. 5.80 Ac. 23.82%
S.F. Ac.
850,415 S.F. 19.52 Ac.
264,473 S.F. 6.07 Ac.
% OF
TOTAL
82.18"
26.23%
USE
1. IMPERVIOUS AREAS
A. BUILDING GROUND
COVERAGE
B. PAVEMENT AND WALKS
583,116 S.F. 13.38 Ac. 54.98%
S.F.
49,307 S.F.
15,737 S.F.
Ac.
1. IMPERVIOUS AREAS
1 .13 Ac.
A. BUILDING GROUND
COVERAGE
B. WALKS, STOOPS, DECKING
3,818 S.F. 0.09 Ac.
6.36%
0.36 Ac.
15.87%
C. PAVEMENT
28,508 S.F. 0.65 Ac. 47.51%
24,047 S.F.
40.08%
2. OPEN SPACE
224,804 S.F. 5.16 Ac. 21.20"
210,059 S.F.
585,942 S.F. 13.45 Ac.
4.82 Ac.
9,523 S.F.
0.22 Ac.
4,083 S.F. 0.10 Ac.
6.81%
0.55 Ac.
4. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH THE U.S. DEPARTMENT OF
TRANSPORTATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE FLORIDA
DEPARTMENT OF TRANSPORTATION'S "ROADWAY AND TRAFFIC DESIGN STANDARDS" I~IDEX'S
600 THROUGH 665 (LATEST EDITION)
5. SAW CUT EXISTING ASPHALT PAVEMENT PRIOR TO REMOVAL.
6. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH MSHTO T -99 (100%).
7. DISTURBED AREA WITHIN THE RIGHT-OF-WAY WILL BE COMPACTED TO 100
MAXIMUM DENSI1Y AND SODDED.
8. DO NOT DISTURB EXISTING UNDERDRAIN OR STORM SYSTEMS. IF FILTRATION BED IS
DISTURBED, CONTACT THE AREA INSPECTOR WITH THE PINELLAS COUN1Y HIGHWAY
DEPARTMENT AT 464-8900 FOR ASSISTANCE.
9. OPEN-CUT STREETS HAVING CURB SHALL HAVE MINIMUM 4' SECTIONS OF CURB
REMOVED ON EACH SIDE; THE CURB WILL BE SAW CUT, REMOVED, AFTER PIPE LAID, THE
AREA BENEATH THE CURB WILL BE TREATED AS A CURB PAD WITH APPROVED STABILIZED
MATERIAL USED AS BACKFILL AND COMPACTED AND TESTED FOR DENSI1Y AND NEW CURB
CONSTRUCTED.
10. NO STOCKPILING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT AND DEBRIS
WILL BE REMOVED FROM JOB SITE DAILY. ROADS AND SIDEWALK TO BE SWEPT DAILY AS
PART OF DAILY CLEAN-UP.
% OF
TOTAL
80.19"
24.94%
11. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED
DAMAGE, IN THE OPINION OF PINELLAS COUN1Y HIGHWAY DEPARTMENT, SHALL BE REPAIRED
AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUN1Y HIGHWAY
DEPARTMENT.
55.25%
61,986 S.F. 1.42 Ac. 5.85% 63,097 S.F. 1.45 Ac. 5.95%
19.81 "
2. OPEN SPACE
23,591 S.F.:J.54 Ac. 39.32"
o S.F. 0.00 Ac. 0.00%
17.82"
0.00%
A. DETENTION AREA WATER
SURFACE
B. GRASS AND LANDSCAPE
AREAS
162,818 S.F. 3.74 Ac. 15.35% 146,962 S.F. 3.37 Ac. 13.86%
PARKING LOT LIGHTING NOTE:
PARKING LOT LIGHTS SHALL BE PROVIDED BY
FLORIDA POWER CORPORATION AND SHALL COMPLY
WITH CI1Y OF CLEARWATER REQUIREMENTS.
10693 S.F.
o S.F.
0.25 Ac.
0.00 Ac.
A. DETENTION AREA WATER
SURFACE
B. GRASS AND LANDSCAPE
AREAS
0.25 Ac.
17.82%
23,591 S.F. 0.54 Ac. 39.32%
10,693 S.F.
3. TOTAL
1,060,474 S.F. 24.34 Ac. 100.00" 1,060,474 S.F. 24.34 Ac. 100.00"
3. TOTAL
60,000 S.F.
1.38 Ac. 100.00"
60,000 S.F. 1.38 Ac. 100.00"
.11I
~l1T~6)~.~
~!lVI~ ~
REFUSE NOTE:
ALL REFUSE SHALL BE CONTAINED IN A TRASH
COMPACTOR WITHIN THE BUILDING. NO DUMPSTER
SHALL BE NECESSARY.
BENCH MARK NOTE:
ELEVATIONS SHOWN ARE BASED ON PINELLAS COUN1Y
BENCH MARK No. 944 SAFETY "J", EL = 25.183
NATIONAL GEODETIC VERTICAL DATUM, ADJUSTED.
-$- TEMPORARY BENCH MARK #1
EL. = 53.57 '
PK NAIL NORTH SIDE OF POWER POLE
#B-74666 LOCATED AT SOUTHEAST
CORNER OF SUNTRUST BANK PARCEL
PINELLAS COUNlY UTILllY NOTE:
A PINELLAS COUN1Y UTILITIES LICENSE IS
REQUIRED FOR ALL WORK WITHIN PINELLAS
COUN1Y RIGHT -OF -WAY OR EASEMENT.
-$- TEMPORARY BENCH MARK #2
EL. = 55.28
TOP OF NAIL AND DISK #LB208
LOCATED AT NORTHEAST CORNER OF
SUNTRUST BANK PARCEL
DEMOLITION NOTE:
ALL EXISTING SITE IMPROVEMENTS IN CONFLICT
WITH THE PROPOSED IMPROVEMENTS SHOWN
HEREON SHALL BE REMOVED. THE CONTRACTOR IS
RESPONSIBLE FOR OBTAINING ALL REQUIRED
DEMOLITION PERMITS AND FOR COMPLIANCE WITH
ALL PERMIT CONDITIONS.
INDEX OF DRAWINGS
SHEET No.
DESCRIPTION
1. ----------- COVER SHEET
2. ----------- LAYOUT PLAN AND TREE SURVEY
3. ----------- PAVING AND DRAINAGE PLAN
4. ----------- WATER AND SANITARY SEWER PLAN
5. ----------- DETENTION AREA RENOVATION PLAN
6. ----------- PAVING A~D DRAINAGE DETAILS
7. ----------- WATER AND SANITARY SEWER DETAILS
8. ----------- SITE CONSTRUCTION SPECIFICATIONS
FLOOD ZONE NOTE:
THIS SITE LIES WITHIN THE FEDERAL EMERGENCY
MANAGEMENT AGENCY FLOOD ZONE X ACCORDING
TO FLOOD INSURANCE RATE MAP COMMUNI1Y -
PANEL NUMBER 125096 0006 0, INDEX DATED
AUGUST 18, 1992.
No. DATE
MAl N ST
N
~
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~
EASTLAND BLVD---........
Cl
*0::
ENTERPRISE RD
~~o~
~'
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o
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VICINITY MAP
Not To Scale
SUNTRUST PARCEL DESCRIPTION:
THE EAST 350 FEET OF THE SOUTH 250 FEET OF THE SOUTHWEST ~
OF THE SOUTHWEST ~ OF SECTION 28, TOWNSHIP 28 SOUTH, RANGE
16 EAST, PINELLAS COUN1Y, FLORIDA, LESS THE EAST 50 FEET THEREOF
AND LESS THE SOUTH 50 FEET THEREOF CONVEYED FOR ROAD
RIGHT-OF-WAY PURPOSES.
CONTAINING 1.377 ACRES, MORE OR LESS.
PURPOSE OF PLAN NOTE:
THIS PLAN HAS BEEN PREPARED TO INTEGRATE THE SUNTRUST BANK
PARCEL INTO THE OVERALL NORTHWOOD PLAZA DEVELOPMENT PLAN.
THIS SITE HAD BEEN DEVELOPED AS AN OUT PARCEL AND IS NOW
UNDER COMMON CONTROL WITH THE OVERALL SHOPPING CENTER. THIS
PLAN SHOWS ALL EXISTING IMPROVEMENTS TO BE REMOVED AND NEW
FACILITIES CONSTRUCTED IN THE PLACE OF THE EXISTING.
ZONING COMPLIANCE NOTES:
1. EXISTING ZONING = C
2. EXISTING LAND USE = COMMERCIAL GENERAL
3. MINIMUM ALLOWABLE SITE AREA = 10,000 SF
PROPOSED SITE AREA = 1,060,474 S.F.
4. MAXIMUM ALLOWABLE FLOOR AREA RATIO = 0.55
PROPOSED FLOOR AREA RATIO = 0.26
5. MAXIMUM ALLOWABLE IMPERVIOUS SURFACE RATIO 0.95
PROPOSED IMPERVIOUS SURFACE RATIO = 0.81
6. MAXIMUM BUILDING HEIGHT = 25 FT.
7. PROPOSED BUILDING HEIGHT = 25 FT.
8. REQUIRED SETBACKS
A. FRONT 25 FT. (MINIMUM STANDARD)
B. SIDE 10FT. (MINIMUM STANDARD)
C. REAR 20 FT. (MINIMUM STANDARD)
9. THE REQUIRED PARKING BASED ON MIXED USE, LEVEL 1 FLEXIBLE
DEVELOPMENT STANDARDS IS COMPUTED AS FOLLOWS:
OFFICE @ 3 SPACES PER 1,000 S.F. = 59,492 x 3 PER 1,000 = 178
RETAIL @ 4 SPACES PER 1,000 S.F. = 218,113 x 4 PER 1,000 = 873
~
OFFICE
RETAIL
TOTAL
5%(9)
5%(44)
53
5%(9)
70%(612)
621
100%(178) 10%(18)
70%(612) 90%(786)
800 804
10%(18)
100%(873)
891
BASED ON THE ABOVE STANDARD, 891 PARKING SPACES ARE REQUIRED
AND 1056 ARE AVAILABLE.
BASED ON THE AVAILABALE PARKING SPACES, 21 HANDICAP SPACES
ARE REQUIRED AND 32 HANDICAP SPACES ARE PROVIDED.
REVISIONS
DRN. CKD. APP.
SUNTRUST PARCEL
COVER SHEET
CLEARWATER
PREPARED FOR:
NORTHWOOD PLAZA, LLC
% MR. GORDON COMER
United American Realty Corp.
8302 Laural Fair Circle,
Suite 100
Tampa, Florida 33610
Phone: (813) 740-8992
PINELLAS COUN1Y
DATE: FEB. 4, 2003 APPROVED ~x:
DES.: T.G. Radcliffe
DRN.: CMM. RLG, WTS
CKD.: ~
SCALE: 1" = 1 00'
FLORIDA
JOB No. 29129
~V~RAS ~.
FL ENGINEER'S L1'CENSE No.PE B508
FL SURVEYOR &: - MAP~ER LlCi;:"JSE No.
LS 1762
SHEET
1
~"fr~~T~IIi1I~"fV~1Ii1I ..A~ ~ ~~:eJ:.
_ Y &"11 'WI.I!~~ Y _'WI.I!~ ~ =- ~~~ ~g
LLOVERAS
BAUR & STEVENS
ENGINEERS
Phone: (727) 784-3965
29228 U.S. HIGHWAY 19 N.
SURVEYORS
#LB 0000208
PLANNERS OF
Fax: (727) 784-8153 8
CLEARWATER, FLORIDA 33761
CONSTRUCTION PLANS
JOB No.
29129
22'
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Dm~TION I EXISTING BUS -J.' I LL ~
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,v) II A _'" I n- ....._ r~ / ,,:1- N '~, \, ,',- I) I '~\ B. . # 2
, 't S.89030'48" E- IV BOXA ....""' II 1/11- - '\. ' '''\\ 'iI..,.".
: l o~ '\ IV - 2~ b -- .~ 2~' '-0211 - - - \ 9= ~~ ",," ~O''->'>':-'" ,,1 " '~0.OO'72' I '/ 'I \",,: \\55.28
I 104~50' _A___j----------- t I, I /I'lJ /1 I \ \
,Y- EXISTING "- T AG / !' / I /"\ 50.0 1
": r.g,~~). ~URB _ , ,,' L 14" ~ \ ~ ~ ~*S~1~ ~y)" (' h J ~ h
"" -'" ~ ", I TRAFFIC SIGNAL BOX..... t c,~ " ~ V
: (DUMPSTER -; 'j k:a A' 6" ,. a:::: PROPOSED PAN$ ElROO-CO. " ~ ~d~TI~g BE I r ~ · I g. ~ <;
I r:: - RESTAU~ r REMOVED' ~ I I ') , 7; '''' ,
~ - '"<l( I CONC. _,- iO \ =----' I I I' I I {..II) (
I' ~ -- "EXISTING C~ )' '1 \ ~ EP I"
Q) I \ ;', "/' --~ ~ ~ TOP EL. = 55.00 EXISTING CONC. CURB . 1 I
(f) J - ~ " INV. N. = 51.94 \ \ EXISTING CITY OF! \ I I
~ : :, ..' .. \ ., EXISTING DRAINAGE AND RETENTION POND \ ~ C CLEARWATER EASEMENT C . J...\ I U
[ -~ "_; '- a ' a ~ EASEMENT O,R. BOOK 4884, PAGE 497 )\ \ EXISTING ASPHAlT PAVEMENT -, I BOOK 4817, PAGE'i'32 ___ I ROPOWCED
;'\: _EXISTING yONC. CURB", '. ,EXISTING CbNC. CURB \ \ (; ~~~AI7/SIGN
:- ! I; '\ 5" HOLLY"b /T-~-rm_,,, C" CYP:'~ \ '\ I: : : 1\ I i / (
I ~ / I ',J ______ -'-"IS"/ I \ \ 2 \ ,. I I I \\ I ~ I // ~
i r- 15' PROPOSED SUNTRUsr ^'\o 1'1 I ~ C m _J PROPPSED thsE AREA \ \ in I I : 200(,\ n /~~ ~
19' ,I II 21, 8 BANK. LO 5,209 S.F. \ 'Ol" I I I ~ I'~ ~
I O. 1 5,500 S.F. - \ I n..
: ~, 9" '. ) '- EXISTING ASPHALT PAVEMENT, 12' I "i ~ \ 2 "'J/'I' W: :" J
: I wl~i--' Ii' 2~' 20.00' 20.00' 20.001 ~ 20.00' \ 'R, 24.50' ( ~j \ \ ~ I: 3
" m fool ^ 11" :50-len I 6u \ \ \ ~~ U
L:> ADDRESS: #2500 ..:; 24' I \ 19' \ I ~ I 6
7" I h 13" -<{ EXISTING ~ \' w I I I ::Ll) I U
I I I ~ .~ (DEAD) A ~ CONC'TII ONE STORY 'r't Bi I I \ \ ~ ~ I ~ I ~
_~TB <?<J ~ ~~( A I ' 1/ 0 ~ \ ~ 12" '_Jh, I L MASONRY BUILDING I -- 8 I l \.l; \ "' J2 --L~-1- ~ : ~
..:; u. 13" ~ C):. G t 2-IV \ ~ \ .0 0 I .-./
~ ~ ~ (- ~1 -----t8-"- 1 ~ }--TRAFFIC SIGNAL BOX
"II ) rcn..~ S' I 40" 0 ) ,I I I <> ~o. . I.. CO"I! _I ~ ) CONC. CUR~I 14' ~\5' 1 2' II~ r) 2) -+-!e"l\ ~ 0' I I (i~~T~~~ ~B 54.15
/ -'- ~ 1/. V ~--.- 0 I 1/ J :~~: ~.' : :ri~
I J INV. s. = 47.42
I . - - - -18" De- - - - -\
-r-
- _ e" I
- - - ~ -0 6" - - --- ~ I
--: TURF ;... V PROPOSED 0 \ ~ -U- !-u-
i~- I 12' _Ls.:J. 12' I" 23" I w ~ MATCH EXISTING 8'
: r BLOCK CONC. CURB '~J · -n - ~ \.. RETAIL SIGN LTP <?<J MAtc't-l ~XISTING l:/L
i E:S~GY ~ (TYP.) ;:1'-' '"\ ~ -I- EXISTING AS~/LT ~AVEMENT, Ai 2-IV SIDIEW\AL,K\ ----.....r---. "\ ~ x ~.J-TRAFFI:I~~A~~O~C. WAlK
" lj EDGE OF- ~ , I'--.... "'-4" I f( I
,/. <(_,PI\\'EM~-~ > i 1Ef.!S~~~ESS '\ '9 ~ '9!" OCO - I I \, \ I ......j4"...... ~ -; ~TTRAfFIC SIGNAL POLE I
/\ ~/~. C11{;, ~, ,.c. I t\. ~ ~'" GROU: LIGHT 029" N \ / \1: e" ~
/ I V,' '---,' /' ~ (_ \<":'14" 5",4" L ", / \ ~(LC I 2-TRAFFIC SIGNAL BOXES
/ /// MP'\.. v -"'''':' I, '^ 23" ~ ^14" , ~ 0" 0 N '\ T.B.M. #1 -<{,
, , 'e- Y ---.,....J L:> r LO 18 '\. 615" ~ 0" EL. = 53.57 ~
~ -U- SIGN -1 0 16" SIGN J:1 (~ Vi b in 1 J:1 WMV2" B.F.P. 030" 2" DIA BOLLARDS----- · ~ · \., ~ /' ::JJ.~ ~ ~ ____ -1 ~~~STJ~~ =MH52.26
-;;:C~ WAL~10"S ~e- -POWER ~EDESTAL, _ - - I - - --- M 890 ,,, -- ---- J:1 ____ d _ _ rl 17" CY~RES~~ I ~ ') _ .:.... -t ~ I INV. N. = 42.98
- - -!>- EXISTING-MH - "'----- .-/--=---=-- - - -=-= -=-= -=-= -=-= -=-= -=-=.~ 30 48 W._ _ =-_ _ _ -10"5 ,~ _ _ _ _ _ EXISTING 5' WIDE CONC. WALK UGe \ 300 00' \JG~ 1..1L.-. I INV. SW. = 43.24
RIM EL. ;:: 53.48 \ " 7 r ~=- (<> - - e_-y=-= - - ~ ~ ~ ~ ~ ~ - - ~ =-=- ~ ~ ~ =-=- - 4 =-=-. - =-=- =-=- ::::....=- - - - -,: .~ ..1 INV. w. = 44.36
i~: f ~ ~l:i~ - f-- - f--8~ We- " -=-~N;;; WlDECONC. WALK ~:! ~ ~~- _1_ - - -- - - - -,;- -;; - - - ~ - - -- - - - - - - -- - - - - - - -8" We - - -'1- - -- - - _ _ _ _ ---l~ -l~;::~FIZ'~;~A~O:OLE
INV. N. = 46.05 =-=tt T I - - - - - - - - - - -24 x36 De-t>- - - - - - - - - - - - - - -4- - - - - - - - - - - )F 1- - - - 24"x36"Det>- - -/.1... -'- - - i~EXISTING J.B.
b I / RIM EL. = 51.98
o EXISTING CB I I INV. W. = 46.40
o EXISTING FIRE HYDRANT TOP EL. = 50.72 I / Q, Q) INV. S. = 45.90
LO INV. N. : 47,60 I / ~ ~
INV. E. - 47.89 / n
INV. W. = 46.93 Q) "Jill I T
INV. S. = 47.69 ~ f j. J.
6'
....J
....J
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Z
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SAWCUT EXISTING PAVEMENT. TOP
OF PROPOSED CURB SHALL BE
6" ABOVE EDGE OF ASPHALT.
6'
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PROPOSED RETAINING WALL
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~EXISTING ASPHALT PAVEMENT ~
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TO REMAIN
~ASPHALT PAVEMENT
rSIGN
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~ASPHALT PAVEMENT~
~
ENTERPRISE ROAD
(100' RIGHT-OF-WAY)
1
/
/
/
~
SECTION 28, TOWNSHIP 28 SOUTH, RANGE 16 EAST
N
20'
0' 10'
~_....
- -
SCALE IN FEET
40'
I
( \
j
I l '
, '
, ~
....'
GENERAL NOTES:
1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR INTERVAL
= ONE FOOT.
2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY.
3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS
SHEETS, "AS-BUILT" PLANS AND FIELD INFORMATION. THE CONTRACTOR
SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, BOTH
PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION
SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES
THEY MAY HAVE AFFECTING CONSTRUCTION.
6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVICE AREA.
7. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER SERVICE
AREA.
DEMOLITION NOTE:
ALL EXISTING SITE IMPROVEMENTS IN CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN HEREON SHALL BE REMOVED. THE CONTRACTOR IS
RESPONSIBLE FOR OBTAINING ALL REQUIRED DEMOLITION PERMITS AND FOR
COMPLIANCE WITH ALL PERMIT CONDITIONS.
PINELLAS COUNlY UTILllY NOTE:
A PINELLAS COUNTY UTILITIES LICENSE IS REQUIRED FOR ALL WORK WITHIN
PINELLAS COUNTY RIGHT-OF -WAY OR EASEMENT.
(/ t
D~,1 .
,
ABBREVIATION LEGEND
D...
W
\..
BC
CL or <t
co
CONC.
C.M.P.
D.l.
EL.
EP
EXIST.
F.F.
F.H.
GA
GND.
GV
HC
INV.
J.B.
LTP
O.F.S.
M.H.
PP
R.C.P.
R/W
t
/"
= BACK OF CURB
= CENTERLINE
= CLEANOUT
= CONCRETE
= CORRUGATED METAL PIPE
= DROP INLET
= ELEVATION
= EDGE OF PAVEMENT
= EXISTING
= FINISHED FLOOR
= FIRE HYDRANT
= GUY ANCHOR
= GROUND
= GATE VALVE
= HANDICAP
= INVERT
= JUNCTION BOX
= LIGHT POLE
= OVERFLOW STRUCTURE
= MANHOLE
= POWER POLE
= REINFORCED CONCRETE PIPE
= RIGHT-OF-WAY
EXISTING
3'M.1 OR
So.1
y.
~24- - - 25-
-----
"...--
ASPHALT
JJ- -<lDe- J}-~'f~'
J.B. C.B. 0.1.
J LATERAL
- -{)- -<lSe- - wYE~ ~OI
M.H.~ C,O.
,A,
- - - ...:4- -We- ~ - -
. "'--F.H. G,V,
- - - - --<JFMe - - - -
- - - - --<JS/De - - - -
.c.
SHEET No.
INDEX OF DRAWINGS
DESCRIPTION
1. ----------- COVER SHEET
2. ----------- LAYOUT PLAN AND TREE SURVEY
3. ----------- PAVING AND DRAINAGE PLAN
4. ----------- WATER AND SANITARY SEWER PLAN
5. ----------- DETENTION AREA RENOVATION PLAN
6. ----------- PAVING AND DRAINAGE DETAILS
7. ----------- WATER AND SANITARY SEWER DETAILS
8. ----------- SITE CONSTRUCTION SPECIFICATIONS
o
TREE LEGEND
SYMBOL
o
L1
o
I)
o
SIZES AS SHOWN
NOTE: ONLY TREES 4" D.B.H. OR LARGER
HAVE BEEN LOCATED AND SHOWN.
DESCRIPTION
OAK
PINE
PALM
CITRUS
OTHER AS NOTED
SYMBOL LEGEND
.
CLEANOUT
CONCRETE
DROP INLET
FIRE HYDRANT ASSEMBLY
FLORIDA POWER CORPORATION
TRANSFORMER PAD
G.T.E. PEDESTAL
GATE VALVE
HANDICAP
JUNCTION BOX
LIGHT POLE
SANITARY MANHOLE
POWER POLE
WATER METER
WELL
I. .'.... ,I
~
(6)
181
o
X
6-
IOl
.g.
@
J:1
~
@
GENERAL LEGEND
DENOTES
PROPOSED
Right-of-Way or Property Line
Spot Elevation
~
~24::---25-
ASPHALT
Contour
Pavement
Storm Drainage
CURB
.D~
C.B. 0.1.
I LATERAL
· .S J~ Y
M.H.---"""" t w WYE C.O.
"i<....;:-.H. ~LG,V,
. -FM- .-
- ....S/D-
181
J
J.B.
Sanitary Gravity Main
Water Main
Force Main
-
Sub-Drain
Water Meter
1
No.
2 21 03
DATE
PER SUNTRUST'S REQUEST
REVISIONS
WTS
DRN. CKD.APP.
SUNTRUST PARCEL
LAYOUT PLAN AND TREE SURVEY
CLEARWATER
PREPARED FOR:
NORTHWOOD PLAZA, LLC
% MR. GORDON COMER
United American Realty Corp.
8302 Laural Fair Circle,
Suite 100
Tampa, Florida 33610
Phone: (813) 740-8992
PINELLAS COUNTY
DATE: FEB. 4, 2003 APPROVED BY:
DES.: T.G. Radcliffe
DRN.: WTS
CKD.: 1IIe
SCALE: 1" = 20'
FLORIDA
JOB No. 29129
S~LOVERAS
FL ENGINEER'S LICENSE No."PE' 8508
FL SURVEYOR &: MAPPER tJC.ENst No.
LS 1762
SHEET
2
BAUR
STEVEN's'
OF
LLOVERAS
&
ENGINEERS
Phone: (727) 784-3965
29228 U.S. HIGHWAY 19 N.
CONSTRUCTION PLANS
SURVEYORS
#LB 0000208
PLANNERS
Fox: (727) 784-8153
CLEARWATER, FLORIDA 33761
8
JOB No.
29129
~ I
i .. y- PROPOSED EROSION
I : CONTROL (TYP.) SEE
~ i I DETAIL SHEET ~o. 6
~~0~ i.
,\0 ~ NOTE: : ~
f<J' e:;<V<V NEW OVERFLOW STRUCTURE .. ,. ~
{f- ~ SHALL BE A DUPLICATE OF THE I
~ rL<() EXISTING OVERFLOW STRUCTURE
,0' :0' ~ (TO BE REMOVED) : I
~, (j ) : I
0<V~ ~~~o' i OVERFLOW I
: ~ ~<vV~0 P:: STRUCTURE I
r e:;~ I I
~ (EXISTING HEADWALL TO BE REMOVED (/~:: INY. N. = 50.1 B ~
r'aJ-t+t+/fI-rb ~ 5116 \" \ i
- ~I '-! __ EXISTING 18" PIPE TO BE "-
r---- CUT FLUSH WITH NEW BANK' I
I \ I
~ ~ I
\
~ M.E.S. INV. = 50.33 PROPOSED 8" :
~ RE1~AINING WALL I
~ , \ 6" VERTICAL CURB I
~CJ I Vi46 LF - 18" }l \ j :
. <:><:>~;j, R.C.P. @ trj/fJ U I' <oC I
t ~ 0 28% GR ~ {I--... ,,:>c9'"t
r - - ...~, ~ I I R.C.P. @ I
) "f \ ~ ~\ \tr\ II / ~-<\~~ / ~ ,I I N~ i 8.82% GR " II
\ r 1" \ \ I ~ 'f& ~~ r I I ~. 5?J.f?
r \ I \ \ I~ ~ ("l C I {I I I ~..... 55. aC I
PROPOSED PAVING BLOCK I '" a 29" I r \ I i I J l~ ~ I / I I ~ ~ i.9ji0'2 I
SEATING AREA SEE I\.. \ I \ \ 1/" t!- 0) 0/ trj I III r;:; I I I . I
- 1- ___ "'~ ARCITECTURAL PLANS / 58 LF - 1 54A'2Lfl \r I I II I trj9 trjf'y ~ d II I I ~ 54.55 ~.
'-.. - - - -~ - - - - - - - - /~ - 18" R C P I -4:-1 ;J, I II-U-- 0.40% GR. trj -It) trj' /fJ' 1 1. ~---1, I (
I '-------56__ T //// --.....------'--~~ @ 0.28% .GR~I~XI~TING ~RFLOW\ tti: \~ ------:611S/D=1 - trj ~/ /f; /~Jl( r I 1 E I \ J B No 1
I - - - - / - - - ) I' STRUCTURE TO BE \ I I I \ \ // / / C \ I. ~ ...
I ---"'---- .,../// ----~y REMOVED ~ I II \ \ ~ /.,..t''!-_ '/ / /., r I I \ I I: I I I \ RIM EL. = 55.25
)\ ~ ~ fJ ~--c--___--_// I /' ~ 6~"1 " ~\ \'\..., " ~ ~:/~ /~: ~ t \ I', I I \INV. S. :. 48.05
V J (~ \ 8" I\. \ ~~ ~ "-- AV// '/ /<:>""" 01 I I Ii INV.N.-48.15
q, <:><o~ b,x..~ ~ .s '~ ~ I \ \ \~ \ i-~ ~ /~/ V ;~ ~ ~~q, )" I I \7-x..<(c ) \
~5.R:_ ~~ ':'/~ ~ . /1 ,\ \ \ \ \ ( ~ \-..- r-;':: ~~\ :--- ~ :-1[y y ~ ~) "-- I I ~~<o I, \
I 56~ ~2;..I- _ _ _ _ _ _IT /" \ ~I~~~V// ~~~ ~ I ~',J I II T.B.M. #2
a 30" ~\ ' .. _~s.~~r 6U' 48't..._ _ A \ _.......- J ~I \ \. \ '" ~~ J~/ ~1 ~/ L:: --,... i),. 10~ _ -: ~ / 300.00' 6 I / EL. = 55.28
I ~ j \ -:;\tf? 29"u \1 _,,~ .0<$/ _ /\1]" 22';- T - . ,- - ~ 15 '" I Q) . II r (I )
I ~ \.. f -; ~ / }~;"~'~5'0 /'" I )~o~ . . 4ft ,:-/00 6 OJ \\ I" .,.llt \ /, I "'~ \.l!~~ i~:~! ~ ~~ ~-56.20<P- ~ ~\ : / II' i (\
~. r- 56- --- --- ~40 ~I~,o ./ '-...< 5540 I It)~~~ v " ~ -\-11) %~ %~ (tj 56.7oec I 1/ Y'"
" / ~ ~I ......... ^ 1~';;'; ,,~\. ~ --=-'J ;B5FP ), \1 PROPOSED PANERA BREAD CO. \. j ~ ) ) )<:>/ I : \
'-'l / 0 ~40 :::: a RESTAURANT ~4" \ ~ ~ 1 I
~) I / /~! if ......... 5,000 S.F. "i-:- +. I
\\ L ~-\ r--S"S/D- ~ ~."'97~:~~' I Y J ~L t - ______-------- FF = 55.90-f+~\~\- -- ..... "-c-_~ I ~) ,I: ~ i I :
,) I ~""" ~"'..I ~ <:>$~b~Wf~!:) Jr---' Q. " -=+=. \ ., r ci I 'oI05E..f? :
:J" ..........., a / / cO c--~~. (\0- 01 I 5' 5at
(~ ~~% ~y .J:.vf)// / --- r /f~ I,_bt# ~~~ . ~ ~ ___}~.5 ~
} -'\\ ci~ 'JJ;.'o~ ~. o/J. .:}/..//. I ..../ 7 J ~~" HOLLY : I \ +. \ ci · b.:~ ~
I I 11 ~ j II / (r it IQ. if/!I!3 ,'" 11 --F--=:- ~ EXISTING DETENTION AREA ~ 204 LF 18"".-f SS~t I I. ff:~<tIP"'I\ :
! I il ~ ~ ~ ~# 0>f PROPOSED " 0>~r::s \ I \ ~~~;~)t I"tl __:: 2~~~~~~ (p~~~O~~T~g) --l~R.C.P. @-0.15%GR I V~ )/\ I ~ ~ I oC 1 I
! I I; ~~ F,;# "7 DRIVE THRU'S r \ '--- ~ \ jl~ - - \ \ \ ~ \ 'j i \1 ~ I: g I
~ I ~ ~~ ~~ l:t" PROPOSED SUNTR~ST ~'" \ "\ ~ ) \ \ ~ ~ ,: I'~ ,: ~ :
::) ,,0 0 0 II) 4)' BANK :1 ~ PROPOSED LEASE AREA ~ I \ I I
I ) ~ I g: tn I <:>, "-- ~ F.F. 56.10 \ ~ ~ ~133 LF - 18" 5,200 S.F. '" \ ~ \ 2( ",14 air I:: t--- :
) /( ~ /-\ /IT / ~ I \ ~IY R.C.P.@0.28%GRFF-55.10 \ \'~ 1/ 'II LI~ II I
// ~ ffi I ~ J J II "h / --- TRANSITION FROM 6" EXPOSED I I \ t4- 'j q><I 1 I
/ > G tffi~*" :- I WALK TO FLUSH WALK' '\~\ -I 0 ( \ :\ -4-.. \ I 1 / I, c<i% ) 1 I I I
/ I...... OJ to 0 L...1 ' "'~\ I ::t::. 5~5f:'l'> \ 1/ / ~\~, / I.. I I::> I
<..> ~ \ / r~:/ 0 I~ WALK FLUSH WITH 13" _~~ ~ ~\<. I 6. (5~ \ / ~cJ ~ I [\
I::>~ -;---;;;~(,- III ~~ ~o~ ~" ~ 111"- a /~_ - - 1? I I
~ ~ '" 0"~'pl'i ) ~rc~~ \ ~ ~'o <S ~ / )jt~SITION FROM "Jf ,~'s ;;J, --,-::::- - )} ,~tl ~ <Q,~/ ~~ t 2 '/ 11'\ :. ~ ~: I \
a~ I 1 f 032" \ II; dl ~~ ~E~~E~:~ ~/li ~~~>1~(,~) \ (' I,:; \::) ~ "~" ~ j0' I I~. i ~ Ii\',
/yj="- ~ i - ".;>-fl ~// / 1:~ LF ~\B" ~ \cf \~: 5~'~~~<; ~~ -"- ~S"S/D-~f~- Jf"'..-=- - ~ <;t II ~I! : ~/j____1:'\-__--1
\.! r",,' %I)OVJ,R.C~. @ Q.,~8% GR ~~6"s/O) ~ ----,. 1/ \
~ l \ '--- :t: '--- (0: 55.69,f r--'O'/' ~ I
".~ I ".~ ~".~ ~ '\ ~~~a J ~o. ---- ~ .,..-/ r {' ~ II 23" I ~\, Qc] <> '\ :t: '\ ~ '- y 56.7getP ~ -MATCH EXISTING 8'
((j ((j ~ ((j I (\"-- trj' - v ( ( I.Jl\ "- I ~~~:t: i\ ~ \ ,) I ~ '. 1/ C VI WIDE CONC. WALK
I B STING ~~ - / trj s? - '/ - ,1f1fo Ss " ~,,:>.bc ~,\<oC -=l-!Q' (I k c~~<oC ." ~ I ----- ~ I
I 17" CYPRES~ ~v--, '}<:> ,}7~ ~ ____- / PROPOSED CAR ~c~ _ _1\ -. ~ tU. ":>~~~/.' v I I \
/ O<v.~0 !~~~CJ ~ <:><:>x <:>~ <:,<:' l'" ~ 55- --- ..CO -- _" -~""vr rJ STOPS (TYPICAL)~. -:::.. I - ~ - ---t. ?./ //1 I 1 J.B. No. 2 \ I
/ "\ i (..r:~ol'i ~~~~i ~\\ \ ~ <l j j / j I;: hl~ 1- 1- ~ L__--,_u..._.....-.-:...~. \ SAW CUT ANDI';;' / t~ RIM EL = 55.21 \
)------54 .a..... l /~'rl ? rf\ !h: .. Jj _ ~ vj' I ~ .....--::?11~4;~ 70 LF - 18" 1\'l \- ..,..4 MATCH EX~TJNG / I 1\ ~ INV. S. = 47.74 \
~ '\(f) .~fS ~-&/ fd _<,9/')Q -1Jt1 " .../..--- 291 V)';; I R.C.P.@0.20%GR-+-OSIDEWALKrl\l<;JINV.N.=47.74
/ I ,~~&?_, ~ <:>'); CJ .lQ~ ,&l-.. ~_ J 5.::$<. ~ ~~ ..' I II) v)' - f I / I \'0' I "
I \d ~..ra16 ,,<:>lQ s~, Irj ~ ~G.." T r --=-p c \ -0 ':' $? 6 " ------ -.r- ~ --z -+- /_ ------ -..... " 1\
/ 54 0 V) r::s ~~J . ,- -, 4) co J a' ------ ---~) -a-7 --- ---'0) \ --- /, \
_ _~_ -10"se~ _ ~'-,- ~~ : ~-~~N 8-9030/48"Wr "--13 -/?' - 'C4......':J~;0>.'. - _ (1 WM , 2" B.F.P~ :' "- ~- -o---.:.,,::--...v :--~';i!! ---o'a *T7"--CJfREi~;:.- 1L---t' / ~ \
/~ ----:---- ---0-- -------------____.!..-_____~J...8 ----10"Se _ ---__1_ _, __')3--- UG~ 300 OOI,~~.- Ge--J 1./ \ I \
, FHA PROPOSED 81T - ...-.=----------------*- -'-~-- __I.l__:__~~ \ 1. \"
53 ~ 53 f--.....---.... ,-------------- ~')'2------.... ')3-) \f RETAININq2 CURB_---L-_____________--------- --=jJ ---52--- T.8.M. #1-;L--,\ //,"" 1 \
-'-52-' L- -\--~- ------- --L--8"W :J-__ ~ EL. = 53.57 \ I I I I
- - 1 \ \- e -F ------------------ -..8"We .I- ~
c:=::.. ::t-------- -q----- _---- 2" " -t>--- -rI -------- ------ I I
---------= ~ - - - - - - - - 4 x36 De - - - - - - - - - -_-___=_=_ 4- _-=--=----=---=- --~-- ""/ I ~= -24"x36"De'~ - -L _ _ _ _ , I
. CONNECT TO EXISTING CATCH -/--;:J ), ---/'V;I :
PROPOSED SIGN LOCATION _51_..BASIN, GROUT AND SEAL TO iG~T~~~ :B50,72/: / / ci> I I
0.1. No. 6 PROPOSED EROSION 0.1. No. 5 PREVENT _l..NFILTRATION - :~~: ~~ :: :;~~~ I / / k~ f ~
___ GRATE EL. = 54.35 CO TROL (TYP) SEE GRATE EL. = 54.35 -- INV. w. = 46.93 ~ 0'lJ / 7 ~ If)
_ INV 51 35 N. INV N _ 50 99 INV. s. = 47.69 ~6 / I ;
--__ . E. = . DETAIL SHEET No.6" . - 51- PROPOSED Co i' / J- .J-
INV. W. = 50.99 ---INV. N. = 47.60 .1
ENTERPRISE ROAD
(100' RIGHT-OF-WAY)
I
1
I
I
I
~
I
~
I
r
I
r
I
r
I
r
I
~
PROPOSED
MITERED END
SECTION
PROPOSED 8"
RETAINING WALL
I
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I
I
I
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I
I
I
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(i)
.
-......~
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PROPOSED EROSION
CONTROL (TYP.) SEE
DETAIL SHEET No. 6
~
.
EXISTING 18" R.C.P. .
DRAINAGE PIPE~ .
MATCH EXISTING CURB -0.1
-- -- II :
- _---0.1. No. 4- I
%- - - - - - GRATE EL. = 54.27
INV. N. = 50.46
INV. S. = 50.46
SAWCUT AND MATCH t>
EXISTING PAVEMENT
~-
I :
.
C.B. No.
1
.g.
B.C. EL. = 55.35
INV. N. = 50.63
INV. S. = 50.63
.g.
SAWCUT AND MATCH EXISTING PAVEMENT
cl
/~t
/
/
~
/
/
/ cl
I
I 5"
I a
I
I
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I 5"
/ a
/
/
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./'
4"
a
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:J:
b
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...J
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\
SIGN
\
\
\
\
\
\
\
cf
4"
o
11'/\
//6 \
( ....,
~ /
\ /
\ /
\/
PROPOSED
\
PROPOSED EROSI
CONTROL (TYP.)
DETAIL SHEET No
) 27"
;-------.......
I .....5
I
\
.--- .--- ~
.---
.---
.---
;- -----
---~ \ 28"
-__ \ 0
-- -=- :::<\\ \ \
~ ~ \\\
'--/\ \\~\\\ \ ----/\
\ \\\ \ ~ I
\ \\ \\\\\ --------
\ \ \ \ Y
\ \ \ \ j
) I III,
I ( I I II
I ~ / I I I
I II / / I
I) I ~ I )
r I I'I I
11;/ I I i
I I I /
/)/ / / ) /
---- ~ //j//'i/
_../ /
=-~/ /
S3~- --' /
/
54- --
-
-
~
GAS MAIN LOCATION NOTE:
THE EXACT LOCATION OF EXISTING GAS
FACILITIES WITHIN THIS EASEMENT SHALL BE
ASCERTAINED BY THE CONTRACTOR PRIOR TO
COMMENCING CONSTRUCTION.
1. ----------- COVER SHEET
2. ----------- LAYOUT PLAN AND TREE SURVEY
3. ----------- PAVING AND DRAINAGE PLAN
4. ----------- WATER AND SANITARY SEWER PLAN
5. ----------- DETENTION AREA RENOVATION PLAN
6. ----------- PAVING AND DRAINAGE DETAILS
7. ----------- WATER AND SANITARY SEWER DETAILS
8. ----------- SITE CONSTRUCTION SPECIFICATIONS
--- ----- ~\
I
\
\
\
U'
'"
\
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LOCATION
I
ON
SEE
. 6
J\
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\
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SHEET No.
SECTION
28, TOWNSHIP
28
SOUTH,
RANGE
16
EAST
N
0' 10' 20'
~-J""
SCALE IN FEET
40'
I
GENERAL NOTES:
r
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1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR INTERVAL
= ONE FOOT.
2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY.
3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS
SHEETS, "AS-BUILT" PLANS AND FIELD INFORMATION. THE CONTRACTOR
SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, BOTH
PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION
SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES
THEY MAY HAVE AFFECTING CONSTRUCTION.
6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVICE AREA.
7. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER SERVICE
AREA.
PINELLAS COUNTY UTILITY NOTE:
A PINELLAS COUNTY UTILITIES LICENSE IS REQUIRED
FOR ALL WORK WITHIN PINELLAS COUNTY
RIGHT-OF-WAY OR EASEMENT.
TREE LEGEND
DEMOLITION NOTE:
ALL EXISTING SITE IMPROVEMENTS IN CONFLICT WITH THE
PROPOSED IMPROVEMENTS SHOWN HEREON SHALL BE
REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR
OBTAINING ALL REQUIRED DEMOLITION PERMITS AND FOR
COMPLIANCE WITH ALL PERMIT CONDITIONS.
SYMBOL
o
6.
o
(l
o
SIZES AS SHOWN
NOTE: ONLY TREES 4" D.B.H. OR LARGER HAVE
BEEN LOCATED AND SHOWN. DESCRIPTION
OAK
PINE
PALM
CITRUS
OTHER AS NOTED
FLOOD ZONE NOTE:
THIS SITE LIES WITHIN THE FEDERAL EMERGENCY
MANAGEMENT AGENCY FLOOD ZONE X ACCORDING TO
FLOOD INSURANCE RATE MAP COMMUNITY -
PANEL NUMBER 125096 0006 0, INDEX DATED
AUGUST 18, 1992.
~
0'1
"'I
II
Iv
SYMBOL LEGEND
.
CLEANOUT
CONCRETE
DROP INLET
FIRE HYDRANT ASSEMBLY
FLORIDA POWER CORPORATION
TRANSFORMER PAD
G.T.E. PEDESTAL
GATE VALVE
HANDICAP
JUNCTION BOX
LIGHT POLE
SANITARY MANHOLE
POWER POLE
WATER METER
WELL
-$- TEM~ORARY BENCH MARK # 1
EL. - 53.57
PK NAIL NORTH SIDE OF POWER POLE
#B-74666 LOCATED AT SOUTHEAST
CORNER OF SUNTRUST BANK PARCEL
I'
"
fA
(6)
181
o
x
IS
IOl
g
@
f1
~
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LEGEND
-$- TEM~ORARY BENCH MARK #2
EL. - 55.28
TOP OF NAIL AND DISK #LB208
LOCATED AT NORTHEAST CORNER OF
SUNTRUST BANK PARCEL
I
I
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GENERAL
EXISTING
DENOTES
PROPOSED
Right-of-Way or Property Line
Spot Elevation
35.1
'I-
35'1-1 OR
~
24-25
----- ----- -
..........24- - - 25- --
~ - ......--------
Contour
.a.
ASPHAlT
- - - - CURB ..,;-D.1.
- J}- ~De- J}- 71--
J.B. C.B. D.I.
J LATERAL
- -{"L ~Se- -wYE~.:;;a
M.H.~ C.O.
,AI
- - - ~ -We- ~ --
.H. G.V.
- - - - -<lFMe - - - -
ASPHAlT
Pavement
Sanitary Gravity Main
CURB
.D~
C.B. D.1.
'I LATERAL
· .S J~..-P
M.H.--T 'f w WYE C,O.
'--t.H. tLG.v.
.. -FM- ..-
- ..-S/D- - -
~
Storm Drainage
J
J.B.
Water Main
Force Main
-
- - - - -<lS/De - - - -
Sub-Drain
~
Water Meter
2
1
No.
6 9 03
2 21 03
DATE
PER S.W.F.W.M.D. REQUEST
PER SUNTRUSrS REQUEST
REVISIONS
SUNTRUST PARCEL
PAVING AND DRAINAGE PLAN
" '
INDEX OF DRAWINGS
CLEARWATER
PREPARED FOR:
NORTHWOOD PLAZA, LLC
% MR. GORDON COMER
United American Realty Corp.
8302 Laural Fair Circle,
Suite 100
Tampa, Florida 33610
Phone: (813) 740-8992
S~LOVERAS -.
FL ENGINEER'S L1C~NSE No. PI;: 8508
FL SURVEYOR &: MAPPER liCENSE No. LS 1762
PINELLAS COUNTY
DATE: FEB. 4, 2003 APPROVED BY:
DES.: T.G. Radcliffe
DRN.: RLG, WTS
CKD.: -<<
SCALE: 1" = 20'
JOB No. 29129
FLORIDA
DESCRIPTION
SHEET
3
OF
LLOVERAS
BAUR
&
STEVENS
ENGINEERS - SURVEYORS - PLANNERS
Phone: (727) 784-3965 #LB 0000208 Fox: (727) 784-8153
29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 33761
8
CONSTRUCTION PLANS
29129
JOB No.
'\
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4" I ~
\ I ~ I
9 29" I \ / lj / fJ /
EXISTING WATER METER \ \ / / / 2- TRAFFIC SIGNAL BOXES
& SERVICE LATERAL TO \ / I / '"
BE REMOVED \ / Y "
'" ---- - ------ / - --- EX'ISTING MH
~-----2" ~ ~ ~~5 - 0/_ __----- RIMEL. = 52.26
_ _ DI~ ~Ll-:DS-- r1--.::::::=t-1'~ RE .?~'_-=- __--5----- I INV. N. = 42.98
EXISTING 5' WIDE3~CoWALK-- UGe \ 300 00' ~G-;- I INV. SW. = 43.24
--=-----=--=-=-=----- - - - - - - - - - - - - - - - \ . - _ _ _ _ _ _ ____ -.L INV. W. '1= 44.36
(3) 1" WATER METERS _----52--,-------- T.B.M. #L_L--\ I
52- --WITH BACKFLOW ------ EL. = 53.57 ; \ TRAFFIC SIGNAL BO~
- - - - - - - - - - - -\- - ,8"We - - - - - - - - -L - __ TRAFFIC SIGNAL POLE
- - _PREVENTER_ DEVICE~--=--=---=--=-=~~-J+ ~1_---=-'iC= -24"x36"De~~ -.L - - - ---0 I ;
------ ----- -----.." I EXISTING J.B.
I I ~7 I RIM EL. = 51.98
EXISTING CB I I I INV W 46 40
WATER SERVICE LINE TO TOP EL. = 50.72 I I / cb I I .. = .
INV. S. = 45.90
BE INSTALLED UNDER INV. N. : 47.60 I ; / k ~ ~ I
EXISTING SIDEWALK INV. E. - 47.89 / I t') IN:;.?
_' INV. W. = 46.93 ~ ,,0~ / 1/ 'I I
(, ----_ INV. S. = 47.69 Ix:> ~ I f J- I
ASPHALT PAVtMtm--::-"",,_ J. ;/ I \
, -51 ..( I \
~~ ~
1- ENTERPRISE ROAD
(1 00' RIGHT-OF -WAY)
~
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----
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PROPOSED OUTDOOR
SEATING
~ ~-
"- /' ----
EXISTING ASPHALT PAVEMEN:~ ---------56_
/'
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-
--.......
trB"
--
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5'
.89030' 48" E.
- -'
030"
--
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29"
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---:,
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.......
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- ----
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- j/ ~ EXISTING CURB
l TO REMAIN
ASPHALT PAVEMENT ~
rSIGN
r--ts6----
(
......-- EXISTING
, I CONe. CURB
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/
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EXISTING
DUMPSTER
AREA ~
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----
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UNDER StOR
SERVICE \
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\ /
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(2) 25 LF - 6" PVC
LATERAL @ 1.04% GR
6" PLUG
PROPOSED SUNTRUST INV. = 50.23
BANK 6. 11"
5,500 S.F. 13"
F.F. 56.10 (DEAD) ..
/"--.
f 12" \\
I 1 3" .->
~ ~
I \
~
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CONC.
UNPAVED
~
/0...
,...-_ I W
/ ----"--. /
'56/
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____~T~--"....-.......9<l ~ (
'--~ u ~
- -------- '\.,. . ~
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-=---- \ ~8" 6 ~
-- \ u a... I
s \ \ ~ 40" n
-------..~ \ ~ ~ 1
..-----.- " \\\\ \ ~ 1/
,/\\\~\\\\ 0, 1\ ~ / ~ '\ r 1\
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\\ \ \ \ \ ~ ' ~ / I I I
, \ \ \ \ I~ I I )
i \, 1 \ \, I ~J ,/".L- --." ---r"I 6" . / -
, I I I, I \, ~_ 1" WATER SERVICE LATERAL
i !l)i'l~ I p-- "--~~
: I r I / ) I' / I (\ 86 LF - 8" PVC @ 0.40% GR
1 (I J ~ I )~ EXISTING~ ~~I~IN~uRa \ C I I I
, / I I I II EDGE OF (TYP.) \ EXISTING ASPHALT PAVEM T,
,.If III f PAVEMENT I \ I "<;J ~- -56i--l--oco
/ ) / I I 1/ ( 1\ EXISTING 1'\ I
.--.' / / / / ) ("--- -----') \ 17" CYPRES~ PRO,POS~D
-~::/ /1 / 1;4 r -----54-- ..0. RETAIL SIGN
- -' I / IGN _ \
-- / / / I Ix:> <1'
--~ ,.-/ ;1" I S4~"2:V ~ /,,,....--,,,, "'.....ft:'-...
~ - ..<": / MP~./ ~ - 0 ( y /' " 14"" 1 8"
----y ..::- '----__11---' ~ - L____ '\,
-,,-_J"-"'/ ,/, ' , SIGN~ 016" ""-----..- -54-SIGN - - --~ ---=-_ -7__~___
~~~-Wd~10'~POWEB_ PEDESTAL~--"" _ _ _ _: _ _ _ _ _ _ _ _ _ -~~8-:~30/48"W. ..- ~ -=-=------ - ----~-
-- 'T EXISTING MH ,---C:2..,------.. - - -;P - - --=-=.~_ - - - - - - - -,..... - - -10"Se - --
./ RIM EL. = 53.48~' _- ---_ --\9T----------
"....--".-/ INV. W. = 45.12 ------53--/"'---------..-----.. ...-- ~ -:,1-__ ---.......'" 3-"""-"""- I
-'-- INV. E. = 45.12 -----.. / /, "- ----:, I __
INV E = 4945-~--'- L-------~-EXISTING 5 WIDE CONC.. WALK ----- ----L-_-=-8"We ~~= ----=.:---::--
--52-- ... ,-'--- L --f -
__ c..::--=-~ INV. N. = 46.05 -----_____--/.......-~F'_= -=-----=-=-_,-=-:-.:-::-_-=-_=_=___ -.:1- - - - *-=--=----=--=-=-=-- ~-24"x36"De- - - - - - --
~-------
27"
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EXISTING [7
FIRE' HYDRANT;
ASSEMBLY /
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SAWCUT AND PATCH--
EXISTING SIDEWALK
--51_
---
DROP (DOGHOUSE)
MH No. 1
CONSTRUCT NEW MANHOLE OVER
EXISTING 10" CllY OF CLEARWATER
GRAVllY SANITARY SEWER. GROUT AND
SEAL TO PREVENT INFILTRATION.
RIM EL. = 53.0:1:
INV. N. = 49.45
INV. E. = 44.76
INV. W. = 44.76
-
-
-
---
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01
01
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fo 1 r\~
91 I ~
1'0 1 I ~\
..- x\
oilY \
0,'-- \
dft. TRAFFI~ SIGNAL BOX
YI EXISTING CB
w I I TOP EL, = 54.15
o 1 III INV. N. : 47.75
INV. E. - 47.75
1 .J I INV. S. ",; ,47.42
I . - - - -18" De- - - - -1
TJI \
I / \
~/, ~
8' WIDE \
CONC. WALK \
TO BE REMOVED
-----..
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'///" /
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y/ /'"
T__ 6. 300.00'
--
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SHELTER ,- -,
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EXISTING
DETENTION
AREA
~~
\ l '~~
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PROPOSED PANERA BREAD CO.~
RESTAURANT \ \
LL> \
" 5,000 S.F. \
/'---- I \ \-\-
~F.F. 55.90 ---.- -- -
EXISTING CB J \
-- TOP EL. = 55.00 ~ EXISTING CONC. CURB
INV. N. = 51.94 \ \
EXISTING DRAINAGE
AND RETENTION POND
EASEMENT O.R. BOOK
PAG 497
,EXISTING C NC. CURB
--=oro-=;- '" 18" CYPRESS
\ \ ,,,- - ail7\"
_/) jPROPOSED ~E
-~T; \ 5,200 ~.F.
F.F. 55.90
\
RIM EL.~O;4.~ \
INV. S. = 49.80
INV. NE. ;". 49.97
INV. W. ~ 49.97
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TRAFFIC SIGNAL BOX I
",,,,
E,XISTING ) /
SIGN TO BE / -1
REMOVEDr \ r- /~)
.~ l EP
EXISTING CITY OF :
I CLEARWATER EASEMENT O.R.
BOOK 4817, PAGE 2132
t ~'"/ \
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AREA
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6" PLUG
INV.' = 50.23
\~ I
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a...
W
"-----
-----_/"
\
----------
"-5~
--
-~
CONNECT TO EXISTING 8" CIlY OF CLEARWATER
WATER MAIN W/8"x8"x1J2" WET TAP AND TAPPING
VALVE W/ ADJUSTABLE BOX AND COVER.
ABBREVIATION LEGEND
GENERAL LEGEND
BC
CL or <t
co
CONC.
C.M.P.
D.1.
EL.
EP
EXIST.
F.F.
F.H.
GA
GND.
GV
HC
INV.
J.B.
LTP
O.F.S.
M.H.
PP
R.C.P.
R/W
GENERAL NOTES:
EXISTING
DENOTES
PROPOSED
1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR INTERVAL
= ONE FOOT.
2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY.
3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS
SHEETS, "AS-BUILr' PLANS AND FIELD INFORMATION. THE CONTRACTOR
SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, BOTH
PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION
SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES
THEY MAY HAVE AFFECTING CONSTRUCTION.
6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVICE AREA.
7. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER SERVICE
AREA.
"!:iB'f..1 OR
"!:iB.1
'f...
Right-of-Way or Property Line
Spot Elevation
~
.......--- 24 -:----25-
24-
--------
---------
- - ASPHALT --
- - - - CURB?D.1.
J.;-JJ- -<IDe C,B;:;E:tJ -
J LATERAL
- -{7 -<lSe- - -~.7'
M.H.----" WYE C.O.
cfl
- - - ~ -We- --!>(}- --
F.H. "'--G.v.
- - - - --<lFMe - - - -
....--
25- --
-------
Contour
Pavement
ASPHALT
Sanitary Gravity Main
CURB
IIID~
C.B. 0.1.1
4 LATERAL
..... III S WYEJ CO J'
M.H..-r t . .
'--F.H. W ~Lc.v.
. -FM- .-
-~S/D- --
181
Storm Drainage
J
J.B.
Water Main
Force Main
-
- - - - --<JS/De - - - -
Sub-Drain
~
Water Meter
= BACK OF CURB
= CENTERLINE
= CLEANOUT
= CONCRETE
= CORRUGATED METAL PIPE
= DROP INLET
= ELEVATION
= EDGE OF PAVEMENT
= EXISTING
= FINISHED FLOOR
= FIRE HYDRANT
= GUY ANCHOR
= GROUND
= GATE VALVE
= HANDICAP
= INVERT
= JUNCTION BOX
= LIGHT POLE
= OVERFLOW STRUCTURE
= MANHOLE
= POWER POLE
= REINFORCED CONCRETE PIPE
= RIGHT -OF -WAY
SYMBOL LEGEND
.
CLEANOUT
CONCRETE
DROP INLET
FIRE HYDRANT ASSEMBLY
FLORIDA POWER CORPORATION
TRANSFORMER PAD
G.T.E. PEDESTAL
GATE VALVE
HANDICAP
JUNCTION BOX
LIGHT POLE
SANITARY MANHOLE
POWER POLE
WATER METER
WELL
~
(6-)
~
o
X
6-
~
~
@
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~ ~
o ~
o >-
m <:
I 3f
~I~
\ ...J I
...J j:
~ C'.:)
\~ ~
\~ I
PROPOSED \
RETAIL SIGN \t
\
\
\
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m
cr
~
u
\
\
T.B.M. #2
EL. = 55.28
)
(
50.00'
'&
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W
~
~\
a...
~
~
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a...
UJ
~
~
\
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SECTION 28, TOWNSHIP 28 SOUTH, RANGE 16 EAST
N
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TRAFFIC SIGNAL BOX
TRAFFIC SIGNAL POLE
TREE LEGEND
20'
40'
I
~-"--.
\
\
\
\
<1'
'"
\
\
\
\
\
\
\
\
\
\
\
\
(
\
\
\
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0' 1 0'
~-..."'"
SCALE IN FEET
a...
w
\..
~
<1'1
"'/
1/
~
I
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\ I
\ I
~
.a.
J
\
,"
"
NOTE:
GREASE TRAP SHALL BE INSTALLED PER
ARCHITECTURAL DRAWINGS.
DEMOLITION NOTE:
ALL EXISTING SITE IMPROVEMENTS IN CONFLICT
WITH THE PROPOSED IMPROVEMENTS SHOWN
HEREON SHALL BE REMOVED. THE CONTRACTOR IS
RESPONSIBLE FOR OBTAINING ALL REQUIRED
DEMOLITION PERMITS AND FOR COMPLIANCE WITH
ALL PERMIT CONDITIONS.
PER CITY OF CLEARWATER REQUIREMENTS
PER SUNTRUSTS REQUEST
5 6 03
2 21 03
DATE
2
1
No.
REVISIONS
PINELLAS COUNTY UTILITY NOTE:
A PINELLAS COUNTY UTILITIES LICENSE IS
REQUIRED FOR ALL WORK WITHIN PINELLAS
COUNTY RIGHT-OF-WAY OR EASEMENT.
SUNTRUST PARCEL
WATER AND SANITARY SEWERPLA~
SHEET No.
INDEX OF DRAWINGS
DESCRIPTION
CLEARWATER
PREPARED FOR:
NORTHWOOD PlAZA, LLC
% MR. GORDON COMER
United American Realty Corp.
8302 Laural Fair Circle,
Suite 100
Tampa, Florida 33610
Phone: (813) 740-8992
PINELLAS COUNlY
DATE: FEB. 4, 2003 APPROVED BY:
DES.: T.G. Rodcliffe
DRN.: WTS,CMM
CKD.: '1'11e
SCALE: 1" = 20'
JOB No. 29129
FLORIDA
~LOVERAS
FL ENGINEER'S LICENSE No. PE8508
FL SURVEYOR &: MAPPER LICENSE No. LS 1762
SHEET
4
1. ----------- COVER SHEET
2. ----------- LAYOUT PLAN AND TREE SURVEY
3. ----------- PAVING AND DRAINAGE PLAN
4. ----------- WATER AND SANITARY SEWER PLAN
5. ----------- DETENTION AREA RENOVATION PLAN
6. ----------- PAVING AND DRAINAGE DETAILS
7. ----------- WATER AND SANITARY SEWER DETAILS
8. ----------- SITE CONSTRUCTION SPECIFICATIONS
SYMBOL
o
/:;.
o
J)
o
SIZES AS SHOWN
NOTE: ONLY TREES 4" D.B.H. OR LARGER
HAVE BEEN LOCATED AND SHOWN.
DESCRIPTION
OAK
PINE
PALM
CITRUS
OTHER AS NOTED
LLOVERAS
BAUR
&
STEVENS
ENGINEERS - SURVEYORS
Phone: (727) 784-3965 #LB 0000208
29228 U.S. HIGHWAY 19 N.
PLANNERS OF
Fax: (727) 784-8153 8
CLEARWATER, FLORIDA 33761
CONSTRUCTION PLANS
29129
JOB No.
'x3'x4" CONCRETE SLAB
SKIMMER: 36" DIAMETER ALUMINUM
C.M.P. CUT IN HALF-WELD OR BOLT TO
2" x 2" ALUMINUM ANGLE
TOP ELEV. = 52.81
BOTTOM ELEV. = 49.93
(RED HEAD ANCHOR BOLT TO SIDE OF
BOX)
,
o
o
,......
V)~
;.
~~
\
~'\
f..J")'
4.00'
S..J
.6'.>
C
TOP OF SKIMMER
ELEV.= 52.81
lo
N
N
lo
o
N
BOTTOM OF SLOT ELEV.= 50.18
BOTTOM OF SKIMMER
ELEV.= 49.93
NOTCH
to
PROPOSED 5' x3' x4"
CONCRETE SLAB TO BE
CONSTRUCTED AS PART
OF NEW OVERFLOW
STRUCTURE
. '.
SECTION C-C
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
18" RCP~ ""
INV.= 50.18
EXISTING AND PROPOSED
OVERFLOW STRUCTURE
NOT TO SCALE
PROPOSED
RETAINING WALL
NOTE:
SOD ALL SLOPES FROM BACK OF
TO WATER LEVEL PER CITY OF
CLEARWATER REQUIREMENTS.
"
AREA TO\ /
BE FILLE~
~---I~ -
............ 1L
-- _ 4
-
PROPOSED GRADE
WATER QUALITY
TREATMENT VOLUME
= 13,250 C.F.
~ 6" PLUG
: INV. = 48.20
.
L- PROPOSED EROSION
: CONTROL (lYP.) SEE
DETAIL SHEET No. 6
/
SAWCUT EXISTING PAVEMENT.
TOP OF PROPOSED CURB
SHALL BE 6" ABOVE EDGE OF
ASP HAL T.
I
I
SAWCUT AND MATCH
EXISTING PAVEMENT.
p
------
..... - ..... - ..... - ..... - -..
-
PROPOSED EROSION
CONTROL (lYP.) SEE
DETAIL SHEET No. 6
...............
22'
50 ----
tJ
CD
0:::
::J
U 0
....I Z
<( Z
U
~ ~
W 0:::
>
, 0
lo w
(f)
o 0
W 0...
(f) 0
o 0:::
0... 0...
~ I
( /
I \
\
\
I
I
I
I
I
\
\
\
-------
23'
A
SAWCUT EXISTING PAVEMENT. TOP
OF PROPOSED CURB SHALL BE 6"
ABOVE EDGE OF ASPHALT.
r-
a
a
CURB
28LF - SOLID 6" P .V.C.
-+>
U'
NEW MITERED END
SECTION TO MATCH
EXISTING BANK \
-De
%-
-
-
.-
0.1. No. 4
GRATE EL. = 54.75
INV. N. = 50.43
INV. S. = 50.43
46 LF -
INV. -
.g.
58 LF - 1 8" RCP @ 0.28%
C.8.
1
I
Of)
r
~
\
\f
\
No.
B.C. EL. = 55.35
INV. N. = 50.62
INV. S. = 50.62
/
-
S.890 30' 48" E.
~
o
v
o
J/
f-
1300.00'
16"
Q) \- J.B. No. 1
L 14" /~ ------ ~IM EL. = 55.25
b. 'I \ INV. N. = 48.05
) I \ \ INY. S. = 48.15
~14" \ \
l_y/~/~~-1'~l- _\~\- -- - --
.... 1- \ \ \
1\\
S I /
~'J\U \
t :1
Ul
U'
'"
\
\
\
~
a
"'"
J/~5
r-----__J ~ \
)
EXISTING AND PROPOSED
HIGH WATER LEVEL = 52.81
--
--
EXISTING AND PROPOSED
HIGH WATER LEVEL = 52.81
NOTE:
SOD ALL SLOPES FROM BACK OF
CURB TO WATER LEVEL PER CITY
OF CLEARWATER REQUIREMENTS
WATER QUALITY
TREATMENT VOLUME
= 13,250 C.F.
-
ORIGINAL BOnOM
./
EXISTING GRADE -------v
/
.---/-- WATER QUALITY
------4 WATER LEVEL =
--'"
6'
EXISTING GRADE
50.29
PROPOSED C~
PROPOSED RETAINING WALL
PROPOSED
GRADE
50.29
LOW WATER
LEVEL = 48.90
SILTATION TO
BE REMOVED
LOW WATER LEVEL = 48.90
SILTATION TO BE REMOVED
ORIGINAL BOnOM
AREA TO BE EXCAVATED
BOTTOM EL
= 45.00
DETENTION AREA RENOVATION SECTION B-B
DETENTION AREA RENOVATION SECTION A-A
LOOKING WEST - NOT TO SCALE
LOOKING NORTH - NOT TO SCALE
DETENTION AREA STAGE STORAGE DATA
WATER SURFACE AREA
EXISTING
N
20'
40'
I
0' 10'
~_.....
- -
SCALE IN FEET
100LF - 6"
FILTRATION SUB-DRAIN
L,
I
I
I
I
I
I
I
I
Q)
o
(0
OVERFLOW
STRUCTURE
.-------?
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'[ I
~
N I
I I
l'"". -.
I': I I I
I . I I
~~ : ~ I ~
:i! i ~ \
'v+PROPOSED EROSION
~: CONTROL (lYP.) SEE
(fl. DETAIL SHEET No. 6
Ii ~
T,B.M. #2
EL. = 55,28
~
( \
\
'~\ \
\)
INV. = 50.18
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
\0
.
.
.
t)
ELEVATION
50.29
52.88
STORAGE
10,334 S.F.
13,141 S.F.
30,400 C.F.
TREE LEGEND
SYMBOL
o
t:,
o
r)
o
SIZES AS SHOWN
NOTE: ONLY TREES 4" D.B.H. OR LARGER
HAVE BEEN LOCATED AND SHOWN.
DESCRIPTION
OAK
PINE
PALM
CITRUS
OTHER AS NOTED
1. ----------- COVER SHEET
2. ----------- LAYOUT PLAN AND TREE SURVEY
3. ----------- PAVING AND DRAINAGE PLAN
4. ----------- WATER AND SANITARY SEWER PLAN
5. ----------- DETENTION AREA RENOVATION PLAN
6. ----------- PAVING AND DRAINAGE DETAILS
7. ----------- WATER AND SANITARY SEWER DETAILS
8. ----------- SITE CONSTRUCTION SPECIFICATIONS
o
~
0:=
::c
b
o
m
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z
w
--'
--'
::>
::E
o
::E
SHEET No.
SECTION 28, TOWNSHIP 28 SOUTH, RANGE 16 EAST
SOD
NOTE:
NO SOD SHALL BE PLACED OVER FILTER.
FILTER FABRIC SHALL BE PROPEX 4545
AS MANUFACTURED BY AMOCO FABRICS CO,
OR APPROVED EQUAL WITH A PERMEABILITY
COEFFICIENT OF 0.20 CM./SEC. (23.62 FT./
HOUR MINIMUM.)
7'-0"
3" - 3/8" GRAVEL
~J
~"
WATER QUALITY TREATMENT
WATER LEVEL = 50.29
48.90
AVERAGE
CENTERLINE
SUB DRAIN
EL. = 48.40
2' CLEAN SAND - THIS FILTRATION
MEDIA SHALL HAVE A UNIFORMITY
COEFFICIENT OF 1.5 OR GREATER
AND AN EFFECTIVE GRAIN SIZE OF
l 0.20 MM TO 0.55 MM IN ORDER TO
" FILTER THE FIRST 1/2" OF RUNOFF
3/8 GRAVEL AT A RATE OF 5.42 FT./ HOUR MIN.
30 MIL POLTETHYENE IMPERVIOUS
MEMBRANE WATER BARRIER
6" P.V.C. SUB DRAIN PIPE
( 3600 PERFORATIONS )
WATER QUALITY FILTRATION SUB-DRAIN
NOT TO SCALE
PINELLAS COUNlY UTILllY NOTE:
A PINELLAS COUNTY UTILITIES LICENSE IS REQUIRED FOR
ALL WORK WITHIN PINELLAS COUNTY RIGHT -OF -WAY OR
EASEMENT.
FLOOD ZONE NOTE:
THIS SITE LIES WITHIN THE FEDERAL EMERGENCY
MANAGEMENT AGENCY FLOOD ZONE X ACCORDING TO FLOOD
INSURANCE RATE MAP COMMUNITY - PANEL NUMBER 125096
0006 D, INDEX DATED AUGUST 18, 1992.
GENERAL NOTES:
-$- T~~P~~~~ BENCH MARK # 1
PK NAIL NORTH SIDE OF POWER POLE
#B-74666 LOCATED AT SOUTHEAST
CORNER OF SUNTRUST BANK PARCEL
1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V, DATUM. CONTOUR INTERVAL
= ONE FOOT.
2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY.
3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS
SHEETS, "AS-BUILT" PLANS AND FIELD INFORMATION. THE CONTRACTOR
SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
-$- TEMP_ORARY BENCH MARK #2
EL. - 55.28
TOP OF NAIL AND DISK #LB208
LOCATED AT NORTHEAST CORNER OF
SUNTRUST BANK PARCEL
4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, BOTH
PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION
SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES
THEY MAY HAVE AFFECTING CONSTRUCTION.
6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVICE AREA.
7. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER SERVICE
AREA.
GENERAL LEGEND
EXISTING
DENOTES
PROPOSED
3Bj.7 OR
3B.7
j.
Right-of-Way or Property Line
Spot Elevation
y--
24~5_
----- ~
/'
...---24---2:5- -
-----
~
Contour
PROPOSED
ASPHALT
- - - - CURB,rD.1.
- J}- --<JDe- J}- J'r -
J.B. C.B. 0.1.
J LATERAL
- -C'- --<JSe- - wYE~-Act
M.H.-A' C.O.
lA/
- - - ~ -We- ~ --
"'--F.H. G.V.
--- - --<lFMe- ---
ASPHALT
Pavement
Sanitary Gravity Main
CURB
"D~
C.B. 0.1.
1 LATERAL
M.H.J il" S WY[J c,o...-p
~.H. W .LG.v.
. -FM- .-
- ....S/D- - -
~
Storm Drainage
~
J.B.
10,677 S.F.
14,603 S.F.
32,738 C.F.
Water Main
Force Main
-
- - - - --<lSjDe - - - -
Sub-Drain
~
Water Meter
SYMBOL LEGEND
.
CLEANOUT
CONCRETE
DROP INLET
FIRE HYDRANT ASSEMBLY
FLORIDA POWER CORPORATION
TRANSFORMER PAD
G.T.E. PEDESTAL
GATE VALVE
HANDICAP
JUNCTION BOX
LIGHT POLE
SANITARY MANHOLE
POWER POLE
WATER METER
WELL
FLORIDA
I-
,1
~
(<'>)
181
o
X
(s.
K:jI
.g.
@
p
~
@
PER S.W.F.W.M.D. REQUEST
PER S.W.F.W.M.D. REQUEST
PER SUNTRUST'S REQUEST
3
2
1
No.
REVISIONS
SUNTRUST PARCEL
DETENTION AREA RENOVATION, PLAN
PINELLAS COUNTY
FEB. 4, 2003 APPROVED' BY:
T.G. Radcliffe
CLEARWATER
PREPARED FOR:
NORTHWOOD PLAZA, LLC
% MR. GORDON COMER
United American Realty Corp.
8302 Laural Fair Circle,
Suite 100
Tampa, Florida 33610
Phone: (813) 740-8992
DATE:
DES.:
DRN.:
CKD.:
SCALE:
INDEX OF DRAWINGS
~LOVERAS --
FL ENGINEER'S LICENSE No. P[ 85'08
FL SURVEYOR de MAPPER lICENS-E No, LS 1762
SHEET
DESCRIPTION
RRD, CMM, wrs
..
1" = 20'
JOB No. 29129
BAUR
&
STEVENS
LLOVERAS
5
OF
ENGINEERS - SURVEYORS
#LB 0000208
PLANNERS
Fax: (727) 784-8153
CLEARWATER, FLORIDA 33761
Phone: (727) 784-3965
29228 U.S. HIGHWAY 19 N.
8
CONSTRUCTION PLANS
JOB No.
29129
2
- -
~ INVERTED CROWN PAV'T
~
32" 6"
~
2" 1/2" MORTAR
~ >-::: -b- ON INSIDE
_U-1 1/2" CLEAR
CONCRETE PERIMETER BEAM
REINFORCED W/4 - #4
BARS CONT. ALL AROUND
AND #2 STIRRUPS AT 12"
2" 6"
:-~
~
(0
+-
2"x 2"
I A....-. '
V' ANGLE IRON
./ II' "I I GROUTED IN
W BEAM PERIMETER
~ .....
_ ~ 001 " . V-CORBELL
'" . ,. I
-
:'
N
~. ~ I I
~N-
I
'to I
15"
--
-
36-1/8" x 27-5/8" STEEL
STEEL GRATE TYPE "C" AS
MANUFACTURED BY U.S. FOUNDRY
CORP. (#6611) OR APPROVED EQUAL
PIPE
-.....
PLAN
~2"X 2" ANGLE IRON GROUTED
IN BEAM PERIMETER
A-"
/ "---=::- PROFILE ~ADE
r / ./'
'. r . -
.
DIMENSION AT BASE ..
3'-9", 2'-8" ('a S.F.~ " " :":"" "~PRE-CAST UN'T OR
t'-.... PIPE' . CAST IN PLACE PER
6"x 6" #10 I .'" . ' PINELLAS COUNTY
WIRE MESH--........ ..... ~ V . ~ I SPE4~,IFICA TIONS
"" \' ~ - r-- ALL AROUND
I.~ .. ", -g-
~........ . .". ~
0.15' LOCAL DEPRESSION
ASPHALT -
CONCRETE
1 18"
I
............
SECTION A-A
DROP INLET
NOT TO SCALE
W
a::
o
~
a::
o
;.,
/:, POST (OPTIONS: 2" x 4" OR 2-1/2" MINIMUM
DIAMETER WOOD; STEEL 1.33 Lbs/Ft MINIMUM)
(FILTER FABRIC (IN
6' MAXIMUM I CONFORMANCE WITH
V I SECTION 985 F.D.O.T.
SPECIFICA TIONS.)
,; ~-~~ ~J <~ ~~ ~L ~ )(1)
~~~,~~ ~~(
~t UlL- ~ _ )
ELEVATION
--l
c:; 20.:t
OPTIONAL POST POSITIONS ~17
"
: : FILTER FABRIC
PRINCIPLE POST POSITION
(CANTED 20' TOWARD FLOW)
NOTE:
SIL T FENCE TO BE PAID FOR UNDER THE CONTRACT
UNIT PRICE FOR STAKED SILT FENCE (LF).
SILT FLOW
1lJr
SECTION
TYPE m SILT FENCE
NOT TO SCALE
~
MANHOLE RING & COVER "U.S.
FOUNDRY & MFG." No. 612
HEAVY TRAFFIC, 6" HIGH
355 LBS. MACHINED RING &
COVER OR EQUAL LID SHALL
BE MARKED STORM SEWER
LC~[]
~
~~
I 1-~3
8" PRECAST WALLS TO
COMPLY WITH D.O.T.
INDEX No. 200
TOP OF FRAME 0.2' ABOVE
FINISHED GRADE OR FLUSH
WITH FINISHED PAVEMENT ~
"'"
,"",
i=
[1
J
--=--
Q':W"
TOP VIEW - INTERSECTIONAL J B
48"
c8i
J
~
v .
I
:
,I
~
\D
) I-~
0-""- ::.1
<-. II II
L../ I~. -'---"""fl
r "'-- 6"x 6" 1 0/1 0 WIRE MESH
"-- 8" CONC. SLAB, 3000 PSI.
CONC. POURED IN PLACE
SECTION A-A
~
-
-
l
V
48"
, r
c~
J
(2)
~
I
. I-- 4" ALL AROUND
: ~
I I
. .--~ co
SECTION B-B
JUNCTION BOX DETAIL
NOT TO SCALE
"
'''I.' '<,,
~
\)\~.
2-1/2~
MIN. I I
~[~~
LO II ~
7-3/4" ~ #3 BAR
TYPICAL
\ '""~.
~ " v'
'!>Ibi
~~.
6 "
'!>Ibi
~
~
N
.........
N
2" MIN-l7Jr- ~
~ N
N
~ 11-1
R II .....
I 7-1/2" fT
3 BAR
TYPICAL
"
\~\~
CONCRETE TO BE 3,000 PSI
TYPE A
TYPE C
PRE-CAST CAR STOPS
NOT TO SCALE
~1 1/2" TYPE PC-1 ASPHALT (MODIFIED) SIDEWALK1\
g~R"JR~TICAL / 62'
JJr: , /, 1 ' 19' PARKING BAY I.UL.
FINISHED 19 PARKING BAY 1 12 2 I
GRADE '"'\ 6"~ - I l ( OF INVERTED CROWN T 5'
,~ " ~CAR STOP SLOPE V~R/ES-SEE PLAN SLOPE VARIES-SEE PLAN CAR STO~ ,
~~~" . I 1/4 /FT. TYP. 1/4" /F1. 'NP. I .'. "f .'. .
v>V~~ ... - . . ~!
//0:~~ 'V/////////////Y///////A'/: i 77#/7////////////////~" ~
...SUB-BASE COMPAC~;\O BEST AVAILABLE ~&~W$~/A
DENSITY WITH RUBBER TIRE EQUIPMENT
"'9" STABILIZED SUB-BASE COMPACTED TO 98% MINIMUM
DENSITY MODIFIED PROCTOR AASHTO T-180.
STABILIZED AS REQUIRED TO ATTAIN A LBR-40.
L-
6" SUB-DRAIN l2J
(SEE DETAIL AT BELOW)
... L1MEROCK BASE COMPACTED TO A 6" MINIMUM
THICKNESS AT 98% MINIMUM DENSITY MODIFIED
PROCTOR AASHTO T -180.
18"
NOTE:
AN ALTERNATE OF 6" SOIL-CEMENT BASE (300
P.S.1. - 7 DAYS) MAY BE USED IN LIEU OF THE
BASE AND SUB-BASE SHOWN ABOVE (BOTH
SECTIONS) IF APPROVED BY THE OWNER AND
ENGINEER. IF THIS ALTERNATE IS ALLOWED, THE
SUB-BASE WILL BE COMPACTED TO 98
MAXIMUM DENSITY (MODIFIED PROCTOR).
SPECIAL SUB-DRAIN NOTE:
SUB-DRAINS MAY OR MAY NOT BE
REQUIRED DEPENDANT UPON SUB-SURFACE
SOIL AND GROUNDWATER CONDITIONS. THE
ENGINEER AND/OR OWNER WILL DETERMINE
THEIR NEED AT THE TIME OF CONSTRUCTION.
TYPICAL PARKING SECTION
NOT TO SCALE
<.-?
4'
MI~
S' . ~ts
MI~ IDt~
. "'~ tl4l
tt~lA. St.
l St.
<0,>
~
RAMP CURB
II
CONC. SIDEWALK
MA TCH EXISTING IF
EXISTING SIDEWALK ~
GRASS PLANTING OR OTHER
NON-WALKING SURFACE~
6~
C"a
~c:'
4'/5'
~ O"V <0
<<'ca ~ A "'-.. -
~o.5' '-5'?, ' .-:A:) ~
~&,:. ~ <<' /
-9'0.5' C'?' ~ C'&,:
"V<:<) C"&,: / ~<:<'1 ~&>
C"~ ~&> 0.5'
0.5'& cp. ~~
~--?~ ..o-9'~~
~~;:
J.0
~~
~<+
<.~
~J
;;7
EXIST. TYPE I CURB /
30 LB. FELT
TARPAPER
N
J
t
SECTION
--
'\: )()(j
r~
~~
(" -----
~N'TI )
JC~
~l
~
00
NOTE:
USE 6" PERFORATED P.V.C. PIPE
FOR SUB-DRAIN AND REQUIRED FITTINGS.
SOLID PIPE AT JUNCTIONS AND CATCH
BASINS. PLUG HIGH ENDS AND COVER
OUTFALLS WITH HARDWARE CLOTH.
PERFORATIONS SHALL BE TURNED DOWN.
h
6" SUB-DRAIN
,
I
.J
r1Jr
,/1 0 ~ >j';::
o~~~
;X~ J\T
SUB-DRAINS MAY OR MAY NOT BE REQUIRED DEPENDENT UPON
SUB-SURFACE SOil AND GROUNDWATER CONDITIONS. THE
ENGINEER AND/OR OWNER WILL DETERMINE THEIR NEED AT THE
TIME OF CONSTRUCTION.
~
3/8" ROCK
(D.O.T. SPECS.)
SPECIAL SUB-DRAIN NOTE:
6"
6" 6"
J
h
NOTE:
ALL PARKING LOT STRIPING
SHALL BE WHITE.
6" SUB-DRAIN DETAIL
NOT TO SCALE
5'
Rfi. S~~P~' .'
~1v
5'
I" ". . .. J" . . .SLO~E'...'(4:: (.~:. . '. .~
~ '... '" ','
"T". ..~ .. .... .. .... ...... ...... ...... ...
NOTES:
1. ALL CONCRETE IS TO BE 3,000 P.5.1. MINIMUM.
2. EXPANSION JOI NTS ARE TO BE PLACED AT 50' INTERVALS.
3. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS.
4. TOOL 1/2/1 RAlJlUS ALL EXPOSED EDGES.
5. SOIL UNDER SIDEWALK SHALL BE THOROUGHLY
COMPACTED.
1/4"
-
FOOTING SHALL BE USED
WHERE WALK ABUTS PAVEMENT
TYPICAL SIDEWALK DETAIL
GRASS PLANTING OR OTHER
NON-WALKING 7
- 6" 6" VERTICAL CURB
IN TRANSITION
NOT TO SCALE
~
\\Z
'<...
~
IREMOVE BACK OF CURBI'" FLOW LINE
IF EXISTING
.: ~
~
RETURNED CURB RAMPS
IF ''X'' IS LESS THAN 48" THEN
THE SLOPE OF THE FLARED SIDE
SHALL NOT EXCEED 12: 1.
SOMETRIC VIEW
CURB
I TRANSITION I
f;j---I
VALLEY GUTTER CURB
\
CONC. RAMP
DROP
CURB
CURB
I TRANSITION I~ BACK
I~~
OF SIDEWALK
I
jilU
. f--
~
./ TEXTURED SURFACE t
/
\
r~ ·
~,
~ 12:1 MAX.
ELEVATION A-A
SECTION B-B
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 1/8" BY USE OF TAMP OR ROLLER
IN CONFORMANCE WITH REQUIREMENTS OF FDOT
ROADWAY AND TRAFFIC DESIGN STANDARDS, DETAIL 304
OR MOST RECENT MODIFICATIONS.
~ .
A
1
, J
\4"
TYPICAL SIDEWALK
CURB CUT RAMPS
4: 1 MITER: TO I PIPE FQR PIPES 18" AND SMALLER.
2: 1 FOR PIPES 24' AND LARGER.
2: 1 MITER: TO I PIPE FQR PIPES 18" AND SMALLER.
1: 1 FOR PIPES 24 AND LARGER.
C
4:1 OR e
~, ~:1
CJN~~ .
I SADDLE'::::>. 1C.t r-- SIDE DITCH GRADEl
NOT TO SCALE
\~~/ 1 l'
I
~ ~ _Ii'
ln~
~
BEVELED OR
:~ ROUND CORNERS
~.:::::- _______-;.7
\ '\. 0/
\ /
1
/
T
I
/\ -~ --i - - -_
- ---j --~
( ~ I ~
"-- I /1
-~ ~ == == ~ ;c- :::::=-
~ /\ ~ I
"- If" I
CONCRETE SLAB, 3" OR 5W' THICK.! /
~ REINFORCED WITH WWF 6X6-W1.4XW1.4
~
/
'$-
~
I
I
(olr'
o ~ ~
00
3:~
'''' (I
- r--
'--
l-
\
'>.
/"
/ / /)"
rv-"::::- .-----....~
/~./I
In
TOP VIEW-SINGLE PIPE
*SLOPE:
G SLOPE 5' SOD
ENERAL VARIEs
NOTES sEt-
3" OR 51h" NOS. 1
DEEPEN AROUND OUTSID~
EDGE OF PIPE FOR 5~" SLAB~ _ ""
//v/.l<.///
\ 60
c /,{'--CONCRETE
NO PIPE JOINT PERMITTED PIPE"
UNLESS APPROVED BY ~ \
THE ENGINEER 1/ / / / / / / /'/ /
~ 2'
PAID FOR AS .............
PIPE CULVERT ----
.4
/ / / /
1
,
/ ///////",{/ Z
--NOT LESS THAN D I';":;q
y 1'-/1
E #4 BAR
5' SOD
--,
F (PIPE TO BE INCLUDED UNDER UNIT
PRICE FOR MITERED END SECTION)
SECTION
DIMENSIONS
D
x
A
G
SINGLE
PIPE
4.63'
4.92'
5.50'
6.08'
6.67'
7.25'
7.83
7.50
M
DOUBLE TRIPLE
PIPE PIPE
7.21' 9.79'
7.75' 10.58'
8.92' 12.33'
10.33' 1 4.58'
11.75' 16.83'
13.25' 19.25'
14.58' 21 .33'
13.42' 19.33'
QUAD.
PIPE
12.37'
13.42'
15.75'
18.83'
21.92'
25.25'
28.08
25.25'
B
E
F
C
/I
2'-7"
2'-10"
3' 5"
4'-3"
5' 1"
6'-0"
6'-9"
5'-11"
8'
9'
11'
13'
15'
17'
19'
12'
1.22'
1.41'
1.73'
2.00'
2.24'
2.45'
2.65
3.19
2.27'
2.36'
2.53'
2.70'
2.87'
3.05
3.22
3.05'
4.09'
5.12'
7.18 ~
9.25'
11.31'0
13.37'
15.43'
8.90
6.36'
7.48'
9.71'
11.95
14.18
16.42'
18.65
11.95
4.03'
5.03'
7.03' ~
9.03'
11.03'0
13.03'
15.03'
8.70'
II
W
or-Il..
"0
~...J
(f)
"
42"
48"
45"X29
MITERED END SECTION
NOT TO SCALE
8"
--
--
\11'
"'\,/ 1-! I ~
-fIT 'm J.
~
L'*
~ I
I
(
#5 REBAR 6" ~.
O.C.E.W. - ~ I~'
)
It
~ I ...,/
~L I
! < I
2-#5 REBAR .... I--- ..........-J:-. ~ .
0.
USE OF PAVEMENT SYMBOL
IN HANDICAPPED PARKING
SPACES IS OPTIONAL,
WHEN USED THE SYMBOL
SHALL BE 3 OR 5 FT. HIGH
AND WHITE IN COLOR.
b
I
In
:~O
~~' 3 S.F.
-l~'-
5 S.F.
HANDICAPPED PAVEMENT SYMBOL
I"
12/1
~I
-
o
z
::>
o
wO::
::><..?
--l~
OJU
<{
OJ
WHITE
BORDER&
SYMBOL
5' HIGH HANDICAP
PAVEMENT SYMBOL
(TYPICAL) ~ H/C
~,IGN
~~
5' ~
L19' I~ (
~
I. 12' "
~~
2"
-
~\<:;"s.
-.\~
18"
o
z
::>
wO
t:~
I~
~U
<{
rn
-~
1" SERIES
"C" LETTERS
~ID~
42"
PARKING BY
DISABLED
PERMIT
ONLY
.d
~
~
BLACK
BORDER &
LETTERS
I
NOTE
PAINT STRIPES SHALL FOLLOW CONFIGURATION OF HANDICAP SPACES.
1'-0"
I-
] ~1'5"
6" $ 255 FINE ~ ::SERIES C
F.S. 318.14 1 "SERIES C
1.5"
~
~I
1/2" BORDER 1 1/2" RADI
COLOR:
BACKGROUND WHITE
LEGEND AND BORDER BLACK
N
FTP - 55
6"xl'
INDEX OF DRAWINGS
DESCRIPTION
1.19'
1.21'
1.25'
1.29'
1.33'
1.38'
1.42'
1.38'
THIS PANEL SHALL BE INSTALLED
UNDER THE FTP-25 OR FTP-26
HANDICAPPED PARKING SIGN.
SHEET No.
HANDICAP SIGN AND PAINTING DETAIL
1. ----------- COVER SHEET
2. ----------- LAYOUT PLAN AND TREE SURVEY
3. ----------- PAVING AND DRAINAGE PLAN
4. ----------- WATER AND SANITARY SEWER PLAN
5. ----------- DETENTION AREA RENOVATION PLAN
6. ----------- PAVING AND DRAINAGE DETAILS
7. ----------- WATER AND SANITARY SEWER DETAILS
8. ----------- SITE CONSTRUCTION SPECIFICATIONS
NOT TO SCALE
28, TOWNSHIP 28 SOUTH, RANGE 16 EAST
6"
-l
<l ~
., CD
NOTES:
1. ALL CONCRETE IS TO BE 3,000 P.S.1. MINIMUM.
2. EXPANSION JOINTS ARE TO BE PLACED AT 50' INTERVALS.
3. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS.
4. TOOL 1/2" RADIUS ALL EXPOSED EDGES.
5. SOIL UNDER SIDEWALK SHALL BE THOROUGHLY COMPACTED.
-
.L. oJ,
"II" 'III'&;'
11==,
~l
.
.,
~O.n
~=;~ BASE
., y...O",
.t. ~'-'D.O .~
: / / sC,-{,E
6" VERTICAL CURB DETAIL
NOT TO SCALE
8"
PAVEMENT ~ J
\ t6" L
I I ! r ~
I'////////////A'/////////// . I
L1MEROCK BASEJ SUB-BASE ) ~
~ I
I
(
#5 REBAR 6" A.
O.C.E.W. - ~ 1"<<
)
It
~ I ...J
.'} <i1Ht;['2"
· ~~~. fu MIN.
NOTE:
1 . SOD ALL SLOPES CITY OF
CLEARWATER SPECIFICATIONS.
~
~
+1
b
r0
2. ALL CONCRETE SHALL BE 3,500
P.S.1. 28 DAYS MINIMUM.
3. RETAINING CURB DETAILS ARE
SHOWN HEREON FOR GRADING
CONCEPT ONLY FINAL STRUCTURAL
DESIGN SHALL BE CERTIFIED BY A
REGISTERED STRUCTURAL ENGINEER.
2-#5 REBAR
~
~
d
30"
TYPICAL RETAINING CURB DETAIL
NOT TO SCALE
TO REMOVE EXIST.
CONC. - SAW CUT
ALONG STRAIGHT EDGE. ____ EXIST. CONC.
--......, SIDEWALK
~" BITUMINOUS ~'
CONSTRUCTION JOINT.
ACTUAL PLACEMENT
WILL BE DETERMINED
BY FIELD - 0.:
REQUIREMENTS AND ~r0 ~
LOCATION OF EXISTING ,PIPE /./ ~~
CONST. JOINTS _~ "___~// / / / .
PROPOSED 6" THICK CONCRETE h ~
3,000 P.S.I. @ 28 DAYS
WIDTH AS DIRECTED
IN FIELD
6"x6" #10 MATCH X-SLOPE
WIRE MESH -I-- OF EXIST, DRIVE
~
-:- ,- - - "'......~ - ....--..--.
-
'.,...-
............,......--.---
z
~
.(0
r0
PIPE
PLAN
SECTION
BACKFILL MATERIAL TO BE TAMPED IN 12"
LAYERS STABILIZED AS REQUIRED TO ATTAIN
A 75 PSI. F.B.V. COMPACTED TO 98%
MAX. DENSITY
CONCRETE SIDEWALK RESTORATION DETAIL
NOT TO SCALE
~
~
+1
b
CD
NOTE:
1. SOD ALL SLOPES PER CITY OF
CLEARWATER SPECIFICATIONS.
2. ALL CONCRETE SHALL BE 3,500
P.S.1. 28 DAYS MINIMUM.
3. RETAINING WALL DETAILS ARE
SHOWN HEREON FOR GRADING
CONCEPT ONLY FINAL STRUCTURAL
DESIGN SHALL BE CERTIFIED BY A
REGISTERED STRUCTURAL ENGINEER.
Tn"--'
I I
_~__~,5 ~ I ~
~~24"
~ MIN.
-
TYPICAL
8" RETAINING WALL DETAIL
NOT TO SCALE
1 2/21/03 PER SUNTRUSTS REQUEST
No. DATE REVISIONS
RRD ~ I ....
DRN. CKD. APP
NOt< fHWOOjl ELAZA
SUNTRUST PARCEL
PAVING AND DRAINAGE DETAILS
CLEARWATER
PREPARED FOR:
NORTHWOOD PLAZA, LLC
% MR. GORDON COMER
United American Realty Corp.
8302 Laural Fair Circle,
Suite 100
Tampa, Florida 33610
Phone: (813) 740-8992
PINELLAS COUNTY
DATE: FEB. 4, 2003 APPROVED BY:
DES.: T.G. Radcliffe
DRN.: WTS, RLG
CKD.: ~
SCALE: AS SHOWN
JOB No. 29129
LS 1762
SHEET
6
FLORIDA
~VERAS - --
FL ENGINEER'S LICENSE No. PE 8508
FL SURVEYOR & ,MI\PPER LICENSE No,
~)
LLOVERASt
& STEVE~
- PLANNERS --J
Fax: (727) 784-8153
CLEARWATER, FLORIDA 33761
8
BAUR
ENGINEERS
- SURVEYORS
#LB 0000208
OF
Phone: (727) 784-3965
29228 U.S. HIGHWAY 19 N.
CONSTRUCTION PLANS
JOB No.
29129
SECTION 28, TOWNSHIP 28 SOUTH, RANGE 16 EAST
1-1/4"
it?
~
I
.I
j;i,-~
~II II!
.... .. iii
2" BALL VALVE .-/
HOSE BIBB -------- ~
3/4" GALVANIZED ~
Pick Hole
lo
"'-
~
Required ~
I^RW,-q
<v ODD/'
-.......; ~
USANITARY:;o
000000
SEWERo
000 0
OF L p...0
o
Non Skid
Pattern
Required
U
4fY II I I !III! ~
...' __ Oil
2" GALVANIZED ~
~ -
"'-N
1"1
10::
I 22-3/4" I ~ 0
~~I
MACHINED SURFACE
NOTES:
1. ALL CONCRETE TO BE 3000 PSI. WITH FIBER MESH
REINFORCING.
~
1:1;;
2" CORPORATION ~
'"
i
....
SOLID COVER
2. P.V.C. PIPE ENTRY REQUIRES MANHOLE ADAPTER COUPLING
BY FLO CONTROL INC., OR APPROVED WATER STOP COUPLING.
TAPPING SADDLE
;(BI ~
~ --t-- P
\., I ,.,j
--=--
3. MANHOLES SHALL HAVE AN INTERIOR AND EXTERIOR COATING
OF AT LEAST 15 MILS DRY THICKNIESS PROLO EP214-351
EPOXI-MASTIC OR KOPPERS BITUMASTIC BLACK SOLUTION 300M.
SOLID COVER SECTION
4. PRECAST MANHOLE DROP MAY BE APPROVED BY CITY
ENGINEER. SHOP DRAWING SUBMITTAL REQUIRED.
3'
r SEE INDEX NO. 301
3'
r SEE INDEX NO. 301
.LI
/
l~y-4
f-
LAYERS OF BRICK
~
Iii
-
'V/~~~/.
'~~/)(/R~~~%~~
,~>-,,'V~'>>;S~0:)o">. ,: ~~
<<~%~~
'~~~
n ~~
~~
~
%~%%~~$~~
~~~~~
~~~~~
~&~,/
~y/';7'
MINIMUM WEIGHT 128 LBS.
5. DROP REQUIRED WHEN 2' OR OVER.
\
APPROVED BARREL
JOINT SEALS ARE
"O-RINGS" AND
"RAM-NECKS".
TWO CONTINUOUS
RINGS AT ALL JOINTS.
LI
/
1~~4
-
-
-
-
-
~
r ~
~ ~~]
~
~
~
5/8"
MIN. 4 REQUIRED
I
2"/FT MIN.
POURED ENCASEMENT
/
/
(;
/
1
<\=p; ~* - I
~ _ <I> I 4' MIN. I
<I> <I>~ / h.
~ ~ <I> I II'\. V- GROUT FILL OPENING WITH
<I> - 2"/FT MIN.
~ .1 .1, NON-SHRINK MORTAR
/~:.~ Ik I
:<1> :~<I>fT1 ~ I T
- - - - ~ - - - - - -j- - ~
GROUT FLOW CHANNEL ~
"
,
~
I\.
CONCENTRIC CONE (FLAT COVER
ON SHALLOW MANHOLES 0' TO
4' DEPTH)
(
.:
~
LAYERS OF BRICK
APPROVED BARREL JOINT SEALS ARE
"O-RINGS" AND "RAM-NECKS"
36"
,
<
,
/
/
~
/
1
~~
~ - <I> 1
: :~ /
p> _ b I
...L I
:-
/ : <1>'-. I J~ I ~
:: :~<I> T/:\.Jt~ ~ ~~
'" 0' ::!..~...!.... -P-L -"-- to- _....J... ' I ~- 2' JOINT IN PIPE ENTRY
..... ..... ..... ..... .... ..... ..... ..... ..... ..... ...... ..... ..... ~ ~ (TYPICAL)
~ ~" ~ p... 4 ~ J -P
GROUT FLOW CHANNEL ~~ P.V.C. PIPE REQUIRES
MANHOLE ADAPTER
#5 AT 10" E W COUPLING BY FLO
. . CONTROL, INC., OR
APPROVED WATER STOP
COUPLING.
"-
,
~
\.
CONCENTRIC CONE (FLAT COVER
ON SHALLOW MANHOLES 0' TO
4' DEPTH)
\
8" BRICK
STEEL REINFORCEMENT
~
RESTRAINED 2"~(
TAPPED PLUG
~
~ ~
::::----[
~ ~~
L ~
[J
-
-
-
~
N
0::
o
8" BRICK
STEEL REINFORCEMENT
I
I f-- 5" MIN. WALL THICKNESS
TYPE II ACID RESISTANT
CEMENT 4000 P.S.I.
ECLIPSE NO. 85-B
BLOW-OFF ASSY.
INCLUDING LOCKABLE
CAST IRON BOX
~ 2" BRASS
RING - HALF PLA.N
I
I
~23"~
21 "
MACHINED SURFACE
/ I
'i / l
/\ "'"
'" ~, "
,<I>
4' MIN.
I
- I - 5" MIN. WALL THICKNESS
TYPE II ACID RESISTANT
I CEMENT 4000 PSI.
~
;- ~ GROUT FILL OPENING WITH
...L. / , NON-SHRINK MORTAR
~
~
WATER MAIN
."
r.
2" BRASS
~
~A
~
"'-
1"1
I
a.
0::
o
2' JOINT IN PIPE ENTRY
(TYPICAL)
,
RING - SECTION
"DOG HOUSE" OPENING
AT BOTTOM OF PRECAST
STRUCTURE TO FIT EXISTING
PIPE. OPENING TO BE GROUTED
A~OUND PIPE PER CITY SPECS,
NOTES
P.V.C. PIPE REQUIRES MANHOLE
ADAPTER COUPLING BY FLO
CONTROL, INC., OR APPROVED
WATER STOP COUPLING.
l- .r:
/.e
RESTAINER PLUG ~
PER DETAIL NO. 403
90. BEND
r-..
POURED
ENCASEMENT
I' , , ......
, ,
I
MINIMUM WEIGHT 7" 232 LBS.
9" 278 LBS.
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 COATING
OF AT LEAST 15 MILS DRY THICKNESS PROLO EP214-351
EPOXI-MASTIC OR KOPPERS BITUMASTIC BLACK SOLUTION
300M.
TEMPORARY/PERMANENT
BLOW-OFF AND GATE VALVE DETAIL
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.
NOT TO SCALE
STANDARD MANHOLE CONSTRUCTED OVER
EXISTING GRAVITY SANITARY SEWER
STANDARD MANHOLE DETAIL
NOT TO SCALE
NOT TO SCALE
STOP LESS CHECK
MUELLER H 14350 WITH LOCK WING AND
COMPRESSION INLET OR APPROVED EQUAL
STD. FRAME AND COVER DETAIL
NOT TO SCALE
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. LAST TWO(2) JOINTS ON A DEAD END RUN (MIN. 36')
7. LAST TWO(2) JOINTS ON A HYDRANT RUNOUT (MIN. 36')
65
65
THREADED CORPORATION STOP
MUELLER H15008
OR APPROVED EQUAL
( TAP AT 45. ANGLE )
~::d'
mU
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (FT.)
SADDLE REQUIRED ON
4" P.V.C. ONLY
~
.1 ~ MEGALUG RESTRAINER (TYP.)
55
I
-1
I
SADDLE SHALL HAVE DOUBLE
STAINLESS STEEL STRAPS
WITH EPOXY COATED
DUCTILE IRON BODY.
~
~ "X/
~' "
-
WATER SERVICE TUBING
DRISCOPIPE 5100 OR ENDOT /YARDLEY
BLUE JET, SDR 9, 3408 POLYETHYLENE W
60
PROPOSED GRADE
EXISTING GRADE '\ I
PROPOSED I
RETAINING WALl: I
MH No. 1
RIM EL = 53.0: \, // ~ '- __ '
60
NOM. ELBOWS (DEG.)
PIPE
SIZE 11 .25 22.50 45 90
VALVE
TEES
MH No. 2
RIM EL. .. 54.80
~L
~
~
<'y
4
6
8
10
12
3
4
4
5
6
5
6
7
9
10
8
10
13
15
17
12
15
20
25
29
9
11
14
18
21
55
WATER MAIN
':I..
EBBA 1500 SERIES (TYP.)
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.
50
I
i "" INV. N. ~ 49.45
50
TYPICAL
CHLORINATION POINT
/
/'
I 61/ PLUG INV. =
50.23
RESTRAINED JOINT DETAIL
86 LF-8" P.V.C,
@ 0.40% GR
\ ~ INV. W & NE. = 49.97
1\ I
[INV. S.: = 49.80
: I
I \ I
"--- 25 LF-6" P.V,C. SERVICE
LATERAL @ 1.04% GR
NOT TO SCALE
INV. W. =
If,
I I
~iL
44.76 1
= 44.76
45
45
INV. E.
1 5/6/03
No. DATE
PER CITY OF CLEARWATER REQUIREMENTS
REVISIONS
R R 0 "lie .....
DRN. CKD.APP.
NOT TO SCALE
40
40
NORTHWOOo. fJ.AZA
SUNTRUST PARCEL
WATER AND SANITARY SEWER DETAILS
PROFILE
SCALE: VERT. : 1" = 5'
HORIZ. : 1" = 50'
SHEET No,
INDEX OF DRAWINGS
DESCRIPTION
CLEARWATER
PREPARED FOR:
NORTHWOOD PLAZA, LLC
% MR. GORDON COMER
United American Realty Corp.
8302 Laural Fair Circle.
Suite 100
Tampa, Florida 33610
Phone: (813) 740-8992
PINELLAS COUNTY FLORIDA
DATE: FEB. 4, 2003 APPROVED BY:
, I
DES.: T.G. Radcliffe '~.
DRN.: WTS ..
CKD.: "lie ~
SCALE: AS SHOWN S?SA Y" ~lOVERAS
FL ENGINEER'S LICENSE No. PE 8508
JOB No. 29129 FL SURVEYOR &. MAPPER LICENSE No. LS 1762
1. ----------- COVER SHEET
2. ----------- LAYOUT PLAN AND TREE SURVEY
3. ----------- PAVING AND DRAINAGE PLAN
4. ----------- WATER AND SANITARY SEWER PLAN
5. ----------- DETENTION AREA RENOVATION PLAN
6. ----------- PAVING AND DRAINAGE DETAILS
7. ----------- WATER AND SANITARY SEWER DETAILS
8. ----------- SITE CONSTRUCTION SPECIFICATIONS
ENGINEERS -
SURVEYORS
#LB 0000208
& STEV'ENS l
- PLANNERS J
Fax: (727) 784-8153
CLEARWATER, FLORIDA 33761
SHEET
7
~\
LLOVERAS,
BAUR
OF
Phone: (727) 784-3965
29228 U.S. HIGHWAY 19 N.
8
CONSTRUCTION PLANS
JOB No.
29129
SECTION
Corrugated steel metal pipe and pipe arch sholl hove one-half inch minimum deep corrugations, and sholl be galvanized
and hot dip asphalt coated conforming to MSHTO M-36 and MSHTO M-190 (Type A) specifications unless otherwise
indicated on the plans. All joints shall be water tight and resist leakage at 0 hydrostatic pressure of 2 psi. Gauges shall
be shown on the plans; gauges are F.D.O.T. specifications.
The cast iron pipe and fittings sholl be Closs 22 (150 psi pressure rating), and sholl be cement mortar lined with
push-on or approved alternate joints. The cast iron pipe, fittings, joints and gaskets shall conform to the
specifications of ANSI A21.1, ANSI A21.4, ANSI A21.6, ANSI A21.8, ANSI A21.10, ANSI A21.11, and AINWA C-600.
Installation shall conform to ANSI A21.1 specifications for laying condition "B" with tamped backfill and the
manufacturer's recommendations.
I. GENERAL
A. DEFINITIONS
Corrugated aluminum alloy pipe and pipe arch sholl conform to the F.D.O.T. specifications, Section 945 and also
MSHTO M-196. The pipe and pipe arches shall not be asphalt coated unless shown on the plans or as required
governing agency.
to
by the
Reference is made in the construction specifications, standards and plans to some agencies and entities that might have
jurisdiction over this project. The references are abbreviated by the tabulation below and shall mean the latest
requirements, editions and/or amendments of each.
The ductile iron pipe and fittings shall be designed in accordance with ANSI specification A21.50, and shall conform
to ANSI Specification A25.51. The minimum thickness Class for pipe four inches and smaller shall be Class 51.
The minimum thickness Closs for pipe six inches and larger sholl be Class 50.
Gaskets for corrugated steel or aluminium pipe shall be in accordance with the manufacturer's recommendations and sholl
be a minimum width of six inches and a minimum thickness of three-eighth inches.
Section numbers referencing Florida Department of Transportation Standard Specifications for Rood and Bridge
Construction are given herein according to the number system used in the 1991 Edition. Subsequent editions may be
renumbered. The intent is the appropriate section as stated and shall apply in spite of any renumbering.
Underdrain pipe shall conform to the specifications of ASTM D-3033 and F.D.O.T. specifications, Section 440. All material
and installation shall be as shown on the plans or per the governing agency and Engineer's requirements. The perforations
shall be turned down and conform to the specifications of MSHTO M-189.
Ductile iron pipe shall be coated as specified for cast iron pipe. Mechanical joints and slip-on type joints shall
conform to ANSI Specification A21.11. Mechanical joint glands sholl be grey cast iron. Flanged piping shall have
125 pound flanges conforming to the requirements of ANSI Specification B16.1.
~ee.REVIATION AGENCY OR ENTITY
F.D.E.P. ------------ Florida Department of Environmental Protection
F.D.O.T. ---------- Florida Department of Transportation
COUNlY ------------ A political subdivision of the State of Florida
MUNICIPALllY --------- County, city or town
FDOH -------------- Florida Department of Health
CHU --------------- County Health Unit
ASTM -------------- American Society of Testing and Materials
AWWA -------------- American Water Works Association
USASI ------------- United States of America Standards Institute
NSF --------------- National Sanitation Foundation
SWFWMD ------------ Southwest Florida Water Management District
MSHTO ------------ American Association of State Highway & Transportation Officials
CS ---------------- U. S. Department of Commerce, Commercial Standards
EPA --------------- Environmental Protection Agency
ANSI -------------- American National Standards Institute (formerly U.S.A.S.I. & A.S.A.)
Catch basins shall be constructed of precast concrete. Precast concrete catch basins shall conform to ASTM C-76, Table
III, Wall B, F.D.O.T. Index No. 200-F.
Fittings shall be rated for not less than 150 psi working pressure, sh,all be suitable for the service required, and
shall conform to the requirements of ANSI Specification A21.10. Fittings shall be lined and coated as specified for
cast iron pipe.
The catch basin top may be cast in place or precast. Each top shall contain a two-foot diameter minimum cast iron
frame and cover placed within the concrete.
Unless otherwise shown on the plans, all pipe including P.V.C., D.I.P., and C.I.P. shall have a minimum cover of 24
inches in unpaved finish grade areas, and a minimum cover of 36 in ches in paved areas and public rights-of-way.
The bottom of the throat opening shall be below the flow line of the curb, ond the throat vertical height cannot vary
more than one-half inch from the detailed plan dimension.
The interior of all pipe and fittings shall be kept clean and free from dirt or foreign matter at all times. Thrust
blocks shall be installed at all fittings as shown in the table of the plans, Precast thrust blocks may be allowed
subject to Engineer's and governing agency's approval.
IDrop inlets shall be constructed of precast concrete. Precast concrete drop inlets shall conform to ASTM C-76,
Wall B.
Table III,
Junction boxes may be constructed of the same materials as catch basins, drop inlets or sanitary manholes. An inside or
outside drop unit is not required. A two-foot diameter minimum cast iron frame and cover is required.
Upon completion of the mains, the water system shall be subjected to a hydrostatic pressure test. All air shall be
expelled from the system, and the system shall be pressure tested by means of an accurate gauge. The pressure
test sholl be as specified by the Engineer, typically 150 psi for one Ihour minimum for the uncovered joints, and
24-hour minimum for covered joints. Uncovered joints are recommelnded. All leakage shall be corrected whereby
the pressure test will be acceptable; thereafter, the leakage shall not be more than 23 gallons/24-hours/inch of
diameter/mile or less as determined by the water system's inspector. The water system shall be flushed prior to
and subsequent to each sterilization procedure that might be required for acceptance. Initial flushing shall be done
after completion of the hydrostatic test. All lines will be sterilized in accordance with AWWA C-601 specifications
and local governing authorities' requirements.
All covers shall be traffic bearing unless otherwise noted on the plan and in accordance with the governing agencies'
Irequirements.
The words "shall" and "will" are mandatory. The word "may" is optional. Where a particular brand name appears with
"or equal", the intent is to denote a product of quality standard; therefore another brand of equal quality may be used,
subject to the Engineer s approval.
E. EXCAVATION
,All unsuitable material shall be removed such that no material remains within a field determined dimension of the outer
lIimits of any pavement, curb or building pad. Unsuitable material shall include, but not be limited to, vegetation, palmettos,
trash, trees, tree limbs, tree stumps, tree roots or clay. All clay, clayey, impervious soils or unsuitable soils shall be
Iremoved from paved areas to a minimum depth of 24 inches from the bottom of the pavement base, and shall be
Ireplaced with suitable material for compaction. The suitable material shall be compacted in layers to meet the required
,density. Subdrains may be installed as necessary to meet the required density. In no case shall any impervious material
Iremain in the pavement area such that water will be restricted from entering the subdrain system.
Gate valves three inches and smaller shall have a bronze or iron bodly and shall be bronze mounted, designed to
operate at 200 psi working pressure. Gate valves four inches and 10 rger shall conform to the specifications of
AINWA C-500, "Class 150" with an iron body, bronze mounted, non-rising stem designed to open counter-clockwise.
All valves shall have ends or joints to match the pipe to which they are to be connected. Each gate valve shall
be installed with an adjustable cast iron valve box and cover set at finished grade and well marked.
The Engineer shall mean L1overas, Baur and Stevens.
The Contractor shall mean the person or firm performing the proposed installations.
The Owner shall mean the person, persons, firm, company, partnership or corporation developing the project.
The Plans shall mean the site construction (working) designed drawings prepared by L1overas, Baur and Stevens. The
Plans depict the locations and elevations of each of the facilities, and are exclusive of these specifications in the
specification of material types.
F. SANITARY SEWERS
Fire hydrants shall conform to AWWA C-502 specifications and the local fire district requirements. Each hydrant
shall connect to a six inch minimum water distribution main. A gate valve with cast iron box and cover shall be
placed between the main and hydrant, unless the main is a "fire line" only. The hydrant valve sholl be 5 1/4
inches, with two - 2~ inch nozzles and one - 4~ inch pumper nozzle. The hydrant shall be installed plumb,
and the pumper nozzle shall face the pavement. The pumper nozzle shall be 18 inches above finished grade, and
shall open counter-clockwise. The hose threads and final paint color shall conform to local fire district
requirements. The hydrants shall be compression type with "break-away" facilities, and the operating stem threads
shall not be located in the waterway.
The entire sanitary sewer system shall conform to the requirements of the F.D.E.P., and also the requirements of the local
utility receiving the wastewater. The system shall be constructed as shown on the plans, including the details.
The Specifications shall mean the written detailed particulars of the project facilities which are, although part of the
Plans, not intended to supercede plan notations regarding general material types.
Sanitary sewer pipe material shall be of the sizes and material as shown on the plans. The pipe material sholl be
polyvinyl-chloride (P.V.C.), unless otherwise shown on the plans.
B. INTENT OF PLANS AND SPECIFICATIONS
The intent of the plans and specifications is to develop a project by acceptable engineering practice that is respectful of
the public's safety, health and welfare, and conforms to the requirements of any agency or entity having jurisdiction.
!Main line pipe shall either be polyvinyl-chloride P.V.C., ductile iron, cost iron or vitrified clay.
IP.V.C. sanitary sewer pipe shall conform to specifications and ASTM 0-3034 SDR-35.
Water service pavement conduits shall conform to the plans and the requirements of the water utility supplying
and/or maintaining the system. The conduits sholl be P.V.C. or an approved equal, and will be placed as shown
on the plans.
The Contractor shall obtain all permits, licenses and approvals required of the Contractor by the governing authority and
from any and 011 agencies having jursdiction on the project prior to proceeding with any portion or portions of the project.
The Contractor shall also comply with the requirements of the Owner or any governmental agency regarding bonds,
insurance, etc., if required.
lDuctile iron pipe and cast iron pipe, fittings, specials, joints and installation shall conform to the specifications for the
water distribution system as mentioned herein, Ductile iron pipe and cost iron pipe do not have to be cement-lined unless
Irequired by the local utility receiving the wastewater.
Water service pipe material shall be galvanized steel, P.V.C., polyethylene, polybutylene or an alternate approved by
the utility and Engineer.
The Contractor is governed by the requirements of all permits, licenses, approvals, etc., that have been secured
construction whether obtained by the Contractors' forces or by others.
Vitrified clay pipe, fittings, specials and joints shall be extra strength and shall conform to ASTM C-700, ASTM C-301,
ASTM C-425 and ASTM C-594 specifications.
for the
The contents of the plans, details and specifications prepared by the Engineer sholl be used with due regard to their
meaning, function and purpose. The Engineer shall not be responsible for any deviations, unless written approval is granted
by the Engineer.
Joints shall be Type III, compression "0" ring or Type B, compression sleeve. Infiltration shall not exceed ASTM C-425
or governing agency's specifications. Connections to cast iron shall be by use of adapters or per the manufacturer's
recommendations. Installation shall conform to ASTM C-12 specifications, governing agencies' requirements, and/or
manufacturer s recommendations.
Galvanized steel pipe shall be standard weight Schedule 40 with threaded connections. P.V.C. pipe shall be the
same as the main line pipe. Polyethylene shall be Type III, Grade 3, Class C material, and shall conform to ASTM
D-1248 and ASTM PE -3306. The tubing shall also be manufactured in accordance with Commercial Standard No.
C.S. 255, or an approved equal. Polybutylene tubing shall conform to AWWA C-902. All fittings shall conform to
the particular type service pipe material. Each service shall have a corporation stop at the main, and all service
connections and appurtenances sholl be subject to the approval of the Engineer and/or the water system supplying
the water. Water service locations will be marked on the curb with 0 durable paint.
All work or materials shown on the plans and not mentioned in the specifications, or any work specified and not shown on
the plans, shall be furnished, performed, and done by the Contractor as if the same were both mentioned in the
specifications and shown on the plans.
The trench for the sewer line shall be excavated to a minimum width and depth. Pipe laying shall commence at the lowest
point so that the spigot ends point downstream in the direction of flow. The trench sholl then be backfilled, protecting the
pipe from vertical or lateral movement. All lines and laterals shall be installed in straight lines with proper fittings at the
plan grade. The grade shall not rise or sag more than one inch vertically between two successive manholes; the
horizontal alignment between two successive manholes shall not vary more than three inches.
All building connections shall conform to the architectural plans and specifications, the governing agencies'
requirements, and the Engineer.
Should the Contractor, in preparing his bid, find anything necessary for the construction of the project that is not
mentioned in the specifications or shown on the plans, or find any other discrepancy in the specifications and plans, he
shall notify the Engineer who will furnish an explanation.
Water meter and backflow prevention device size, material and installation shall conform to the requirements of the
utility, the plans, and the Engineer's specifications.
Gravity sanitary sewers (and force mains) crossing under water mains sholl be laid to provide 18 inches minimum vertical
clearance between the invert of the higher pipe to the crown of the lower pipe. The crossing shall be arranged so that
the sewer joints and the water joints are equidistant from the point of crossing with no less than 10 feet between any two
joints. Where the minimum 18 inch vertical separation cannot be maintained, the sanitary sewer shall be placed in a
sleeve or encased in concrete for 20 feet centered on the point of crossing.
H. IRRIGATION SYSTEM
Irrigation pipe material shall be polyvinyl-chloride (P.V.C.), and shall conform to the same specificaticns as the
water main pipe, other material may be used subject to the utility's, Owner's and Engineer's written approval.
Material types shall be as shown on the plans. All material types shown in the specifications are not applicable to each
and every project or situation, and the specified material shown on the plan sheets shall govern. The plans do not
necessarily denote actual pipe lengths. The actual length between any junctions shall be established on the site.
The Contractor shall examine the plans, specifications and site conditions in detail, both prior to commencing
construction, and also continually until the site construction is complete.
Where the sanitary sewer must cross over a water main, the pipes shall be centered as indicated above, and the water
main shall be placed in a sleeve or encased in concrete for 20 feet centered on the point of crossing.
All fittings and testing shall be as indicated on the plans. All valves shall conform to the specificat ons for water
valves.
The Contractor shall insure paving and drainage improvements for a period of 18 months, and all other improvements for a
period of 1 B months after final governmental acceptance and the Owner s and Engineer s acceptance of all workmanship,
materials and equipment which he installed and furnished. Any defects caused by the Contractor's forces or suppliers
within the period specified shall be corrected without additional cost to the Owner. Any defects that occur within the period
specified, which are proven beyond the Contractor s control, will not be the Contractor's responsibility to correct.
Gravity sanitary sewers shall be installed at least 10 feet horizontally from any existing or proposed water main. The
distance shall be measured edge-to-edge. In cases where it is not practical to maintain the 10 foot separation, the
water main shall be installed in a separate trench, or on an undisturbed earth shelf located on one side of the sewer, and
at an elevation so that the bottom of the water main is ot least 18 inches above the top of the sanitary sewer. The
water and sanitary sewer joints shall be staggered.
Force mains shall be installed at least 10 feet horizontally from any existing or proposed water main.
At road crossings with less than 30 inches of cover, and any part of the sewer line that may have less than 12 inches
of cover, the sanitary sewer shall be cast iron pipe, ductile iron pipe or concrete encased vitrified clay pipe for the length
the condition exists. Where trenches cross existing roads by the open-cut method, the backfill shall be placed in 12 inch
layers, and carefully tamped until compacted to the same density of the undisturbed soil.
The ends of pipe shall be well marked for later identification and location. These, as well as the location of manholes,
wyes and service laterals, shall be shown on the As-Built Plans. The As-Built data shall be furnished to the Engineer and
Owner by the Contractor upon completion of the work.
Subbase shall be stabilized within the dimensions shown on the plans.. The minimum Limerock Bearing Ratio (L.B.R.)
and density shall be as shown on the plans, and shall be done in accordance with F.D.O.T. specifications, Section
160 (also AASHTO T -180). The percent of density refers to the stan dard method of testing using the Modified
Proctor. The location and frequency of tests shall be as determined by the Engineer and/or the governing agency
having jurisdiction. Subbase shall be of native material, only if it meets the required bearing value. Should native
material fail the required bearing values, acceptable and approved material shall be mixed until the bearing value is
obtained.
I. PAVING
This section shall include the vehicular and pedestrian areas within the limits of rights-of-way or other areas as
shown on the plans. The areas are to be graded and constructed as shown on the plans, details and typical
Sections.
The Engineer shall not be responsible for any acts or omissions of any Contractor or Contractors or any other person
performing work on this project. The Engineer also will not be responsible for the construction procedures, safety
precautions and programs incident thereto.
All backfill over any pipe within roadway areas shall be compacted per F.D.O.T. specifications, section 125-8.3.
Acceptance by the Owner, Engineer and/or governing authority shall not warrant the quality of the work.
Telephone, electric, irrigation and water service pavement conduits shall be placed prior to installation of the
subbase. The Contractor shall coordinate these services.
Each Contractor shall comply with all applicable ordinances and laws regarding fire prevention and conduction, dust, noise,
safety, sanitary and similar public health and safety aspects. He shall also supply the Engineer. governing agency, and
owner a set of As-Built Plans (Record Drawings) of each utility he installs at no extra cost.
C. JURISDICTION
The Contractor shall be responsible for coordinating his work to ascertain that all requirements of duly authorized
agencies, entities, political subdivisions of the State of Florida, muncipalities or their administrative divisions (sections)
have been met.
Manholes may be constructed of solid clay brick or precast reinforced concrete. Solid clay brick shall conform to the
specifications of ASTM C-32. Precast reinforced concrete shall conform to the specifications of ASTM C-478.
All manholes are to be water tight as required by the utility and os shown on the Plans, and also have channeled inverts
as shown on the plans. Brick manholes shall be mode water tight on the outside walls only, as shown on the plans.
Precast reinforced concrete manholes are to be made water tight by a coat(s) of bituminous material and other acceptable
methods at the joints of sections. The manholes shall be constructed so that the rim may be adjusted to comply with
the different finish grade conditions which may arise. Each manhole shall contain a two-foot diameter minimum cast
iron frame and cover. Ladder rungs or steps are not to be installed in any manhole.
Underdrain pipe shall conform to the specifications of ASTM D-3033 and F.D.O.T. specifications, Section 440. All
material and installation shall be as shown on the plans or per the governing agency and Engineers requirements.
The perforations shall be turned down and conform to the specifications of AASHTO M-189.
II. DETAILED SPECIFICATIONS
A. TREE PROTECTION AND REMOVAL
The Contractor shall obtain any and all necessary tree permits.
A drop pipe unit sholl be provided for a sewer line entering a manhole at an elevation more than 24 inches above the
lowest manhole channel invert.
Bases shall be lime rock, oyster shell, soil cement or an approved alternate. Limerock base material, installation and
density shall conform to the F.D.O.T. specifications, Section 230. Oyster shell, if allowed, shall conform to F.D.O.T.
specifications, Section 250 and the governing agency's requirements. Soil cement bose, if allowed, shall conform to
F.D.O.T. specifications, Section 270, and the governing agency's requirements. Alternate bases, if approved, shall
conform to the requirements of the Engineer, governing agency, and the respective sections of the F.D.O.T.
specifications. The base material shall be placed on the subbase only upon completion and acceptance of the
subbase.
Tree removal shall be done in a manner whereby the remaining trees will not be damaged. Should damage occur to any
protected tree, the Contractor doing said damage sholl satisfy the requirements of the County or municipality. The
Engineers will not locate or designate the trees to remain or to be removed.
Cleanouts shall be constructed as shown on the plans. The entire system shall be flushed, lamped, television inspected
(including tape), and visually inspected prior to acceptance.
Existing trees which have been designated to remain shall be protected per the requirements of the muncipality and/or
agency having jurisdiction.
Force mains shall be constructed using the same material and installation specifications (including thrust blocks and
fittings) as the water distribution system as mentioned herein and shown on the plans.
The minimum base density shall be as shown on the plans, and as required by the Engineer and governing agency.
Base material shall be thoroughly clean and free of debris prior to application of the prime coat. The base shall
be primed with a rapid cure type sealant at a rate of 0.10 gallons per square yard. All materials and installation
shall conform to F.D.O.T. specifications, Section 300, the Engineer s and the governing agency's requirements. The
prime coat shall be covered with sand or screenings per F.D.O.T. requirements, Section 300. Alternate cover
material may be used subject to approval of the Engineer and the governing agency. Excess material shall be
removed by a drag broom or equal.
B. CLEARING AND GRUBBING
G. WATER DISTRIBUTION SYSTEM
Site conditions shall include existing utilities, either aerial or underground. The exact locations of existing utilities shall be
determined by the Contractor. The Contractor shall also be responsible for notifying all existing utility companies prior to
and during construction. The Contractor shall be responsible for the protection of all utilities, and shall also comply with
the requirements of all affected utility companies, public or private.
The entire water distribution system shall conform to the requirements of the FDOH, and also the requirements of the local
utility supplying the water and fire protection. The system shall be constructed as shown on the plans, including the
details.
Water main pipe material shall be of the sizes and material as shown on the plans. The pipe material shall be
polyvinyl-chloride (P.V.C.) unless otherwise shown on the plans.
Clearing and grubbing shall proceed with due regard for all permits, ordinances and laws that may apply to tree, trash or
other unsuitable material disposal. All trash or tree burning, if "lIowed, shall be performed so as not to create a public
nuisance and shall be properly permitted. No unsuitable material, such as vegetation, trash, trees or clay, shall be
disposed of by burying unless approval is obtained from the Engineer. Additional permitting may be required by a proposal
to bury.
A tack coat shall be applied prior to placement of the final surface course. The tack coat shall be applied within
72 hours after placing the prime coat, or prior to placing the surface course. The tack coat materials, installation
and application rate shall conform to F.D.O.T. specifications, Section 300, the Engineers and the governing agency's
requirements.
Main line pipe and fittings shall be DR-26 P.V.C., DR-21 P.V.C., OR-18 P.V.C., DR-14 P.V.C. cast iron pipe (C.I.P.), or
ductile iron pipe (D.I.P.).
Metallic tape or wire shall be placed in the same trench with all P.V.C. water mains in accordance with the governmental
agencies' requirements.
Pavement course shall conform to the dimensions and thicknesses as shown on the plans and the Engineer's and
governing agency's requirements. The material and placement shall be in accordance with the "Pinellas County
Standards for Hot Bituminous Mixtures", if applicable, or the F.D.O.T. "Standard Specifications for Road and Bridge
Construction", if applicable. The type of pavement course sholl be as indicated on the plans.
C. GRADING
All earth moving shall be completed as indicated on the paving, drainage and detail Sheets. The Engineer shall be notified
of any known or encountered "sinkhole" or other unusual natural fault development so that he may notify any applicable
public authority.
All P.V.C. water mains two inches and smaller sholl be DR-21. The DR-21 P.V.C. pipe shall be designed in accordance
with AWWA C-900 standards. P.V.C. pipe shall be made from Class 12454-A or Class 12454-B virgin compounds
conforming to AWWA C-900, Table 2, P.V.C., 1120, DR-21 as defined in ASTM D-1785. The pipe shall be color coded
with a stamp thereon denoting a pressure rating of 160 psi at 73.4 degrees Fahrenheit (23 degrees Centigrade), The pipe,
fittings and specials shall conform to the NSF specifications, and shall bear the NSF approval label for potable water. The
DR-21 P.V.C. couplings and joining materials shall conform to AWWA C-900. All DR-21 pipe, couplings and fittings shall
be adaptable for use with cast iron pipe or ductile iron pipe.
shown
sholl be
Curb
Concrete curbs and gutters shall conform to the dimensions, locations, thicknesses, strength and elevations
on the plans. details, and as required by the Engineer and governing agency. Materials and installation
in accordance with F.D.O.T. specifications, Section 520. Minimum concrete strength shall be 3000 psi.
shall be placed after acceptance of the subbase, and prior to placement of the base.
The Contractor shall be reponsible for dust control, erosion control, and any other measures necessary to protect adjacent
property or the environment from harm due to the work.
D. DRAINAGE
All four inch P .V.C. water mains sholl be DR-14. The DR-14 P .V.C. pipe shall be designed in accordance with AWWA
C-900 standards. P.V.C. pipe shall be made from Class 12454-A or Class 12454-B virgin compounds conforming to AWWA
C-900, Table 2, P.V.C., 1120, OR-14, as defined in ASTM 0-1785. The pipe shall be color coded with a stamp thereon
denoting a pressure rating of 200 psi at 73.4 degrees Fahrenheit (23 degrees Centigrade). The pipe, fittings and specials
shall conform to the NSF specifications, and shall bear the NSF approval label for potable water. The DR- 1 4 P .V.C.
couplings and joining materials shall conform to AWWA C-900. All OR-14 pipe, couplings and fittings shall be adaptable
for use with cast iron pipe or ductile iron pipe.
Sidewalks sholl conform to the dimensions, locations, elevations, thicknesses and strength shown on the plans,
details, and as required by the Engineer and governing agencies. Concrete sidewalks only shall conform to the
F.D.O.T. specifications, Section 522.
The storm drainage system shall be installed as shown on the plans and os specified.
Storm drainage pipe material shall be of the sizes and material as shown on the plans. The pipe material sholl be
reinforced concrete unless otherwise shown on the plans.
Traffic paint shall conform to the color and dimensions shown on the plans and as required. Installation and
material shall conform to F.D.O.T. specifications, Sections 710 and 971-12, and also the Engineer's and governing
agency's requirements.
The trench widths sholl be as narrow as possible, and bedding shall be well compacted around and above the haunches as
required to stabilize the pipe.
All P.V.C. water mains six inches and larger shall be DR-18. The DR-18 P.V.C. pipe shall be designed in accordance with
AWWA C-900 standards. P.V.C. pipe shall be made from Class 12454-A or Class 12454-B virgin compounds conforming to
AWWA C-900, Table 2, P.V.C., 1120, DR-18 as defined in ASTM D-1785. The pipe shall be color coded with a stamp
thereon denoting a pressure rating of 150 psi at 73.4 degrees Fahrenheit (23 degrees Centigrade). The pipe, fittings and
specials shall conform to the NSF specifications, and shall bear the NSF approval label for potable water. The DR-18
P .V.C. couplings and joining materials shall conform to AWWA C-900. All DR-18 pipe, couplings and fittings shall be
adaptable for use with cast iron pipe or ductile iron pipe.
Street name signs and other sign materials and installation, when required for vehicular and/or pedestrian traffic
control or information, shall conform to the governing agency's requirements.
Installation shall conform to the F.D.O.T. Specifications, Sections 125 and 430. All pipe shall be installed with proper
fittings at plan grade. All discharge open ends of pipe are to be protected with headwalls, mitered ends and/or rip-rap
with additional rip-rap as required by the Engineer or governing agency to prevent erosion. Rip-rap shall conform to the
plans or F.D.O.T. Specifications, Section 530. All pipe and appurtenances (structures) shall be clean and free of debris
upon completion.
Circular reinforced concrete pipe shall conform to ASTM Specifications C-76, Class III, Wall B. Elliptical concrete pipe shall
conform to ASTM Specifications C-507. Gaskets shall conform to F.D.O.T. Specifications, Section 942, the specifications of
ASTM C-361, and the manufacturers recommendations. Circular and elliptical pipe lifting holes shall be permanently mortar
closed before backfilling.
THE GENERAL SCOPE OF THE WORK CONTAINED HEREIN IS SET FORTH ON THE
PRECEDING SHEETS OF THE PLANS. SOME MATERIALS SPECIFIED HEREIN WILL NOT BE
UTlUZED ON THIS SPECIFIC PROJECT.
28, TOWNSHIP
No.
DATE
28 SOUTH,
RANGE
16
EAST
INDEX OF DRAWINGS
SHEET No.
DESCRIPTION
1. ----------- COVER SHEET
2. ----------- LAYOUT PLAN AND TREE SURVEY
3. ----------- PAVING AND DRAINAGE PLAN
4. ----------- WATER AND SANITARY SEWER PLAN
5. ----------- DETENTION AREA RENOVATION PLAN
6. ----------- PAVING AND DRAINAGE DETAILS
7. ----------- WATER AND SANITARY SEWER DETAILS
8. ----------- SITE CONSTRUCTION SPECIFICATIONS
REVISIONS
DRN. CKD.APP.
SUNTRUST PARCEL
SITE CONSTRUCTION SPECIFICATIONS
CLEARWATER
PREPARED FOR:
NORTHWOOD PLAZA, LLC
% MR. GORDON COMER
United American Realty Corp.
8302 Laural Fair Circle,
Suite 100
Tampa, Florida 33610
Phone: (813) 740-8992
LLOVERAS
ENGINEERS
Phone: (727) 7B4-3965
2922B U.S. HIGHWAY 19 N.
CONSTRUCTION PLANS
DATE:
DES.:
DRN.:
CKD.:
SCALE:
JOB No.
PINELLAS COUNlY
FEB. 4, 2003 APPRQ.'tED
T.G. Rodcliffe
FLORIDA
BY:
WTS
'fie
AS SHOWN
29129
S~VERAS -
FL ENGiNEER'S, LICENSE No. PE 8508
FL SURVEYOR &' MAPPER LICENSE No. LS
1762
SHEET
8
BAUR
OF
&
SURVEYORS
#LB 0000208'
PLANNERS
Fax: (727) 7B4-B 153
CLEARWATER, FLORIDA 33761
8
JOB No.
29129
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= EDGE OF WATER
= FINISHED FLOOR
= FIRE HYDRANT
= GUY ANCHOR
= GATE VALVE
= HANDICAP
= INVERT
= IRRIGATION VALVE
= JUNCTION BOX
= LIGHT POLE
= MANHOLE
= METER POLE
= OVERFLOW STRUCTURE
= POWER BOX
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= REINFORCED CONCRETE PIPE
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OF THE SOUTHWEST 1/4 OF SECTION 28
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SECTION 28, TOWNSHIP 28 SOUTH, RANGE 1 6 EAST
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TOP El. = 54.15
INV. N. = 47.75
INV. E. = 47.75
INV. S. = 47.42
-c18:-;.C:;- ---1
SIGNS
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~
TRAFFIC SIGNAL BOX
TRAFFIC SIGNAL POLE
24" R.C.P.
05",4"
2- TRAFFIC SIGNAL BOXES
5' WIDE CONC. WALK
52
52
TRAFFIC SIGNAL BOX
V TRAFFIC SIGNAL POLE
d-J.B.
RIM EL. = 51.98
. INV. W. = 46.40
01 INV. s. = 45.90
ci ~
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In
POWER PEDESTAL
MH
RIM EL. = 53.48
INV. W. = 45.12
INV. E. = 45.12
52 INV. E. = 49.45
INV. N. - 46.05
_ _ _ _ _ ~SIGN _
CB
TOP EL. = 50.72
INV. N. = 47.60
INV. E. = 47.89
INV. W. = 46.93
INV. S. = 47.69
24" X 36" R.C.P.
~I
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1 A" SAN IT ARY--v'
SEWER LINE I
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51
~
ENTERPRISE ROAD
(1 00' RIGHT-OF-WAY)
-1
SOUTHEAST CORNER OF THE)
SOUTHWEST 1/4 OF THE
SOUTHWEST 1/4 OF SECTION 28
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Vicinity Map
Not To Scale
Q..
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DESCRI PTION:
THE EAST 350 FEET OF THE SOUTH 250 FEET OF THE
SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 28,
TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY,
FLORIDA, LESS THE EAST 50 FEET THEREOF AND LESS
THE SOUTH 50 FEET THEREOF CONVEYED FOR ROAD
RIGHT-OF-WAY PURPOSES.
UI
'"
CONTAINING 1.377 ACRES, MORE OR LESS.
'}
I
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. ( P!
SIGN
FLOOD ZONE NOTE:
THIS SITE LIES WITHIN THE FEDERAL EMERGENCY
MANAGEMENT AGENCY FLOOD ZONE X ACCORDING
TO FLOOD INSURANCE RATE MAP COMMUNITY -
PANEL NUMBER 125096 0006 D, INDEX DATED
AUGUST 18, 1992.
.Q.
TEMPORARY BENCH MARK #1
EL. = 53.57
PK NAIL NORTH SIDE OF POWER POLE
#B-74666 LOCATED AT SOUTHEAST
CORNER OF SUNTRUST BANK PARCEL
-$- TEMPORARY BENCH MARK #2
EL. = 55.28
TOP OF NAIL AND DISK #LB208
LOCATED AT NORTHEAST CORNER OF
SUNTRUST BANK PARCEL
-$-
BENCH MARK NOTE:
ELEVATIONS SHOWN ARE BASED ON PINELLAS COUNTY
BENCH MARK No. 994 SAFETY "J", EL. = 25.183
NATIONAL GEODETIC VERTICAL DATUM-1929, ADJUSTED.
UTILITY NOTE:
ONLY SURFACE INDICATIONS OF UNDERGROUND
UTILITIES HAVE BEEN LOCATED OR SHOWN
HEREON. NO EXCAVATION WAS DONE TO
LOCATE OR VERIFY UNDERGROUND UTILITIES.
THIS IS NOT A BOUNDARY SURVEY.
No. DATE
REVISIONS
DRN. CKD.APP
NORTHWOOD PLAZA - SOUTHEAST OUTPARCEL
BOUNDARY PLAN AND DESCRIPTION
CLEARWATER
PREPARED FOR:
NORTHWOOD PLAZA. LLC
c/o GORDON COMER
8302 LAUREL FAIR CIRCLE
SUITE 100
TAMPA, FLORIDA 33610
Phone: (813) 740-8992
PINELLAS COUNTY
DATE: 1-21-02 APPROVED BY:. \'
DES.:
DRN.: KB
CKD.: RO
SCALE: 1" = 20'
JOB No. 29129
FLORIDA
'-
. ,
. II SANDY" U.,OVE'RAS- '. .'
FL ENGINEER'S LICENSE No. PE 8508
FL SURVEYOR &: MAPPER L1(::ENSE;, ,No. LS 1762
SHEET
STEVENS
LLOVERAS
BAUR
&
1
SURVEYORS
#LB 0000208
PLANNERS OF
Fox: (727) 784-8153 1
CLEARWATER. FLORIDA 33761
ENGINEERS
Phone: (727) 784-3965
29228 U.S. HIGHWAY 19 N.
JOB No.
29129
BOUNDARY PLAN AND DES ~IPTION
N
~ ~
llJ:!:I
0' 50' 100'
~-.....
SCALE IN FEET
S.I.R. =
F.I.R. -
F.C.M. =
FND. ::::
# /No. :=
FL. =
EL. =
R/W :=
~TYP.) :
CONC. -
P.D.B. ==
P.O.C. =
O.R. :;:
P.B.
200'
I
N. 72. 43'58"
25.00'
SET DISK #LB208
(FND. DISK #2512
0.31' N., 0.16' w.)
RADIUS - 934.63'
ARC - 282.32'
CHORD - 281.25'
C.B. - N.OS.36'48"W.
',\., ,----)\.,--
SOUTHWEST CORNER
OF SECTION 28-....,..~
v--
SURVEY LEGEND
SET IRON ROD, 5/ft
FOUND IRON ROD, 5/8"
FOUND CONCRETE MONUMENT, 4" x4"
FOUND
NUMBER
FLOOR
ELEVATION
RIGHT-OF-WAY
PROPERTY LINE
TYPICAL
CONCRETE
POINT OF BEGINNING
POINT OF COMMENCEMENT
OFFICIAL RECORDS
PLAT BOOK
.,----- --
TIiE FOLLOWING IS A UST OF EASENENTS WHICH ARE INCLUDED IN SCHEDULE B-II OF
TIiE FlRST AMERICAN l1TLE INSURANCE CONPANY l1TLE COtoiMI1'NENT No. FA-C-1934,
AND ENDORSENENT No.1 TIiERETO WITH AN EFFECTIVE DAlE OF FEBRUARY 22, 1999
AT 5:00 P.N.
9.
Covenants conditions and restrictions os contained in Restrictions, by Northwood Estates,
a co-partnership under the Florida Uniform Partnership Act, recorded July 15, 1975 in
O.R. Book 4309 Page 66; os affected by: .
Consent to Termination of Restrictions, recorded November 4, 1980 In O.R. Book 5101,
Page 1188; and Termination of Restrictions, doted June 17, 1981. recorded
July 17, 1981 in O.R. Book 5222~ .Page 879, .PI~EL~S. Co~nty Records. ...
...but deleting any covenant, condition <;>r. restriction 1n~lcatlng a. preference, Iimlta~lon or
discrimination based on race, color, religion, sex, handicap, familial status, or notional
origin to the extent such covenants, conditions or restrictions violate 42 USC 3604(c).
(BLANKET IN NATURE - NOT PLonm HEREON)
EASEMENT granted to City of Clearwater, a Florida municipality, from Rutenberg Corporation,
o Florida corporation, recorded February 23, 1979 in O.R. Book 4817, Page 2132,
PINELLAS County Records.
(PLOTIED HEREON)
Terms and conditions of the Reciprocal Easement Agreement between Sun First National
Bonk of Dunedin and Northwood Plaza, Ltd., doted July 17, 1979, recorded July 17, 1979
in O.R. Book 4884, Page 492, PINELLAS Count:t:' Records.
(BLANKET IN NATURE - NOT PLonm HEREON)
Terms and conditions of the Drainage and Retention Easement Agreement between Sun First
National Bank of Dunedin and Northwood Plaza, Ltd" doted July 17, 1979, recorded
July 17, 1979 in O.R. Book 4884, Page 497, PINELLAS County Records.,
(PLOTIED HEREON)
@
11.
@
@
Terms and conditions of the Reciprocal Easement Agreement between Florida Federal
Savings and Loan Association and Northwood Plaza, Ltd., dated October 5, 1979, recorded
October 5, 1979 in O.R. Book 4923, Page 1476, PINELLAS County Records.
(BLANKET IN NATURE - ENCUNBERING PARCEL PLOlTED HEREON)
@
Terms and conditions of the Drainage and Retention Easement Agreement between
Northwood Plaza, Ltd. and Florida Federal Savings and Loon Association, doted October 5,
1979, recorded October 5, 1979 in O.R. Book 4923, Page 1481, PINELLAS County Records.
(BLANKET IN NATURE - ENCUMBERING PARCEL PLOTTED HEREON)
Distribution Easement granted to Florida Power Corporation, a Florida corporation, from
Northwood Plaza, Ltd., a limited partnership, recorded January 22, 1980 in O.R. Book 4972,
Page 750, PINELLAS County Records.
(BLANKET IN NATURE - ENCUNBERING PARCEL PLOllED HEREON)
Distribution Easement granted to Florida Power Corporation, a Florida corporation, from
Northwood Plaza, Ltd., 0 limited partnership, recorded January 22, 1980 in O.R. Book 4972,
Page 753, PINELLAS County Records.
(PLOTIED HEREON)
@
@
21.
Terms and Conditions shown in the Declaration of Easements for Access, Parking, Utilities
and Drainage by Rutenberg Associates, Ltd., a Florida limited partnership, dated
December 20, 1988, recorded January 5, 1989 in O.R. Book 6911, Page 1428,
PINELLAS County Records.
(BLANKET IN NATURE - NOT PLOTTED HEREON)
,>;-
SECTION 28, TOWNSHIP 28 SOUTH,
SURVEY REPORT
1. SURVEYING ACCURACY:
THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL
STANDARDS, IS "COMMERCIAL/HIGH RISK" AND THE MINiMUM FOR RELATIVE
DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS ONE (1) FOOT IN
10,000 FEET. THE ACCURACY OF THIS SURVEY WAS FOUND TO EXCEED THIS
REQUIREMENT.
2. DATA SOURCES:
THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE COMMITMENT NUMBER
FA-C-1934, AND ENDORSEMENT No. 1 THERETO ISSUED BY FIRST AMERICAN TITLE
INSURANCE COMPANY WITH AN EFFECTIVE DATE OF FEBRUARY 22, 1999 AT 5:00 P.M.
3. FlOOD ZONE INFORMATION:
THIS PROPERTY IS IN ZONE X, IN ACCORDANCE WITH THE FEDERAL EMERGENCY
MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP COMMUNITY PAN::L NUMBER
125096 0006 0, INDEX DATED AUGUST 18, 1992.
4. SURVEY UtoiITATIONS:
THE UNDERGROUND FACILITIES SHOWN WERE TAKEN FROM ATLAS MAPS AND FIELD
LOCATION OF ABOVE GROUND INDICATIONS SUCH AS MANHOLES, WATER METERS,
GATE VALVES, CATCH BASINS, DROP INLETS, ETC. THE LOCATION OF THESE
FACILITIES IS APPROXIMATE, NO EXCAVATION WAS DONE TO VERIFY THEIR
LOCATION. THERE MAY BE ADDITIONAL UNDERGROUND FACILITIES WHICH HAVE NOT
BEEN LOCATED OR SHOWN.
5. ZONING AND SETBACKS:
THIS PROPERTY is ZONED 0 (OFFICE DISTRICT) AND C (COMMERCIAL DISTRICT)
IN THE CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA. ACCORDING TO THE
CITY OF CLEARWATER COMMUNITY DEVELOPMENT CODE, THE REQUIRED SETBACKS
FOR THIS PROPERTY ARE:
o (OFFICE DISTRICT) MINIMUM DEVELOPMENT STANDARDS:
25 FEET FRONT
1 0 FEET SIDE
20 FEET REAR
MINIMUM LOT AREA := 10,000 SQUARE FEET
MINIMUM LOT WIDTH = 100 FEET
MAXIMUM BUILDING HEIGHT = 30 FEET
C (COMMERCIAL DISTRICT) MINIMUM DEVELOPMENT STANDARDS:
25 FEET FRONT
10 FEET SIDE
20 FEET REAR
MINIMUM LOT AREA = 10,000 SQUARE FEET
MINIMUM LOT WIDTH := 100 FEET
MAXIMUM BUILDING HEIGHT = 25 FEET
THE SETBACKS SHOWN ABOVE ARE THE MINIMUM THAT APPLY TO STRUCTURES. THE
COMMUNITY DEVELOPMENT CODE DEFINES A STRUCTURE AS "any object anchored
to the ground, constructed or installed by humankind, including signs, buildings,
parking lots, garages, carports, flagpoles, stoops and utility buildings. (Note: All
buildings are structures, but not 011 structures are buildingsr THE CITY SHOULD
BE CONSULTED REGARDING THE SETBACK REQUIREMENTS FOR SPECiFIC USES.
6. PARKING INFORMATION:
THE NUMBER OF PARKING SPACES SHOWN HEREON WITHIN THE PROPERTY EQUALS
984 SPACES, INCLUDING 941 REGULAR SPACES, 24 HANDICAP SPACES AND
19 TURF BLOCK SPACES.
MINIMUM PARKING REQUIRED FOR RETAIL SALES AND SERVICES :=
FIVE PARKING SPACES PER 1,000 SQUARE FEET OF GROSS FLOOR AREA.
MINIMUM PARKING REQUIRED FOR OFFICES r;::
THREE PARKING SPACES PER 1,000 SQUARE FEET OF GROSS FLOOR AREA.
EASEMENT
7. UTIUlY SERVICE NOTES:
FLORIDA POWER CORPORATION (ELECTRIC SERVICE)
THIS PROPERTY IS SERVICED OVERHEAD FROM McMULLEN BOOTH ROAD.
ENTERPRISE ROAD AND EASTLAND BOULEVARD.
CONTACT: MICHAEL SOCHA
2501 25TH STREET NORTH
ST. PETERSBURG, FLORIDA 33713
FLORIDA POWER CORPORATION PHONE NO.: (727) 893-9254
GENERAL TELEPHONE COMPANY (TELE PHONE SERVICE)
THE PROPERTY IS SERVICED OVERHEAD FROM ENTERPRISE ROAD Al'JS
EASTLAND BOULEVARD.
CONTACT: LONNiE McCURDY
1 280 CLEVELAND STREET
CLEARWATER, FLORIDA 33755
GENERAL TELEPHONE COMPANY PHONE NO.: (727) 562-1124
CllY OF CLEARWATER PUBLIC WORKS DEPARTMENT (POTABLE WATER SERVICE)
THIS PROPERTY IS SERVICED UNDERGROUND FROM ENTERPRISE ROAD,
LANDMARK DRIVE AND EASTLAND BOULEVARD.
CONTACT: KEVIN BECOTTE
100 S. MYRTLE AVENUE
CLEARWATER, FLORIDA 34616
CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT PHONE NO.: (727) 462-6585
CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT (SANITARY SEWER SERVICE)
THIS PROPERTY IS SERVICED UNDERG:ROUND FROM ENTERPRISE ROAD AND
EASTLAND BOULEVARD.
CONTACT: KEVIN BECOTTE
100 S. MYRTLE AVENUE
CLEARWATER, FLORIDA 34616
CllY OF CLEARWATER PUBLIC WORKS DEPARTMENT PHONE NO.: (727) 462-6585
CLEARWATER GAS SYSTEM (NATURAL GAS SERVICE)
THIS PROPERTY IS SERVICED UNDERGROUND FROM EASTLAND BOULEVARD.
CONTACT: LOU FARQUHAR
2551 DREW STREET, SUITE 304
CLEARWATER, FLORIDA 33765
CLEARWATER GAS SYSTEM PHONE NO,: (727) 462-6630
LANDMARK DRIVE AND EASTLAND BOULEVARD ARE MAINTAINED AND
REGULATED BY THE CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT.
CONTACT: GARY JOHNSON
100 S. MYRTLE AVENUE
CLEARWATER, FLORIDA 34616
CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT PHONE NO.: (727) 462-6585
McMULLEN BOOTH ROAD AND ENTERPRISE ROAD ARE MAINTAINED AND REGULATED
BY THE PINELLAS COUNTY PUBLIC WORKS DEPARTMENT.
CONTACT: STEVE BURKE
440 COURT STREET
CLEARWATER, FLORIDA 33765
PINELLAS COUNTY PUBLIC WORKS DEPARTMENT PHONE NO.: (727) 462-3672
8. DRAINAGE:
THIS PROPERTY DRAINS INTO ONSITE DETENTION AREAS THAT DISCHARGE TO THE
NORTH VIA A STORM SEWER SYSTEM THAT LEADS TO BISHOP CREEK, AND TO
THE SOUTH VIA A STORM SEWER SYSTEM THAT LEADS TO MULLET CREEK. BOTH
BISHOP CREEK AND MULLET CREEK DRAIN INTO OLD TAMPA BAY WITH AN
ULTIMATE OUTFALL INTO THE GULF OF MEXICO.
RADIUS - 686.84'
ARC - 244.80' SOUTH RIGHT-OF-WAY EASTLAND BOULEVARD
CHORD = 243.50' L1~E_ ~ EASTLAND BLVD. _ r.- _ _ _ _ _ ___ _ _ _
C.B. = N.80.16'37' E. ..------s.!:R. i~~208~_ "\ _ ,,_:,-=__ = ,J120',_RIGHT -OF~AY), -7,;---'o~'~~'Lr~'-"--"'--'_c'~o-O-"c-.=-,_~"-=-__,,c~,~-~~~-C' -rFI.~ ~)B4?0~PEN PIPE
SET DISK #LB208 ~~"-:-::.. -~-'--",:-- - =-- -~~"_.. ~'=~~; S.89.30'48"E.----- -~' __ , ,., ..--,-,711.8S~ "..,.,::\ __ r' 0~2f), N., 0.20' W.)
(~~~i,D~~~0~f5,12W/.) ./"'~./:,;:'r:\:::-:::::~-~-' - ,-- I~I \ ~"-l i--------=-=---l -- r~O'- -- ~- -- I
.---..;: ---<=. I ..-J --- .
, >, I ~'(:) ::> .-'"
N 15.46'55"W . II 0 .-, ;:>0 ,
. . \\ SET DISK ILB208 'u). p' . >, ' ~ _1 '1 rl lfo .. ---:-
RADIUS - 262 5/ \ \1 \\ 0.:18 S',...215 W.) ~ J' ~ 'C]'-'--; i- t--! "^ . PARCEL D ('oj'<tn w~
- . ,\' II ~ - '-,-- I I "~ 0 ,I CDtD~ zO
ARC - 9S.14' \ \~t;,,~-=~--~:.J ,-" fix! -1 I cD -', IbONOT INCLUDED I~:~ :]0::
CHORD = 97 57' PARCEL E \\ " \\~~'-' co n 0 fL. 1 1 . C'\I I ~!Q:i >-~
. , " \\- SET DISK ILB208 (; ~:J~;:'l II ___.w: -_ t. / ~ It ~ : H,l~': tJ TT~~n !Qo <(0
C.B. - N.2E>2932 W. UNPLATTED "\ (FND. DISK 12512 L,l10' WIDE FLORIDA POWER CORPO~DQl'L,__~V r _, -_..,".,,~ !,~~-.iT!"/!f~~ [ /;(/) ."" L_'" ''',_v OoCtI ~~
\ NOT INCLUDED /.A\.. 0,27' $" O.OS' W')2 1-115 DISTRIBUTION EASEMENT _ hi '--'-----"'--',,'- ........' L j,if:' ,. ,,, w~o ~~
. W :7;'--1l: i O.R. BOOK 4972/"g~_75_0c.:::=_ - ~b' :C,,~_ -;.,C;, 1J {/,R~~~1Y~iNO * = JJ 1 b Ii S.8io~~ot~ IE. . ~- ~ g
N.3712'09 . .. SET DISK #LB208 ~ ~, n r l Z i:,', 0.36' N., ,9.03' w.),,--- ~,.._ ! 1-mt I 0.0' ~ 0:: :::E
53.43'\)'O ",; - " \, (FND. DISK NO # - ~' :U,'!, ) (F.I.R.: 1/2, #?113 --1 ' ; ~L u_' _,. Ii t-~
\ Q\S\t~~\~~,;~. \ ~2\J. 0.07' W) , [l ~ I. J ~3. N~:3_~J I "-, ji I ii}6
- .,/"', /\ /,,/ \\ ~~ 1----------.-.") '~~-" ~ I ~ 0 .
. ,"" ,/'" V../\ \ I .J ex) < ZO
",..' ~ ./ ".__".L I \,,;> I IT r-r) 0 I
\" /r:,/ t:,~:>\/ - -- "r- I ,,\'::) L ~ 0:: n:: (i)
\\('\ -" ( C~ \ II n 'I J/ \~# I r......-<i-, h j 11 C t- il'l' ~ (/) ~
\ \ 1 -- · II' U <.: /'\ ~" -~3 RECIPROCAL EA EMENT AGREEMENT YE 11 ~ ~~ :!. 0 ~ >
\ \\ '. ---. ........,., S.89'.30'48" E. J ' O.R. BOOK 4923, PAGE 1476 ., I ~i r W ~ ,I 0 ~ >-:
~, \, I i ~ 4- -11-800"'- PARCEL A ~--" r AND ~ L- (/) N :i m ........ <
"',--"', \ L.-J ~ /' . " I' 14 DRAINAdE AND RETENTION EASEMENT AG EEMENT .... ~ : L5 t5 ,~ I I ~ =r
'I ' 'IV , r/': , f O.R.JOOK"492.3, P1AGE 1481 , 0:: <( I, Z lL.
/'1 ' :' ; " r l t''', // d w n../ .. 0
l" ni I "-L. ..bJ/ ~
\ .....r--~
1
/ ~. \ ii, ,,07] -[~'~~:i~ 'I I-~ O.R. 800K 4~7f1 PAGE 753 c. c n :og :g 0' .
C'\I ~-- =iL.. -1r~ ' r- 'Iu U ~
~ C'\I ~ Ii SET DISK ITh208 ~ ! ~,~=J L ~ : I S ~ ~ ~
J ~ ~ ~ I
(' ~ ~~ 0 ~ ~ Ci
~~ O::'~ if'JR--~N.89.3O:48..W. .. ~~~ ~~)i ,- ~ i . ~ S.I.R. #LB208 ,\,~ I D:,:,L;!
o 1..&..0 ~ 220.00' 8 o~, 0 ~:.1 L n (F.I.R. #2512 E) 1\ \ sO.O ,J
:ll: ,;, ci ~:;.i 0:; ~ U ~ (~i2:" ,:'0' H" 4' . 1- -, ..,..' ... -, - - ,l -.~~_ ~ ,/" SET DISK #LB208
$ ~ d~ ~ ...~ ~iO .11\ ! l.' i 0.20' S., 0.39' Wl.) ! r-' N.89.30'4~"W." 300.gO"
2 "'" -: 0 .. .... 0:: 0:; 0 WI I \ J ".n --_..- ~L--I L-J '-- .~ --'1 -
010:: u..: zNOT INCLUDED <;i; ci H' ,:t-~ '. (f,l,...j'" ~ [n t1...'---'1 (' j--'"! PARCEL C~ I
5 ,-"o~ I . I 'I' [ ~III~ /f'. 1 U 1 . 100 0 (APPROXIMATE \ \ I
I ". ,r.., . .,...,..r-... W I I ' b ,:3 ! I" 0 LOCATION) I
,.. UI'WL.U. I I toU ~ =- HI ~Iii~ .~L . ~j 0 ! 1:'2 g PARCEL 8 \ \ I
C'\I ,'---'--' -' \L...'-L.......___-'-..r~~;:r, _ [ 8 C'\I NOT INCLUDED \ \~ DRAINAGE AND RETENTION POND
o ;j (\ \1 I' l . ; It,IPI · TT~~n '\ O.R. BOOK 4884, PAGE 497
, ~ ~J . \ z -.-.-.---- .~.__-' L__....i L_.. _. VI ~, .. ,.1'" "." \ \ 12 I
_ _ Z <1-_._. V :;;.~---..-.-.--:..::-. 603.~~ _ _ I _____ \,. _ _ \ \..
- ('\ ~,' ~S':I.I~: - Lai08 ___~ '. , - '" . '" , '7+-S:::' --, SET DISK #LB208
S89'3~'48"'L..__ t -= \!.!U~_.-- '\ ~~~~f)O 4:~ ENTERPRlSE'"ROAo ~]12.83 ~--r--~_-n ('o'f8' ~~2"o 1~? t.l
378.82' ~ ---- ~ C.R. No. 102 "-NORTH RIGHT-OF-WAY
: .
~(:) ~~ (100' RIGHT-OF-WAY) LINE OF C.R. No. 102
NO r<')0
00 ~o
bl!) bl!)
o 0
z z
SITE AREA NOTE:
THE TOTAL SITE AREA SHOWN :=
1,000,361 SQUARE FEET OR 22.965 ACRES, MORE OR LESS.
INDEX OF DRAWINGS
SHEET No,
llESCRlPTlON
1..... ALTA/ACSM LAND TITLE SURVEY
2..... SITE IMPROVEMENTS
3..... BUILDING DETAILS
4..... BUILDING DETAILS
RANGE
or
1 6 EAST
\
( / N
c/l-Tl~j~--,-> t
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f~-=-Li-:! '1.-1 EASlli\Nd BLVD~' /\ ,\\0., I! ........ I
) \ I, ,'-u.,;-I-.I : I
/ ~-~.- \-, 0:: '
~,/ ;~PRIS~'-Rn I * / I
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----.-+i
Vicinity Map
Not To Scale
(. ;
: ~7 f--- '---r:-j
,
,
'-: (
DESCRIP110N:
PARCEL A:
That part of the Southwest one-quarter of Section 28, Township 28 South, Range 16 East,
Pinellas County, Florida, more particularly described as follows:
Commence at the Southwest corner of Section 28, Township 28 South, Range 1 6 East,
Pinellas County, Florida and run South 89.30'48" East, 270.00 feet along the centerline
of County Road No. 102; thence North 00"02'25" East, 50.00 feet to the North
right of way of County Road No. 102 for a Point of Beginning; thence continue
North 00"02'25" East, 250.00 feet; thence North 89'30'48" West, 220.00 feet to the
East right of way of Landmark Drive; thence North 00"02'25" East, 78.39 feet along the
aforesaid East right of way of Landmark Drive; thence continue along said East
right of way of Landmark Drive along a curve to the left having 0 radius of 934.63 feet,
a chord length of 281.25 feet, chord bearing of North 08".36'48" West and an ore length
of 282.32 feet; thence North 72.43'58" East, 25.00 feet; thence North 5714'12" East,
229.67 feet; thence North 3712'09" West, 54.43 feet; thence along a curve to the
right having 0 radius of 262.50 feet, a chord length of 97.57 feet, chord bearing of
North 26"29'32" West and an arc length of 98.14 feet; thence North 15.46'55" West,
54.00 feet to the south right of way line of Eastland Boulevard; thence along a curve to
the right having a radius of 686.84 feet, a chord length of 243.50 feet, chord bearing of
North 80" 16'3T East, and an arc length of 244.80 feet along the South right of way of
Eastland Boulevard; thence continue South 89.30'48" East. 711.88 feet and along the
aforesaid South right of way of Eastland Boulevard; thence South 00'13'05" West,
200,00 feet; thence South 89'30'48 East, 200.00 feet to the West right of way of
McMullen Booth Road (State Road 593); thence South 00'13'05" West, 563.88 feet
along the aforesaid West right of way of McMullen Booth Road (State Road No. 593);
thence North 89'30'48" West, 300.00 feet; thence South 00.13'05" West 200.00 feet to
the North right of way of County Road No. 102; thence North 89'30'48" West 712.8.3 feet
to the Point of Beginning.
Together with non-exclusive easement rights benefitting the aforesaid Northwood Plaza
parcel, as follows:
PARCa B:
Reciprocal Easement Agreement between Sun First National Bonk of Dunedin and
Northwood Plaza, Ltd. doted July 17, 1979, recorded in Official Records Book 4884,
Page 492 of the Public Records of Pinellas County, Florida;
PARea C:
Drainage and Retention Easement Agreement between Sun First National Bank of
Dunedin and Northwood Plaza, Ltd., dated July 17, 1979 recorded in Official Records
Book 4884, Page 497 of the Public Records of Pinellas County, Florida;
PARca 0:
Reciprocal Easement Agreement between Florida Federal Savings and Loan
Association and Northwood Plaza, Ltd., dated October 5, 1979, recorded in Official
Records Book 4923 , Page 1476 of the Public Records of Pinellas County, Florida;
and
PARCEL E:
Declaration of Easements for Access, Parking, Utilities and Drainage dated
December 20, 1988, executed by Rutenberg Associates Ltd., and recorded in
Official Records Book 6911, Page 1428, Public Records of Pinellas County, Florida.
SURVEYOR'S CER11FlCATE:
i, S, "Sandy" L1overas, a Licensed Surveyor and Mapper in the State of Florida, hereby certify to
John Hancock Mutual Life Insurance Company, to Steel, Hector & Davis, LLP, to First American
Title Insurance Company, to Northwood Plaza, LLC, to Jonathan James Damonte, Chartered,
to FINOVA Realty Capitol of Greater Florida, Inc., its successors and/or assigns, and to Paul,
Hastings, Janofsky & Walker, LLP, that I have surveyed, on the ground, the property legally
described hereon; that this plat of survey is a true, correct and accurate drawing and
representation of said property and of the size, location. exterior dimensions and boundaries
thereof; that the street addresses. locations and dimensions of all buildings and structures situated
on said property, the zoning designation of said property and locations of all parking areas, of
any other improvements upon said property, of 011 fences thereon, of all recorded and/or visible
easements, of 011 streets. roads, utility points of connection with the public systems and
rights-of-way which affect, benefit or burden said property, and 011 building setback lines which
affect said property ore shown or noted hereon; that there are no discrepancies, conflicts, gaps,
boundary disputes, shortages in area, encroachments of improvements over boundary lines from or
onto said property or upon easements, overlapping of improvements, visible easements, overlapping
of easements, road, alleys, rights-of-way or building setback lines which affect said property,
except os shown or noted hereon; that there ore no fences, light posts or other improvements
appurtenant to said property which are located within the boundary lines of adjoining properties,
except os shown or noted hereon; that the legal description of said property, os set out hereon,
is correct, complete and accurate; and that any portion of said property which is located in 0
flood plain or in any other flood hazard or flood danger area, os designated by applicable
governmental authorities, is shown and identified os such hereon; that this survey complies with
Chapter 61G17-6 Florida Administrative Code.
Dated this
10th
day of
March
,1999
~~
S. ~SANDY. LLOVERAS
FLORIDA LICENSED SURVEYOR AND MAPPER NO. LS 1762
THIS SURVEY NOT VALID WITHOUT THE ORIGINAL RAISED SEAL AND SIGNATURE
OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
1 5/23/99
No. DATE
REVISED SURVEY REPORT PER NEW ZONING AND ADDED SITE AREA
REVISIONS
GOM /74L C.
DRN. CKD.APP.
NORTHWOOD PLAZA
-
ALTA/ACSM LAND TITLE SURVEY
CLEARWATER
PREPARED FOR:
NORTHWOOD PlAZA, LLC
c/o MR. JOHN HOLDEN
7027 West Broward Blvd.
Plantation, FL 33317
Phone: (954) 294-2694
PINELlAS COUNlY ' , ", ' .;
MARCH 16, 1999 APPROVC:O,13Y: _ ..:. ' . . , .', ,'"
FLORIDA
DATE:
DES.:
DRN.: KB/GOM
CKD.:
SCALE: 1" = 100'
JOB No. 29129
.'~' ".
'. ... -'--
S. 'I.~ANtJyitU VE;'S -"
FL eNGINEER'S UCENSE No, FE. 8508
FL SU~/EYGR'& MAPPER UCfNSf: No.
LS 1762
SHEEr
1
OF
~;
LLOVERAS, BAUR &
STEvENS
.
I
ENGINEERS -
SURVEYORS
#LB 0000208
- PLANNERS
Fax: (727) 784-8153
CLEARWATER, FLORIDA 33761
Phone: (727) 784-3965
29228 U.S. HIGHWAY 19 N.
4
ALTA/ACSM LAND TITLt:" SURVEY
JOB No.
29129
N
RADIUS = 686.84'
ARC = 244.80'
CHORD = 243.50'
C.B. = S.80e16'31'W.
CONC,
-
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--------
STORM SEWER--.....
OUTFALL POINT
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RADIUS = 262.50'
ARC = 98.141
CHORD = 97.57'
C.B. = N.26e29'32"W.
ONE STORY
WASONRY BUIlDING
SEE BUIlOlNG DETAIL SHEET 3
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HEIGHT -
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ONE STORY
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I; ~ : !.
WOOD PUMP HOUSE
5'% HIGH
CONC.
CURB
IGN
IGN
CONC.
CU,RB I': I ' ' I ' 'tt1' i
: i "I!,'
I' 'i 16 SPACES! ; i !
, I' "I' I: I
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I I: ,I I: ,: I
: "I,
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Si!
l}; L
,- co ,---
F.H.
CONC.
CURB
D.I.~
i i I ! 1 J SJACES
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, i I I I
"-- ASPHALT
PAVEMENT~
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I' I ! 19 SP~CE~
, ' I: !
IGN
IGN
.
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00
.. 0
r00
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bN
o
(f)
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N
U, "OYERHOO"'UNES'" ,'.-:,':..,' ,'",~.
712.83'
,,' :~'>':'j;'~.CqNC,/"':;,::,,":,,,, "
STORM SEWER
OUTFALL POINT
'" CONC. WALK
SANITARY SEWER 0.1' N.
SERVlCE CONNECTION
CONC.
CURB
I I I
. I
I ~TPf
I :
I /
13
-~-
en
'OJ-
CONC. WALK
0.7' W.
":.
COVERED
~~~: ~
~ ~
SIGN
SIGN ".
C>Q LTP
_ PB
TRAFFIC
SIGNAL
BOX
25'
.~ J.B,
".
"
o MH
I
PP
I
(
,.~ i~
8 o..~
.~ ~~
~
i~" ~
r: ~
;~, .
en
W
Z
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U
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~
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II)
<3
z
i; ,8
t-'
,00
0::
::>
,,' u
~
X
ll:
~
LTP
.:~.
MHOI 25'
ff" Dw.4~PB 1.4' x 1.7'
POST SIGN POST
(lYPICAL) I'::': :: C>QLTP
VER EAD
~IGNI
WOOD WALL PLANTER wi ' ' .
0.. LANDSCAPE
DmNTION ::t lll.tBERS
AREA I
_ PB 0
WL;5
en ~~
W 0
z
::J
:."
i
.
3=
10
o
..
r0
'r"
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't':
. .
...-
b
o
(f)
~
:x:
OJ) 1.I~E.5~ PP I ~
O~\'I ~, f-/
~/ ~
<:-300.00'
1.6' x 1.1'
SIGN BASE.........
R.C.P, "
CONC.
tURB
STOrlM SEWER
OUTfALL POINT
~I
o
0:::
~
o
CD
I I
Z
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~
o
~
~
en
w
~
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I
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o
I
r-
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'-"
RANGE
ABBREVIATION LEGEND
BC = BACK OF CURB
B.F.P. = BACK FLOW PREVENTER
CB = CATCH BASIN
CL or <t = CENTERLINE
CO = CLEANOUT
CONC. = CONCRETE
C.M.P. = CORRUGATED METAL PIPE
0.1. = DROP INLET
EL. = ELEVATION
EP = EDGE OF PAVEMENT
F.F. = FINISHED FLOOR
F.H. = FIRE HYDRANT
GA = GUY ANCHOR
GLT = GROUND LIGHT
GV = GATE VALVE
HC = HANDICAP
IV = IRRIGATION VALVE
J.B. = JUNCTION BOX
LT = LAMP POST
LTP = LIGHT POLE
O.F.S. = OVERFLOW STRUCTURE
M.E.S. = MITERED END SECTION
MH = MANHOLE
MP = METER POLE
PB = POWER BOX
PP = POWER POLE
R.C.P. = REINFORCED CONCRETE PIPE
R/W = RIGHT -OF -WAY
SC = SIAMESE CONNECTION
TB = TOP OF BANK
WM = WATER METER
VN = WATER VALVE
I 3/22/99 ADDED SETBACK LINES
No. DATE
REVISIONS
CLEARWATER
PREPARED FOR:
NORTHWOOD PlAZA, LLC
c/o MR. JOHN HOLDEN
7027 West Broward Blvd.
Plantation, FL 33317
Phone: (954) 294-2694
SHC:ET No.
1.....
2.....
3.....
4.....
INDEX OF DRAWINGS
LLOVERAS
BAU R & STEV~NS
0ESCRJP1l0H
ALTA/ACSM LAND TITLE SURVEY
SITE IMPROVEMENTS
BUILDING DETAILS
BUILDING DETAILS
GOM
DRN, CKD.APP.
NORTHWOOD PLAZA
SITE IMPROVEMENTS
PINELLAS COUNlY
FLORIDA
DATE: MARCH 16, 1999
DES.:
DRN.: KB
CKD.:~
SCALE: 1>> = 50'
JOB No. 29129
AP~R~~~' . .
. ~--, -
...
-. ,
~
S:. "'sP.-,NDY" LLOVERAS "
FL i:NGlNfER'S UCENSE No. PE.. 8508
FL 5URVf,J'OR. -& MA'PPE ,UGtNSE No.
LS 1762
SHEET
2
OF
ENGINEERS
Phone: (727) 784-3965
29228 U.S. HIGHWAY 19 N.
SURVEYORS
#LB 0000208
PLANNERS
Fax: (727) 784-8153
CLEARWATER, FLORIDA 33761
4
ALTA/ACSM LAND TITl - SURVEY
JOB No.
29129
N
CONC,
,.-<:URB
D,I.~
~ ASPHALT
PAVEMENT ~
EP,
59.2'
CONC. iD
a;
CONC.
a
~
a.
z
::l
a
~
a.
z
::l
CONC.
CURB
COVtRED
CONC.
EP
UNPAVED
o
<D
I
I
I
L__--
COVERED
BRICK
~~
~I
w '
aa:Ol
~~j
,...310
f.;cia.ci
iD
,,;
o
cO
6.5'
0' 10' 20'
~.....IIIIII
SCALE IN FEET
40'
I
3':i: HIGH
CONC. WAU.
20,1'
UNPAVED
13.0' 7 5.7' ,- 13.3'
0.7' x 1.4' \ 0,6' x 1.4'
.
0.5' x 1.4'
cj
z
o
u
ci
~
~
~
'"
u
ii1
lD
;..,
,..:
ONE STORY
WOOD FRAME
& STUCCO
BUILDING
.
.
:---'0.5' x 1.4'
7.3'
iD
<D
4991 SQUARE FEET
WOOD
POST
a
w.
~~
(,)
#2570
0,7' x
0.5' x 1.4'
~
,.j
13.2'
o ~
~
a.
Z
::l
:.t-
Il:i
~
~ 0.7' x 1.4'~
1_ 19.9' \
14.0'
3.0' x 3.0'
CONC. SlAB
2.3' x 3.0'
CONC. SlAB
1. 7' x 2.2'
CONC. SlAB
6.5'
14.1'
7,3'
BRICK
UNPAVED
~o.
~ ASPHALT
PAVEMENT ~
a.
~;..
o
-i
28.0'
~4.0" 2.1'
~
N
I~
t?
'f.
(,)
iiz
. 0
1")(,)
~4.0' . 2.1'
3
Z
0'
~"'"
ij::i
gw
00
~~
16.6'
f.-
~
I")
i
10
11.5' ,,;
I~
t?
'f.
o
ji~
1")0
4.0'
cj
z
o
(,)
o
,,;
N
'2535
lWO STORY
MASONRY
BUILDING
3231 SQUARE FEET
5.0' x 8.0'
BRICK LANDING
'"
(,)
ii1
lD f.-
a :!
~
(,)
R4.0, x 2.1'
iD
~
c"
,..:
10
Il:i
'"
7.3' x 4.0'
wi 9 STEPS
~
N
0.7' WIDE
BRICK PlANTER
1.5' :t HIGH
29.8'
COVERED BRICK
WROUGHT IRON
FENCE wi 4' GATE
I .r- 4, l' x 2. l'
::./' .7'
47.0'
7.9'
J:~
t?
'f.
(,)
-fiz
, 0
1")(,)
;..,
,,;
'"
i
lWO STORY
MASONRY
BUILDING
10,365 SQUARE FEET
c..i
z
o
o
R4.0, x 2.1'
o
cO
'"
l' WIDE CONC. STEP
7,3'
~ CONC. ~
17.9'
/
17,5'
8' HIGH
MASONRY WALL
,4.1' x 3.5'
IRAlSED CONC.
Il:i
30.1'
I
f
~
r
~
~
19.2'
2 CONC. STEPS
wi RAlUNG
~--^---l^.--
/' ~ CO ---">-- -----^-- CO @ ~
.--J"-- --..-y '=! 95.3' I")
_ ~ 10
_~ 13.9'
10
a;
9.3'
ONE STORY
MASONRY
BUILDING
10,313 SQUARE FEET
SIGN \)
#3023
f.;
iD
~
f.-
cO
f.-
a;
;..
B.7' x 18.7'
PlANTER
(NOT COVERED)
13.7' . 13.7'
PlANTER
(NOT
COVERED)
12,4'
iD COVERED
a; CONC. & BRICK
U1
,..:
16.0'
--ra.2'
PLANTER
U1
a;
12.3'
33.9'
0,
,..:
B.3'
;..,
a;
'"
10
,..:
'"
ONE STORY
MASONRY
BUILDING
7703 SQUARE FEET
4 l'
RADIUS a 20.00'
CO@
o
-i
CO
~ ASPHALT
PAVEMENT ~
x
SECTION
28, TOWNSHIP
28 SOUTH,
RANGE
EAST
10
ci
26.0'
CONC.
CURB
0.7' WIDE
CONC, & BRICK
'=! PlANTER
I") 3.0' :i: HIGH
-____-L______~
1f ~.
'-2.
11.9'
0.7' WIDE
CONC. & BRICK
PLAtm:R
3.0' :i: HIG
5.0'
o
,,; r-----7--- -----,
'!';.J.____________.J OVERHANG '=! L__________
. 10 ,
~~
CONC.
~ ASPHALT
PAVEMENT ~
;..,
ci
'"
112.8'
42.7'
~
o
10
ci
4' CONC. WALK
10.6'
1.2'
4' HIGH
WOOD FENCE
ONE STORY
MASONRY
BUILDING
5847 SQUARE FEET
i
14.B' x 4.8'
CONC. SlAB
cj 0
Z <D
o N
(,)
:.t-
(
i~
~~
J
~ij
~
~ ASPHALT
PAVEMENT ~
ONE STORY
WOOD FRAME
&: STUCCO
BUILDING
3385 SQUARE FEET
"-
<D
II)
U1
a;
10
COVERED ;.., I ~
CONC. <D ~
cj
Z
o
(,)
:.t-
#2560
;..,
Il:i
'"
i
cj
z
o
o
:.t-
,...
~
o
<D
17.4'
6.5'
10
,,;
'"
17.4'
@
1.2'
5.B'
~
CONC. CURB,
17,2'
10.9'
1.3'
12531
1.8' X 1.2'
COLUMN
:7i
ci
5' CONC. WALK
ONE STORY
MASONRY
BUILDING
8437 SQUARE FEET
o
COVERED
AREA
CONC. CURB
1.8' x 1.2'
COLUMN
~
1.8' x 1.2'
OLUMN
o
,,;
~
~
o
,,;
o
~ ASPHALT
PAVEMENT ~
7
~--r------~~~~G~--~
~0.7' WIDE ~
CONC. & BRICK
, PLANTER
~O. . HIGH
CONC. WALK
11.B'
. ,,~
. --------T--'v.
0.7' WIDE
CONC. & BRICK
PLANTER
3.0' :l: HIGH
12.0'
IB.5'
4.9'
CONC.
t
t"\
t lDJ:~
~Q:;z
(,)IlX:
t cj;..,:;t
z ti
f 8i:i
t
;...
ci
COVERED CONC.
CONC.
CURB
CONC.
~
I')
;,. 14.0'
Il:i
C 29.4'
0.7' x 1.5'
14.7' ~ 9.9' C 13,2'
O 7. x 1 5' 0.7' X 1,4'
;n' , 0.7' X 1.5'
cO
7.6'
iD
cO
O.B' X 2.1'
COLUMN
0.7' x 1.5'
ONE STORY
MASONRY
BUILDING
No.
0,7' X 1.5'~
UNPAVED
;n
cO
~
cj
z
o
(,)
11,254 SQUARE FEET
(J')
'=!~
I')(J')
X .
o
, z
Clo
1')(,)
iD
<D
0,7' x
'2566
1.5'
0,
,..:
1,4'
0.7'
2.3' x 1,8'
METAL SHED,
5' :i: HIGH
~0.7' X 1.4'---..."
f- 20.1' _\
6.0' x 4.0'
CONC. SLAB
~
6' HIGH
WOOD FENCE
cj
z
8
i
5.3'
iD
cO
UNPAVED
cj
z
o
(,)
U1
,,;
0.7' X 1.5......-:
2,0' X 4.0'
CONC. SlAB
~
~
5' CONC, WALK
1.4'
0.7' X 1.5'
~ ASPHALT
PAVEMENT ~
;..
<D
CONC.
RAMP
0.7' X 1.+' 0.7' x 1.4'
29.4'
UNPAVED
14.0'
CONC. CURB
.. I
-1~1
m1N (
METAL RAIL
@
A
@
ONE STORY
MASONRY &:
WOOD FRAME
BUILDING
71 41 SQUARE FEET
(
-iD
D
II)
~
'3024 TO #3034
i~
~~
J
@
25.2'
lD
0::
::l
(,)
ti
z
8
w
10
N
..
N
o
b
01
.1
Z
CONC.
@
~~
I:;t
;nti
,,;:i
o
,,;
~
;...
a;
5.0'
6' HIGH 0,
WOOD FENCE ~
Cl.
W
It>
L-r=~~'"
lIt) \
16
~ ASPHALT
PAVEMENT ~
m ~
,..: ii1
~ lD
;..,
a;
Ii:)
0.5'
B.O'
;..,
Ii:)
Ii:)
a.
l>J
'"
~
(
;,.
:7i
i~
~~
;n
~
cj
Z
o
(,)
o
,,;
~ ~
Z
::l
8.0'
S' CONC. WALK
CONC. RAMP
",-, ASPHALT
PAVEMENT ~
ABBREVIATION LEGEND
B.F.P.
CB
CL or ct
co
CONC.
C.M.P.
0.1.
EL.
EP
F.F.
F.H.
GA
GLT
GV
HC
IV
J.B.
LT
LTP
O,F.S.
M.E.S.
MH
MP
PB
PP
R.C.P.
R/W
SC
TB
WM
"IN
DATE
REVISIONS
= BACK FLOW PREVENTER
= CATCH BASIN
= CENTERLINE
= CLEAN OUT
= CONCRETE
= CORRUGATED METAL PIPE
= DROP INLET
= ELEVATION
= EDGE OF PAVEMENT
= FINISHED FLOOR
= FIRE HYDRANT
= GUY ANCHOR
= GROUND LIGHT
= GATE VALVE
= HANDICAP
= IRRIGATION VALVE
= JUNCTION BOX
= LAMP POST
= LIGHT POLE
= OVERFLOW STRUCTURE
= MITERED END SECTION
= MANHOLE
= METER POLE
= POWER BOX
= POWER POLE
= REINFORCED CONCRETE PIPE
= RIGHT-OF-WAY
= SIAMESE CONNECTION
= TOP OF BANK
= WATER METER
= WATER VALVE
DRN. CKD. APP.
NORTHWOOD PLAZA
BUILDING DETAILS
CLEARWATER
PREPARED FOR:
NORTHWOOD PLAZA. LLC
c/o MR. JOHN HOLDEN
7027 West Broward Blvd.
Plantation, FL 33317
Phone: (954) 294- 2694
INDEX OF DRAWINGS
SHEET Np.
OESCRIPI1ON
ALTA/ACSM LAND TITLE SURVEY
SITE IMPROVEMENTS
BUILDING DETAILS
BUILDING DETAILS
,.... .
2.....
3.....
4.....
DATE:
DES.:
DRN.: KB
CKD.: ~)
SCALE: ," = 20'
JOB No. 29129
PINELLAS COUNTY
MARCH 16, 1999 APPROVED BY:
~
. . --. .
S." ~NDY" LLOVERAS :-
FL E:Nf;rNEER'S LICENSE No. . PI;: 8'508
FL SutWEYOR &;, MAPPER. 'LICENSE No.
FLORIDA
BAU R & STEVENS
SURVEYORS
#LB 0000208
LS 1762
SHEET
3
OF
LLOVERAS
ENGINEERS
Phone: (727) 784-3965
29228 U.S. HIGHWAY 19 N.
ALTA/ACSM LAND TIT I C- SURVEY
PLANNERS
Fax: (727) 784-8153
CLEARWATER, FLORIDA 33761
4
JOB No.
29129
N
0' 15' 30'
~
SCALE IN FEET
60'
I
15,9'
h
ai
~
<3
z
o
u
CO
LP TmKO
a>
g
,.,
<3
z
o
u
2"
f><l
GV X
a:
u.:
ai
9.5' x 5.1'
CONC. SLA.B
lD
9.4' x 5,1'
CONC. SLA.B
xGV
0' DIAMETER
BOUARDS
TRANSFORMER
MHO
RAMP
rt
S' HIGH
WOOD FENCE
9.0' x 8.0'
CONC. SLA.B
wi 5.5' DIAMETER
BLEACH TmK
2.5' x 2.3'
METAL BUILDING
LP GAS TANK
GAS VALVE
o
tti
___..IJ.._
~ASPHALT
PAVEMENT \
x
153.1'
81.8'
12-WM
Q::
ILl
I;J
~Vl
CC
"J
~)@
0..
u.:
ai
~
o
<0
r-.
26.0'
MATCH UNE
2.B' x 3.2'
ONE STORY
WOOD BUILDING
o
<Ii
65.0'
.>
'<f.
I
I
I
01
I
I
01
I
I
01
I
I
I
1
I
OJ
I
01
7.7,1
0'
3.7' I
, ~ I
N9
I
9
I
d
18.5'-1
,.,
0>
.>
'.5',
I ",~R
I _x~~
q <'-wE::.
I
I
o!
7.B'1
I
n 9
ci
.., I
I
q
18. '~
I
~
~
<0
~ 2,S' x 3.2'
WOOD BUILDING
7'r. HIGH
5.0' n
,...j
0,
~
:;,- .
. li)
o .
~ __1l._~
o
10.5'
I
-~
SIGN
1,0' WIDE BRICK
PLANTER WAll,
1 'r. HIGH
~ASPHALT
PAVEMENT \
SECTION
1.3' x 1.3'
BRICK COLUMNS
GVl><l X
~ 0.1.
MH
E
OMH
:;,-
,...j
:;,-
<D
;;,.
CONC.
@ CO
20.7'
CONC.
18.4'
n
~
~
n
~
~
59.0'
40.3'
40.
;...
ci
N
.1'
tti
S.O'
-.J
:I:~
~~
n::E
OMH
ixl
ci
N
. 1.0'
I-:
~
~
~ASPHALT
PAVEMENT \
5.5'
COVERED
BRICK
<3
z
o
t)
ONE STORY
MASONRY BUILDING
'2508 TO '2558
5.4'
-.J
:I:~
Q;;i
:I:W
n::E
1.0'
172,787 SQUARE FEET
CONC.
CURB
io
.t
r-.
ONE STORY
WOOD BUILDING
CONC.
CUDB
Jlf~
o
N
6' HIGH
WOOD FENCE,-J
f
0-
W
8.0' x 40.0'
METAL SHED
CONC. wi
<( ~. T~H COMPACTOR
(b'
0,7'
27.0'
4.3' x 3.0'
CONC. SLA.B
5.7' x 10.0'
CONC. SLAB
5.2' x 3.0' .
CONC, SLA.B III
li)
METAL
LOADING
RAMP
CONC.
CURB
5.5' x 3.0'
CONC. SLAB
Q; WW~
~ ~~ 0
~~lD~~~
lDg lDg
RETAINING WAll:
wi 3.5' HIGH
METAL RAILS
(,0 -3.0' x 4.3'
@ ~ RAISED CONC.
~.
~
3.0' x 4.3'
RAISED CONC.
8' HIGH
CONC. WAll
",'
O~
5' HIGH G
WOOD GAfE
-3.0' x 4.3'
RAISED CONC,
FOUNTAIN
AREA
11.9' ixl
.0
li)
u
z
8
6' x 6'
PLANTERS
(WO)-OLT
o
LT (t
o
10.0'
28, TOWNSHIP 28 SOUTH,
RANGE
16
EAST
~ASPHALT
PAVEMENT \
EP
~~
~Q::g:<
TRASH ~12Q;fi
COMPAC~OR ~~ f2 8
CONC, (q 7.4' CONC.
URB ~, RAMP
.0
CONC. 9.0' N CONC.
ql COVERED.
Of CONC.
-, 27.7'
CONC.
39.5'
P---LJa,
22.2' r-:
70.3'
[JCONC'
CURB
~
~~
5.7' ~F
<3
z .
0110
u~
6.3'
eJ
::E
Q;
COVERED
AREA
N
ai
N
6' HIGH WOOD FENCE
CONC.
GAS METER
,6' HIGH
WOOD FENCE
wi 3' GATE
COVERED
CONC.
GAS METE
8' x 6'
FREEZER
3.5' x 6.0'
CONC. SLA.B
wi 2-WM
4.0'
28.5'
~
(t LT
D D
IvA
(t LT
.0'
~1.0' x 0.8' 12' 02'
COLUMN ~---7L COLU~NS
~--~-_____~__~ O~~G U____JL____
2' x 2'
COLUt.4N
(lYPICAL)
~ASPHALT
PAVEMENT \
4' HIGH GATE::::L
6' HIGH 1~
WOOD FENCE ~
6' HIGH CHAIN
LINK FENCE
3,8'
3.7'
Vl
0, ffi
gj ~
e:
3.8'
'"
tti
l')
26.0'.... 5.2'
-i
MATCH UNE
INDEX OF DRAWINGS
SHELl No,
OESCRPllOH
ALTA/ACSM LAND TITLE SURVEY
SITE IMPROVEMENTS
BUILDING DETAILS
BUilDING DETAilS
1... ..
2.....
3.....
4.....
RAMP
B.F.P.
CB
Cl or
CO
CONC.
C.M.P.
0.1.
El.
EP
F.F.
F.H.
GA
GLT
GV
HC
IV
J.B.
IT
LTP
O.F.S.
M.E.S.
MH
MP
PB
PP
R.C.P.
R/W
SC
TB
WM
WV
No, DATE
REVISIONS
-Ll
I
I
I
:;,-
ci
""
~
~
cc:
~
~
l')
2' x 2'
COLUMN
('TYPICAL)
ABBREVIATION LEGEND
= BACK FLOW PREVENTER
= CATCH BASIN
't = CENTERLINE
= ClEANOUT
= CONCRETE
= CORRUGATED METAL PIPE
= DROP INLET
= ELEVATION
= EDGE OF PAVEMENT
= FINISHED FLOOR
= FIRE HYDRANT
= GUY ANCHOR
= GROUND LIGHT
= GATE VALVE
= HANDICAP
= IRRIGATION VALVE
= JUNCTION BOX
= LAMP POST
= LIGHT POLE
= OVERFLOW STRUCTURE
= MITERED END SECTION
= MANHOLE
= METER POLE
= POWER BOX
= POWER POLE
= REINFORCED CONCRETE PIPE
= RIGHT -OF -WAY
= SIAMESE CONNECTION
= TOP OF BANK
= WATER METER
= WATER VALVE
DRN. CKD. APP.
NORTHWOOD PLAZA
BUILDING DETAILS
CLEARWATER
PREPARED FOR:
NORTHWOOD PLAZA. LLC
c/o MR. JOHN HOLDEN
7027 Weat Broword Blvd.
Plantation, FL .:s3317
Phone: (954) 29~-269~
DATE:
DES.:
DRN.: KB
CKD.:~
SCALE: 1" = 30'
JOB No. 29129
PINELLAS COUNTY
MARCH 16, 1999 APPROVED BY:
..~~
S. ' ... SANDY" LlOVERAS
FL ENGINEER'S UCENSE No, PE ..8508
FL SURVEYOR & MAPPER. LICENSE No.
LLOVERAS
FLORIDA
BAUR & STEVENS
LS 1762
SHEET
4
OF
ENGINEERS
Phone: (727) 784-3965
29228 U.S. HIGHWAY 19 N.
SURVEYORS
#LB 0000208
~ r---LL--.J:l
.ll-~-1---..Q
-------
2' x 2' -
COLUMN
(WICAL)
ALTA/ACSM LAND TITI r:- SURVEY
PLANNERS
Fax: (727) 784-8153
CLEARWATER, FLORIDA 33761
4
JOB No.
29129
EXisting Oak
EXisting Indian Hawthorn
EXisting Oak
2G Indian Hawthorn
3 gal., 14" ht. X 14" spr.
4
100
G8
200
2G
025'
Live Oak Z
14- I G1 ht. X 5' spr., 4" ca. =>
Giant Llno e
I gal., 12" ht. x 12" spr.
o 27'
P odoca r us
3 gal., 24" ht. X 20" spr.
.29'
EXIsting Oak
EXisting Oak
11' t:J. SIG~
Seasonal Color 028'
4" pot
I ndlan Hawthorn
3 ga I., I 4" ht. X I 4" spr.
EXisting Llrlop ~
Istlng Llrlope
o
W
l-
I-
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;...-" ""-_.:-C
" -:-......
3
'(:
~-
In an Hawthorn
ga I., I 4" ht. x
Seasonal Color
4" pot
Cnnum Lily
10 gal., 3G" ht. x 3G" spr.
44
o
o
o
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5
IGN
EXisting Canary
Island Date Palm
OHL
O\rlER PEDESTAL
I 50 Giant Llno e
I gal., I 2" ht. X
RIGHT -OF -\y' A Y)
ENTERPRISE ROAD (lOa'
12" spr.
U N P L A T TED
5 Live Oak
14- I G' ht. X 5' spr., 41' cal.
70 Sus ensum Viburnum
3 gal., 24" ht. x 24" spr.
Var. Confederat
3 gal., 201 ht.
35
EXls Ing I dlan
ho n ~
I ht. X 14" spr. <[
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(}:: V)
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......
SHELTER L O!:
'--/
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L
G P odocarpus
3 gal., 2411 ht. X 20" spr.
EXisting 0
2
ak
I ht. II cal.
~ Indian Hawt orn
13 gal., 14" ht. x 14" spr.
18129'
EXist ng 0
3
2G Indian Hawthorn
3 gal., 14" ht. X 14" spr.
32 Sus ensum Viburnum
3 gal., 24" ht. X 24" spr.
3 LI ustrum Tree
81 ht. x 8' spr.
2
T.B.M. #2
EL. = 55.28
30 Dwarf Fakahatch e Grass
3 gal., 24" ht. X 2411 spr.
50.00'
~30'
300.00'
.4'
3
Ie
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16'
~
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275 Dwarf Confederat
1 gal., G" ht. X I
TRAFF
)Ci4'
PROP SED
RET A L SIGN
OH
,
(Y)
......
o
o
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Z
40
Dwarf Confeder te Jasmine
I aI., G" ht, X 2" spr.
D
35
Var. Confederat Jasmine
3 gal., 20" ht. X 20" spr.
Live Oak
14-1 G' ht, X 5' pr., 4" cal.
D
Q.)
e
8' CYPRESS
9')8(
PROPOS
AREA
2
2
I....
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48
,
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3 gal., 20" ht. 20" spr.
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o =
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32
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~f'-..c('()
Palm
I c.t.
20
3
20' ,14'
Q(
-
:3
3 LI ustrum Tree
7 -8' ht. X 7 -8' spr.
3 I Indian Hawthorn
3 gal., 14" ht. X 14" spr.
Dwarf Confederate Jasmine
I gal., G" ht. X I 2" spr.
45
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145
30
o
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32'
~
P I 12'
Lady a m
10 gal., 40" ht. 13' ~
, - .
.: 7:: :.:~:,:t~ ";';:~~"~~::~~..,: ..~:~\.~~..;~!.;::~..J:~;.~1:~:""?~::~-:,:,;~ ..
A" spr,
20
Var. Confederate Jasmine
ht. X 20" spr.
35
._~,
t. X 3G" spr.
2
"0"
Philodendron
3 gal., 24" ht. x 4" spr.
30
TRAFFIC SIGNAL BOX
~
lFe p~ ~ '9
TRAFFIC SIGNAL POLE
-TRAFFIC SIGNAL BOXES
50
,. ,
17'
/
,/
~(c~,
C";'
,--=-
OHL
300.00'
\. -. '(::)
'. ~-~.)
TRAFFIC SIGNAL ~O?\ -
"'-
TRAFFIC SIGN~L POLE
"'-- /
Seasonal Color
4" pot
Live Oak
14- 1 G' ht. X 5' spr., 411 cal.
L,
--~
30
r n
3 gal., 2411 ht. X 2411 spr,
I Dwarf Fakahatchee Grass
3 gal., 241' ht. X 24" spr.
I White Crape Myrtle
8' ht. X 4' spr,
P odoca r us
3 gal., 24" ht. X 20" spr.
23
30
Dwarf Fakahatchee Grass
3 gal., 24" ht. X 24" spr.
White era e Myrtle
8' ht. x 41 spr.
Podocar us
3 gal., 24" ht. X 20" spr.
30
23
3
3
3
/7
C;ENERAL LANDSCAPE NOTES
I , All plant materrals shall be Florrda # I or better and mstalled to highest nursery standards. Plants shall be
healthy, free of pest and disease.
2 All plants shall be contamer grown except as :coted on plan.
3 All palms and trees shall have straight trunks with no tWists, knottmg or other defective characterrstlcs,
4, Mulch shall be 100% Pme Bark, Installed to a mmlmum thickness of 2".
5, Sod shall be 35% weed free St. Augustme "Floratam", Installed with tight JOints,
b, All dimensions shall be field checked by the Landscape Contractor prror to construction with any
discrepancies reported to the Landscape Architect,
7 All materrals shall be as speCified on the plans, If materrals, labor or Installation techniques do not adhere
:0 the speCifications, they will be rejected by the Landscape Architect with speCified materrals and mstallatlon
e<rrred out by the Landscape Contractor at no additional cost.
8, No Substitutions of materrals or changes to the drawmgs or speCIfications shall be made.
9, All reqUired permits are to be prOVided by the Installmg contractor unless speCIfically stated otherWise m
the speCifications.
10, Contractor Identification signs shall not be allowed on the proje::t.
I I, Contractor shall be responSible for all Items as shown or deScribed on thiS plan and speCifications.
I :" All proposed landscape and sod areas containing turf or weeds shall be treated With "Round-up" per
m~nufacturer's speCifications,
I J. Landscape Contractor shall prOVide all necessary site preparation reqUired to ready the site for planting as
Sp~clfled,
I 4, The landscape Contractor shall warranty and guarantee all materrals and labor for a period of 90 days for
srrubs and groundcover, palms and trees. Warranty and guarantee period shall begm upon date of completion.
I'), All repairs and/or replacements shall be made by the Landscape Contractor Within 10 workmg days upon
nC'tlflcatlon of any defiCienCies by the owner or their representative.
I G. All questions regarding the Landscape Plans and SpeCifications shall be directed to the Landscape
Architect at (727) 787-2840.
fERTI L1ZA TION
Shrubs and Trees
Ai. trees and shrubs shall be fertilized With "Agrrform' 20-15-5 planting tablets at time of planting and pnor to
In:,tallatron of plant pit backfill. Tablets shall be placed Uniformly around the root ball at a depth that IS between
th~ middle and bottom of the root ball.
Application Rate:
I Gallon Container:
3 Gallon Container:
5 Gallon Container:
7 Gallon Container:
T r~es:
I - 2 I gram tablet
2 - 2 I gram tablets
3 - 2 I gram tablets
4 - 2 I gram tablets
3 tablets per each 1/2" caliper of trunk
G"oundcover Areas
AI, groundcover areas shall receive fertrlizatlon With "Ozmocote" time release fertilizer per manufacturer's
sFeCiflcatlons.
Set tree plumb.
With top of
rootball ! 1/2"
above finish
grade
Rubber hose
# I 2 gauge wire
2" Mulch
3" Tree wel
Finish grad
I 2" length red
plastiC flag
tape
2x4 pt stake
Root ball
Native sari
backfrll
EXlstl ng native
soil
TREE PU~NT!NG DETAIL
2/3 Tree drrpline
EXisting tree to
remain
48" Height
i x4 pt rails
2x4 pt post
24" Depth
EXisting grade
TREE PROTECTION DETAIL
2" Mulch
Set shrub
plumb. With top
of rootball I"
. above finish
~ gr<Jde
Finish Grade
Root ball
Native sari
backfill
SHRUB PLANTING DETAIL
N
w
5
o 10'
20'
40'
Scale
I II
201-011
E
80'
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COPLEY~SIGN ASSOCIATES, lNC.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787-2840
Fax 727 785-4017
Landscape Architecture
Site Planning
Constmction Management
(
[
JOB NO. 23007
SHEET
L - I
IRRIGATION SYSTEM REQUIREMENTS
I, Shallow wells, open surface water bodies, or reclaimed water must be used as a source of
Irrigation water, The distribution system for irrigation must not be connected to county or
municipal water sources, unless It can be demonstrated that these sources are not available.
2. Irrigation systems must utilize low volume design such as low trajectory heads or soaker
hoses to provide direct appilcatlon and low evaporation. Systems that overspray areas that do
not reqUire irrigation, such as paved areas will not be acceptable, High Irrigation need areas
must not overspray low need areas.
3. High water demand landscape areas such as turf must be served by a separate Irrigation
zone than low water need areas, such as planter beds, or mulched areas With trees. In no case,
shall any planted vegetation area be more than 50' from a water supply hose bib.
4. Automatic Irrigation systems must operate by an Irrigation controller capable of
differentiating between schedules of high and low water demands areas. Controllers must have
multiple cycle start capacity and a fleXible calendar program able to be set to comply With local
or water management dlstnct Imposed restnctlons,
5, Automatic Irrigation systems must be equipped With a r.aln sensor deVice or sWitch which will
override the Irrigation cycle of the sprinkler system when adequate rainfall has occurred.
C=D
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Concrete donut
~t each head
Concrete donut
at each head
Pop-up gear d,,",,"
spray h"Jd
Poly ell
f've I;)teral line pipe
finiSh Grade
Pop-up flyecJ spray head
Poly ell
I 8" poly 'lex p'pe
P'v'C laterall.ne pipe
Poly ell
-e IRRIGATION GEAR DRIVEN HEAD DETAIL
-e IRRIGATION SPRAY HEAD DETAIL
S.89<>30' 48/1E,
'Ot1
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5)500 SF,
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I' (J r 100
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minimUm depth 1 #
flt11Sh Grade
Pop-up flx~d spr.Jj heJd
1 'rTllnlmUm depth
R~mote control \/JI,-(~ Wlr~5 to be In5tJII~d under mJlnllne
5ecur~ to mainline at 8' Intervals With \\.Jterproof
tape ..~'rapped 4 times around plp~ at ~.ach locatIon
-e IRRIGATION PIPE DEPTH DETAIL
(\15H
(\ISH
J,r
'0
."
U' ,~
300,00'
TRAFF !t..
PRopbsED
RET A L SIGN
OHL
20',14'
Q(
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0,50
lSi! 4' b'5H
U'o I;H U'o
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11"""\ 0<"
17'
/
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l:8,M. #1
EL. = 53.57 t-
CyplSS ISH ~
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7
\ 300.00'
~
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p
O'OH
QI5F
(
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SHELTER tj
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95" I ,~.. T,B,M. #2
/ ~~EL. = 55.28
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[v -TRAFFIC SIGNAL BOX
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ISO
SIGNAL BOXES
TRAFFIC SIGNAL BOX
TRAFFIC SIGNAL POLE
GENERAL IRRIGATION NOTES
I, The Contractor shall Install a new automatic Irrigation system as per plan,
2 Shrub risers shall only be used In hedges or mass p[antlngs. Risers shail not extend more than 2" above the
Installed height of the plant. All risers shall be schedule 40 pipe, painted black. In no case shall shrub risers be
Installed adjacent to walkways, driveways or other areas where they may be damaged,
3, All heads Installed In planting areas along walks, drives and parking lots shall be I 2" pop-up fixed spray
heads. All heads shall be Installed With the top of the spray body flush With finish grade. All groundcover areas
s~ail be irrigated With I 2" pop-up fixed spray heads and extensions as reqUIred.
4, All sodded areas shall be Irrigated With 4" pop-up spray heads or pop-up gear driven heads unless
otherWise speCified,
5, Pipe, valves and other irrigation equipment may be shown In drives, walks or buildings for clarity only, Install
all valves and other equipment In landscape beds fo~ best accesslbrlity and concealment.
G, Valves shall be Installed In a manifold Within a valve box of suffiCient size to service all valves Within the box.
Valve box shall be free from any debriS which may cover valves. PrOVide a 3" depth gravel sump at the bottom of
the v.alve pit.
7, All Irrigation eqUipment and Installation techniques shall meet federal. state and local codes. regulations and
ordinances.
8, All gear driven heads and all heads along walks, curbs, drives and t?arklng .areas shall be Installed on fleXible
polyethylene sWing JOints,
9, Gear driven heads and fixed spray heads shall be Installed on separate zoneswhere pOSSible, PreCipitation
rates and head type should be compatible Within each zone.
10, Gear drIVen heads shall not be Installed In shrub areas or be Instal[ed on risers where pOSSible.
I I, Controller shall be mounted as shown on plan
12. All sleeves shall be schedule 40 pipe Installed a minimum of 14" below grade, Sleeves shall be used only
to ,nstalllaterallrrlgatlon lines through. Sleeves shall not be used as a method to convey water through the
system.
13, Adjust all heads to prOVide maximum coverage and effiCiency and minimiZe overthrow, Irrigation heads shall
not spray over walks, drives or any other non-Irrigated areas.
14. EqUipment shall be manufactured by, ''Toro'', "R.;;lnblrd" or "Hunter" or as otherWise stated on the plans,
1 5. Contractor shall field verify water source to oellver the proper pressure, pounds per square Inch (PSI) and
water flow, gallons per minute (GPM) as reqUired by the Irrigation system. Notify the Landscape Architect If there
IS any discrepancy.
I G, All permits reqUired for Installation shall be prOVided by the contractor
17, Refer to the Landscape Plans when locating alllrngatlon equipment. AI/ow ample room near Irrigation
equipment for the proper Installation of trees, shrubs and other work shown or, draWings to be Installed.
18. All wires shall be Installed In wire sleeves,
19. Contractor shal/ be responSible for all Items on the plan and Irrigation speCIfication.
20. Contractor shall Instruct the owner on the full operation and maintenance of the irrigation system.
2 I, Contractor shall be responSible tor ail final repairs or adjustments to prOVide proper coverage to all
landscape areas,
22, All questions regarding Irrigation speCifications sha[1 be directed to the Landscape Architect at (727)
787-2840,
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IRRIGATION LEGEND
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Symbol
. 5F-B
. 5H-B
. 50-B
.5CST-B
OIOF
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OIOH
OIOQ
015F
015TQ
015H
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GPM
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SpeCification
T ora 5' RadiUS Full Circle Bubbler
T oro 5' RadiUS Half Circle Bubbler
T ora 5' RadiUS Quarter Circle Bubbler
Taro S' RadiUS Center Strip Bubbler
Taro I 0' R<3dlus Full Circle Sprayhead
Taro 10' RadiUS Three Quarter Circle Sprayhead
Taro 10' RadiUS Half Circle 5prayhead
Taro 10' RadiUS Quarter Circle 5prayhead
T oro I 5' RadiUS Full Circle 5prayhead
T ora I 5' RadiUS Three Quarter Circle 5prayhead
T oro I 5' RadiUS Half Circle 5prayhead
T ora I 5' RadiUS Quarter Circle 5prayhead
T ora End 5tnp 5prayhead
Taro 51 de Stnp 5prayhead
Taro Center 5tnp 5prayhead
Hunter Full Circle Gear Dnven Head G GPM
Hunter Adjustable RadiUS Gear Dnven Head 3 GPM
Hunter AdJ./Full RadiUS Gear Dnven Head - Alternate
Gate Va Ive
Water 50urce - Venfy water resource
Electnc Remote Control 5crubber
Valve - 2"
T oro 50lld 5tate Dual Program Controller
Coordinate location With owner.
Class I GO P.V.C. Lateral LlIle (max. flow 5 feet/sec.)
Malll Line - 5ch. 40
(max flow 5 feet/sec.)
0,5 GFM
PIPE SIZING CHART
J /2" FVC FIFE
G- I 0 GFM
11,15 GPM
1(;,25 GPM
2(;, 35 GFM
3(; 50 GPM
50+ GPM
3/4" F\lC FIFE
I' FVC FIPE
I 1/4" FVC FIFE
! 1/2" FVC FIFE
2" FVC PIFE
2 1'2" FVC FIPE
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20'
40'
80'
Scale
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COPLEY DESIGN ASSOCIATES, INC
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787-2840
Fax 727 785-4017
Landscape Architecture
Site Planning
Construction Management
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