FLD2003-10055 (2)
FLD2003-10055
2005 GULF TO BAY BLVD
JlCE AMERICA'S CASH EXPRES~.
PLANNER OF RECORD: WW
ATLAS # 298B
ZONING: C
LAND USE: CG
RECEIVED: 10/21/2003
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDB:
CL WCoverSheet
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CITY OF CLEARWATER
loNG RANGE PlANNING
DEVELOPMENT REviEW
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRUE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
February 19, 2004
Mr. Robert Pergolizzi, AICP
Gulf Coast Consulting, Inc.
13630 58th Street North, Suite 110
Cleanvater, FL 33760
RE: Development Order - Case FLD2003-10055 - 2001-2021 Gulf to Bay Boulevard and 511
South Hercules Avenue
Dear Mr. Pergolizzi:
This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community
Development Code. On February 17, 2004, the Community Development Board reviewed your
Flexible Development application (1) to permit a problematic use in the Commercial District
with a reduction to the front (north) setback along Gulf to Bay Boulevard from 25 feet to 7.8 feet
(to existing pavement), a reduction to the front (west) setback along South Hercules Avenue from
25 feet to zero feet (to existing pavement), reductions to the front (south) setback along Rogers
Street from 25 feet to one foot (to existing building) and from 25 feet to zero feet (to existing
pavement), reductions to the side (east) setback from 10 feet to one foot (to existing building)
and from 10 feet to zero feet (to existing pavement), a reduction to required parking from five
spaces per 1,000 square feet (114 spaces) to 4.4 spaces per 1,000 square feet (100 spaces), a
deviation to locate a problematic use contiguous to a residentially zoned parcel and a deviation to
locate a problematic use within a building which does not meet all of the current land
development regulations and building regulations, as a Comprehensive Infill Redevelopment
Project, under the provisions of Section 2-704.L and (2) to permit a reduction to the landscape
buffer along Gulf to Bay Boulevard (north) from 15 feet to 7.8 feet (to existing pavement), a
reduction to the landscape buffer along South Hercules Avenue (west) from 10 feet to zero feet
(to existing pavement), a reduction to the landscape buffer along Rogers Street (south) from 10
feet to one foot (to existing building) and from 10 feet to zero feet (to existing pavement), a
reduction to the landscape buffer along the east property line from five feet to one foot (to
existing building) and a reduction to the width of the required foundation landscaping adjacent to
the building from five feet to zero feet, as a Comprehensive Landscape Program, under the
provisions of Section 3-1202.G. The Community Development Board (CDB) APPROVED the
application with the following bases and conditions:
BRIAN J AUNGST, MAYOR-COMMISSIONER
HoYT HMlILlON, VICE MAYOR-CO\1MISSIONER WHITNEY GRAY, CO~IMIS~IOr-.ER
FRANK HIBBARD, COMMI'iSIONER * Bill JONSON, COM~lI'iSIOr-.1 R
"EQUAL EMPLOYMENT AND AFFIRMA1 lVE ACTION EMPLOYER"
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February 19, 2004
Pergolizzi - Page Two
Bases for Approval:
1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill
Redevelopment Project per Section 2-704.C.
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913 and the Comprehensive Landscape Program per
Section 3-1202.G.
3. The development is compatible with the surrounding area.
Conditions of Approval:
1. That the applicant (Ace America Cash Express) buyout the lease of R & W Pawn and
Jewelry, apply for City building permits for interior renovations and for site improvements,
and obtain required FDOT Access Permits by August 17, 2004. Failure to accomplish all
three items within this time frame shall cause this Flexible Development approval by the
CDB to be null and void and cause enforcement action to be initiated again. Failure by the
applicant to diligently and timely pursue the issuance of, and completion of, required building
permits for the purpose of issuing an Occupational License for Ace America Cash Express
after completion of those improvements, shall be grounds to deem the Flexible Development
approval null and void and also cause enforcement action to be initiated again.
2. That a Comprehensive Sign Program be submitted by August 17,2004. The Comprehensive
Sign Program shall include both freestanding and attached signage. Shopping center
freestanding signage shall be reduced to a height acceptable to the Planning Department, have
consistent color, have consistent tenant message panels and individual lettering and have the
site address revised to be read horizontally. The day care center freestanding sign height shall
be acceptable to the Planning Department, be consistent in color as the shopping center
freestanding signage and shall include the site address. Attached shopping center ~ignage
shall have a consistent color of background panels and individual lettering. All necessary
sign permits shall be obtained by October 17, 2004, to effect changes approved under the
Comprehensive Sign Program; and
3. That the double dumpster enclosure be consistent in materials and color as the principal
building.
Pursuant to Section 4-407, an application for a building permit shall be made within the time
frame cited above. All required certificates of occupancy shall be obtained within one year of the
date of issuance of the building permit. Time frames do not change with successive owners. The
Community Development Board may grant an extension of time for a period not to exceed one
year and only within the original period of validity.
Please be aware that the issuance of this Development Order does not relieve you ofthe necessity
to obtain any building permits or pay any impact fees that may be required. In order to facilitate
the issuance of any permit or license affected by this approval, please bring a copy of this letter
with you when applying for any permits or licenses that require this prior development approval.
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February 19, 2004
Pergolizzi - Page Three
In addition, please be aware that an appeal of a Level Two approval (Flexible Development) may
be initiated pursuant to Section 4-502.B by the applicant or by any person granted party status
within 14 days of the date of the CDB decision. The filing of an application/notice of appeal
shall stay the effect of the decision pending the final determination of the case. The appeal
period for your case expires on March 2,2004.
If you have any questions, please do not hesitate to call Wayne M. Wells, Senior Planner, at 727-
562-4558. You can access zoning information for parcels within the City through our website:
www.mvclemwater.com/gov/depts/planning. *Make Us Your Favorite!
Cynthia Tarapani, AICP
Planning Director
Cc: Mr. E. D. Armstrong
\\MS5c\PDS\Plannmg Department\C D B\FLEX\Pendmg cases\Up for the next CDB\Gulfto Bay 2001-2021 Ace AmerIca's Cash Express
(C)\Gulf to Bay 2001-2021 Development Order doc
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SECTION 13, TWP. 29 S., RNG.
15 E., PINELLAS COUNTY, FLORIDA
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GRAPHIC SCALE
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ACCORDING TO H MAP OR Pt.A r n-tEREri AS RECORDED IN PlAT BOOI( 13, P Atl: 4, ri lHE
PU8UC REOOROS \i PINW..AS COONlY, RORIOA (9JBJ::CT TO ANY MAINTAIN RIGiT-(f-WAY
ClAIMED BY lOCAl OR STATE OOY(RNM[NT).
GULF TO SAY BOUlEVARD . r 1/2 SECTION UNE
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MAP (f PiNatAS COONlY, COMMUN/lY PANR NUMBER 12103C-0109-G, MAP REVlro>
SEPTEMBER 3, 2001
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*** om COMMONlY RECOGNIZED mo/OR ACCEP1ED ABBRf'AATIONS ARE AlSO UTIUZED BUT NOT SPECIFIED HEREON.
1. U~SS OlHERWlSE SfA1ED, lHE PROPERTY DESCRIPTION ~'IlN HEREON WAS PRO'v1DED BY THE ClIENT. OR aD.S
DESlGNAlED AGENT.
2. UNDERGROUND I),lf'ROVEMEHTS, lNa..UDING BUT NOT Ul.tllED TO BUIlDING FOUNDA noNS. HAl,{ NOT BEEN LOCA lED
EXCEPT AS SHO\\N HEREON.
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NOT 9E.tN tOCA 1ED EXCfPT AS SHO\\N HEREON.
4. UNLESS OlliERVrlSE STA1ED. lliIS SUR\U WAS PREPARED Vrl1HOOT THE 8ENEfjT a: A TIllE SEARCH AND MAY BE
SUB.{eT TO ADDITIONAl EASEUENTS, RtGHT-4-WAYS. AND om MAnERS a: RECORD,
5. TInE ARE NO 'v1SUU ENCROACHMENTS. EX<.lYr AS SHO'M'4 tlEREON.
6. BECA~ IS '!HE POSSIBUfY t;:J LtO\IlXHf \f THE UONllMENTATION FROM ITS ORIGINAl Pl..ACEMEHT BY PERSONS
om THAN lHE SUR\(YM.lJ lS RECOMMENDED THAT PRIOR TO ANY NEW IYPRO\GOTS ON '!HE PR<KRTY
'!HE POSITION a: lHE MOHUMENtATION BE VERIfIE.D. .
7. UNAUnroRIZED COPIES ANDjOR REPROOI.ICTIONS 'M ANY MEDlUltt IS lHlS OOCUMENT OR ANY PORTIONS TInEa:
ARE EXPRESSlY PROflIBtTED WlHOUT 1HE SIGNING SUR\{YQR1S WRITTEN CONSENT.
8. BASIS a: BEARINGS IS ASSUMED.
9. All BUIlDING TIES, PROPERTY MARKER lOCATIONS AND om Slt lUPROVEMENT LOCATIONS SHO'IlN HEREON ARE
MEASURED PERPENOlCUlAR TO ADJACENT BOUNDARV UNES, UtUSS omu STA1ED.
10. flOOD ZONE OC$IGNATION ANDjfJl flOOD ZONE UNES (If ANY) SHO\\N HEREON HAl,{ BEEN scm FROM THE
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11. 'DiIS SURVEY ~s NOT OC1ER).{lNE OR fldP\.V O\HRSHIP.
12. THERE YAV BE ADOIlIONAl RESJRlCTIONS, EASEMENTS OR om YAnERS a: RECORD TI1AT ARE NOT ~'IlN
HEREON TI1AT MAY BE FOUND IN '!HE PUBlIC RECORDS a: lliIS COUNTY.
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LEGEND
. - PO'M:R POLE
I) - UGHT POLE
c:;':::::I - SIGN
rJ - U.S. MAIL BOX
"'(f - FIRE HYDRANT
------------- - OVERHEAD ~RES
REV I S
REVISION MADE
REVISED \\f:ST BOONOARY UN(
REVISED PARKING AAEA
o N S
X)B NUMBER
030435
030895
JAN - 2 2004
BOUNDARY SURVEY
X)8 ,NUMBER; 980325
ORAMNG fILE: 980325.DWG
ORA WING FR.E
030435.0WG
030895.DWG
CERTIACA nON: I HEREBY CERJJY TO TIiE BEST rs IIY KHO\IAHlGE AND Ba.IEF
THAT lHE SUR\O SHOWN HEREON SUBSTANllAllY MEETS 'filE WNlMUlllECHNlCAL
STANDARDS f~ tANl) SUlM11NG DESCRIBED 1M lHE STAI: (f FlORIOA RULE 61G17.
f'.A.c. FURmWQRf. lHIS CER1IlCAllON SHALt NOT OOEND TO ANYOne PERSONs
OR PARllS one TI1AN ~ NA\lEJ) ON 1HIS SUR\t:Y AND SHALt NOT BE
VAUD AND BINDING AGAINST nit UNDERSIGNED SUR\(y~ WllHOOT It( ORIGIHAI.
RAISED SEAt. A lURE (K tHE FlORIDA UCENSED SUR\tYOR ANI) MAPPER.
DATE
9-18-2003
12-24-2OOJ
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LEGEND
. - POWER POLE
x:x - UGHT POlE
c:::> - SIGN
r:I - U.S. MAIL BOX
tr - fiRE HYDRANT
------------ - OVERHEAD ~RES
REV I S
REVISION MADE
REVISED YlST SOONOARY UN(
REVISED PARKING AREA
o
N S
XIS NUMBER
030435
030895
DATE
9-18-2003
12-24-2003
DRAWING fIlE
030435.0WG
030895.0WG
15 E., PINELLAS COUNTY, FLORIDA
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SCALE
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lOTS 1 TIiROOGi 12, MIDWAY SU8OlVlSlON, AlSO TIiE STRIP \i LAND lYlNG YlST ri
AfOROOTlONED lOTS 1 AND 12 AND EAST ~ TI-IE RIGHT-Cf-WAY ~ HEROJLES AY{NIJE BEING
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BOONDED ON lHE SOOlH BY A YlSTERLY PRO.lCnON ri lHE $()lJ1H UNE ri SAID lOT 12.
ACCORDING TO lHE MAP OR PlAT lHEREri AS RECORDED IN PlAT BOOK 13, PA<l 4, ri lHE
PUIlIC RECORDS \i PINBUS COJNlY, RORIOA (9JBl:CT TO N4Y MAINTAIN RIGHT-ri-WAY
ClAIMED BY lOCAl OR STATE OOYmMNT).
FIRM ZONE
TI-IE ABOVE DESCRIBED PROPE:RlY APPEARS TO BE IN ZONE X. IN ACCORDANCE WlH lHE FIRM
MAP ex PINEl.UtS OOJNlY, COMMUNllY PANEl NUMBER 12103C-0109-G, MAP REVISED
SEPTEMBER 3, 2003.
PREPARED FOR
ROMA SQUARE, INC.
ROMAN AND ROMAN, P A
SURVEY ABBREVIA llONS
A a ARC lENGlH
Ale - AIR CCtiOln~
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IlES . YtTERED 00 SECi1lJl
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PRII " PER!.lANOlT RfFEREHCE WOOIlENT
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PT - POINT fE TANGENCY
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s/L · ~ EHilOSURE
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SIR .. :D 1/t IRlJl ROO F{Sf 2512
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.... ABBRflMTIONS MAY AlSO BE CONCATENAlED AS REQUIRED.
.... OTHER COMlIONlY RECOGNlZED AND/OR ACCEPlED ABBRfv1ATIONS ARE ALSO UTIUZEO BUT NOT SPECIFIED HEREON.
GENERAL NOTES
1. UNlESS OlHER~ STAlED. THE PROPERTY DESCRIPTION SHO'ftN HEREON WAS PRO'v1DED BY 1HE ClIENT, OR CUENT'S
DEStGNA'TED AGENT.
2. UNDERGROUND IMPRO~TS. INClUDING BUT NOT UUHED TO BUIlDING FOUNDATIONS, HA\t: NOT BEEN LOCAlED
EXCEPT AS SHO'ftN HEREON.
3. INACCESSIBlE ABa\{ GROUND IMPROVEMENTS {E.G. BUILDING OVERHANGS, THOSE WlTIiIN SECURED AREAS, ETC,}. HAl,{
NOT BEEN LOCA'TED EX<:f.PT AS SHO'ftN HEREON.
4. UNlESS 01HER~ STATED, lHlS SUR\t:Y' WAS PREPARED WlntouT THE BENEFIT <:f A 11M SEARCH AND MAY BE
SUB.ECT TO ADDJTlONAl EASDAENTS, RlGHT-(f-WAYS, AND OTHER MAllERS tF RECORD.
s. lHERE ARE NO VISIBlE ENCROACHUEHTS, 'EXCEPT AS SHOWN IOEON.
6. BECAU~ \k THE f>OSSIBUTY i,): MOYEMENT <:f THE UOHUMENTATION FROM ITS 0RlG/t{Al PLACEMENT BY PERSONS
om THAN THE SUR\{YOR, IT IS RECOMMENDED TIiAT PRIOR TO ANY NEW IMPROVEMENTS ON THE PR<HRTY
THE POSITION \k H MONUMENfATION BE \ffifID.
7. UNAU1HORIZEO COPIES AND/QIf REPROOUClIONS ~A ANY MEOIUW \k lHlS DOCUMENT OR ANY PORTIONS TIiEREtF
ARE [XPRESSlY PR<lHIBl'TED Vt1TIiOUT THE SIGNING SUR\{YOR'S imlTlEN CONSENT.
8. BASIS \k BEARlIfGS IS ASSUMED.
9. All BUIlDING TIES, PROPERTY MARI<ER LOCATIONS AND om SllE It4PROVEMENT LOCATIONS WWN HEREON ARE
MEASURED PERPENDlCllAR TO AOJAr04T BOUNDARY UNES, uruss OTI-lERWSE STAlED.
10. flOOD ZONE DESIGNATION AND/OR flOOD ZONE UNES (If ANY) SHOWN HEREON HA\t: BEEN SCAlED FROM THE
REfERENCEI) MAP AND ARE N>PROXlMA'It 1HE lRUE flOOD ZONE UNES MUST BE DElERMlNEl) BY AN ENGINEIR.
11. TIiIS SUR\{\' DOCS NOT DElERMlNE OR It.IPlY O\'KRSHlP.
12. lHERE MAY BE ADDlllONAl RESTRICTIONS, EASEl.f(NTS OR OTHER MAllERS \k RECORD TIiAT ARE NOT SHOWN
HEREON TIiAT MAY BE fOUND IN TIiE PUBUC RECORDS \k lHIS COUNTY.
BOUNDARY SURVEY
CERTIfICATION: I HEREBY CERlfY TO M BEST tF !tY KNOWlEDGE AND BEUEF
'!HAT lHE SUR\{)' SHOWN HEREON SUBSTANnAQY MEETS lHE M1NfMl1lt lECliNIC~
STANDARDS fOR UND SURI,{Y1NG IISCRIBED IN lHE STAlE tF flOOlDA RlA! 61Gt7,
F.A.r:. fl!R1!f:RLtORE. 1HIS CERTlFlCAilON SHAt1 NOT EXTEND TO ANY om PERSOHS
OR PARnES OTHER 1HAN ~ NAMED OM 1HIS SUR\U AND Sl:lAtl NOT BE
, VAllO AND BINDING AGAINST THE UNInSlGNED $UR\('(OR IWlHOUT lHEORIaNAl
~~~OO_
f(. SilMP II, A. ~ REGlSJERED lAND SUR\{YQR N.o. 2512
DWAYNE A. RuU1.fAAS$tQNAI. SUR\COlt t MAPPER No. 5635;
JAN - G LUU~
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JOB NUMBER: 980325
DRAWING fill: 980325.0v,c
SECTION 13, TWP. 29 S., RNG.
15 E., PINELLAS COUNTY, FLORIDA
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GRAPHIC SCALE
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ROMAN AND ROMAN, P A
LEGAL DESCRfl10N
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lOTS 1 lHROUGH 12. MIDWAY SUBDIVISION, AlSO 11iE STRIP ri lAND lYING V(ST (f
AFOREMENTIONED LOTS 1 AND 12 AND EAST (:k 1HE RlGiT-(f-WAY \i HERCUlES AVENUE BEING
BOONOED ON TIiE NORlH BY A V(STERlY PRO..ECOON \i TIiE NORlH UNE \i SAID LOT 1 AND
BOUNDED ON 1HE SOODi BY A Y(STERlY PRO..ECTION (:k H SOOlH UNE (:k SAID lOT 12.
ACCORDING TO 'tHE MAP OR PlAT 1HEREri AS RECORDED IN PlAT BOOK 13, PAtl: 4, ri 11iE
PUBUC RECORDS (:k PINEUAS OOJNlY, flORIDA (9JBJ::CT TO ANY MAINTAIN RIGiT-(f-WAY
ClAIMED BY lOCAl OR STATE OOVERNM€NT).
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MAP \i PINaLAS COONlY, COMMUNITY PANEL NUMBER 12103C-0109-G, MAP REVISED
SEPTEMBER 3, 2001
SURVEY ABBAEVIA 110NS
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u. ABBREVlAllONS YAY ALSO BE CONCA lENA TED AS REQUIRED.
u. om COMYONlY RECOGHlZED AND/OR ACCEPTED ABBRE\1ATIONS ARE AlSO unuZED BUT NOT SPECIFlED HEREON.
1. UtUSS omu STATED. lHE PROPERTY DESCRIPTION SHO~ HEREON WAS PROVIDfD BY lHE Q1ENT. OR CUENfs
DESlGNA TEDAGEHT. .
2. UNDERGROUND IMPROVEMENl'S, IN<l.UDING BUT NOT Ul.tl1ED TO BUIlDING FOUNDATIONS. HA\{ NOT BEEN LOCATED
EXCEPT AS SHO'bN HEREON.
3. INACCESSIBLE ABO\{ GROUND lMPROVEMENl'S (E.G. BUIlDING O\ffiHANGS, lHOSE VAn-UN SECURED AREAS. ETC.), HA\{
NOT BEEN LOCA 1El) EXCEPT AS SHO'bN HEREON.
4. UNLESS OlHER'MSE STA1ED. \HIS SUR\O' WAS PREPARfD VAlHOUT TIiE BENEFIT fS A ll11.E SEARCH AND !.tAY BE
SUB.fCT TO ADDITIONAl EASEMENl$, RIGliT-tf-WAYS, AND OTHER MATltRS fS RECORD.
5. lHERE ARE NO Y1SlBLE ENCROACHM€Nrs. EX(UlT AS SHOWN HEREON.
6. BECAUSE rF mE POSSlBIUTY fS MOVOOT If lHE MONUMENTATION FROM 1l'S ORIGINAl PLACEMENT BY PERSONS
ona THAN lHE SUR\OOR. IT IS RE{)()1.IIdENDEI) THAT PRIOR TO ANY NEW IIdPRO\O.fENTS ONrHE PROPERTY
mE POSlllON {F M: MONlIMENTAllON BE ~.
7. UNAUlHORIZED COPlES AND/OR REPRODOCllONS VIA ANY MEDIUY fS THIS DOCUMENT OR ANY PORTIONS lHEREfS
ARE (XPRE~Y f'ROHIBllED VAntOUT THE SIGNING SUR\{YOR'S WRITTEN CONSENT.
8. BASIS fS BEARINGS IS ASSUUED.
9. All BUIlDING TIES. PROPERTY MARKER LOCATIONS AND om sm: lMPRO\04ENT LOCATIONS SHOWN HEREON ARE
MEASURED PERPENDICUlAR TO ADJA<l:NT BOONDARY UNES. utlESS OlHERti STAlED.
10. R.OOO 20NE DESlGlAllON AND/OR R.OOO ZONE UNES (f ANY) SHO'bN HEREON HA\{ BEEN SCAlED FRO" lHE
Rf:fERENCEI) WAP AND ARE APPROXlMA'It lHE TRUE R.OOO ZONE UNES t.tUST BE DElERMINED BY AN ENGINEER.
11. THIS SUR\{Y DOCS NOT 0ElERt.llNE OR IMPLY Ol\t4ERSHlP.
12. THERE MAY BE ADDITIONAL RESTRICTIONS. EASEMENl'S OR OTHER MATTERS fS RECORD THAT ARE NOT SHOWN
HEREON THABIAY BE fOUND Iff lHE PUBUC RECORDS fS THIS COUNTY.
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GENERAL NOTES
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LEG END
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x:x - UGHT POLE
~ - SIGN
~ - U.S. MAIL BOX
tr - fiRE HYDRANT
------------ - OVERHEAD ~RES
REV I S
REVISION MADE
REVISED YlST OOJNOARY UNE
REVISED P ARKJNG AREA
DRAWING FIlE
030435.DWG
030895.DWG
CERTflCATIOH: ,HEREBY CER1fY TO tHE BEST rs IIY KNO\'A..EO{l AND BEIJEf
mAT mE SURI,fl SHOWN HEREON SUBSTAMllAt1Y I.IEITS lHE },IlNliMI ltCHNlCAL
STANDARDS fOR LAND SlJRI,{)1NG OEScR1BED IN mE STAlE rF FlORlM RUt! 61G17.
f.A.C. FURlHERYORE. THIS CER1JlCATION SHAli NOT OOEND TO ANY otHER PERSONS
OR PARTIES OlHER 1liAN n-t~ HAMEl) ON THIS SURI,fl AND SHAll NOTSE
VAUD AND BINDING ACAlNST mE UNDERSIGNED SlJR1(YOR WItHOUT mE ORIGINAl
R/t.E) VL TURE rs THE flORIDA UCENSEO SlJRI,flQR AND YAPPER.
o N S
.00 NUMBER
030435
030895
DATE
9-18- 2003
12-24-2003
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'IN . WAlER VN..1t:
JAN - 2 2UU4
LB .1834
DAlE SURVEl'EO: 6-4-1998
OAlt DRAWH: 6-5-1998
ROMA S DARE SHOPPING CENTER
CLEARWATER, FLORIDA
PRELIMINARY SITE PLAN
SECTION 13, TOWNSHIP 29 S, RANGE 15 E
PINELLAS COUNTY, FLORIDA
TABLE
IMPERVIOUS SURFACE TOTAL (SF):
BUILDING (SF):
VEHICUlAR USE AREA (SF):
SIDEWALK (SF):
INTERIOR LANDSCAPE AREA
OPEN SPACE (SF):
TOTAL =
77.723 SF'
19,555 SF
51.231 SF
6,937 SF
66.129 SF
19.555 SF
39.354 SF
*7.220 SF
7.827 SF (20%)
19.931 SF
86.060 SF
10%
PROJECT
LOCA TION
,~"J&"S':~.L
-
('/,~'C;:~:l;'(_
SITE DATA
EXISTING
PROPOSED
REOUIRED
TOTAL LOT AREA:
COMMERCIAL GENERAL COMMERCIAL GENERAL COMMERCIAL GENERAL
C C C
13/29/15/57690/000/0010. 13/29/15/57690/000/0030.
13/29/15/57690/000/0060, 13/29/15/57690/000/0080.
13/29/15/57690/000/0090. 13/29/15/57690/000/0110
1.98 AC (86.060 SF') 1.98 AC (86.060 SF) 10.000 SF (MIN)
LAND USE DESIGN A T10N:
ZONING:
PARCEL 10:
R..OOR AREA RA T10
PRESENT USE
IMPERVIOUS SURFACE RA T10
BUILDING HEIGHT:
22,692 SF (.26 FAR)
COMMERCIAL & DAY CARE
.903
1 STORY RETAil
& 2 STORY DAY CARE
(25 F1)
22.692 SF (.26 FAR)
COMMERCIAL & DAY CARE
0.768
1 STORY RETAil
& 2 STORY DAY CARE
(25 FT)
0.55 FAR (MAX)
0.95 (MAX)
25 FT (MAX)
DLE..'
TL:.\;*..fPA
Bl,;:
8.337 SF
86,060 SF
VICINITY
SETBACKS:
FRONT (N):
FRONT (W):
FRONT (S):
SIDE (E):
BLDG.
80 FT
30 FT
1FT
1FT
PARKING
OFT
OFT
OFT
OFT
BLDG.
SOFT
30 FT
1FT
1FT
PARKING
7.8 - 10.6 FT
OFT
5FT
5FT
25 FT (MIN)
25 FT (MIN)
25 FT (MIN)
10 FT (MIN)
22.692 SF GF A
5 PER 1.000 SF' GFA (114 SPACES)
l
,,_...J
i
~_1
( m~
, '~,',>:I-
_.~1J;/'/ .
N
PARKING:
90
100
R..OOD ZONE
PROJECT UES W1lHIN R..OOO ZONE X AS DEUNEATED IN FEMA R..OOO INSURANCE RATE MAP,
COMMUNITY PANEL NUMBER 12103C-Ol09-G REVISED SEPTEMBER 3. 2003.
COMPREHENSIVE INFlLL REDEVELOPMENT PROJECT DETERMINED BY lHE COMMUNITY DEVELOPMENT COORDINATOR BASED
ON lHE SPEctRC USE AND/OR ITE MANUAL STANDARDS.
* = ON-SrrE ONLY, 808 SF OFF-SITE
Q~,('
0-",
~~--I7C'O
WARNING
CONTRACTOR TO CALL "SUNSHINE STATE ONE CALL"
1-800-432-4770 48 HOURS PRIOR TO ANY CLEARING
OR CONSTRUCTION FOR EXISTING UTILITY LOCATIONS
PROJECT LOCATION
LEGAL DESCRIPTION
ACE CASH EXPRESS, INC.
1231 GREENW A Y DRIVE
SUITE 600
IRVING, TEXAS 75038
PHONE: (972) 550-5032 FAX: (972) 582-1432
I~'m"""'&"""""'(~, ,(-"~'~~"i'-,-~'-~~~i
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LEGAL DESCRIPllON
LOlS 1 lHROUGH 12. MIDWAY SUBDIVISION, ALSO lHE STRIP OF LAND LYING Yt6T OF AFOREMENillONED LOlS 1 AND 12 AND
EAST OF lHE RIGHT-OF-WAY OF HERCULES AVENUE BEING BOUNDED ON lHE NORlH BY A WESTERLY PROJECllON OF lHE
NORlH UNE OF SAID LOT 1 AND BOUNDED ON lHE SOUlH BY A 'ft6TERLY PROJECT1ON OF lHE SOUlH UNE OF SAID LOT 12.
ACCORDING TO lHE MAP OR PLAT lHEREOF AS RECORDED IN PLAT BOOK 13, PAGE 4, OF lHE PUBUC RECORDS OF PINElLAS
COUNTY, R.ORIDA (SUB.ECT TO ANY MAINTAIN RIGHT-OF-WAYa.AlMED BY LOCAL OR STAlE GOVERNMENl).
CERllRED TO: ROMA SQUARE. INC. SOUlHERN EXCHANGE BANK KIMPTON, BURKE. 'MillE & HEIDEN, P.A. ATroRNEYS' llllE
INSURANCE FUND, tNe.
DRAWING INDEX
Gulf Coast Consulting, Inc.
Land Development Consulting
SHEET
1
2
3
TITLE
COVER SHEET
PRELIMINARY SITE PLAN
NOTES AND DETAILS SHEET
13630 58th Street N., Suite 110
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
.;:.';"
,-~-:'\
,~.\.~<~-'.~- \j .' /'.;' '):'-~L~_._,
"-::'1J"':('>'\~'" "';.:,"'REV: 01-21-04
Richard 0, Harris ~"':' ",;", ,::. ,,' ,~::' RE;V: 01-01-04
,::: ."'; , 'r,':'-' '. "REV. 12-12-03
JAN 2 2 2004 ~~!r!~1,,;L~~2iO-15-03
_._~ _."..,:;''j ....' -Ci~JIt.iil;;,-..'_"-....n~-':1!:. _. J'
DES1GNED
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VT
CHI'CKTI>
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GULF TO BAY BOULEVARD
,-------- - -------l'-- -----..-- -' ---..-..-- - ~-,------ -- -....----......----- ---..-,---,..--......--
C:::-,-.--'--'----:---:-~--------l, ,--------:--:---~-- --~~-.._-- ----'--'--....~---....--:--..:-- 100' R /W ' (f,SPHAL T)
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j
,
I
/- 1/2 SECnOr~ LINE
~.1..#t _~__'"_.____,.____..,'___
\
REMOVE EXISTING
CURB CUTS AND
CONSTRUCT TYPE
>IF" CURB 80 LF
\
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CONSTRUCT 9 LF
013:
:'~;l~~
~ i
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,
i r REMOVE
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\ I PLANTER
\ ", _./~~~:-=~~-~ill~~:~~~~~~~=~=~~~~-==r~;. '~~=~~~~. =~_~=~~c-,~~:_=-~~~~;:~,'._~~~~=::~=:~;;-\ " .' ','-- ,""
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-- - /11 ,~, !:tt.fr'~"i:>q. LJJ \ .. ~ = = = elf! i= = == = = :: IL'... : " : ... : ~'!_,,~
/l~" :;~~'l ---- \... ... .. ~ '" 1L=t1 ~ .. \ "15'.. .., f7\
! {i ,"EXISTING SIGN · .. ... 0 '" .....- , V
'11 n/ , \ . '.... .' .. .... .. 2t6 SF "
111 'f TO REMAIN ." .,,'... ... .. .. ".
/"..,1 I,ll i ADDRESS TO BE ~"'-.. (548 SF.. ~ _ ~ .. -y
/ \ <":11 I HORIZONTALLY ~ ,..,.,:.. ... ... w I ~
{' 1\ '\.1 I 10RIENTED,..... LANDsd'Al?E .. ~ (ASPHALT} 9' ~ \A~HIA1.T}
~ ' jl q <, ... .. . · r" 1>7.6'> "" ~ 6" CURB
, +------liil \ "......'.. '" i "'" "" \ N (51 LF)
EXISTING ASPH8- T \1 I ~ "I ~3 ~
SIDEWALK - E" I 1: ; ~~" CURB ~X'> ~
REPLACE WITH; I II ' (65 LF) ~6" CURB
CONCRETE -_ '{ 1> (67 LF)
(3,000 PSI) I II ~" "'- ,,70'>
1 ,1\ /' . \ ""'
l---,~ 39..:90' ..l~- ~ n '1 jX I
\ R!W; 1 U ' g \ ~
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ci II ' '" -JI . .. r: If' ','~,wA' T' \:::.I
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!e] ~ ~-<!l I 0 ~/ ~\ ~ ..-----~ONSTRUCT RAMP , RESTRIPE SPACE ~ .....,.L,
I ~ lJ::: ,I: <<- / it '" "" "" "" '\.." l/' _ (PER CITY - SEE I '\ ..~.- '.CJ n',
-...-- :~ ~-..;-\ 'i~~r :r:-& '\.. " '\.. "^ '\.. '\l. '\.. '\.. '\.. '\.. "" "" "" " '\.. I S DETAIL) \ ~{, '\.. '\.. 'C>~'VoJ I: LJ ' ,. '8 6753'
I...L..I ::s 0> 1\, 'lln~<~~'" ~ " ... It n 7 ~, \ \ ~ ,J1' _ ,L\i--..,- __..~,.:_~"i' \ 5J45'R ,,.,
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SIGHT TRIANGLE --+ IX ~-,.. 11 ,! I (ASPHALT) II \ \}6.3! \ \ \ 0 I ..,',~'.....'... i," ' 5,34'
20'x20' I, ' ,... ;;:; . _, II'!' ' ,II 1. ~ II 35"i 'I, II:' "L i
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II...L..l ..r '\! ! 4 ii, \ I '\ I ,"..."~ v,' .....,; i
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I ~ rt~ 7rTI::;n:-," ONE WAb i ~.- _ CONSTR~CT 24LF i I i - --l- - )1'i7~ ,LAN6$CAeC (106 LF) I.V . . . . . . , I SID~W~~~CRETE
I ~ I, ::::::!~,<"')-" ~+---- -- \:--SlDfw~CITIE - - -- !-r- T-coc-~:,J:-- _n -._-t>/{l~--~i tIll \,~,'~" .... " .' n : . :.< .. :\ I (3,000 PSI)
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1 'g r '" D,~YCARE:.:, I i \ t" \. " '.' _, '.. " {1 ". I DOUBLE \ .
<::_~ l! I i I" ... .' cr8& ~F" ->: .. L cnv, 1 \ ' 'j \ ! i I \ I ~ '- PPfr:D \ .. ~ I... ..
\ ' "I l"..... ... ~ j.. "ll !, CP"il,"t-_,r,', \ 1" i 1, I'" "I:J,',E,t" '-""1'\ .," _, ~ _",..." __.'. 17~.'SJ; "':1 EDNUCMLPOSSTEURRE " \\
\ 11 . l, k.. .... -.\.> "~ ~. "+" ,J ~. ht ~-,. ~ - , ~ .l i lit . j\" '- ... ~ ~~.
,^>,' \ \ \ ~ ~ LANDSCAPE... \.., ..U ----.-.-J---: No, 5j'j i \\ ~," / \ \ \ \... u ,~ . j .. ,. ..L~-:;_ --'--AS1EE nDET-A'IAL .. ~' ~ ... I,
;! li"....... "''''1::r.". l - I \. I ; i i \, I i", ~ r ,I, .'... 'HSSF ~ !
I fin 10)>. Ii \ I 1... "'/' 'h < ... .. if"} .. / ""11 ,~ ! I 1':"1 "\ 'r I, 6" CURB I' ., '.' ..15o..sr~ '" ~ ....... ~ :.~:. .,'4;: .j' ... ..... /
\ N ill 1 ~l' .... r l ' ., ,.1\, ~-", !... . ,H I I : \! l ( \ ,_~_,.~---.f-7'-....i..--\,..l-~-'t i....A.; (44 LF)~ .. >' . >, .. " ,~~ I. "..., '--JL/ ......... .,. '. .,. .. / !
, \: , ~ ~ j .~.. ~ -} "\1-' ,tJ 'ii' en,' 'Ii i j i ,J......J.. } t '1 "" \' I ' R I ~~.
II N1E~ iiL."L ... ~,~ :,.. :~~ ... ... .. ~ ...", 6(9"2CLUFR)B.J,{,~", ~Li~ 1 ?2, ~=T"~,,~:l::-_~,L-,, ,...==~i~j-----:--t~,-_ -- - ,ur "("ivd OAl i Ii',' :~. 19' -I 24' 19' t : : : :: ~ ~ \ ~;3C~:~./ /p,
11 ~ ~lflh WAY, - ........ - ..- ~ . rc:'~~ FV,YGROUND AREA n~' .' . n" I / n .
I Ii i ~' 76' CURB I 6' CURB ',- !,~- ;g i7i " ~4 i I i[[IJIPMWT NOTSHO\\lj) .", , I \ \ ff' 0;:T i U . . . - _ 'D 19' 2 4' ?~' u ~
I l~-ti ' ~ (52 LF) 1 (37 LF) '\ ' .., ~ ~.j ... ~ ~~ \ \ \ . ,\ :L I ~ <~>' ~ ~ ~, ~ ~ ~
I l\ \ I .' '>~l'~~ - \ ..384., SV ~ f:-' I I ;' \, \ \, ~ / REMOVE GOLDEN \, f5\ ...... g! '15' ~
! EXISTING SIGN !I I I I ';g sF' \ ,/ ---r ~~~CARE · i ..~_ ~ I' r--l J \ {t~:HO~,~ I . \ U / RAIN TREE i \::./ : - z : · W 'P'\";i (A;,m~h :5
I TO REMAIN--vit\; :; , .:.: t} ~ I (~!~!~G20') \'8 ~ \ \ LJ '-:-"-"-~--~'-----'1 1'1 : : \ ~ ,6- CURB i ~ .: 3: .: ~ 0 j 6' CURB , ~
\ ,I 'i 1 C'~.. \j) 6" r:"LIRR i tt: l ! i ,\ \ ,~ (32 LF) ..1,2Q5 SF ! ()
\1 \ I:J ~.: _.~ \ (24~~r~ ~I:::~ It/\'~ \ ::' Lj \ -I \ : : \ ; \ n ! (~4 C~~B11!, 1 f\.:,'~,:"::'::':,::,::::-. _ ~.< ....::: ~ (;4 ~;)7,B.;,:,::,'!'::'::"'::::,~:: 24,34 LFI~ \1'
!j \ I ::I:::, (/) " ~~: I 2.ct: :~~, 4~1 SF I ! I I 1 'ii i I ., U /< " .' y y .' _ y y '. . . .. r'
ii '\ II~' .]1 [' ~ \1 II[ t l~j~OO~'h 32 sa' \ I J;~ l~-t-~J , (~~~J ! I \ 1__,~k:~I,\~~i~ . 24' \1 i-.f:I..~:~.~~i:';:~,j.::::i;,:.ili::\::~::-;,~.',;,:..:~:\;.::,,::::; ~D:S- :P~E :B"U'F~ L:,',:,:;:.~:;:j:~;r:.:1,:l;;.:,::[,;>,;:I:j:~,.:i,.,t:I:: It", ^, '~..~,:iij,i..',~~,::,..:,',:I,~;,r:,..'.,),:,~.~:,:,'o,~:.I,:2,f,ft~~\ ::
II I,', :;1;:- ,,::':,~~-':,,:... , :.~:.::.:':: . 1'59. 40 ~tH:';~!.l:l\::::' ~ -~.-~ <,;:;'i:)1 , "fl'r; - ...-~.J..:.......l-' --J--T.y-' 1... '::;:::::::';:::::;.:'S!' ~- ~.I~ ~ o. "" fJt!R Y. \::" . ) " Ji 1834-
f 1 :..,;,J. ~~~..::.. s:M ':~~---A~'::"-~~- ....:..:. :~. 1 . vvnt j I " ______..f~~'_"1~... <, --- I l .', .1 ,,::::::::::::::::::::~::; / \ ~',',','.:J'"""""", 1,\ f, .............~\~....:l-::.. "'l..;....~' ~~: ::::::::::-,':..,':::::::=:=:- Q 11
j! I ~')~ ,"" ~l ..." . . I . . .J ',' .....-~- ,~,~- ' ; ';.. . ,,;.'.:".. ',' , , , . ..',' . · ,.," ,,',',' ',','. ,',. .. ...-----....-~-_..
!I j I" ii' ;, I3S2~" ~f t Ft#~D)~&~D.......... -,-~ I: ~ __,----^'.~ ,_,J , L~--~--,~, N89.~1';;d..' '1(1. ~ ':1 ~... t.~: a ..... ~ .. ' ~:~. .) : ! ~OJcr1 M';., ,:g)2,MB'R ":... . .... ".. ..1.1.., 4..., . \:' .~. <t. "~' .' . .. : ". cr;'~G;' >..
I l,,':::::=-::==:l.:,J!'-""-<OID'L -.:.\.---::====--====.::--=~.:.-=.~=--==:==:.::=:==.:=.=.-====::=., =::.:l=-~li~ :IT~~:=::: ::::,:.-:~ - -::':::_:=:==.::}::~~:"- FENC.~.: ~ t=.:= ::=--\c=~~'r:cf~SA INE, \_________
I ; SIGHT TRIANGLE \".. 2' VALLi:Y ~liRB ~~~~~~ ::~I~~N CITY) SIGHT TRIANGLE ! SIGHT TRIANGLE....J ~?~~~R~~E2~fD~~A~K
_:'O':D' _ ______ __ _____ __ ___.____ ~-~-- R~~~S 2~~E~ .. !________ _____20"~'__________ ____j___.__::O~ _ __________ ____~OOO_"S~
,
i
\
\
\
\
'\
\
TOTAL TO MATCH
EXISTING CURB
TYPE
- 3' CONCRETE
SIDEWALK (3,000
PSI) TO CONNECT
TO EXISTING C_SIGHT TRIANGLE
SIDEWALK 20'x20' (TYP,)---,
._-~""-- ~ ~~---~ - ~- ~-~~~~ ' ~"~: -..,.... - ~ - ~~-"" .-~ ~ ~ --. -~ ---.
VI') 04'hl'ft.,,~!)' {~'~~~R :
J\,}...,~.\J lilt -,__L 3,9p-'R
50 R ~ REMOVE ~"~:::::::::::::::::}::::::::::C::::::::::::
41, EXISTING CURB' --' ':::,::.,1':':':':':':':-:':':-:':':',
,--, '....>>............'
/I ',:,:,::.;~;:):::~::::::::#
=:::3 = = / = = == lI":'''~':';:Y.i.'::
/ ~"'~~~1W~}
~ / 0 '~ ~10":\': 27'
// I "t.8~ ,SF ~ 6>1 CURB
~ .,...J
/ " ~ -1>. (54 LF) ,
~ ~> ~
3'; \ ! EXISTING \~tfr4'L lfo \
- / I- \ REMAIN ADDRESS TO
! BE HORIZONTALLY
/ 1 ORIENTED
/ . I ' /6" CURB
/ :-J 5 I' 1.2 ~ 1.-=1 (44 LF)
o V': 070........
~ ~/ /1~ ~ ~ 1~~,~F
~ 1:/:1'" 1 t% lJ ~'}.
t== c-~. 7: ,==;: V =6__ "',' ~_ _==
i'nVc~,t.T bPCi, \ :I , \ / \
,,_ ,L" ., "loLl" -:..... ~
. "-- \
~CdNSTRUCT RAMP
(PtR CITY - SEE
DE\T AIL)
I
I
j
\
\
j\j -90~OO; ~)cr~~ E
,~,~'~r\".. ,,~~,:,' Li j (' t. .4 t. f C l"'\\ /r r") I\. f I
'-~'_"_ _ / \;VILJ~~~~. l\....! lL_f\,r"'l_l )
//-~....2~_'~=~f~,:,_~~~R ...____
SIGHT TRIANGLE
20'x20'
I
\
I
!
i--------
1
I
" . . .
. L~ti..~~'~~::=..-,=::c:'~~:~_c~::~:..~,.~,~ '!
ocr- ~;r
,,,
Ol -
r t
:::::::f:::j:: '~~~#7-,,=-- ~'3.92'R ...~--- -\:J'
......''l''':<>l':'7 91315" ,~
..:::::,w.., .. = = =>== I =::J * I
If 0 (;2C~;)BI\ ~~,
~5;0: I 9' 1- ~ I~::: ~f
1l6" CURB I----=--l "
! (53 LF) 'r--l.
, \ i'J ~,,,1
! ~'* 0 ~~;
1 0Cl ;.., !\
i 6" CURB Fl!
; _ (23 LF) 1 i\.
" l!.
~ l\
~\\
..;-.(/) I! /-,
G {j~~1
...~\I\'j
~~H
?'
FCM 4"/4",
i0
oi
=
'-
~
N
~
-
6" CURB
r (44 LF)
~
SHIFT EXISTING
PARKING SPACE
TO ALLOW FOR
DRIVE AISLE.
j
". \Y 0} '" '-1,' " l ,r)
.. .. ;5>1 ..SF ~ ' 1 i_
t ~AN?SSAf'~' I
,,=d=
n ----- -'-i~-'---'-
U I
\ 1W~SF i
I 7.,8' 01 -'
lO. \ L)'" 1
0= -~-=-4 ,~.==' r;~; -~\' ----;~-~~
, 1
,
\L SAWCJT CONCRETE
TO FAtlLlTATE
FLUSH 1: ARKING
SPACEi>
\ ONE
i
1
!
j
r- [
i,,\ I
\..../ I
I
==\=== =::::::J =::>
--,--- ----1---1...---L...--....------' ~,-,--
'1
~.
\
1
I l'
--It--
. TIE 'l.3rf
o
o
~
=
o
44
n
~
~
~
25R 48'
i
\
i
\
I
I
\
I
STORY C.BS
/--....
:>
cr.:
CO~/ifv1ERC1AL. BLDG,_
ALL MECHANICAL EQUIPMENT
IS ON ROOF
No, 2001-2021
'-..-"
~
r~
'-,.....>
~"-'
.~,
o
z.o
N
3:
'"~
t---..
""......
.......
\
"'t:T
L(J
1"-::
"r'"
r...,
'..-
.,....
Q:::
-<
~
g
L_
<t.;
O,~
SIGHT TRIANGLE
20'x20'
(ASPHALT)
rREMOVE CHAIN
LINK FENCE
~
SIGHT TRIANGLE
20'x20'
I
I
,
I
1
I
I
,
\
I
I ,
t...------.-------'1---
\ !
\
60' R /~~i :
(ASPHI\LT)
PR (~: {:J ~\.T<' L:,}) ,Ft: )f\
l"rc.y\,i
lHESE PLANS MAY NOT BE COPIED OR
MODIFIED WllHOUT 'ARITTEN PERMISSION
FROM GULF COAST CONSULTING. INC.
ACE CASH EXPRESS, INC.
1231 GREENWAY DRIVE
SUITE 600
IRVING, TEXAS 75038
PHONE: (972) 550-5032 FAX: (972) 582-1432
Gulf Coast Consulting, Inc.
Land Development Consulting
ROMA SQUARE SHOPPING CENTER
PRELIMINARY SITE PLAN
13630 58th Street N., Suite 110
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
Richard D. Harris 36093
NOT VAUD UNLESS SIGNED & EMBOSSED
BY A REGISlERED ENGINEER
GULF COAST CONSULTING, INC.
CERTIFICATE OF AUTHORIZATION No. 9774
3
2
1
01-21-04
01-01-04
12-12-03
NO,
DATE
o 10
~
EXI STI N G
SIR - SET IRON ROO
AR - FOUND IRON ROD
FIP - FOUND IRON PIPE
FOP - FOUND OPEN PIPE
REF. - REFERENCE
W.F. - WOOD FENCE
RES. - RESIDENCE
BLK. - BLOCK
COR. - CORNER
ESI""T - EASEMENT
N&D - NAIL & DISK
R/W - RIGHT-Of-WAY
POB - POINT OF BEGINNING
PC - POINT OF CURVE
Cl - CENTERUNE
"
Ii;
x:x
$~..'"
~
"Cf
N
~
I
.
-
9
~
LEGEND
REVISIONS
COV. - COVERED AREA
CHD. - CHORD
BRG. - BEARING
S/W - SIDEWALK
FND - FOUND
FCM - FOOND CONCRElE MONUMENT
PRM - PffiMANENT REF. MONUMENT
PCP - PERMANENT CONTROl POINT
eolF, - CHAIN UNK FENCE
C.B.S. - CONCRElE BLK. STRUClURE
P.O.C. - POINT OF COMMENCEMENT
(M) - FIELD MEASUREMENT
(R) - PLAT MEASUREMENT
S/E - SCREENED ENClOSURE
FPP - FOUND PINCHED PIPE
NOTE:
6" CURB SHOWN IS CITY OF CLEARWATER
ItSTRAIGHT CURB" SEE DETAIL SHEET.
20
40
1
REVISED PER ADDIllONAL CITY COMMENTS
REVISED FOR CITY SUBMITTAL
REVISED PER DRC COMMENTS
- TREE
- POM:R POLE
- UGHT POLE
- SIGN
- U.S. MAIL BOX
- RRE HYDRANT
- OVERHEAD 'MRES
SlIT
2
3
1.9'-15- OJ
Of
~
~
tj
$i
~
;::,
~
~
I
~
~
~
%
:?
'jl
l!!
...
W
~
::>
0'
~
:;:
~
~
w
~
;:
DESIGNED
RP/SPC
DRAWN
VT
CHECKED
RDH
Q,C,
NOTES:
1.) WAU..S
a.) New conlrinlctlon: maximum 8'-ft high and conlrinlcted of
concrete block (8"x8"x18"). Material. UlIN ....ould be con~
with theN UlIN In the conlrinlctlon of and architectural Ill)fe of
the principal buDding. (SectIon 3-802 Material.)
b.) ExIatIng: maximum 8'-Cf high raplacement mcrterfal. can be
made of the lIame materfal. ae lang ae they en made of
approY8d opaque materfal.
2.) FOOllNGS
8'"x18- concrete w/2- 15 contlnuou. rebar Imbedded.
3.) <X*CRE1E SLAB
ManollthJc. min. 8- thlcknea w/lmbedded 8-xS- / 10x10 welded
wh fabric (W.W.F.), 3000 P.S.I. with fhr m..... reinforcing.
4.) <X*CRE1E Flu.ED CEllS
WIth 1-15 wrtJcaI rebar tied to tooter eteeI at each comer and
f1WIIf'/ 1/ o.c.
5.) GA'TES
Conlrinlcted of min. 1-1/2" diameter galvanized tubular eteeI
w/prlvacy-t)lpe lIate InMrtad In galvanized eteII m..... fabrfc,
hinge-mounted on min. Y' dtameter galvanized Ill.. polito
(Gala and poet conlrinlcted and Inetalled per applicable buDding
code by IIcenNd fence contractor).
8.) DROP PIN
1/2" dIa. 18" long metal rod gate latch. ProWIe 3/4- dIa. hole
8- Into concrete for rodL In cmphalt pnMde a 3/4- P.V.c.
lleave, 8- long, or equal.
7.) SOIL
Sol becrlng capacity to be at leat 2,500 P.S.F.
-
------r-------::;l
I. t I.' I I. I I . I
cr -0-,
~c! I I I
~I I
ii 1'1
US d I
I I
I . I
I
-I
.:.1
I
I
I
I
I
I I . I
I' I I . I I I.
I r -p-
I I L " cIo.. Steel
I . bl bollcu-ds
cone:. FIlled (typ.)
1ft-8" 1: I
~~I
48" I I
maxl_
u
o
r I
4' I
min. I
l I
_I
d 6' ....... Slob
I'lIn, -II'
00 /
N--L------
I
I
___...J
12'
clnrClnc:e
m
00
Swing go.te
(typO>
o
00
PLAN
til.Sa
Drop pin hole j
(typO>
Tte beam with
2-15 rebar contlnUOUI
12'
c:leo.r'ClrlCe
I'll",
12'
cleArAnc:e
fIlIn.
r I
_II 4
8'
"
"--'-15 at 4' center
drop pin
(typ.)
Gr.ID.
'-- SWIg go.te (typo>
Gr-cua
1~~- l'" J \ · ..
r ] 8- \.....- :Jts.L Conc::Nw slc.b with fiber ",esh retn'orc:1ng -
8" thlc:, "*' " thlc:knHs, "x6'1 10x10 w.W,F.
8'x16' conCl ete ,oottng wI 2- 15 contn.aous
rebo.r (typ.)
CIlY OF CLEARWATER. FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
=
noll" ~'IDI:' IIIlIX ..
DOUBLE 111
ZeI'J
-
,
1 -
ELEVATION
til.Sa
All. Na8
!.A.
IUL 1~1ft'
".. i~ 1ft'
1
III!.V.
4/IIVJ
DAlE
-,...
<,,-9
4'
I'r!it)
S' . ~e~.
I'r!il) Idel)t'
. Atte ~<ll St
t1<l1 .
St
<0>
-\-
RAMP CURB
CONC.
SIDEWALK
Grass Plantina or Other
Non-WOlkln97
8. 8- Verttcal Curb
_ ~ In Transition
<."'- - 1~
~J ,\2'
~ ~ I J I ~ BQ~ M S I~ROW Uno
If Exlating
Match Existing if
Existing Sidewalk
"'"
HANDICAPPED SIGN
--- - SEE INDEX NO. 119
Grass Planting or Other
Non-Walking Surfac~
8-
C'>o~
<::'
.'/5'
CONC. WALK
RAMP DOWN CONC. WALK
SEE INDEXNO 109
~ ~ <O~
lSb ~.
o-? '(sot'" /"-6<:>
<S'6-~ . ~ ';f' ,/
o C'.... C'~. C'>~
<S' ~ q" ""~.; ~<:9
CS>C'cs> "C _ <S' ~
<S'.$l ....,...-<:> cs>~
C>~ C>"'"'~ o"'"'.s:>
~~ <#-
'?....
~
~~
"9'<'+
. ~~" WIDE TRAFAC BLUE
V STRIPE (TYPICAL)
i.TRAFAC WHITE
%~V
--r 5'-0"
. -?
~
If .x- Ie len than 48- then
the elope of the flared aide
shall not exceed 12: 1.
ISOMETRIC VIEW
RETURNED CURB RAMPS
..
o
..
~
CURB
TRANSITION
DROP
CURB
CURB
TRANSITION
VALLEY GUTTER CURB
\
CONC. RAMP
I
J
I
IIlll.
BACK OF SIDEWALK
I~
FLOW LINE
ELEVATION A-A
\
./ Textured Surface
./
......... .
- \
'. . .:.
",,4. '.
.,: II .'
~--I
. '. :. A ~ l'
'4"
--
2" (TYPICAL) ~ I
'2'-0"
17'-0"
'.
. . .
12: 1 MAX.
SECTION 8-8
NOlES:
1. Ramp. are d..l~ed to the
UnifOrm Federal ACC8I8lbnity Stondarde
to comp-!y with the Americans with Dleabntti.. Act.
2. Rampe Shall Have a TactS. Surface. Textured to a
D~th Not ExceedIng 1/8 by use of Tamp or roller
In Conformance wltJi R3Eirementa of FOOT
Roadway and Traffic 0 Standard.. DetaD JCM.
Or Most Recent Modlflcat on..
NOTE:
All pavement markings to be thermoplastic.
1
lEY.
4/14195 ~ vIn recIrcl,,"
SJ95 IedriItd noW
DAlE IlDlIIPIIGII
CIlY OF CLEARWATER. FLORIDA
PUBUC WORKS ADMINISTRATlON
ENGINEERING
~D~ TYPICAL SIDEWALK 1Dfg~
CH!DlI!D 1ft' CURB CUT RAMPS IIlIX NO.
T.C.J, PHYSICALLY HANDICAPPED 109
".. ~H~ 2 OF 3
6" WIDE
TRAFFIC----.,..
?
/
Y
5'-0"
CONCRE1E MASONRY WAU. <X*S1RUC11ON
Material.. conlrinlctlon and quantity control of maeonry ....a11 be In accordanc.
with Uniform BuDding Code (UBe), atapter 24. General condltlonl and
conlrinlctlon requiremente ....a11 be applied GI tpeeIfIed In Use. SectIon 2404 (t),
during grouted masonry work.
1. All reinforcing eteeI lItall be deformed bare conforming to ASlM "-815,
Grade 80. Vertical reinforcement ....all be p10ced In the center of the
masonry cell, and ....a11 be held In poeItIon at the top and bottom.
2. If a 11Gb dowel doN not ttne-up with a wrttcaI core, It ....a11 not be eloped
more than one horizontal In Ifx wrtJcaI. (1:8).
3. Horizontal wall reinforcement ....all be etandard tru.. tp DUR-o-WAU. (or
equhdent) at 18' o.c..
4. Hollow Load-bearfng Concrete Masonry Unlt8 ....a11 be normal weIGht
conforming to AS1M c;..9O, with a minimum compreulve Itrength 011,900
PSI.
5. Mortar ....all be tp M or So In accordance with AS1M C-27o. Place all
masonry In runnln,*~ with 3/8" mortar jDIntL Provfde complete ccnwage
face IItIll mortar g, horizontal and wrttcaI.
8. Cocne grout ....a11 conform to AS1M C-478, with a maximum aggregate lID
of 3/8", It' to 10" lIump, and a minimum compre8llYe Itrength of 2,500 PSI at
28 da)&
7. Minimum Y' X Y' dean-out hol.. (__cut) en required at the bottom COUrM
of all celli to wrffy grout placement aean-outa ....a11 be _eel after
muonry lnepectlon-prcMded In CIClCCMdanc. with Aa 531-4.8. and before
groutk1g.
8. Prior to groutk1g, the grout .pace ....all be clean, with no mortar projltctJon.
greater the "-. mortar dropplngl or othw foreign materfal. All celli ....a11 be In
WrtIcaI alignment. and ....all.loIlely be filed with COCII'1II grout ae epecIfIed.
9. During placing, grout ....a11 be conlolklatecl with f1exlb1e cable *alar. Fht
grout pour lIhall be etopped a minimum of 1 - 1/2" below the top of the
mldcle bond beam m08Ol'lry.
CIlY OF CLEARWATER FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
1 4/1/f11.
lEY. DAlE
!.A.
IUL ae::1ft'
".. i~ 1ft'
I:'''~ neilDI:'
NOTES
_Na8
IlDCIFIIIII
WHITE BORDER
& SYMBOL
BLUE BACKGROUND
"-0"
1 t STANDARD PRE-PAINTED
DISABLED PARKING SIGN
. V- ON 1/8" THICK SHEET
~ / ALUMINUM
CD
.
..
~ OJ
.
PARKING BY
DISABLED
PERMIT
ONLY
BLACK BORDER
& LETTERS
'MiITE BACKGROUND
CD
.
BLACK BORDER
& LETTERS
'M-IITE BACKGROUND
$255 FINE
F.S. 318.14
OJ
.
ALl LETTERS
1" SERIES "0"
z ....
~ ..
lIlq
--
..."...
\A\AI\\, ';V1 n '1.I1l/\II \V\1.A\
,,~. : 'iI ',' ':' ~. I I .;. .',> .':';,'.... ,':~
..~:..:)......:..:: '.,,;' '4 ;,.........:~j,.........:~
..~ ,'. ')'.. ,.,.' I k .....", :,\-;": ~ 8-)(2'-6" CONCRETE MASS.
.....>:~\;-> '; '.1 I '.~: C:,' " . FINISH TOP OF MASS LEVEL
lill-III ~.:..I 1':~':'~11111 ~:'~R~)(J~~[yR:~~DA:~~
== . <I I k <I - LEVEL OF TURF/SOD.
-'11== ,: ,I I,: I 1- ~
-....1 I.,~- .
D"'II~'
..; LJ -.;
'. .f.
. '..
, . '...:1 '.. ' "
~ 8" 1-
r- 2" HOT DIPPED GALVANIZED
STANDARD WEIGHT STEEL PIPE
OJ
,
1
HANDICAPPED STALL DETAIL
INDEX NO.118 - N,T.S,
HANDICAPPED SIGN DETAIL
INDEX NO.119 - N.T,S.
- 4' Drop 0. t All Drives
5' l'
+> ,};::1 ......-- H/2'R r \Veo.rlng Surf'o.ce
~ .3 /... :If.:::~: ~
"":" t "" .r;:";:.- I
cS c>> '> ::~::~~ ---I... x x x x
~ c L< .' .' .'
~ ~ ~ ::i:::f~ oJ
o ~ ~ ::::f::::- ~
~ e; ~~ fiP.:ff~f. -' BOose
~ :'.... ::::::::::
"'" '1'- .... . . . . - . .. .-
-' V //Yn :..::::::.:1. . . COMpo.ct.ed . . .
!!t~'I' ,7~', 1,','~~~~
~ . - . . . . . . ~~~YhY~
. . ~~~Xf~
STRAIGHT CURB
INDEX NO. 101 - N.T,S,
--1
I
I- 2-112' Plln
't
\I ~(\
~
I
..
~ .11
L II ,-1
o
I- 7-3/4. -I
TYPE A
..
(\J
"
-
I
-
, ~o.'
'?JI Di
'\rt.
~(\
#3 BOor
TyplcOol
Concrete to be 3,000 psi, with fIber l'Iesh reinforcing.
WHEEL STOP DETAIL
INDEX NO. 117 - N.T.S.
.1-~ }..; ~::-'j'i .,\J<+'~})
ACE CASH EXPRESS, INC.
1231 GREENWAY DRIVE
SUITE 600
IRVING, TEXAS 75038
PHONE: (972) 550-5032 FAX: (972) 582-1432
"F,r z....../.
Gulf Coast Consulting, Inc.
Land Development Consulting
~r,
,.
'/.,1/:/..1 ,t)
'" .{-", "ax;;
r~:t
,x-;,i
13630 58th Street N" Suite 110
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
62'
~
IIII!X NO.
111
lIe1'J
19' 24' 19' 5' VARIES Cl
z
ASPHALT (1) PLANTER ;!
:::I
n. I VARIES VARIES 1--"\;-
11/ / / / / / / // // / / / /'// // / / / / /l~ \...PROPOSED
I / / \ I SlDEWlALK
STABIUZED SUBBASE (2) BASE COURSE (3)
(1) SURFACE COURSE 1.5" ASPHALllC CONCRETE (S-3) or (S-1)
(2) 6" CRUSHED CONCRETE
(3) 9" COMPACTED SUBGRADE (LBR-40)
PROPOSED PAVING SECTION
N.T.S.
:., {~/".'?; ~)- i '~f~>~'.;,
ROMA SQUARE SHOPPING CENTER
NOTES AND DETAILS SHEET
CONSTRUCTION NOTES
1. ALL MATERIALS AND CONSlRUCl1ON SHALL BE IN ACCORDANCE Yfnt ntE MORE S1'RINGENT lE:aiNICAL SPEClFlCAl10NS AS FOUND
IN lHE STANDARD SPEClFlCAl10NS OF lHE .lJRISDICl1ONAL AGENCY OR lHE CONlRACT DOCUMENTS AS PREPARED BY GUU: COAST
CONSULl1NG, INC. SPEClFlCALL Y FOR lHlS PR~CT.
2. ntE .lJRISDICl1ONAL AGENCY FOR ntlS PROJECT IS CITY OF a.EARWATER, Fl.ORIDA~ GUU: TO BAY BOULEVARD (SR80) IS lHE
.lJRlSDlCl1ON OF FOOT. HERCULES AVENUE IS ntE .lJRISDICl1ON OF CITY Of a.EARWA TER.
3. ALL ELEVAl10NS REFER TO NAl10NAL GEODEnC \lERl1CAL DA1\JM 1929.
4. LOCAl1ONS, ELEVAnONs, AND DIMENSIONS OF EXISl1NG Ul1Ul1ES. STRUCTURES AND OntER FEATURES ARE SHOWN ACCORDING TO
ll-IE BEST INFORMAl1ON AVAILABLE AT 1liE llME OF PREPARAllON OF 1HESE PLANS. 1liE CONlRACTOR SHALL VERIFY 1liE
LOCAllONS, ELEVAllONS AND DIMENSIONS OF ALL EXISl1NG Ul1UllES. STRUCTURES M!D OntER FEATURES AFFECl1NG 1liIS WORK
PRIOR TO CONSTRUCl1ON.
5. PRIOR TO BEGINNING WORK, 1liE CONlRACTOR SHALL VERIFY 1liE LOCAllON AND aEVAllON OF ALL EXISl1NG UllUl1ES TO BE
CROSSED. ANY CONFLICTS SHALL BE BROUGHT TO 1liE ENGINEER'S A T1ENllON FOR I~ESOLUl1ON.
8. CONlRACTOR TO CALL -SUNSHINE STAlE: ONE CALL-. 1-800-432-4770. 48 HOURS PRIOR TO ANY CLEARING OR CONSTRUCllON
FOR EXISllNG UllUTY LOCAllONS. 1liE CONlRACTOR SHALL NOllFY ALL UllUTY COMPANIES 'Mlli FAClUllES IN 1HE AREA OF 1liE
PR~CT PRIOR TO BEGINNING CONSlRUCllON.
7. 1HE CONlRACTOR SHALL NOllFY 1liE APPROPRIAlE PUBUC AGENCY(S) PRIOR TO COMMENCING WORK W11HIN 1HElR
.lJRISDICllON(S).
8. lHE CONlRACTOR SHALL MAINTAIN COPIES OF ALL APPUCABLE PERMITS ON-SllE AND SHALL BE RESPONSIBLE TO ADHERE TO
AU. PERMIT CONDI11ONS DURING CONSlRUCllON.
9. ntE CONlRACTOR SHALL BE RESPONSlBU: FOR PENAL llES/FINES LEVIED DUE TO WORK lHAT IS NOT IN ACCORDANCE WllH
PERMIT CONDI11ONS.
10. AlL CONCRElE UNLESS OlHERWlSE NOlED ON lHE DRAWINGS SHALL BE 3.000 PSI MINIMUM.
11. EXISl1NG OFF-SllE DRAINAGE PATlERNS SHALL BE MAINTAINED DURING CONSTRUCllON.
12. PONDING OF WATER AROUND INLETS OR WllHlN PAVED AREAS IS UNACCEPTABLE.
13. ALL SIGNS SHALL COMPLY WllH CITY Of CLEARWATER STANDARDS.
14. ANY EXISl1NG DAMAGED SIDEWALK AS VtELL. AS SIDEWALK lHA T BECOMES DAMAGlED SHAlL BE REPLACED A4EE11NG ALL ADA
REQUIREMENTS.
15. AlL RIGHT-Of-WAY INSTAU.Al1ONS WILL BE IN ACCORDANCE W1lH PRACl1CES REfERENCED IN lHE STAlE Of FLORIDA Ul1UTY
ACCOMMODA l10NS MANUAL..
18. AlL PROPOSED WORK MUST COMPLY YflH FOOT INDEX No. 700.
17. AlL DESIGN AND CONSlRUCllON MUST CONFORM TO lliE MINIMUM STANDARDS SET FOR11i IN CITY OF CLEARWAlER LAND
DEVELOPMENT. ZONING AND/OR RELAlED ORDINANCES. AND MINIMUM lESllNG FREQUD4CY REQUIREMENTS.
18. SIGNS AND BARRICADES TO BE ACCORDING TO FOOT MANUAL OF SAfE PRACllCElS; REFERENCE FOOT INDEXES 600 lHROUGH
850.
19. SAFE PEDESTRIAN lRAFFIC IS TO BE MAINTAINED AT All. llMES.
20. ANY SIDEWALK \\tIlai BECOMES UNDERMINED MUST BE REMOVED AND REPLACED. SIDEWALKS ARE TO BE RECONSTRUCTED W1l1-11N
11iREE (3) DAYs AFlER REMOVAL.. 'MiEN EXISllNG SIDEWALK IS REMOVED, IT IS TO BE REMOVED TO 1HE NEAREST JOINT.
21. PLACE EXPANSION JOINTS WHERE .- AND 8. CONCRElE ABUT.
22. DIS1\JRBED AREA W1lHIN 11iE RIGHT-Of-WAY WILL BE COMPAClED TO 100x OF MAXIMUM.
23. NO STOCKPIUNG OF MATERIAL IN ROADWAY OR ON SIDEWALK. AlL DIRT AND DEBRIS WILL BE REMOVED FROM JOB SllE DAILY.
ROADS AND SIDEWALK TO BE SWEPT DAILY AS A PART Of DAILY aLAN-UP.
24. CONlRACTOR TO INSTAlL SILT FENCE AROUND PERIMETER Of SllE PRIOR TO CLEARING OR GRADING.
GENERAL NOTES -
1. 1HE .lJRISDICllONAL AGENCY FOR llilS PROJECT IS 1liE CITY OF a.EARWA TER.
2. POTABLE WATER AND SANITARY SE'e IS PROVIDED BY lHE CITY OF CLEARWATER REGULAllON5.
3. SURVEY INFORMA nON PROVIDED BY: GEORGE A. SHIMP II AND ASSOCIA lES, INC..
EXISTING LEGEND
-- -f2f -OHW- - = EXISllNG POWER POLE AND OVERHEAD WIRES
Q: = EXISTING LIGHT POLE
...".. = EXISTING TRAFFIC SIGN
@ = EXISTING PARKING NUMBER
@ = EXISllNG UNDERGROUND STORM LINE WITH MANHOLE
GI
8 = EXISTING UNDERGROUND STORM LINE WITH GRATE INLET
-$---,- ',./-- = U/G WL = EXISTING UNDERGROUND WATER/FIRE LINE
----@--s-- = U/G S = EXISTING UNDERGROUND SEWER LINE AND MANHOLE
p -- = U /G P = EXISTING UNDERGROUND POWER LINE
T = U/G T = EXISTING UNDERGROUND TELEPHONE LINE
-----tv = U/G TV = EXISTING UNDERGROUND TELEVISION LINE
G -- = U /G GL = EXISTING UNDERGROUND GAS LINE
U/G = UNDERGROUND
1,,'7l"
//I~)":y
JAM ,2 2 '200,4 //'/' ... ,
" ;", ':. ' , / ", ---'2Z7l'~1
FLP.E.,~.\j3~~~ / ~ '.~,
Richard D. Harrl~
THESE PLANS MAY NOT BE COPIED OR
MODIFIED WITHOUT WRITTEN PERMISSION
FROM GULF COAST CONSULTING, INC.
, c,
JO~ 7': ?::>::: 0 ~ ,:;' '"
03+027 . . " "
F.B,&PG,"f"j((1,~~ 'Mt""'
RICHARD 0, HARRIS 36093
NOT VAUD UNLESS SIGNED at EMBOSSED
BY A REGISTERED ENGINEER
GULF COAST CONSULTING, INC.
CERTIFICATE OF AUTHORIZATION No. 9774
1 12-12-03 REVISED PER ORC COMMENTS
DATE:
NO, DATE REVISIONS
APPV
BY
10-15-03
OF
,
,
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:>, (roO c ;5-~"
'3 ,.'~
.>'" .;,\,,"'-
3
"
(
c
2'OC
335
TJV
90
VS
3
ZFU
EXISTING TRAFFIC
CONTROL BOX
EXISTING UTILITY POLE
EX. SIGN"
50
mv
EXISTING ASPHALT
SIDEWALK
35
RI
3
WR 3
ZFU
EXIST. LIGHT/POWER
POLE TO REMAIN
~
.....l
~
UJ:
a
m
~
<
J:
1\..:
m
<
SHIFT EXISTING
PARKING SPACES
TO ALLOW FOR 24'
DRIVE AISLE.
EXIST. LlGHT/POWER_____
POLE TO REMAIN
~
~
~
C)r-~
50
LMG
ill
:::J
Z
ill 5
>- VS
<( 10
RI
(j)
W
-1
:::J
<-)
oL
ill
I
1
QV
1
L1M
I~!
85
LMG
DRIVEWAY
SOD
12" RED MAPLE
~_..-
TO 5E REMOVED PER CllY
DRIVEWAY
4
105
)
GULF TO BAY BOULEVARD
SOD
PROPERlY LlNE~
95
LMG
:3
WR
1
LlM
50
LMG
1
L1M
'r
'r
=
EXIST. ONE- SrORY COMMERCIAL BUILDING
~ ' ~
l-"'" ~"l
!" ...... ~
k~~.
l~~_J
rARNNG i SERVICE AREA
SOD
100
LMG
'.
~
Z
CS
>-: .....J
1\lS
O~
~'
~C) --1
.<
o --
~~
~~
ffi2
xO
UlQ
/--~~
//
NO IRRIGATION INSIDE ;/
DAYCARE PLAYGROUND
/
I
I
I
1
GY
LIVE OAK
PARKING /SERVlCE AREA
SOD
SOD
120
LMG
15 6
VS VS
IN$!Dr:fENCE
1
QV
3
IVP
7
VS
,_Ur~)pJ;
FENCE
RELOCA TE
CONC, PAD
FOR TRASH
AREA ,'.
ROGERS STREET
REMOVE BRAZILIAN
PEPPER TREE PER CllY
EXISTING
LEGEND
SIR - SET IRON ROD
FIR - FOUND IRON ROD
FIP - FOUND IRON PIPE
FOP - FOUND OPEN PIPE
REF. - REFERENCE
W,F, - WOOD FENCE
RES, - RESIDENCE
BLK. - BLOCK
COR. - CORNER
ESM'T - EASEMENT
N&D - NAIL & DISK
R/W - RIGHT-OF-WAY
POB - POINT OF BEGINNING
PC - POINT OF CURVE
CL - CENTERLINE
COV. - COVERED AREA
CHD. - CHORD
BRG. - BEARING
S/W - SIDEWALK
FND - FOUND
FCM - FOUND CONCRETE MONUMENT
PRM - PERMANENT REF, MONUMENT
PCP - PERMANENT CONTROL POINT
C,L.F, - CHAIN LINK FENCE
C,B,S, - CONCRETE BLK. STRUCTURE
P,O,C, - POINT OF COMMENCEMENT
(M) - FIELD MEASUREMENT
(R) - PLAT MEASUREMENT
SIE - SCREENED ENCLOSURE
FPP - FOUND PINCHED PIPE
. - POWER POLE
x:x - LIGHT POLE
~ - SIGN
~ - U.S. MAIL BOX
't1 - FIRE HYDRANT
- OVERHEAD WIRES (OHW)
EXIST. VIBURNUM ODO.
HEDGE TO REMAIN
1
LIN rEX. SIGN ON
ADJACENT
PROPERTY
12
, TJN
6
VS
6
VS
PLANT MATERIAL SCHEDULE
Q1Y CODE BOTANICAL NAME
:3 CA
20 HIB
4 105
4 IVP
6 IX
4 UM
6 UN
4 WT
I 990 LMG
1 00 PLC
I
\ 11 f1I
I
i
\ 115 RI
!
:3 SP
7 SN
\ 24 TJN
1 417 TJV
I
1 162 TNV
I
\ 5 UP
I
,
'1 198 VS
I
1 8 WR
15 ZFU
PARKiNG /SERVICE AREA(
.1""
~r
DUMPSTER
1
GY
16
VS
DRIVEWAY
SIDEW~LK '4
SOD
2
QV
1
QY
QTY CODE TREE COMMON NAME
11 f1I LIVE OAK.
5 UP WEEPING ELM
16
4 IVP WEEPING YAUPON HOLLY
6 UN CRAPE-MYRltE-"NATCHEZ"-WHITE
4 UM CRAPE MYRltE "MUSK.OGEE" LAVENDER
4 WT TREE FORM L1GUSTRUM
A !OS SAVANNAH HOLLY
..,.
22
:3 SP CABBAGE PALM
8 WR WASHINGTON PALM
11
49
COMMON NAME
CRINUM ASIAnCUM CRlNUM LILY
HIBISCUS RooiA-SINENSIS HIBISCUS
ILEXOPAC^'SAVANNAH' SAVANNAH HOLLY
ILEX VOMITORI.A PENDULA WEEPfNG Y AUPON HOLLY
IXORA 'NORA GRANf PINK. FLAME OF THE WOODS
LAGERSTROEMIA INDICA "MUSK.OGEE" CRAPE MYRltE "LAVENDER"
LAGERSTROEMIA INDICA "NATCHEZ" CRAPE MYRltE 'WHITE"
L1GUSTRUM JAPONICUM TREE FORM TREE FORM lIGUSTRUM
L1R10PE MU5CARI"GIANf' GIANT L1R10PE
PLUMBAGO CAPENSlS PLUMBAGO
QUERCUS VlRGINIANA LIVE OAK
RAPHIOLEPI5 UNDICA IWHITE" DWARF INDIAN HAWTHORN
SABAL PALMEtTO CABBAGE PALM
STRELlTZlA NICOLAI WHITE BIRD OF PARADISE
TRACHELOSPERMUM ASIATICUM MINIMA DWARF CONFEDERATE JASMINE
TRACHELOSPERMUM JAS. VARIEGATED VARIEGATED CONFEDERATE JASMINE
TRACHELOSPERMUM JAS. MINIMA VAR. VARIEGATED DW. CONFED. JASMINE
ULMUS PARVlFOLlA WEEPiNG ELM
VIBURNUM SU6PENSUM SANDANK.WA VIBURNUM
WASHINGTONIA ROBUSTA WASHiNGTON PALM
ZAMIA FURFURACEA CARDBOARD PALM
TREE DESCRIPTION
SHADE TREES
SUB-TOTAL SHADE TREES
ACCENT TREES
SUB- TOTAL ACCENT TREES
PALM TREES
:33
VS
SUB-TOTAL PALMS
TOTAL ALL TREES
100
LMG
LANDSCAPE REQUIREMENTS
SPECIFICATION
7 GAL.. 00-;36" SPR.
:3 GAL. 28" HT. x 24" SPR.. HEAVY
8-10' HT. X 4'SPR.. 2" CAL
8-10' HT. x4' SPR., FULL. MULTI-TRUCKED
:3 GAL.. 20-24" FULL
8-10' HT. x 4-5' SPR.. MUL TI- TRUNK.ED
8-10' HT. x 4-5' SPR.. MUL TI- TRUNK.ED
8' HT. x 8' SPR.. MUL TI- TRUNKED
1 GAL.. 12" HT. x 12" SPR.
:3 GAL.. 22" HT. X 24" SrR.
10-12' HT. x 5' SPR., 2-112" CAL
:3 GAL.. 16" HT. x 18" SPR., DENSE
SEE PLAN FOR CLEAR TRUNK HEIGHTS
17" POT, 6-8' HT.. HEAVY
1 GAL., 10-12" SPR.
1 GAL. 10-12" SPR.
1 GAL. 10-12" SPR.
10-12' HT. X 5' SPR.. 2-1/2" CAL
:3 GAL.. 24-28" HT. X 14-18"SPR.
SEE PLAN FOR CLEAR TRUNK HEIGHTS
:3 GAL.. 16" HT. x 18" SPR.
rr==:;r-~~~,.......~~, '.,,,...~w;;~~~--.
I Qo [E li~' I r: i i \~7 ~ ,,'-n'i :,:
i,!llll l-'-.-~" "~-.----I " "
! ,,<!.. :: !! p
'U11 \1 'Ill
lllj"j JAN ~l:3 !,:,U J
I L I ,'-.--" I
- , , _.___,._._.~J
h.A!~N!NG & OL.\i.:l Oh,y,,! SvC::>
CITY OFCLEAFi'Nr\!ER ,
PROPOSED TorAL OPEN SPACE PROVIDED: 19.931 SF
PROPOSED VEHICULAR USE AREA SURFACE: 39,354 SF
INTERIOR LANDSCAPED AREA REQUIRED @ 10% = 3.935 SF REQUIRED
PROPOSED INTERIOR LANDSCAPE AREA PROVIDED = 7.8ZlSF
INTERIOR REQUIREMENTS: 1 TREE /150 SF OF REQUIRED GREENSP ACE OR 3.954 SF DIVIDED BY 150 SF = Zl TREES
PERIMETER REQUIREMENTS: 1 TREE /35 LF OR 655 LF DIVIDED BY 35 LF = 19 TREES
REQUIRED NUMBER OF TREES: 46
PROPOSED NUMBER OF TREES: 49 TOTAL
EXISTING PARKING LOT TREES TO REMAIN: 5 SABAL PALMS
TOTAL TREES PROPOSED OR ON-SITE IN VEHICULAR USE AREAS TO MEET REQUIREMENTS: 54
'- ",' : ~ ..-
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40'
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20
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-1Ul
>-
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U~tQ
w~g
r\. / tL lL
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~ UJ....J
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2~
OlJJ
()LI
Phil Grahatn
& Company, P .A.
Landscape Architecture - Urban Design
436 Second Street North
St. Petersburg, Florida
33701-3012
Voice: 727-821-5225
Fax: 727-826-1626
State of Florida Registration
LC-C000064
Copyright 2003 by Phil Graham
& Company. P.A. All right6 I"66erv&l.
This dooumerrt; Ie the propert;y of
Phil Graham (\ Company. P.A. ft Ie
to i;le used only for the specific;
proJeGt IdentJfled or referred to
hereIn and 15 nol; to lie uaea on other
project6 or extenelone to thl5 project,
In whole or In pari;. exce~ I;y expre66
~ ael'6elt1~ with ana oompen6atlon
to Phil Graham & Company, P A
Drawn by: I Date:
KAT '4-15-03
Checked by: PG
RevIsion Datee:
10-14-03
12-19-03
12-31-03
1-22-04
60'
03025
L-1
OW2Q.DWG
SPREAD
I
\-
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~
ii1
:c
'~ \)
MULCH 3" (75mm) FROM STEMS
3" (75mm) MULCH LAYER
111111 I1I1I
- -
FERTILIZER TABLETS AS == " '::
SPECIFIED. PLACE UNIFORMLY IIIII ;;:",<"" " _ '".. ~ ", TILLED AND LOOSENED
B~~~~ ~~l[~~~5 111111 11'1'I;r<"IIIIII==illl;1 'j:i1;1 iI : "'Iilll 111111 NATIVE SOIL BACKFILL
BOTTOM OF ROOT MASS 111111 111111 lliill lliill 111111 IlmtSI
1 111111 1IIII1 111111 1""-~ UNDISTURBED SOIL
_ 3 TO 5 TIMES WIDTH _
OF ROOTl3ALL
SHRUB & GROUNDCOVER PLANTING DETAIL
NTS
~=~ko~~~_~f~~t':~=~~~~~<;?:t";"'""!;"!t'C'".l':;~:If~~<'>1'~.~.,.'i"'!L,~...~~~.t;?'~"'~!l.1~:"&nx"(1~.!7;;:'::'I;"'~;C~.),~.,..~..:::,,,,'Z~_':;':,~~:'$;~;"iji;~r.mq;,.-;:;;:~:::>~:o::--<;,'~~-u.~X':~:tru:r.W'.0.".l'~::;7[:";;:;7"~
n'
~
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FERTILIZER TABLETS
AS SPECIFIED. PLACE
UNIFORMLY AROUND
ROOT MASS BETWEEN
MIDDLE AND B01TOM
OF ROOT MASS.
3 TO 5 TIMES THE WIDTH
OF THE ROOT6ALL
PRUNE AND TIE FRONDS AT TIME OF PLANTING
REMOVE TIES AND PRUNE FRONDS
FOUR TO SIX WEEKS AFTER PLANTING
TRUNK SHALL BE FREE OF SCARS.
BURN MARKS. AND BOOTS.
NOTE:
STAKE ONLY THE FOLLOWING:
1. PALMS REQUIRING SUPPORT TO MAINTAIN
A PLUMB POSITION.
2. PALMS IN POTENTIALLY HAZARDOUS
SITUATIONS.
CONTRACTOR ASSUMES RESPONSIBILITY OF
INSURING THAT ALL PALMS ARE STAKED AND SECURED
TO PROVIDE A SAFE CONDITION
CONTRACTOR TO REMOVE TREE STAKES
SIX MONTHS AFTER PLANTING (UNLESS
REMOVAL WILL CREAT UNSTABLE SITUATION.
NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY)
5 LAYERS OF BURLAP,
5 - 2Ix41'><16" (50mm x 100mm x 400mm)
WOODEN BATTENS. CONNECTED WITH
2 - 3/4" (20mm) STEEL BANDS.
2"X4" (50mm x 100mm) WOOD BRACE
(MIN. OF 3) TOENAIL TO BATTEN.
CONTRACTOR MAY MODIFY STAKING AS REQUIRED
TO ACCOMMODATE FIEL.D CONDITIONS. WITH PRIOR
WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT
3" (75mm) MULCH LAYER
" , , : ,:', 11111 11I111
, :: IIltH
":,:'. 111111
UNDISTURBED SOIL
TILLED AND LOOSENED
NATIVE SOIL BACKFILL.
PALM PLANTINQP~_XfE~l-~~~
NTS
NOTE: CENTER TO CENTER SPACING (OC) VARIES
FOR DIFFERENT PLANT SPECIES. SPACE EACH
VARIETY OF PLANT EQUALLY IN PLANTING
AREAS
KEEP MULCH 6" (150mm) AWAY FROM BUILDING
WALL
/~UILDING WALL
!,( MULCH ~
BEDLlNE ;?1
OR PAVEMENT '
EDGE
MIN. 18" (467mm) FROM'
EDGE OF BEDUNE TO EDGE,
OF PLANT. '
CURB
SHRUBS AND GROUNDCOVERS ADJACENT
TO CURVED EDGES SHALL BE PLANTED
IN ROWS PARALLEL TiD THE CURVED
EDGE.
MIN. 18" (467 mm) FROM
BUILDING WALL TO EDGE OF PLANT
,....,
:iE
-E ~
~ \0 ' REMOVE ALL FRONDS.
~ 2 LEAVE 12" MIN. (305 mm)
'-' OF NEW FROND GROWfH.
~
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U
3 TO 5 TIMES THE WIDTH
OF THE RooTl3ALL
FERTILIZER TABLETS
AS SPECIFIED. PLACE
UNIFORMLY AROUND
ROOT MASS BETWEEN
MIDDLE AND BOlTOM
OF ROOT MASS.
TRUNK SHALL BE FREE OF SCARS.
BURN MARKS, AND BOOTS.
NOTE:
STAKE ONLY THE fOLLOWING:
1. PALMS REQUIRING SUPPORT TO MAINTAIN
A PLUMB POSITION.
2. PALMS IN POTENT/ALLY HAZARDOUS
SITUATIONS.
CONTRACTOR ASSUMES RESPONSIBILITY OF
INSURING THAT ALL PALMS ARE STAKED AND SECURED
TO PROVIDE A SAFE CONDITION
CONTRACTOR TO REMOVE TREE STAKES
SIX MONTHS AFTER PLANTING (UNLESS
REMOVAL WILL CREATE UNSTABLE SITUATION.
NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY)
5 LAYERS OF BURLAP.
5 - 2''><4''><16'' (50mm x 100mm x 400mm)
WOODEN BATTENS. CONNECTED WITH
2 - 3/4" (20mm) STEEL BANDS.
2''><4'' (50mm x 100mm) WOOD BRACE
(MIN. OF 3) TOENAIL TO BATTEN.
CONTRACTOR MAY MODIFY STAKING AS REQUIRED
TO ACCOMMODATE FIELD CONDITIONS. WITH PRIOR
WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT
3" (75mm) MULCH LAYER
UNDISTURBED SOIL
TILLED AND LOOSENED
NATIVE SOIL BACKFILL.
SABAL PALM PLANTING DETAIL
NT'S
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GENERAL LANDSCAPE NOTES
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NOTES: 1. STAKE ONLY THE FOLLOWING:
A. TREES REQUIRING SUPPORT TO MAINTAIN A PLUMB POSITION.
13. TREES IN POTENTIALLY HAZARDOUS SITUATIONS.
2. USE 21')(2" (50mm x 5Omm) STAKES FOR TREES 11' TO 2" (25mm TO 5Omm) CALIPER.
CROWN~6PREAD
-()
()
(---- MULCH ---)
MIN. 18" (467mm) FROM
BACK OF CURB TO EDGE OF PLANT
SHRUBS AND GROUNDCOVERS ADJACENT
TO STRAIGHT EDGES SHALL BE TRIANGULAR
SPACED IN ROWS PARALLEL TO THE STRAIGHT
, , EDGE.
29 SHRUB AND GROUNDCOVER LA your DETAIL
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"""='[~6"''''''' ,""'"'''NT;''=o''....''''_.._,..'''''''''''''''''~''''=,r..=.'''''._.'''''~=..==""""'..,,,..,~=,~=""""=,..,,.<,"'''''"''',~~J,;o,.'.."''m=-=,.,,=_~'''D..''''''''''''~"~..co.._'"
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3 TO 5 TIMES THE WIDTH
OF THE ROOTl3ALL
FERTILIZER TABLEl'S
AS SPECIFIED. PLA~E
UNIFORMLY AROUND
ROOT MASS BETWEEN
MIDDLE AND BOTTOM
OF ROOT MASS.
OTHER TREE STAKING
SYSTEMS MAY BE
ACCEPTABLE IF APPROVED
1. All plant materials to be Florida #1 or better quality, installed to highest
nursery standards.
2. Mulch to be Shredded Cypress, Grade B or bet,ter
Mulch shall be installed to a minimum of 3" thick in all planting areas.
3. Sod to be 95/0 weed free: Argentine Bahia
Sod to be installed with tight joints, rolled and fertilized at time of
installation. All areas of tFie proiect site disturbed during construction
shall be sodded unless specifically labeled otherwise. All areas within the
project limits shall be provided with sod or other specified groundcover.
4. All dimensions to be fjeld-checked by the Landscape Contractor prior to
construction, with any discrepancies reported immediately to the
Landscape Architect.
5. All materials must be as specified on the landscape plan. If materials
or labor do not adhere to specifications, they will be rejected by the
Landscape Architect with proper installation carried out by the Landscape
Contractor at no additional cost.
6. No substitutions or changes of any kind will be made at time of bidding,
so as to provide for equal and fair comparisons.
7. All permits necessary are to be provided by the installing contractor
unless otherwise specifically stated in the specifications.
8. No contractor identification signs shall be permitted on the project.
9. All questions concerning the f?lans and specifications are to be directed
to the Landscape Architect, (727) 821-5225.
10. Carefully review the Landscape Specifications. The installing
Contractor will be held responsibre for all items contained tnerein.
11. All plant material shall be planted with TERRA-SORB AG, in accordance
with the manufacturer's recommendations for the rate of application.
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APPROVED PLASTIC OR
RUBBER GUYS
FERTILIZATION
SHRUBS AND TREES
All trees and shrubs shall be fertilized with "Agriform" 20-10-5 planting
tablets at time of installation and prior to completion of pit
backfilfing. Tablets shall be placed uniformly around the root mass at
a depth that is between the middle and bottom of the root mass.
APPLlCA TION RA TF:
1 Gallon can: 1 - 21 gram tablet
3 Gallon can: 2 - 21 gram tablets
5 Gallon can: 3 - 21 gram tablets
7 Gallon can: 4 - 21 gram tablets
Trees: 3 - 21 gram tablets each 1/2" of caliper
Palms: 7 - 21 gram tablets
2''><4" (50mm x 100mm)
WOOD STAKES DRIVEN AT
ANGLE THEN TIGHTENED TO
VERTICAL. (MIN. 2 STAKES)
(OPTIONAL 3 STAKES
PLACED AT 1201 ANGLE)
GROUNDCOVER AREAS
All groundcover areas shall receive fertilization with "Ozmocote"
time release fertilizer as per manufacturer's specifications.
~~[J~_~_
75% -100% OF CPZ.
TREE BARRICADE:
2")(4" (50mmX100mm) WooDFENCING
WITH FLAGGING. THE BARRICADE SHALL BE
PLACED SO AS TO PROTECT THE CRITICAL
PROTECTION ZONE (CPZ) AREA AND NEVER WITHIN
75% OF THE RADIUS OF THE CPZ
A = DIAMETER OF PROTECTED TREE IN INCHES
(MILLIMETERS) MEASURED 41/2 FEET (1.37 M)
ABOVE GRADE
13 = CRITICAL PROTECTION ZONE (CPZ) RADIUS.
THAT AREA SURROUNDING A TREE WITHIN A
CIRCLE DESCRIBED BY A RADIUS OF ONE
FOOT (305 mm) FOR EACH INCH (25.4mm)
OF THE TREE'S DIAMETER (A) AS DESCRIBED
ABOVE.
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6'-8'0.C.
(t8m-2.4m)
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4' ..(JI
102m
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EXISTING TREE
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CRITICAL PROTECTION
ZONE (CPZ)
Phil Graham
& Company, P.A.
Landscape Architecture - Urban Design
436 Second Street North
St. Petersburg, Florida
33701-3012
Voice: 727-821-5225
Fax: 727-826-1626
Copyrlght 2003 by Phil Graham
& COmpany. P A All ~ht5 re6ervea.
This document Is the property of
Phil Graham & Company. P.A. ft 16
to l;1e U6M only for the 6~1fIc;
project; Identified or referred to
herein ana 15 not to l1e u5eel on other
proj8Gte or extenslon5 to this project,
In whole or In part. except I1y el<pre66
written agreement; with ana compen68tlon
to Phil Graham & Company. P.A.
I DrsK;:T~ I
I Checked I;1y: PG
Date:
12-31-03
Revl610n Date6:
03025
LD
03025-LD.DWG
~ ;}
SECTION 02900 - LANDSCAPE WORK
2. Provide container-grown or, if appropriate. freshly dug trees
and shrubs. Do not use trees or s,hrubs which have been in cold
storage or heeled-in ,the ground. Do not prune prior to
delivery. Do not bend or bind-tie trees or shrubs in such a
manner as to damage bark, break branches or destroy natural
shape. Provide protective covering during delivery.
5. Container stock shall have been grown in containers in which
delivered for at least four months, but not over two years.
I f requested. samp 1 e~ must be shown to prove no, root bound
condition exists.
PART 1 - GENERAL
~.04 SOD OR SEED
1.01 RELATED DOCUMENTS
A. Contract Documents:
3. No plant shall be bound with wire or rope at any time so as to
cause damage to the bark or break branches.All plants are to be
handled at all times so that roots or root balls are adequately
protected from sun. cold or drying winds. No root balls for
trees and container plants that have been cracked or broken
shall be planted except upon special approval. Metal canned
stock shall be carefully removed from cans after containers
have been cut on two sides with approved cutter. A spade shall
not be used to cut cans. Plants shall not be pulled by the
tops or stems, nor handled in a rough or caraless manner at any
ti'me.
A. Sod or seed (as/if shown on plan) shall be species most commonly
grown and used in the area or as stated on the plans. Solid sod
shall be of even thickness and with a good root structure, 95% free
of noxious weeds. freshly mowed before cutting, in good healthy
condition when laid. It must not be stacked more than 24 hours
before laying and it must be grown in soil compatible to that in
which it will be installed. Seed shali be delivered to the site in
unopened bags with certifiction tags in place. Purity, germination
and weed content shall be as certification requirements.
1. The Contract Documents shall include the Plans. Specifications.
Bid Proposal. Contract Agreement and all Addenda.
installed. Lay sod in straight lines. butt pieces tightly and
stagger joints. Work sifted sand into minor cracks between
pieces of sod. Within two hours after installing sod, and
prior to rolling. the sod shall be lightly irrigated. Ron sod
until tightly bonded to subgrade and water thoroughly.
Watering shall be repeated as necessary to keep sod moist until
rooted to subgrade.
5. Sodded and seeded areas should be protected from foot traffic
until well established.
3.03 BER~ CONSTRUCTION
B. Contract Provisions:
1. All provisions of Contract, including General and Special
Provisions and Drawings, apply to the work specified in this
Section.
2.05 MULCH
2. All.work of this se~tion shall conform to the highest
standard landscaping practices.
A. Mulch shan be 100% finely shredded wood or bark, or pine needles.
The type used shall be as specified on the plan.
4. Balled and burlaped plants shall be moved with firm. natural
balls of soil, not less than l' diameter of ball to every 1" of
caliper of trunk; root ball depth shall not be less than 2/3
of root ball diameter.
3.04
3. Plant lists included with these plans are provided only for the
Contractor's convenience; they shall not be construed as to
conflict or predominate over the plans. If conflict between
the plans and the specifications exists, the plan shall
predominate and be considered the controlling document.
2.06 PLANTING SOIL
A. Trees and Shrubs:
5. Trees (except palms) shall be dug with adequate balls.
burlaped. wire bound if needed. Root pruning to be done a
minimum of four weeks before transplanting.
1. Provide not less than 1 part of loose Florida peat humus to 2
parts of clean native topsoil or topsoil delivered to the site
by volume. Mix peat and topsoil thoroughly before backfilling
plant pits.
r-.
4. During this work, the Contractor shall be responsible for
maintaining safety amoung persons in his employ in accordance
with the standards set by The Occupational Safety and Health
Act of 1970 (and all subsequent amendaments)-;' Owner and
Landscape Architect shall be held harmless from any accident.
injury or any other incident resulting from compliance or non-
compliance with these standards.
Only a minimum of palm fronds shall be removed from crown to
facilitate moving and handling. Clear trunk shall be
determined after minimum fronds have been remo~d.
1. Deliver trees and shrubs after preparations for planting have
been completed and plant immediately. If planting is delayed
more than 6 hours after delivery. set trees and shrubs in
shade. protect from weather and mechanical damage, and keep
roots moist.
6.
r~
2... Soil may be an approved commercially prepared .-mix.
B. Groundcovers and Annuals:
1. For plants grown in containers less than one gallon size.
spread two inches of clean Florida peat. or other approved
organic soil ammendment, over full length and width of planting
area. Rototil organic layer 4"-5" into native soil.
3.05
5. The Contractor shall cooperate with and coordinate with all
other trades whose work is built into or affects the work in
this section.
S. Do not remove container-grown stock from containers until
planting time.
2.01 PESTICIDES:
6. The Contractor shall obtain all necessary permits for the work
of this section and comply with the requirements of all
governing agencies. All appropriate utility companies and
agencies shall be contacted prior to digging.
9. Label at least one tree and one shrub of each variety with a
securely attached waterproof tag bearing legible designation of
botanical and common name.
1. Pesticides ahll be only approved. safe brands applied according
to manufacturer's directions. '
7. The Contractor shall carefully examine the site and all
existing conditions affecting the work, such as: soil.
obstructions. existing trees, utilities, etc. Report any
conditions in conflict with the work to the Project Manager
and/or the Landscape Architect.
1.05 JOB CONDITIONS
PART 3 - EXECUTION
A. Acceptance of Job Site:
1. Installer must examine the subgrade. verify the elevations.
observe the conditions under which work is to be performed, and
notify the Contractor of unsatisfactory conditions. Do not
proceed with the work until unsatisfactory conditions have been
corrected in a manner acceptable to Installer.
3.01 PREPARATION
A. Obstructions Below Ground:
C.
Alternates. Additions, Deletions, Substitutions:
1. It shall be the responsibility of the Contractor to locate and
mark all underground utilities, irr'igation lines and wiring
prior to commencement of work.
1. If there are additions/alternates included in these plans and
specifications at the time of bidding, the Contractor must
propose prices to accomplish the work stated as additionsl
alternates at the time of bidding.
2. The Owner. through his project manager, reserves the right to.'
add or deduct any of the work stated her~in without rendering
void the contract.
2. Proceed with and complete the landscape work as rapidly as
portions of the site become available, working within the
seasonal limitations for each kind of landscape work reuired.
2. If underground construction. utilities 'or obstructions are
encountered in excavating of planting areas or plant pits. the
Project Manager or Landscape Architect will be notified and it
will be his decision to select the relocation for that material.
B. Scheduling of Work:
3. The Contractor must have written approval by the Project
Manager for any substitutions not previously agreed to. in the
purchase agreement: installation without approval is entirely
at the Contractor's risk.
1. The work shall be carried out to completion with the utmost
speed. Immediately upon award of contract the Contractor
shall prepare a definite progress schedule and furnish a copy
to the Owner and/or the Landscape Architect for approval. The
Contractor shall carry out the work in accordance with the
approved schedule.
2. Allow for sod and mulch thickness adjacent to all paved
surfaces.
B. Grading:
1. Finish (fine) grade all planting and sod areas to remove all
debris, bumps and depressions.
3.06
4. All material acquired through additions or substitutions shall
be subject to all conditions and guarantees stated herein.
2. If n~cessary in order to complete the work within the time
stated in the Contract, or in order to maintain the progress
schedule, the Contractor incurs unforseen costs. such as
overtime hours. holiday. etc., all said costs shall be born by
the Contractor at no additional cost to the Owner.
1. Loosen subgrade of seed and sod areas to a minimum depth of 4".
Remove stones over 1 1/2" in any dimension and sticks. roots.
rubbish and other extraneous matter.
D.
Definition:
C. Preparation for Seeding and Sodding:
1. Owner: To be known as that entity which holds title or
control to the premises on which the work is performed.
3. The Contractor shall, upon the Project Manager's written
request. suspend delivery of material and stop all work for
such a period as deemed necessary by the Project Manager. Upon
rec~ipt of such notice, the Contractor shall immediately
con~er with the Owner or General Contractor with respect to any
additional costs which may result from such work stoppage.
3. Limit preparation to areas which will be planted promptly after
preparation.
2. Project Manager: Owner's on-site representative responsible
for approval of quantity and quality of materials specified and
execution of installation. '
2. Spread fertilizer specified herein at a minimum rate of 25
pounds per 1000 square feet, and thoroughly work into the top
4" 'Of soil.
3. Contractor: Shall' refer to that person or enterprise
commonly known as the Landscape Contractor.
C. Utilities:
4. Landscape Architect: This person or firm is the responsible
representative of the Owner who produces the landscape plans
and specifications.
4. "'oisten prepared seed and sod areas before, pl,anting if soi 1 is
dry. Water thoroughly and allow surface moisture to dry before
planting lawns. Do not create a muddy soil condition~
1. Determine location of underground utilities and perform work
in a manner which will avoid possible damage. Hand excavate.
as required, to minimize possibility of damage to underground
utilities. Maintain grade stakes set by other until removal is
mutually agreed upon by all parties concerned.
D. Preparation of Planting Beds:
E.
Abbreviations:
1. O.A.: The Overall height of a plant measured to the natural,
untied state of the majority of the foliage, not including
extreme leaves, branches or fronds.
1.06 GUARANTEE
1. Loosen subgrade of planting bed areas to a minimum depth of 6"
using a cultimulcher or similar equipment. Remove stones over
1 1/2" in any dimension, and sticks, stones. rubbish and other
extraneous matter.
A. Warranty Period:
~. C.T.: Clear Trunk measured from the ground to the bottom of
the first leaf or frond stem.
1. The Contractor shall guarantee all trees furnished under this
contract for a period of one (1) year and all shrubs for a
period of (120) days. Material which is either dead or in poor
health during this period or at its completion will be replaced
at no charge to the Owner. Should any of the plant materials
show 50% or more defoliation during the guarantee period, due
to the Contractor's use of improper materials or workmanship.
the Contractor, upon written notice. shall replace same without
additional cost to the Owner.
E. Berms:
3. C.W.: Clear Wood measured from the ground to the bottom of
the base of the lowest leaf sheath or boot, trimmed iR a
natural manner.
1. Construct small berms (18" or less in height) using cJean
topsoil.
2. Large berms may be built-up of clean fill (sand only). free of
roots. rocks or other debris. A minimum of 12" of clean
topsoil shall cover this fill material at all points.
4. SP.: Spread - branches measured in natural un-tied position
to the average crown diameter. not including extreme leaves.
branches or fronds.
5. MIN.: Minimum
PA:RT 2' PRODUCTS
3.02 PLANTING
6. GAL.: Gallon container size. example: 1'Gal.,' 2 Gal.,
5 Gal. container
2"01 TOPSOIL
,
A. ,Layout:
A. Topsoi~ shall be stockpiled during site preparation for reuse in
landscape work. If quantity of stockpiled topsoil is insufficient.
provide additional topsoil as required to complete landscape work.
1 O.C.: On Center - distance between plant centers; or
C.C. - Center to Center
1. Unless otherwise stipulated, plant materials will be located by
scale shown on the plan. Slight shifting may be required to
clear wires. prevent blockage of signage. etc. Shrubs and
ground covers shall be located and spaced as noted on plant
list and/or details(if provided). otherwise plants will be
placed in the planting beds at the normally accepted spacing
for each species. Leave a border of 12" min. of space between
outer leaves of installed plant material and the bedline.
3.07
S. ~ Diameter - See #9
B. Additional topsoil must be taken from ground that has never been
stripped and'be in a loose. friable condition and must not contairt
clay or excessive organic materials. There must be slight acid
reaction to the soil with no excess weeds or other objectionable
materials.
9. CAL.: Caliper - the diameter of up to a 4" tree is measured
8" above the ground line; larger trees are measured at 12"
above the original grade line.
B. Installation of Plant Materials:
10. D.B.H.: Diameter at Breast Height (approximately 4' above
grade)
11. B+B: Balled and Burlaped in accordance with horticultural
standards of the American Association of Nurserymen.
2.02 FERTILIZER
1. Plants are to be set straight or plumb. in locations shown. at
such level that after settlement, normal relationship of crown
of plant with ground surface is established. Plants shall be
backfilled 2/3 of plant pit with planting soil, thoroughly
~atered-in, puddled before bringing backfill to proper grade.
DESCRIPTION OF WORK
A. All plant material shall be fertilized with Agriform 20-10-5
planting tablets, or approved equal, at time of installation and
prior to completion of pit backfilling. Agriform planting tablets
shall be placed uniformly ~round the root ma~$ ~t a depth that is
bet wen the middle and bottom of the root mass.
1. 02
2. Azalea planting: all azaleas shall be placed into prepared bed
of amended soil containing 40% weed-free Florida' peat, or
approved equivalent. Root balls shall be scarified in a
triangular pattern or carefully spread to horizontal position
at the time of placement into the prepared bed.
A.
Scope of Work
B.
Application Rate:
1. The scope of work includes everything for and incidental
to executing and completing all landscape work shown on the
drawings, schedules. notes and as specified herein.
1 - 21 gram tablet
2 - 21 gram tablets
3 - 21 gram tablets
4 - 21 gram tablets
3 tablets each 1/2" of caliper
3. Balled and burl aped plants are to be set with planting soil
carefully tamped in, under and around base of balls to prevent
voids. Ropes and wires are to be removed. lay open burlap but
do not remove so as to keep root ball intact. Duplicate
procedure stated in specification above for planting. Roots of
bare rooted plants are to be properly spread out, planting soil
carefully worked in among them. Failure to comply is cause for
rejection.
1. 1 Gallon can
3 Gallon can
5 Gallon can
7 Gallon can
Trees
2. Unless otherwise hereinafter specifically excluded. the plans
and specifications are intended to include everything
obviously requisite to finishing all phases of work specified.
Accordingly, all work is to b$ done under all headings to
carry out the plans and specifications, whether each item is
mentioned or not.
2. Groundcover and annual areas shall receive fertilization with
Ozmocote Time Release Fertilizer' according to product
instructions and rates.
C.
Sod and Seeded Areas:
1. 03
QUALITY ASSURANCE
A.
Subcontractors~ -
1. Fertilize sod and seeded areas with a 10-5-5 fOrmulation (or a
mixture recommended by the local County Agricultural Agent) at
the rate of 10 pounds per 1.000 square feet.
4. Tree pits shall be dug twice the diameter and depth of the root
ball. Backfill 1/2 of pit with planting soil mixture as
recommended by,state or county agricultural agent, or as
specified~ water thoroughly until puddled before bringing
backfill to proper grade. Establish water basin to diameter of
pit. height of basin is to be a minimum of 4". Trees should
have 1~1 1/2 yards of planting soil per tree unless otherwise
specified.
1. All Subcontractors under the control of the Contractor.
involved in the completion of the landscape work. shall be
made known to the Owner and the Landscape Architect prior to
their commencement of work on the project.
PLANT MATERIALS
2.03
Nomenclature:
A.
B.
Plant Materials:
1. Plant species and size are to be as per drawings and plant ·
materials schedule. Nomenclature as per Standardized Plant
Names; names of varieties not included therein conform
generally with names accepted in the nursery trade. All
material is to be identified with variety name or the invoice
supplied by the nursery stock grower.
6_ Palms shall have only a minimum of fronds removed to facilitate
moving. health and handling. Clear trunk shall be established
after minimum fronds have been removed. Planting of plams shall
be as shown in the p~lm planting detail on the plans. or, if no
such detail is shown, they shall be planted in accordance with
Florida Nurserymens' Standards for palm planting.
6. Mulch shall be installed evenly in all planting areas,' unle,ss
otherwise specified, at a depth of 2" thick.
5. Stake all trees and palms according to planting ~etails on
landscape plans. If no details are, provided. stake according
to American Association of Nuserymen Standards.
1. Plant materials shall conform to the American Association of
Nurserymen Standard!. ANSI I60 1973. and to Florida Grades
and Standards for Nursery Stock for size and quality.
2. Provide trees. shrubs, ground covers and sod grown in
a recognized nursery in accordance with good horticultural
practices. Seme plant materials may be collected stock with the
approval of the Landscape Architect. Provide healthy, vigorous
stock grown under climatic conditions. similar to conditions in
the locality of the project. and free of disease. insects.
~ggs. larvae. and defects such as knots. sun-scale, injuries,
abrasions and/or disfigurement.
B.
Quality Assurance~
1.
Trees shall have straight trunks (unless
with leader intact. undamaged and uncut.
cuts shall be completely calloused over.
securely to stakes on delivery.
otherwise specified)
All old abrasions and
Trees shall be tied
3. The Owner or Landscape Architect reserves the right to inspect
plant materials either at the place of growth or at the project
site prior to planting. for compliance with requirements for
name, variety, size and quality.
2. Height of trees and shrubs shall be measured from the ground
up; width measurement shall be normal spread of branches with
plants in their normal position. These measurements shall not
include immediate terminal growth. All measurements shall be
taken before pruning for specified sizes. All trees and shrubs
shall conform to measurements specified in the plant list,
except that plant materials larger than specified may be used
with the approval of the Owner or Landscape Architect, with no
increase to the Contract price. Plant materials shall not be
pru~ed prior to delivery.
3. Plant material shall be symmetrical. typical for variety and
species. and shall conform to measurem~nts specified on the
plan. Plants used where symmetry is required shall match as
nearly as possible.
3. Seed (if any) will be installed as per'the specifications of
the State Department of Transportation. See plan for type of
seed.
C.
Installation of Sod and Seeding:
1. Fine grade for smooth surface, water, roll and float. Grades
shown on drawings to be maintained in a true even condition.
4. Plant materials shall have a habit of growth that is normal
for the species. They shall be well branched and densly
foliated when in leaf and shall have healthy, well 'developed
root systems.
2. The work shall be performed only during periods when beneficial
results are likely to be obtained. When conditions are such
that satisfactory results are not likely to be obtained, work
will be stopped and resumed again when conditions are
satisfactory.
1.04
PRODUCT DELIVER~ STORAGE AND HANDLING
AJ
Plant Materials:
1. Time delivery so that sod will be placed within 24 hours after
stripping. Protect sod against drying and breaking of rolled
strips.
4. Provide trees, shrubs and other plants conforming to the
standards for "Florida #1" grade as designated by the Division
of_,Pl~nt Industry. Florida Department of Agriculture.
4. Sodding (if specified) is to be locally suitable variety. Sod
is to be cut with 5/S"soil, not including top growth or thatch.
Sod is to be covered or placed in a shaded area until
A. Install berms at location shown on plan and at the height and slope
indicated. Height stated is for finished berm with soil at natural
compaction. Large berms may be built of suitable subsoil with a
minimum of 12" topsoil cover at all points. No heavily organic
soils, such as muck or peat shall be used in berm construction.
B.
Exact location and configuration of berms may require change to
allow proper drainage; such changes will be coordinated with the
Project Manager.
PRUNING
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Pruning to,be done by an experienced plantsman. Prune immediately
upon acceptance by Owners, including any broken branches, thinning
all small branches. tipping back main branches (except main
leaders).
B.
Pruning should maintain the natural shape and form of the plant.
~r ~
AJl wounds over 3/4" diameter shall be treated with an appropriate
tree wound dressing coating.
C.
IIlAINTENANCE
A.
Begin maintenance immediately after planting.
B.
Maintain trees. plants. seeded and sodded areas until final
acceptance by Owner.
1. Maintain trees. shrubs and other plants by watering, pruning.
,cultivating and weeding as required for healthy growth.
Restore planting saucers. Tighten and repair stake and guy
supports and rest trees and shrubs to proper grades or vertical
position as required. Restore or replace damaged wrappings.
Spray as required to keep trees and shrubs free of insects and
disease. Perform any other proceedure consistent with good
horticultural practice necessary to insure normal, vigorous
and healthy growth of all work under this contract.
2. Maintain seeded or sodded areas by watering. fertilizing.
weeding. mowing, trimming, and other operations such as
rolling. levelling, regrading, and replanting as required to
establish smooth. acceptable areas, free 'Of erosion or bare
spots. Lawn that is seeded is to receive first mowing on
reaching an average height of 2 1/2", and subsequent mowings as
required for height standard for that variety. Sodded areas
are to receive first mowing, within 2 weeks after, installation
,and subsequent mowings as required to maintain height standard
for that variety.
CLEANUP. PROTECTION AND REPAIR OF DAMAGES
A.
Cleanup:
1. During landscape work. store materials and equipment where
directed. Keep pavements clean and work area in an orderly
condition.
2. Remove all excess materials or debris from the job site.
3. Repair all damage to other materials. property or trades
caused by the installation.
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Protection.!,
1. Protect landscape work and materials from damage due to
landscape operations. operations by other contractors and
trades, and trespassers. Maintain protection during
installation and maintenance periods.
2. The Contractor 'shall properly protect Owner's and adjacent
property from injury.
3. The Contractor shall provide safeguards for the protection of
workmen and others on, about, or adjacent to the work, as
required by the conditions and progress of the work as directed
by the Project Manager under the parameters of the O. S. H. A.
standards.
C.
Repai [' of Damages:
1. Treat. repair or replace damaged landscape work as directed.
2. The Contractor shall be held responsible for all damage done by
his work or workmen to other materials or trades work.
Patching and replacement of damaged work may be done by others,
at the Owner's direction. but the cost of same shall be paid by
the Contractor who is responsible for the damage.
3. The Contractor shall repair all damage caused by his operations
to the Owner's or adjacent property owner's existing turf
a~eas. shrubs, trees. groundcovers and the like, equal in
qOality to the existing condition prior to damage~
INSPECTION. REJECTION AND ACCEPTANCE
A.
Inspection:
1. Upon completion of the installation the Contractor will submit
his invoice to the Owner and notifiy the Project Manager that
the Job is ready for inspection. Within two weeks of
notification the installation will be inspected by the Owner's
representative. He will report to the Owner and Contractor
those items rejected, if any.
2. Continue specified maintenance until final acceptance of
installation.
B.
Rejection and Reolacement:
1. The Project Manager or the Landscape Architect will be the
final judge as to the suitability and acceptability of any part
of the work.
2. The Project Manager reserves the right to reject any work or
plant material if. in his opinion, it does not meet the
requirements set forth in the specifications.
3. Replace any rejected material immediately.
C.
Acceptance
1. After replacements to rejected material (if any) have been
made, the Owner or Owner's representative will accept the
project.
2. Upon acceptance. the Owner assumes responsibility for
maintenance within the terms of the contract. Acceptance will
in no way invalidate the Contractor's guarantee period.
3. The Contractor's ,guarantee period will begin after final
acceptance of the project by the Owner.
3.08
OWNER'S OPTIONS
A.
If evidence exists of any lien or claim arising out of or in
connection with default in performance of this contract, the Owner
shall have the right to retain any payment sufficient to discharge
such claim and all costs in connection with discharging such claim.
Where the specification calls for any stipulated item. ,or "an
approved equivalent," or in words to that effect. the Contractor
shall compute the price of the type of species specified. If he
prefers to use any substitute he believes to be equal, he.shall so
state in his proposal. giving the price to be added or deducted
from his contract price. The final selection rests with the Owner
or his representative.
B.
C.
Where plants installed do not meet specifications. the Owner
reserves the right to request plant replacement or an appropriate
deduction from the contract amount to compensate for the
value not received from the undersized plant material. No
additional compensation will be made to the Contractor for
plants installed that exceed specifications.
L-S
EXISTING TRAFFIC
CONTROL BOX
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FOR TRASH
'AREA '",.
EXISTING UTILITY POLE
EX, SIGN -
EXISTING ASPHALT
SIDEWALK ~
EXIST. lIGHT/POWER~
POLE TO REMAIN
SHIFT EXISTING
PARKING SPACES
TO ALLOW FOR 24'
DRIVE AISLE.
EXlsr. L1GHilPOWE
POLE ro REMAIN
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l6UGGE5TED LOCATION Off 5/8" IRRIGATION WATER METER . \ \
(VERIfY 5IZE AND LOCATION OF WATER METER WITH MUNIClPAUlY AND ~'" \ \
PROPERlY OWNER) , '. \ \
IRRIGATION IRRIGATION \ \'
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[EX. SIGN ON
ADJACENT
PROPERTY
KEY
EXISTING
LEGEND
SIR - SET IRON ROD
FIR - FOUND IRON ROD
FIP - FOUND IRON PIPE
FOP - FOUND OPEN PIPE
REF. - REFERENCE
W,F, - WOOD FENCE
RES. - RESIDENCE
BLK, - BLOCK
COR, - CORNER
ESM'T - EASEMENT
N&D - NAIL & DISK
RjW - RIGHT-OF-WAY
POB - POINT OF BEGINNING
PC - POINT OF CURVE
CL - CENTERLINE
COV. - COVERED AREA
CHD. - CHORD
BRG. - BEARING
sjw - SIDEWALK
FND - FOUND
FCM - FOUND CONCRETE MONUMENT
PRM - PERMANENT REF. MONUMENT
PCP - PERMANENT CONTROL POINT
C,L.F. - CHAIN LINK FENCE
C,B.S. - CONCRETE BLK, STRUCTURE
P,O,C, - POINT OF COMMENCEMENT
(M) - FIELD MEASUREMENT
(R) - PLAT MEASUREMENT
SjE - SCREENED ENCLOSURE
FPP - FOUND PINCHED PIPE
. - POWER POLE
:Q: - UGH T POLE
~ - SIGN
~ - U.S. MAIL BOX
~ - ~RE HYDRANT
- OVERHEAD WIRES (OHW)
IRRIGATION LEGEND
SPRAY HEADS
KEY SPECIFICATION
~ Rain Bird 1402 Full Circle Bubbler - 0.50 GPM
· Rain Bird 1800-SAM-PRS-5F - 0.41 GPM
~ Rain Bird 1800-SAM-PRS-5H - 0.20 GPM
~ Rain Bird 1800-5AM-PRS-5Q - 0.10 GPM
· Rain Bird 1800-5AM-PRS-8F - 1.05 GPM
e Rain Bird 1800-SAM-PRS-8H - 0.52 GPM
~ Rain Bird 1800-SAM-PRS-8Q - 0.26 GPM
. Rain Bird 1800-SAM-PRS-10F - 1.58 GPM
~ Rain Bird 1800-SAM-PRS-10TQ - 1.00 GPM
~ Rain Bird 1800-SAM-PRS-10H - 0.79 GPM
~ Rain Bird 1800-SAM-PRS-10Q - 0.:39 GPM
A Rain Bird 1800-SAM-PRS-12F - 2.60 GPM
~ Rain Bird 1800-SAM-PRS-12TQ- 1.95 GPM
~ Rain Bird 1800-SAM-PRS-12H -1.:30 GPM
~ Rain Bird 1800-SAM-PRS-12Q - 0.65 GPM
. Rain Bird 1800-SAM-PRS-15F - :3.70 GPM
8 Rain Bird 1800-SAM-PRS-15TQ - 2.78 GPM
e Rain Bird 1800-SAM-PRS-15H - 1.85 GPM
~ Rain Bird 1800-SAM-PRS-15Q - 0.95 GPM
[J Rain Bird 1800-5AM-PRS-15EST - 0.61 GPM
. Rain Bird 1800-SAM-PRS-15SST -1.21 GPM
E3 Rain Bird 1800=SAM=PRS=15CST = 1.21 GPM
IRRIGATION COMPONENTS
SPECIFICATION
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Water Source: SUGGESTED 5/811 IRRIGATION WATER METER.
SIZE AND LOCATION TO BE DETERMINED BY MUNICIP ALllY AND PRI
Controller: RAIN BIRD ESP SERIES AUTOMATIC TIME CLOCK
WITH AUTOMATIC RAIN CHECK SENSOR
Mainline: SCHEDULE 40 PVC
Valvea: RAIN BIRD 150-PEB-PRS-D
Sleeving: SCHEDULE 40 PVC, 2 SIZES LARGER THAN
PIPE TO BE SLEEVED.
Quiclc Coupler Valve: RAIN BIRD 44 RC/NP
All irrieation heada on non-potable water
ayatema ahall have IIpurplel non-potable
head cover5.
All Rain Bird heada to be inatalled with Matched
Precipitation Rate (MPR) nozzlea.
Spray zonea to be operated at :30 PSI for
optimal head performance.
Rotor zonea to be operated at 50 PSI for
optimal head performance.
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Phil Graham
& Company, P .A.
Landscape Architecture. Urban Design
436 Second Street North
St. Petersburg, Florida
33701-3012
Voice: 727-821-5225
Fax: 727-826-1626
State of Florida Reel6tratlol1
LC-C000064
CoP',Yf'laht 2003 j,y Phil Graham
& COmpany, P.^, All rlghte re5etVM.
Thi6 document 16 the properey of
Phil Graham & Company, P.A, It 16
to "e u66d OI1Iy for the 6~lfIc;
project Identified or referred to
h~reln ane.lls noli to 11~ u6etJ on othm-
projeGt9 or extensions to this proj~,
In Whol~ or In par!;, except by expre56
wrftl;en aereem~ wIIih ana oompen6atlon
to Phil Graham & Company, P.A.
I DraWllI>y. I Date:
KAT 4-15-0:3
I Checked I1y: PG
Revl61011 Date6:
10-14-03
12-19-03
12-31-03
1-22-04
60'
03025
IR-1
OW25.DWG
61/2" min. (16 om)
HINGE PIN CLEARAN~
FOR DOOR REMOVAL
RAIN BIRD ESP SERIES CONTROLLER
wI LOCKING PLASTIC CABINET AS
SPECIFIED ON PLAN
PLASTIC HEAD COVER N
(PURPLE FOR NON"POT ABLE SYSTEMS. ~ ..-
BLACK FOR POT ABLE SYSTEMS)
PLASTIC HEAD COVER
FINISH GRADE (PURPLE FOR NON"POT ABLE SYSTEMS.
BLACK FOR POT ABLE SYSTEMS)
RAIN BIRD 1006 1.
PRS POP"UP SPRAY HEAD
SPRAY PATfERN AS FINISH GRADE
SHOWN ON PLAN
~ RAIN BIRD 1812 2.
POP-UP SPRAY HEAD
0) SPRAY PAITERN AS 5.
SHOWN ON PLAN SIDE INLET
POLY ELL POLY ELL
SP 100 POLY PIPE
(LENGTH AS REQUIRED) POLY PIPE
(LENGTH AS REQUIRED) ~
POLY ELL SBE 050 ..- 4.
POLY ELL
5.
6.
1c=J DODD)
The Contraotor 611all provlc:le a 100% ooverage automatlo Irrigation
6y6tem AS DESIGNED ON THE !RRiGA 110N F'LA.NS
In all Oa6e6 oomply with the written Irrigation Speclfloatlon6 anc:l the
Generallrrig~on Note6.
All queetlon6 oonceml~ft~eclfloatlon6 are to l:7e c:llrect&;i to the
Lanel6Cape Arohltecl:; (7ZI) 821"5225.
Sl1rul1 r16er5 6hall only l1e In6talled In hedgee or ma66 plantlne6 not
to extenc:l more than 5" al10ve the In6talled height of the 6hru". In no
oa6e 6hall 6hru" rl6er5 "e In6talled c:llrectly ac:ljacent to ou",e. walk6
or other vehloular aooeoo Way6. If r16er5 are to I;e ue;ed In hedge6
a"uttlng parking area6. they mu6t I;e plaoec:l a minimum of 50" away
from l1aol< of ourl1 anc:l eml;edc:led In the hed0e 60 a6 not to l1e uen or
c:lamaeec:l "y vehloular overhan0. All ehru" rl6er5 ehalll1e palntec:l
I:7laok or c:lark 0reen.
All plantec:l 0rounaoover areae. Inoluc:lln0 ma66 plantlng6 of c:lwarf
6hrul16 not exceec:llng 22". 6hall "e Irrigated with 12" pop~u 6pray
heac:l6 (unleee otherwl6e noted) anc:l extenc:ler5 (If requr~ .
All 6Oc:lc:lec:l area6 ehalll1e Irri0ated with 6" pop-up epraye or pop"up
raton? where appropriate). unle66 otherwl6e notec:l.
Pipe. valvee ana otfier Irrtaatlon ~ulpment may "e ehown In uullc:lln0e.
c:lr'lvee anc:l walke for olarlty only. Looate all valvee anc:l other
Irrl0atlon equipment In plant 11ec:l areae for Pest oonoealment anc:l
aooe.e611;lIIty.
7. Valve6 are to I;e Inetallec:lln valve uOxe6 lar0e enou0h to
aooommoc:late maintenance anc:l operation of valvee. Valve pit ehalll1e
free from muc:l or other c:lel7r1e whioh may GOVer valve. ProvIae 1/2"
alameter river gravel 6ump :3" thlok at the "attom of valve pit.
8. All Irri0at1on materia Ie anc:lln6tallatlon ehall meet; fec:leral. 6tatB
analooa~ ooc:lee. reeulatlone anc:l orc:llnanoee ooncemln0 Irrigation
oonetruatlon.
9. Flexll1le polyethylene 6w1n0 jolnt6 ehalll1e u6ed for all pop"up 6pray heac:l6.
Rotor heac:le ehall have rl01c:l PVC 6w1n0 joint6. Conorete c:lonute
6hall "e In6talled at all heac:llooatlon6 ac:ljacent to or In vehloular
U6e arese.
10. All 61eevC6 are to "e 6Chec:lule 40 PVC looated a minimum of 14" l1elow
finleh grac:le.
11. AdJuet all heac:l6 to,provlc:le maximum ooverage anc:l minimum overthrow.
12. Contraotor ehall ac:lJuet heac:le ae neec:lec:lln vehloular areae to In6ure that
parkec:l v~11101e6 ao not Interfere with the operation of the Irrigation eyetem.
Notify the Lanc:leoap'e Arohlteot anc:l ol:1taln written approval prior to
aaJuetlng Irrieatlon heac:llayout 60 that 100% GOVera0e Ie not oompromle&l.
15. Equipment anc:l heac:le ehall I:1e manufaotured "y "Raln"lrc:l" or "Hunter"
or ae otherwl5B etatec:l on the plans.
14. Contractor sl1all field verify capai:1i1lty of water oource to deliver
proper pre6eure per eq,uare Inoh (PSI) anc:l0allone per minute (GPM) ae
req,uiretJ "Y the hii0atfon eyetem. Notify the Lanc:leoape Arohlteot
prior to oontraot If there 16 any c:lleorepanc;y.
15. lni0atlon water 6OUroe 6hall "e EXiSTING IRRIGt' nON WA TER50URCE.
Coorc:llnate new Irrl0at1on work with exIetlng lrri0atlon to remain.
16. All permlt6 neoeeeary are to l7e provlc:lec:l "Y the In6tallln0 oontraotor
unleee otherwl6e epeolfloally etatec:l.
17. Refer to the Lanaeoape Drawln0s when 1ooatln0 alllnigatlon
~ull'ment. Allow ample room near pipe. valvee anc:l other equipment
for the plantln0 of trees anc:l hec:l0ee.
18. All wlre6 sl1alll1e Inetallec:lln wire 61eevee unc:ler walk6 anc:l c:lrlve6.
19. If there Ie a oonfllot l1etween the Irri0at1on Plan anc:l Speclfloatlone.
oontaot the Lanc:leoape Arohltecl:; Immec:llately.
20. Carefully review the lrii0atlon Speclfloatlone. The Contraotor ehall
pe re6ponel"le for alllteme oontalned therein.
21. Contractor 6hall fumleh owner with 2 ooplee of operation manuale
and water eohec:lullng times ae requlrec:l to euetaln the plant material.
Contractor ehalllnetruot the owner ae to the proper operation anc:l
maintenance of the entire Irri0at1on ey6tem prior to final aooeptanoe.
[Q:j
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GENERAL IRRIGATION NOTES
o
L 1:3" min. (BB om) --J
DOOR CLEARANCE
I I
I I
:3/4' (19 mm) CON DUIT--'/u
~OR 120/2:30 VAC
I 1_____ CONDUIT IN WALL FOR VALVE WIRES
~ (SIZED TO ACCOMODATE
I I ~EQUIRED NUMBER OF WIRES)
U
WALL OR PEDESTAL MOUNT
AS SPECIFIED ON PLAN
PVC LATERAL LINE
PVC LATERAL LINE
IRRIGATION CONTROLLER DETAIL
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RAIN BIRD 1806 POP~UP SPRAY HEAD DETAIL
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RAiN BiRD 11/2" ZONE CONTROL VALVE
150-PEB-PR6-D OR 150-PES6-PR6-D
AS SPECIFIED ON PLAN
-- PVC CAP (TYP.)
18/1 MIN. I-
I
24" MIN. TO
FINII~DE
AMETEK 1211 VALVE BOX
MODEL #AVB12 (OR APPROVED EQUAL)
FOR USE IN 11JRF AREAS OR SHRUB 6EDS
(USE LARGER VALVE 60X IF ASSEMBLY IS NOT
EASILY ACCESSI6LE FOR MAINiENANCE)
4" MIN. CLEARANCE
LOCKING VALVE 60X COVER
PURPLE FOR NON-POTA6LE SYSTEMS.
GREEN FOR POTA6LE SYSTEMS.
INSTALL VALVE 60X SO COYER IS
FLUSH WITH SURROUNDING GRADE
rvc ISOLATION BALL VALVE
SAME SIZE AS PVC LINE
SPECIFIED ON PLAN
SLEEVES
1'-43" MIN. II
DEPTH AS
SPECIFIED
IIIII
"
III "
<i "
, ....
PAVING
TRENCH
RAIN BIRD PR6-D
PRESSURE REGULATING
MODULE
'~PIPE OPENING (lYP)
PLASTIC LOCKING VALVE 60X COVER
PURPLE FOR NON-POTA6LE SYSTEMS,
GREEN FOR POTABLE SYSTEMS.
INSTALL VALVE 60X SO COVER IS
FLUSH WITH SURROUNDING GRADE
BLACK PLASTIC VALVE 60X 60DY
FINISH GRADE
l' -Bi"
1'-4"
PLAN VIEW
PVC LATERAL LINE
SIZE AS SPECIFIED
ON PLAN
SCHEDULE t}O
PVC "ELL"lYP.
AMETEK 12" VALVE
60X WITH LOCKING
COVER
NOTES:
1. ALL IRRIGATION SLEEVES TO BE SCHEDULE 40 PVC PIPE.
2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT.
5. WHERE mERE IS MORE THAN ONE SLEEVE. EXTEND THE
SMALLER SLEEVE TO 24-INCHES MIN. ABOVE FINISH GRADE.
4. MECHANICALLY TAMP TO 95% PROCfOR.
PAVING
II1I1
III
18/1 MIN.
24" MAX.
~
PVC CAP (lYP.)
U~~U~-l
1'"1f'
END ELEVATION
I 1'-7"
BLACK PLASTIC VALVE 60X 60DY
.1
PIPE OPENING (1YP)
SCHEDULE t}O PVC NIPPLE (LENGTH AND SIZE AS REQUIRED)
SCHEDULE t}O PVC ''TEE" (SIZE AS REQUIRED)
SIDE ELEVATION
11/2U ZONE CONTROL VALVE DErAIL
@ VALVE BOX DETAIL
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Phil Graham
& Company, P.A.
Landscape Architecture - Urban Design
436 Second Street North
St. Petersburg, Florida
33701-3012
Voice: 727-821-5225
Fax: 727-826-1626
Co~ht 2005 I1y Phil Graham
& COmpany. P.A. All r1ght5 re6elVea.
Thle c:looument Ie the propert;y of
Phil Graham & Company, P.A. It Ie
to l7e ueec:l only for the epeclflo
project Ic:lentlflec:l or referrec:l to
herein and 15 not to l1e ue;8d on other
projt:Gt6 or exten&lon& to thl& projecl;,
In whole or In part. except; I1y expreae
written aereement with ana compensation
to Phil Graham & Company. P.A.
Drawn I1y:
KAT
Date:
12-31-03
Checked I1y: PG
Revl610n Datee:
03025
IRD
O:3025"IRD.c:lwg
SECTION 02810 - UNDERGROUND IRRIGATION SYSTEM
PART 1 - GENERAL
1.01 CONTRACT PROVISIONS
A. Scope: The Contractor sh~ll furnish all called for design
drawings (unless otherwise provided), shop drawings. materials,
installation labor and equipment required to complete the work of
installing the irrigation system in accordance with the Contract
Documents.
B. Conformance: All materials, installation methods and design
criteria provided by the Contractor shall be in strict accordance
with the current Uniform Plumbing Code. Uniform Mechanical
Code. state statutes and prevailing county and/or municipal
ordinances.
. C. Responsibility to the Owner: The Contractor shal' not Willfully
install the plumbing irrigation system as specified in the Contract
Documents when it is obvious in the field that there are
obstructions, grade differences and/or discrepancies in area
dimensions until such conditions are brought to the attention of
the Owner or Landscape Architect.
D. Revisions and Changes: Any and all substitutions, changes,
additions or deletions to the Contract Documents shall be expressly
approved by the Owner through written addendum copied to the
Landscape Architect.
E. -Utilities and Structures: Attentionr~s directed to ~he fact that
overhead, underground and surface utilities, structures and
vegetation are in the are~ of the work and must be protected
against damage during the progress of the work. The Contractor
shall be held responsible and liable for any damages incurred
resulting from his negligence.
F. Protection and Safety: The Contractor shall be responsible
and liable for the protection and safety against injury of
property and persons on or about the project site during the
term of his work. The Contractor shall provide and properly
maintain necessary warning signs and lights. barricades.
railings and other safeguards. The Contractor shall conform
with the current Occupational Safety and Health Standards
Act standards and shall carry in-force Workmens'
Compensation, vehicle and occupational liability insurance.
G. Site Familiarity: Where and whenever possible, the Contractor
shall visit the project site to examine such conditions as soils.
vegetation, utilities, structures, water supply. etc., as they will,
influence the work pursuant to bid submission and/or contract
execution.
H. Permits and Fees: It shall be the responsibility of the
Contractor to determine and acquire any and all permits and
licenses required relevent to the irrigation contract and to
assume the cost for such.
I. Utility Connections: Location of utility connections shall
shown on the plans (if provided) or as designated by the
utility company. The Contractor shall include in his bid all
costs for such utility connections. unless otherwise
specifically stated in the bid proposal and Contract
Documents.
1.02 RELATED-DOCUMENTS
A. All provisions of the Contract. including General and Special
Provisions and Drawings, apply to work specified in this Section.
1.03 SUBMITTALS
A. Product Data: Submit manufacturer's technical data and
installation instructions for underground sprinkler system.
B. Equipment Selection: If not provided. submit a schedule
of equipment to be installed, to include: pump. pressure tank,
pump accessories, automatic controll~r. zone control valves. gate
valves. vacuum breaker valves. pressure throttl~ valves. direct
burial wire. pop-up rotor heads, pop-up spray heads. fixed shrub
heads, bubbler heads, special ~urpose heads. and valve boxes.
Should a well be installed provide: estimated well depth. well
type (shallow or deep). and well size.
C. Design Data: The Contractor shall prepare and present design
drawings (if a complete irrigation plan is not provided) and
equipment specifications which shall be subject to review and
approval by the Owner and/ or Landscape Architect prior to
awarding the irrigation contract. Upon approval ~nd execution
of the contract agreement. the subject drawings and specifications
~ll be incorporated into. and become part of, the Contract
Documents.
1.04 DEFINITIONS AND ABBREVIATIONS
'A. The Definitions and abbreviations given here below shall be
considered a part of these specifications and shall apply to the
interpretation and execution hereof.
1. Owner: To be known as that entity which holds title or
control to the premises on which the work is performed.
2. Landscape Architect: This person or firm is the responsible
representative of the Owner who produces the landscape and/or
irrigation plans and specifications.
3. Contractor: In reference to these specifications. the
"Contractor" shall mean the irrigation contractor bidding on
and/or being awarded the contract fo~ the work stipulated.
Said Contractor shall be duly licens~d and insured as an
irrigation supplier/contractor to perform nece~sary water
supply and distributiOn functions in the state, county and
municipality where the work is to be executed.
4. Project: The project as referenced herein shall be that
tract of rea] property where the irrigation system is to be
installed.
5. P.S.I.: Static water pressure shall be given as pounds per
square inch, abbreviated P.S.I., and where (1) P.S.I. shall
equal 2.31 feet of head.
6. G.P.M.: Volume of water shall be given as gallons per minute
abbreviated G.P.M.
7. ~ A zone ,shall be defined as a group of heads operating
at the same time downstream under a common control valve. A
zone shall be derived as further described hereinafter on the
basis of available water pressure and volume and physical
location/orientation.
B. P.y.C.: P.V.C. shall denote the abbreviation for polyVinyl
chloride material used in the manufacture of pipe and fittings
as further specified hereinafter.
9. Contract Documents: For the purposes of bid submission,
contract agreement and execution of the work. the contract
documents shall be binding upon all parties and shall include
but not be limited to applicable plans. details, schedules.
specifications and bidder instructions.
10. Equivalency: Relevant to manufacturer product 1ines
specitied herein. equivalents shall be of like type,
manufacture, design, material. operation and performance. They
shall be approved by the Landscape Architect.
11.
The Plans: Design drawings and/or
the Owner or Landscape Architect.
between the plans and the written
shall prevail.
specifications provided by
In the event of conflict
specifications. the plans
12. Polypipe and Polyconnectors: A flexible polyethylene pipe
and fittings used in swing Joints, head and pipe connectors and
emi tter' systems.
PART 2 - PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Available Manufacturers:
1. Subject to compliance with requirements. manufacturers offering
products which may be incorporated in the work include. but are
not limited to. the following:
a. Muellermist Irrigation Co.
b. Rain Bird Sprinkler Mfg. Corp.
c. The Toro Co., Irrigation Division
d. Weather-Matic Division/Telsco Industries
e. Hunter Industries
2.02 MATERIALS
A. General:
1. All material shall be of new stock and best grade of its kind.
It shall be as specified unless otherwise specifically approved
by the Owner. Materials not named shall be subject to approval
or rejection by the Owner. In all cases. 'workmanship and'
material shall conform to the local pl~mbing code having
Jurisdiction. Materials shall be installed as recommended by
the Manufacturer.
~. Plastic Pipe:
1. Plastic pipe shall be rigid. high impact, Type I. unplasticized
polyvinyl chloride extruded from virgin parent material Geon
8700A or Geon 8714. The pipe shall be homogeneous throughout
and free from visible cracks, holes. foreign materials,
blister, deleterious wrinkles or dents and shall conform to the
following dimensions and physical properties:
a. All plastic pipe shall be continuously and permanently
marked with manufacturer's name, kind of pipe. material
size. IPS. NSF approval. schedule and type.
b. Plastic pipe shall be as manufactured by Lasco. Celanese,
Pacific Western, Johns Manville. Colonial, Universal.
c. Polyethylene pipe to be used for swing Joints.connectors or
emitters. at appropriate P. S. I. ratings.
2. Mainline: All piping under constant pressure. between meter
and/or supply system, and control valves shall meet local code
or shall be P.V.C. Class 315 P.S.I.(schedule (0) unless
otherwise approved by the Landscape Architect.
3. Lateral Lines: All piping under intermittent pressure.
downstream of control vallves. shall be rigid P. V. C. Class 160
P. S. I.
j---
4. Under Pavement Lines: All piping under concrete and asphalt
vehicle pavement. curbs. unpaved areas subject to other than
normal loads and exclusive of standard 3' to 5' wide reinforced
concrete pedestrian walks shall be rigid P. V. C. Schedule 40
(Schedule 80 if required by local codes).
C. Pipe Fittings:
1. Plastic pipe fittings to be installed shall be medium weight
injection molded for virgin Type II high impact unplasticized
rigid polyvinyl chloride (P.V.C.) molding compo~nd. Geon B704,
or equal. All plastic slip couplings shall be extruded
fittings from same material as specified for plastic piping
herein. Plastic pipe cement and lubricant shall be as
recommended by pipe manufacturer.
2. Galvanized pipe and fittings: where indicated, or required by
code. use galvanized steel pipe ASA schedule 40 mild steel
screwed pipe. Fittings shall be medium galvanized screwed,
beaded maleable iron. Galvanized couplings may be a merchant
coupling.
D. Sprinkler Risers and Connectors:
1. Shrub risers are to be Schedule 40 (preferred). P.S.I. 160
(acceptable). unless otherwise specified on the plans.
2. Pop-up'spray and rotor connectors (from tee to head base)
are to be threaded. flexible polyethylene.
E . Val ves :
1. General: Manufacturer's standard, of type and size required,
and as herein further specified.
2. Automatic Circuit Valves: Globe or angle configuration
valves operated by low-power solenoid. normally closed, manual
flow adjustment. All electric/hydraulic control valves shall
be fully compatible witn the automatic controller with respect
tdthe type of control. voltage. amperage or pressure
specificati,:ms and "normal"sequence positioning.
3. Quick Couplonq Valves: shall have a brass two-piece body
designed for working pressure of 150 P.S.I. operable with
a quick coupler. Key size and type shall be as shown on the
plans or presented in tne equipment schedule.
F. Sprinkler Heads:
1. Gener~l: Manufacturer's standard unit designed to provida
uniform coverage over entire area of spray shown on drawings at
available water pressure.
2. Pop-Up Spray: Fixed or adjustable pattern. with screw-type
flo~ adjustment and stainless steel retraction spring~
3. Pop-up Rotary Sprays: Gear dri~en, full circle and part
circle.
4. Pop-Up Rotary Impact: Impact drive, full circle and part
circle (use only if specifically requested).
5. Emitter and Micro Sprays: Manufacturer's standard units
designed to provide uniform coverage over the entire area
to be irrigated.
G. Valve Boxes:
1. All gate and control valves shall be set in valve boxes with
snap lock covers flush with finished grade. Valve boxes shall
be "Nelson 8500". "Ametek" or approved equivalent.
H. Automatic Control System:
1. A minimum of a (14) day automatic controller shall be of a
capacity as required to efficiently operate the zones.
as given in the schedule of equipment, or noted on the plan.
Unless otherwise noted.the 120 volt electrical power to the
automatic controller location is to be furnished by others.
Th~ Contractor shall make,all connections in the 10w-v01tage
system between the automatic controller and the valves.
2. In consideration of the system size and available water
pressures. the Contractor shall schedule the controller time
clock to operate the system control as nearly as possible
between the hours of 11:00 P.M. and 7:00 A.M.
I. Sleeves and Conduits:
1. All pipe and wiring under paving shall be placed in separate
Schedule 40 P. V. C. sleeves and conduit respectively for the
full pavement covered length. Sleeves and conduit are to be
provided by the General_ Contractor as shown on the landscape
plan or determined in the field. Sleeves and conduit shall be
of adequate diameter to accommodate the pipe(s)/wire(s) with
sufficient free play to allow removal and reinstallation
without binding.
J. Control Wiring:
1. Connections between the automatic controllers and the electric
control valves shall be made with direct burial wire AWG-U.F.
#14-600 volt. Use red 'for pilot wire and white for common
wire. Install in accordance with valve manufacturer's
specifications and wire chart. Wiring shall occupy the same
trench and shall be ins'talled along the same route as pressure
supply or lateral lines wherever possible. Place wire under
water lines. Where more than one (1) wire is placed in a
trench. the wiring shall be taped together at intervals of ten
(10) feet. Tape to the bottom of the mainline at (B) foot
intervals when in common trench. When wire only is placed in a
trench, place under a continuous strip of subgrade-use
pressure-treated southern ye110w pine. 1" x 2". and attach to
board at (8) foot intervals. An expansion curl shall be
provided within three (3) feet of each wire connection and at
least everyone hundred (100) feet in length. Expansion curls
shall be formed by wrapping at least five (5) turns of wire
,around a ,pipe 1" (or more) in diameter. then withdrawirl'g pipe.,
All splices shall be made with pen-tite fasteners. All control
wiring or tubing routed beneath or through pavements, walks.
curbs and/or other structural elements shall be run through
P. V. C. Schedule 40 conduit of sufficient diameter for wire
pulling.
K. Backflow Prevention:
1. Backflow prevention shall be as approved by the local
governing body~
L. Gate Valves:
1. Gate Valves shall confolrm to federal specification WWV 54, Type
I. Class A, with all br'ass or bronze body, non-rising stem.
"Kennedy #427". "NIBCO #T-113", or approved equal.
M. Hose Bibs:
1. The valve assembly shall be entirely of brass construction.
Locate as shown on the plans or required in the notes and/or
specifications.
N. Pump Selection:
1. If plans are provided. see the equipment schedule for the size
and type of pump.
2. When plans are not provided. and on projects where a well and
pump are fea?ible in lieu of co~nty/municipal water supply.
the following criteria shall be exercised in the selection of
~he pump assembly:
a. Care shall be exercised to insure that the pump will
fulfill the capacity and total head requirements of the
system within the operating range recommended by its
manufacturer.
b. If the pump must operate at more than one designated point
on its performance curve. it shall be established that an
adequate water supply is available for each condition.
c. When a centrifugal pump is to be operated under a suction
lift. the vertcaldistance between the source of supply
and the center line of the pump, plus friction loss in the
suction line. shall not exceed the maximum ~llowable lift
specified by the manufacturer for the impeller diameter
and rotative speed involved in the application being
considered.
d. Submersible turbine pumps shall be selected so that the
rotative speed necesary to obt,ain the required performance
shall not exceed the maximum recommended by the pump
manufacturer.
e. Necessary pump accessories to provide a safe operation and
to prevent breakdowns in the pumping apparatus. (Pressure
relief valves, pressure regulating and sustaining valves)
pART 3 - EXECUTION
3.01 SYSTEM DESIGN
r~~'
A. General:
1. The Contractor shall provide an irrigation design when no
design is provided. The Contractor must provide pipe sizing
and all other required pertinant data design when a head
layout only is provided. All Contractor design must provide
for a 100% coverage to all plant materials and sod shown on
the landscape plan.
B. Desiqn Liability:
1. When irrigation plans are not provided with these
specifications the Contractor shall be fully liable for
the design of the irrigation system (or portion of the design
that the Contractor provides. ie., pipe sizing on a head
layout provided by others). The Contractor's design must
consistant with installation methods in respect to code
compliance, coverage, application. distribution and operation.
C. Desiqn Pressures:
1. Design Pressures should be as recommended by the manufacturer
for optimum distribution patterns and droplet size for each
type of head and pipe selected; or as indicatedon drawings.
The actual operating nozzle pressure of any sprinkler in the
system shall not deviate from the design operating nozzle
pressure.
D. Location bf Heads:
1. If no plan accompanies these specifications, heads shall be
placed per manufacturer's recommended maximums, but in no
case shall it exceed a distance equal to 60% of the
manufacturer's effective diameter rating if the sprinklers
are placed in a square of rectangular pattern, nor 70% if in
an equilateral triangular pattern.
2. If a plan or head layout is provided, the location of
heads are approximate. Make minor adjustments as necessary
to avoid plantings and other obstructions and to obtain
coverage.
3. Sprinklers shall be selected and placed to so as to avoid
minimizing distribution patterns. Where interference is
unavoidable. sprinkler placement shall be adjusted to
compensate for, or minimize. the resultpnt distortion of the
distribution pattern. Where different types of sprinklers,
sprinkler coverage patterns. nozzles or nozzle sizes . and/or
design operating nozzle pressure ~re combined in a system.
only those elements with the same precipitation rate shall be
zoned together.
4. The design application rate shall not exceed the intake rate
of the soil nor shall the gross application rate be lower than
0.10" per hour.
5. The system design shall provide the capability of accomplishing
one complete watering of the entfre area or areas under the
system within a period of time no greater than that currently
being recommended by recognized authorities for the particular
combination of soil type and vegetation being irrigated,
except that this period shall not exceed 24 hours.
6r Friction losses for pipe will be determined by the Hazen-
Williams Formula. The retardance coefficient for P.V.C. pipe
shall be 150 and for galvinized steel pipe 100. "C" factors
for other products shall be determined from Marks Mechanical
Engineers Handbook or other comparable friction loss table.
Maximum water velocity shall not exceed 6.5 feet per second in
any part of the system.
3.02 TRENCHING. SOD AND BACKFILLING
A. Trenching:
1. Trenches shall be dug straight. Trench bottoms shall be at
true gradient providing support to pipe through its entire
length and shall be free from rocks, clods. debris and sharp-
edged objects. The minimum depth. of lines measured to top of
pipe. unless otherwise indicated on plans. shall be as stated
herein.
a. Main lines and quick coupler lines shall be 18".
b. Lateral sprinkler lines shall be 12".
c. Non-pressure rotor head lines shall be 15".
d. Provide minimum cover of 1B" for all control
wiring.
B . Sod:
1. Where required or indicated on the plans, existing sod shall be
removed where trenches are to be dug. and shall be protected
from drying and replaced within 48 hours. Sod shall be cut in
such a manner that a minimum of 2" of soil remains on the
roots. The soil should be moist. but not wet. to prevent
excessive loss due to crumbling. The contractor shall be
responsible for the sod throughout the period of contract.
C. Backfi111nq:
1. Backfill shall not be pl~ced until the installed irrigation
system has been thoroughly inspected andtested and by the
Contractor (the Owner may request in writing an inspection by
his own personnel prior to backfilling of trenches). Backfill
material shall be approved soil, free from large rocks, debris
or sharp objects. In general. the material removed from
excavation may be used. Excavated rocky material shall be
removed from the site and suitable fill material obtained for
backfill. Backfilling shall be done when pipe is not in an
'expanded or contracted condition due to temperature extremes.
Cooling of the pipe can be accomplished by operation of the
sys~em for a short time before backfill, or by backfilling in
the early part of the morning before the heat of the day. Long
runs of P. V. C. pipe shall be "snaked" in the trench to allow
for contraction. Backfill shall follow excavation with the
least possible delay. Open trenches shall be adequately
protected to cause the least pO,ssible,hazard to and interfer-
ence with people and animals; Backfill shali be compacted by
tamping while soil is moist (not wet). The operation shall be
repeated until finished grade of backfilled trenches matches
that of adjacent soil.
3.03 INSTALLATION
A. General:'
1. Unless otherwise indicated, comply with requirements of the
Uniform Plumbinq Code.
B. Circuit Valves:
1. Provide union on downstream,side.
2. Adjust automatic control valves to provide flow rate of rated
operating pressure required for each sprinkler circuit.
3. Wherever possible, locate valves in plant bed at'eas for best
concealment and accessibility.
4. Valves are to be installed in "Ametek", or equivalent. valve
boxes. large enough to accomodate maintenance and operation af
valves. Provide a 1/2" 'diamente'r river gravel sump 3" thick at
bottom of valve pit.
C. Piping:
1. Storage and Transportation: Pipe shall be handled and stored
in a manner to prevent damage. The plastic pipe and fittings
shall be stored under cover, and shall be transported in a
vehicle with a bed long enough to allow the length of pipe to
lie flat so as not to be subject to undue bending or concen-
trated external load at any point. Any plastic pipe that has
been dented or damaged shall not be used unless such damage has
been ,cut and pipe is rejoined with a coupling.
2. Cleaning Requirement: Clean interior of pipe thoroughly and
remove all dirt or foreign matter before lowering pipe in1to
trench. Keep pipe clean during operations by plugs or other
approved methods. The ends of all threaded pipe shall be
reamed out full size with a long taper reamer so as to be
partially bell-mouthed and perfectly smooth. All offsets shall
be made with fittings. All water lines shall be thoroughly
flushed out before heads are installed.
3. Unknown Utilities: Notify the Owner. Project Manager or utili-
ty authority promptly should utilities be found that are Inot
shown on the plans. Failure to do so will make the Contractor
liable for any subsequent damage caused by his operations.
These utilities may be relocated or removed as directed.
4. Lay pipe on solid sub-base. uniformly sloped without humps or
depressions.
5. Install P.V.C. pipe in dry weather when temperature is above 40
degrees Fahr~eit in strict accordance with manufacturer's
instructions. Allow Joints to cure at least 24 hours at
temperature above 40 degrees Fahrenheit before testing. unless
otherwise recommended by manufacturer.
6. Welded Joints shall be given at least 15 minutes set-up curing
time before moving or handling. Pipe shall be partially center
loaded to prevent arching and whipping under pressure. Plastic
pipe shall be cut with a hand saw, hacksaw or other tool ap-
proved for such use in a manner so as to insure square ends.
Burrs at cut ends shall be removed prior to installation so
that a smooth unobstructed flow will be obtained. All plastic-
to-plastic Joints shall be solvent-weld Joints. Only-the sol-
vent recommended by the pipe manufacturer shall be used. The
solvent-weld Joints shall be made in the following manne~:
a. Thoroughly clean the mating pipe and fitting with a clean
dry cloth.
b. Apply primer to all connections prior to applying solvent.
Use only compatible primer following manufacturer's
specifications.
c. Apply a uniform coat of solvent 'to outside of the pipe with
a non-synthetic bristle brush. Apply solvent to the
fitting in a similar manner.
d. Reapply ~ light coat of solvent to pipe and qUickly insert
i~ into the fitting. Give the pipe or fitting a quarter
turn to insure even distribution of the solvent and make
sure that the pipe is inserted to the full depth of the
fitting socket.
e. Hold in position for 15 seconds. Wipe off excess solvent
that appears at the outer shoulder of the fittings.
f. Care shall be taken so as npt to use an excess
amount of solvent thereby causing a burr or obstruction to
form on the inside of the pipe. The Joints shall be
allowed to set at least 12 hours before pressure is
applied to the system.
7. Pipe Joints and Controls: Jointing. in general. shall be
performed by competent tradesmert specially trained in the type
of work required and using tools and equipment recommended by
the manufacturers of the pipe. fittings or equipment.
8. Galvanized Steel Pipe and Fittings: Threads shall be sound.
clean cut, and well fitting. Threaded Joints shall be made up
with the best quality pure Joint compound or lead paste.
carefully and smoothly placed on the male threads only.
throughout the system. Any leaky Joints shall be remade with
new material. Use of thread cement or caulking to make joints
tight will not be permitted. All cut ends shall be remade to
full bore before assembly.
9. Plastic to Steel Connections: Male thread plastic to female
thread st~el shall be used. The same shall apply to plastic
and brass or other metal. In no case shall metal be screwed
into a plastic fitting. A non-hardening pipe dope such as
"Permatex No.2". or equal, shall be used on threaded pl~stic
to meti!!l joints, and light wrench pressure is that should be
used.
D. Sprinkler Heads and Adjustment:
1. Sprinkler heads shall be installed in a plumb position at
intervals not to exceed the maximum spacingspecified by the
manufacturer for project conditions, or as indicated on 'the
drawings.
2. Heads in turf areas shall be installed 2" minimum to 6"
maximum away from the edge of the curb or walk. and shall
be set 3/8" below the edge of the curb or walk. All heads
shall be installed on flexible connectors or swing Joints and
shall allow for vertical adjustment of heads. 4" pop-up
spray heads or pop-up rotors (where appropriate) shall be
used in turf areas.
3. All groundcover areas, including mass plantings of dwarf
shrubs not exceeding 22", shall be irrigated with 12" -
pop-up spray heads and extenders (if required).
4. Shrub risers shall only be installed in hedges or mass
plantings of large shrubs and are not to extend more than 3"
above'the installed height of. the shrub. If risers are used in
hedges abutting parking areas, they must be placed a minimum of
~O" away from back of curb and imbedded in hedge so as not to
been seen'or damaged by vehicle overhang. All risers and other
above-ground piping and fixtures shall be painted with a
permanent flat black enamel paint. Stake all risers over 2'
with 1/4" reinforcing rod fastened securely to riser.
5. Sprinkler Connectors: Provide swing Joints on all pop-ups and
rotors located adjacent to vehicular and pedestrian ways.
Flexible polypipe may be used as swing Joints. In all other
conditions (unless otherwise specified on the plans) use
threaded, flexible polyethylene connectors onpop-up sprays,
rotors and shrub risers between tee and base of head.
6. Pop-up heads adjacent to vehicle pavement that is not curbed
shall be installed with concrete donut protectors set flush
with the top of the heads. Heads installed adjacent to
pedestrian curbs or walks shall be installed 6" away from the
curb or walk. Where adjacent to buildings, fences or similar
structures, heads shall be installed 6" away from the structure.
7, Install no multiple assemblies on plastic lines. Provide each
assembly with its own outlet.
8. Adjustable sprinklers shall be adjusted by fully opening the
sprinkler farthest from the control valve. The manual adJust-
ment of the control valve shall be opened slightly to obtain a
12" high spray at the sprinkler mentioned above. After this
condition has been met, all other sprinklers in the section
shall be adjusted for equal height sprays, regulating the
ccmtrol valve as required to maintain this condition. With
pressure gauge on the sprinkler first opened. the control valve
shall be adjusted to obtain the catalog rated pressure for the
sprinkler installed. Individual heads shall be rotated as
required to keep sprays within the areas of lawn or shrubbery.
If i~ is determined that adjustments in the irrigation equip-
ment will provide proper and more adequate coverage, the
Contractor shall make such adjustments prior to planting.
Adjustments may also include changes in nozzle sizes and
degrees of arcs as required.
3.04 TESTING
A. General:
1. In no event shall the Contractor cover up or otherwise remove
from view any work under this contract that has not been
thoroughly inspec~ed and tested. The Owner and/or Landscape
Architect shall be present at time of inspection and testing
unless this right is waived by the Owner and/or Landscape
Architect. Any work 60vered prior to being inspected shall be
opened to view by the Contractor at his expense. Notify the
Owner and Landscape Architect when testing will be conducted.
B. Pressure Testing:
1. All pressure lines shall be tested prior to backfill OT Joints.
As soon as lines are connected. flushed out, and valves are
attached. cap all outlets and hydrostatically test at available
pressure fora continuous 4-hour period, at the end of which
the lines and joints shall be inspected. If leaks develop~ :"the
Joint or Joints shall be repl~ced, and the tests repeated until
all leaks are repaired. Any covered pipe found to leak, s'ha1l
be excavated and repaired at the Contr~ctor's expense.
3.05
j--"
C.
Operation~l Testing:
1. The entire installation shall be placed in operation by the
Contractor and tested in the presence of the Owner or his
Representative for proper functioning as a whole. Location and
arc of heads shall be adjusted if required to eliminate any dry
spots. over-water or spil~age on adjacent areas and to prevent
overspray onto walks, roadways and buildings as much as
possible.
AS BUILT RECORDS AND ADDITIONAL EQUIPMENT
A.
General:
1. The Contractor shall furnish the Owner with record d~awings of
"as built" conditions using a reproducible-sepia of the
original Contractor's irrfgation design drawing and to include
as follows:
a. Location of water supply (water meter, wel,-'and pump. or
effluent).
b. Well and pump "shop" installation details as applicable.
c. Tie-in and Owner/General Contractor furnished electrical
service and disconnects.
d. Location of valve controller and other' control equipment.
e. Routing and sizing of sprinkler pipe.
f. Location and type of sprinkler heads.
g. Location and size of anti-syphon. gate and zone control
valves.
h. Routing of zone control valve electrical wiring/hydraulic
tubing. ~'
i. The location of all "as built" conditions different from
the original drawing shall be to scale from permanent
points of reference. Exact location of main lines, control
cables. and control valves shall be shown.
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B.
Final Delivery:
1. On or before the date of the final inspection. the Contractor
shall deliver the corrected and completed sepias to the
Architect. Two sets of blueprints of the "as built" drawings
shall be given to the Owner as permanent record copy. Delivery
- 'of the sepias will not relieve the Contractor, of responsibi,Jity
of furnishing required information that may be omitted fro~,(the
prints.
C.
Tools:
1. The Contractor shall provide as part of this contract two sets
of sprinkler wrenches for adjusting. cleaning or disassembling
each type of,sprinkler. Two each of any special tools required
for any other equipment shall also be furnished.
D.
Manuals:
1. Two service manuals for all equipment used shall be furnished
to the Owner. Manuals may be loose-leaf and should show
drawings or exploded views of equipment and catalog number.
Operation instructions for all equipment, ,hall be furnished.
3.06
GUARANTEE
A.
General:
1. The entire sprinkler system shall be guaranteed for reasons
other than neglect. abuse. accidental damage, undue weather
conditions and/or any other Acts of God. by the Contractor to
give complete and satisfactory service as to materials and
workmanship for a period of ne yearfrom the date of final
acceptance of work by the Owner.
B.
Corrections:
1. Should any trouble develop within the specified guarantee
period which in the opinion of the ,Owner is due to inferior or
faulty materials and/or workmanship, the tr.ouble shall be
corrected without delay by the Contractor. to the satisfaction
of and at no expense to the O'wner.
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Liability:
1. Any and all damage to rain water drains, water supply lines,
gas lines and/or other service lines, shall be repaired and
made good by the Contractor at no extra cost to the Owner. It
is the responsibility of the Contractor to be aware of the
locat,ion of all utilities or other permanent or non-permanent
installCltions and to protect these installations from any
damage whatsoever.
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SECTION 13, TWP. 29 S., RNG.
15 E., PINELLAS COUNTY, FLORIDA
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o 20 40 60
GRAPHIC SCALE
1 lneh = 20 ft.
lOTS 1 lHRO.JGH 12. MIDWAY 9JOOlVlSlON, AlSO 11iE STRIP ri lAND lYING YfST ri
AfOREMENTIONED lOTS 1 AND 12 ANt) EAST Cf lHE RlGiT-ri-WAY ri HERCUlES AVENUE BEING
BOONOED ON H NORnt BY A YlSTERlY PROXCllON Cf 11iE NORlH UNE Cf SAIO lOT 1 AND
BOONDED ON 1HE SOOlH BY A YlSTERlY PROJ:CTION ri 11iE SOOni UN( Cf SAID lOT 12.
ACCORDING TO TIiE MAP OR PlAT n-tEREri AS RECORDED IN PlAT BOOK 13, PMl 4, \i TIiE
PUBUC RECORDS Cf PINEllAS COONTY, RORIOA (SlJBXCT TO ~Y MAINTAIN RIGiT-(f-WAY
ClAIMED BY lOCAL OR STATE GOVERNMENT).
THE ABO'vf. DESCRIBED PROPERlY APPEARS TO BE IN ZONE X. IN ACCORDANCE 'MlH 11iE fIRM
MAP ri PINEllAS OOJNTY, COMMUNllY PANEl NUMBER 12103C-0109-G, MAP REVISED
SEPTEMBER J. 2001
SURVEY ABBREVlAllONS
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ROMAN AND ROMAN, P A
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lJISII .. LOllfST HORlZ(>>jI,ll SUPPalTIHG t.lOOOl
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0/5 .. <ffW'
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PaJ .. PfRIIANEHT C(>>/lR(l POINT
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PI( .. P ARKDI KALal
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Pal .. PaIIT is !mlNlHC
POC a jlaHf rs Cc.liOCOlENT
P(l .. POO<< ()l1JNE
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REfaflrolEN(I
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TRANS .. lRANSfORllfJl
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UlI. .. UlIUTY
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VRF .. \H FEHCE
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,
... AB8RE'MTIONS YAY AlSO BE CONCAltNAlED AS REQUIRED.
*** om COIAIONlY RECOGNIZED ~D/OR ACCEPtED ABBREVIATIONS ARE AlSO U1lUZED BUT NOT SPEClflED HEREON.
1. UNlESS omu STAtED, '!HE PROPERTY DESCRIPTION SHOWN HEREON WAS PROVIDED BY 1HE WENT, OR aJEHfS
DESlGNAlED AGENT.
2. UNDERGROUND lMPRO\64ENTS. INClUDING BUT NOT Ui.tllED TO BUIlDING FOUNDATIONS. HAVE NOT BEEN LOCATED
EXCEPT AS SHOv.N HEREON.
J. INACCESSlElE ABOVE GROUND IMPROVEldENTS (E.G. BUILDING OVERH~GS. THOSE YATHIN SECURED AREAS, ETC.), HAVE
NOT BEEN LOCATED EXCEPT AS SHOYM HER€ON.
4. UNlESS OTHERYASE STAlED, n1IS SURVEY WAS PREPARED YATHOUT THE BENEfIT \f A 11M SEARCH ~D WAY BE
SUB.tCT TO ADDITIONAl EASEUENTS. RlGHT...{f-WAYS, ANI) om MATTERS \f RECORD.
5. THERE ARE NO Y1SIBlE ENcRoACHIAENiS, EXCEPT AS SHOYM I-EREON.
6. BECAUSE ~ THE POSSIBllTY rE MOUNT \f THE MONUMENT" TION mow ITS ORIGINAl PlACEMENT BY PERSONS
om niAN THE SUR\{YOR, IT IS REOOIAlENDEO THAT PRIOR TO ANY NEW Il.lPRO\6IENTS ON 1lf: PR<PERTY
THE POSITION rE '!HE MONUMENTAnON BE VERffO.
7. UNAUTHORlZEO COPIES AND/OR REPROOUCTIQNS VIA ~y MEDIUM rE THIS DOCUMENT OR ANY PORTIONS 1lf:RE~
ARE EXPRESSlY PROHIBItED WlTHOUl THE SIGNING SURVEYOR'S lflTTEM CONSENT.
8. BASS \f BEARINGS IS ASSUMED.
9. All BUIlDING Its. PROPERTY MARKER LOCATIONS AND om Silt IMPROVEMENT LOCATIONS SHOWN HEREON ARE
t.EA.SURED PERPENDicUlAR TO ADJACENT BOUNDARY tiNEs, UtliSS OIDWSE STATED.
10. A..OOD ZONE DESIGNATION MfJ/OR FLOOD ZONE UNES (f ANY) SHOYM HEREON HAVE BEEN SCA.lEJ) FRO., 1lf:
RlRRENCEI) YAP AND ARE APPRQXNAJE. THE TRUE A..OOD ZONE UNES UUST BE DETERt.llNED BY AN ENGINEER.
11. n1IS SURVEY DOCS NOT DETERMlNE ORJMPlY OWNERSHIP.
12. THERE NAY BE ADDITIONAL RESTRICTIONS. EASEMENTS OR om MATTERS ~ RECORD THAT ARE NOT SHO~
HEREON THAT MAYBE FOUND IN 1lf: PUBUC RECORDS ~ THIS COUNTY.
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~ - SIGN
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"tf - FIRE HYDRANT
------------- - OVERHEAD ~RES
o
REV I :s
REVISION MADE
REVISED \\f:ST BOONDAAY UN[
REVISED PARKING MV.
N S
JJB NUMBER
030435
030895
BOUNDARY SURVEY
J:)B NUMBER: 98Q325 DATE SURVEYED: 6-4-1998
DRAWING fILE: 980325.DWG DATE DRAYtN: 6-~1998
LAST RE\4S1ON: 12-24-2003 X REfERENCE: .N A
GEORGE A. SHIMP II
AND ASSOCIA.TE8," INCORPORATED
LAND SURVEYORS LAND. PlANNERS
33111 lJ,SQIYJ BOUtJ'Y1l?A SUII'll
, PJlK,JlJl!Bb/l, ,tb,RfI!J, Jlt81, J
La 1834 PHOJf.l (11,1174I..-S-I9,II'O(f/7)18.I-USI
ORA WING fiLE
030435.0WG
030895.DY<<;
CERIflCATION: I HEREBY CERlFY TO 1HE BEST (1' ~Y KNQ'M.fDG[ AND BEUEf
mAT THE SURIC SHO'Mt HEREON SUBStANnAU. Y t.lEITS 1i-( IoIlN[t.!UY TECHNICAl
STANDARDS fOR lAND SURI,{'fING ~B8) IN THE STAlE CS FtORtOA RlU 61G17.
f.A.C. FUR'THERWORE, THIS CERlfICAJION. SHAll. HOT EXn:HD TO ANY OTHER PERSONS
OR PARTIES OTHER lHAN THOSE NAl.IED ON THlS SURIC AND SHAll HOT BE
VAllO AND BINDING AGAINST THE UNDERSIGNED SUR\(YOR 'MlHOUf M ORIGINAl
RAISED 'VL lURE t;I THE fLORIOA lJC(NSED SUR\{YQR AND MAPPER.
DAlt
9-18-2003
12-24-2003