FLD2004-10074 (2)
FLD2004-1 007 4 .
18940 US Hwy 19N
Crown Eurocars, Inc
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CITY OF
CLEARWATER
LONG RANGE PLANNING
DEVELOPMENT REvIEW
PIANNING DEPARTMENT
POST OFFICE Box 4748,' CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRnE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
January 20,2005
B.D. Armstrong III, Esquire
Jolmson, Pope, Bokor, Ruppel & Burns, LLP
P.O. BOX 1368
Clearwater, FL 33757-1368
RE: Development Order - Cases FLD2004-10074
18940 U.S Highway 19 North
Dear Mr. Armstrong:
This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community
Development Code. On January 18,2005, the Community Development Board reviewed your requests
for Flexible Development approval to permit vehicle sales and display with a reduction to the front (east)
setback from 25 feet to 15 feet (to pavement), a reduction to the side (north) setback from 10 feet to five
feet (to existing pavement), a reduction to the side (south) setback from 10 feet to six feet (to existing
pavement), an increase to building height from 25 to 26 feet (to flat roof deck) with an additional four
feet for an architectural embellishment (from roof deck) and deviations to permit the outdoor display of
vehicles and to permit direct access to a major arterial street, as a Comprehensive Infill Redevelopment
Project, under the provisions of Section 2-704.C, and a reduction to the width of the required foundation
landscaping adjacent to the building from five feet to one foot, as a Comprehensive Landscape Program,
under the provisions of Section 3-1202.G. The Community Development Board (CDB) APPROVED
the applications with the following bases and conditions:
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.
The proposal is compatible with the surrounding area and will enhance redevelopment efforts.
Conditions of Approval:
1. That all vehicle display will be limited to approved areas. Vehicle display shall not be
located in any required parking spaces in any required landscape buffers, any drive aisles
or within the US Highway 19 N right-of-way.
2. That the use of outdoor loudspeakers or phone ringer systems be prohibited;
3. That truck vehicle loading & offloading must occur on-site.
4. That portion of south chain link fence the proceeds east of front building line is removed.
BRIAN J AUNGST, MAYOR-COMMISSIONER
HoYf Hfu"lILTON, VICE MAYOR,COMMIS~IONER WHITNEY GRAY, CO~\~lIS~IO[\rR
FRMK HIBBARD, COMMISSIONER @ Bill JONSON, CO\IMISSIOMR
"EQUAL EMPLOYMENT AND AFFIRMAl IVE ACTION EMPlOYER"
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January 20, 2005
Armstrong - Page Two
5. That all tree trimming will be performed to ANSI A-300 standards by a certified arborist.
Provide confirmation prior to building permit.
6. That signage meet Code, be consistent with the exterior colors and materials of the
building.
7. That a revised landscape plan, acceptable to the Planning Department, be approved prior
to the issuance of any site improvements permit.
Pursuant to Section 4-407, an applicationJor a building permit shall be made within one year of Flexible
Development approval (January 18, 2006). 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 Coordinator may grant an extension of time for a
period not to exceed one year and only within the onginal period of validitY. The Community
Development Board may approve one additional extension of time after the community development
coordinator's extension to initiate a building permit application.
The issuance of this Development Order does not relieve you of the 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.
Additionally, 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 meeting. 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 February 1,2005 (14 days
from the date of the CDB meeting).
If you have any questions, please do not hesitate to call Keyl Groff, Planner II, at 727-562-4539. You
can access zoning information for parcels within the City through our website:
www.mvclearwater.com/gov/depts/planning. *Make Us Your Favorite!
Sincerely,
Cynthia H. Tarapani, AICP
Planning Director
S IPlannmg DepartmentlC D BIFLEX(FLD)IPendingcaseslUpfor the next CDBIUSHwy 19 N 18940 Crown Audi (C) 11805 CDB-
KGIGulfvzew S 521 Development Order doc
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NEW SHOWROOM AND SERVICE BUIJ.JDING
CLEARWATER, FLORIDA
SITE PLAN APPROVED
CASE # Ft-PL.o04 - JOo-,"f
CASE lYPE -
DRC DATE
COB DATE
SIGNATURE
DATE
ARCHITECT
SUNCOAST DESIGN GROUP IN'C.
5180 113th Ave. N.
Clearwater, Florida 33760
(727) 561-0764 voice
(727) 571-3773 fax
GENERAL CONTRACTOR
SUNCOAST AUTOBUILDERS INC.
5180 113th Ave. N.
Clearwater, Florida 33760
(727) 561-0764 voice
(727) 571-3773 fax
STRUCTURAL ENGINEER
MASTER CONSULTING ENGINEERS
2907 Bay to Bay Blvd. Suite 201
Tampa, Florida 33629
(813) 835-4885 voice
(813) 835-5226 fax
MECHANICAL ENGINEER
ADVANCED SYSTEMS ENGINEERING, INC.
13555 Automobile Blvd. Suite 510
Clearwater, Florida 33762
(727) 540-9376 voice
(727) 540-9396 fax
ELECTRICAL ENGINEER
APG ELECTRIC
4825 140th Ave. N. Suite K
Clearwater, Florida 33611
(727) 530-0077 voice
(727) 530-0045 fax
SITE LOCATION MAP
PROJECT INFORMATION
PROJECT SCOPE
..
Ie.""
~
MIXED OCCUPANCY:
GJROUP IBI BUSI~JESS -
GJROUP lei STORAGJE _
S140WROOM .. OFFICEe
SERviCE FACILI'TY .. PARTS
TOT AL BUILDING AREA
COMPRESSOR.c OIL CONT.
CANOFIES
12,331 ea. FT.
ltZ>p85 ea. FT.
22,~1~ ea. FT.
4~~ ea. FT.
1,6~~ ea. FT.
DEMOLITION OF THE EXISTING STRUCTURE IN ITS ENTIRETY. PREPARATION OF THE SITE
AND CONSTRUCTION OF A NEW AUTOMOTIVE DEALERSHIP SHOWROOM, GENERAL
OFFICES AND SERVICE AREA, AND UPGRADE TO THE PARKING AREAS. DRIVEWAYS,
SITE WORK, UTILITIES, LANDSCAPING AND IRRIGATION.
OCCUF'ANCY LOAD:
BuelNEee, - / 1tZ>tZ> SF.
5TORAGJE, - / .:3~lZl SF.
TOTAL
12,.:3.:31 SQ. FT.ll~~ 5Q. FT. - 123 OCCUF'ANTe
1~,;8; eQ. FT.I.:3"'~ eQ. FT. - 35 OCCUPANTe
158 - OCCUPANTe
CODES
CONSTRUCTION TYFE: TYFE Iv - UNPROTECTED - SFRINKLERED (FBC 2tZ>lZl1)
FLORIDA BUILDING CODE
FLORIDA PLUMBING CODE
FLORIDA MECHANICAL CODE
NATIONAL ELECTRIC CODE
FLORIDA FIRE PREVENTION CODES
EDITION
EDITION
--
EDITION
(NEC)
EDITION
2001
2001
2001
2002
2001
BUILDINGJ I-lEIC:;l-4T:
.:3lZl'-"" ABOVE FINlel-lED FLOOR
,
TRAVEL DI5T ANCE:
euelNEe5 OCCUPANCY: - 2tZ>~ FT. (- FT. MAX. ALLOWABLE)
EGJReeS CALCULATIONe:
BU51NEes OCCUFANCY: - 123 OCCUPANTS X ~.2 = 2S' MIN. WIDT4 REQ'D . 321 DOOR/44I I-4ALL
STORAC;E OCCUFANCY: 3; OCCUFANTe X ~2 = l' MIN. WIDTI-l REQ'D = .:32' DOO~/44' I-iALL
INDEX OF DRAWINGS
ARCHITECTURAL
T-l.l
T-12
COVER el-lEET
DRAWINGJ 5T ANDARD 514EET
ARCI-HTECTURAL 51TE PLAN
DEMOLITION FLAN
FIRST FLOO~ DIMEN510N PLAN
FIReT FLOO~ INFORMATION FLAN
SECOND FLOOR DIMENelON PLAN
SECOND FLOOR INFORMATION PLAN
FIRST FLOOR LIFE SAFETY PLAN
SECOND FLOOR LIFE 5AFETY PLAN
WALL TYPES
DOOR eCI-iEDULE AND FRAME ELEVATION5
FRAME ELEVATIONSIDET AILe
4EAD, JAMB AND 51LL DET AIL5
FINI51-4 5C1-4EDULE
ENLARGED FLANe AND INTERIOR ELEvATIONe
FIRST FLOOR REFLECTED CEILINGJ PLAN
SECOND FLOOR REFLECTED CEILING PLAN
ROOF FLAN
ROOF DET AILe
EXTERIOR ELEVATIONS
6UILDING eECTION5
WALL 5ECTION5
WALL oECTIONe
AUDI TOWER AND DETAILS
STAIR F'LANS AND DET AILe
ELEVATOR FLANS AND C:;UARDRAIL DET AILe
STAIR DET AILe
A-1.1
A-2.1
A-.:3.1
A-.:3.2
A-3.3
A-.:3A
A-3.&
A- .:3./&
A-4.1
A-4.2
A-43
A-4.4
A-4.s
A-S.I
A-tO.I
A-~.2
A-1.1
A-1.2
A-8.!
A -~.!
A-1lZl.l
A-llZl2
A-ll.I
A-12.1
A-12.2
A-12,.:3
F-l.I FIRST FLOO~ FURNITURE PLAN
F-12 SECOND FLOOR f=URNITURE PLAN
F-2.1 CABINET ELEvATIONe AND DET AILe
STRUCTURAL
e-l.lZl GENERAL 5TRUCTURAL NOTEe
5-1.1 FOUNDATION FLAN
e-1.2 SECOND FLOOR FRAMING FLAN
e-l..:3 ROOF FRAMINC:; FLAN
5-2.1 FOUNDATION eECTIONe
5-2.2 SECTIONe AND DETAILS
e-2.~ SECTIONe AND DET AIL5
e-.:3.lZl WIND DEelGJN DATA AND GJRAVITY LOADS
5-3.1 TYPICAL DET AILe
5-.:32 TYPICAL DET AILe
e-33 TYFICAL DET AILe
5-4.1 FOOTING AND COLUMN eCI-lEDULEe
PLUMBING
P-I FLUMBINC:; FIRST f=LOOR PLAN
F'-2 FLUMBINC:; SECOND FLOOR PLAN, 5/TE FLAN AND RISERe
P-.:3 ENLARGED PLUMBING FLOOR PLAN AND RleER
F-4 FLUMBINC:; DET AIL5
P-S SFECIFICATIONe AND DET AILe
P-~ ENLARGED PLUMBINGJ PLAN AND RleER
MECHANICAL
M-I MECI-4ANICAL FIReT FLOOR PLAN
M-2 MECI-lANICAL eECOND FLOOR PLAN
M-.:3 MECI-4ANICAL ROOF FLAN
M-4 MECI-4ANICAL 5C14EDULEe
M-S MECI-lANICAL DETAILe
M-tO MECI4ANICAL 5PECIFICATIONS
ELECTRICAL
E -1.1 LEGEND AND epeCIFICA TION5
E-2.1 LIGJI-4TINC:; FIXTURE eCI4EDULE
E-.:3.1 DETAIL5
E-4.1 SITE FLAN - LIGJI-ITING, FOWER AND COMMUNICATIONe
E-S.I FIReT FLOOR FLAN - LIGJI-4TING
E-~.1 FIRST FLOOR FLAN - FOWER AND COMMUNICATIONe
E - 1.1 SECOND FLOOR PLAN - L 1C:;I-4TINGJ
E-8.1 SECOND FLOOR PLAN - FOWER AND COMMUNICATIONS
E-~.I ROOF PLAN - FOWER AND COMMUNICATIONe
E-1~.I FANEL eCI-lEDULE5 AND LOAD CALCULATIONS
E-ll.1 FANEL eCI-IEDULEe, LOAD CALCULATIONe AND POWER
DleTRIBUTION RI5ER DIAGJRAM
\'
WIND LOAD CALCULATIONS
BASIC WIND SPEED, MPH: 123 MPH
WIND IMPORTANCE FACTOR (1): 1.0
BUILDING CATEGORY: "
WIND IMPORTANCE CATEGORY: B
INTERNAL PRESSURE COEFFICIENT: +/- 0.18
PRESSURE:S ON COMPONENTS AND CLADDING: ROOF = +/-24.89 TO +/-68.67 PSF
+ /-22.58 TO +/-85.26 PSF
WALL = +/-22.58 TO +/-36.41 PSF
(SEE SHEt:T S-3,O FOR ADDITIONAL INFORMATION)
I~ECEIVED
DEe 0 8 2004
PLANNING D[Fi\l\ iiv'iEI\ll
CITY OF CLEAf;;V\i,6JER
REVISION I:
REVISION 2:
REvl510N 3:
REVISION 4:
REVI510N 5:
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Not For
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T-I.I
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'W ALL LEGEND
MA TERIAL LEGEND
PLAN SYMBOL LEGEND
ABBREVIA TIONS
PLAN SYMBOL LEGEND
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NEW 2'X4' SUSPENDED CEILING
G~ID SYSTEM WI 2'Xo4' LAY-IN
ACOUSTICAL CEILING TILES
NEW 2'X2' SUSPENDED CEILING
G~ID SYSTeM WI 2'X2' LAY-IN
ACOUSTICAL CEILING TILES
LINEAR DIFFUSE~
MECI-lANICAL SUFPL. "I' REGleTER. eEE
MECI-lANICAL D~AWINGS FOR ADDITIONAL. INFO.
MECI-lANICAL RETU~ REGleTEflt, eEE
MECI-lANICAL DRAWINGS F~ ADDITIONAL. INFO.
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ONE-I-lOU~ RATED WALL.
TWO-I-lOUR RATED WALL
FOUflt-I-!OU~ ~ATED UJALL
EXISTING METAL. STUD WAL.L.
WAL.L TO BE DEMOL.ISI-lED
NEW CONCRETE eLOCK WAL.L.
NEW METAL. STUD WALL.
~STROOM PARTITION
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D I AMETEfIlt Ofllt fIltOUND
NUMBEflt Oflt FOUND
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Alflt CONDITION
ACOUSTIC (AL.)
ACOUSTICAL LAY-IN TILE
ADJUST AeL.E, ADJACENT
AUTOMATIC DOOflt OFENEfIlt
AeoVE FINISI-l FLO~
Alflt I-lANDL.Eflt (UNIT)
AL.UMINUM
ACOUSTICAL. LAY-IN
AL TE~ATE
ANODIZE(D)
ACCESS FANEL
APPflltOXIMATE
AfltCl-llTECT
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GENERAL. CONTRACTOR
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GALvANIZED METAL. LATI-l
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ROOF DRAIN
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REFERENCE
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REINFORCING
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SOLID CORE
SCI-lEDUL.E
SOLID COflltE WOOD DOO~
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SQUARE FOOT (FEET)
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SPECIMEN FASS BOX
SPECIFICA TION(e)
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ST AINED AND SEALED
ST AINLESS STEEL
eT ATION
STANDARD
STEEL
ST~A.GE
ST~CTUfIltAL
SOIL.ED UTIL.ITY
SUSPENDED
SQUARE "I' AfIltD
TREAD, TOILET
TABLE
TEeT BO~ING
TOIL.ET COMPARTMENT
TEL.EPI4ONE
TEMPERED,
TEMPERA TUfIltE
TONGUE. GROOVE
TI-IICK(NESS)
TOIL.ET PAPER
DISPENSER
TOILET PAFER 140L.DER
TIeATMENT
TEL.EVISION
TYPICAL.
UNDE~UT
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NOTED
UTIL.ITY
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YINYL BAeE
YINYL. COMPOSITION TIL.E
ve~ICAL(L. "1')
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YINYL. UJAL.L. COVERING
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EME~ENCY 2'Xo4' FL.UOflltESCENT L.AY-IN L.1e::.I-4T
FIXTU~
I'X4' FLUO~SCENT SUFiilFACE MOUNTED
I'X4' F=LUO~SCENT - SUSPENDED
MECI-lANICAL EXI-4AU&T FAN, SEE MECI-4ANICAL
DRAWINGS FOR ADDITIONAL INFO.
FI~ EXTINOOISI-lE~ CABINET
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WEL.L LIGI-4T FIXTUfIltE
SINGLE ARM-MOUNTED RECTILINEAR CUTOFF
L.IGI-lTING FIXTUfIltE
DOUBL.E ARM-MOUNTED RECTIL.INEAR CUTOFr
LIGI4TING FIXTU~
B.G.
BL.DG.
BM.
BOTT.
B.U.R
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DETAIL. SYMBOL
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UJALL MOUNTED DIRECTIONAL. LIe::.I4T FIXTUfIltE
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PENDANT MOUNTED 4. L.AMP DlfIltECTIONAL.
L.IGI-lT FIXTURE
:3 L.AMP METAL I4ALIDE PENDANT MOUNTED
ACCENT L.IGI-4T
4 L.AMP METAL. I-4AL.IDE FEND ANT MOUNTED
ACCENT L.IGI-IT
EXIT LIGI-4T COMPLETE WI BATTE~Y BACK-UP
~
PL.YWOOD
1010101
INTERIOflt EL.EvATION
MAfIltK
CABINET
CATCI-4 BASIN
CEfIltAMIC
CONTAACTOfllt FU~ISI-lED-
CONTfltACTORINSTAL.LED
CO~ER GAURO
CA&T I~N
CONTfltOL. JOINT
CENTER L.INE
CE IL. I Ne::.
CL.OSET
CONC~ETE MASONRY UNIT
COL.UMN
COMMON
CONCRETE
CONSTFaJCTION
CONTINUOUS
CONTRACTOR
COflltRIDOR
CASED OPENINGI CLEAN OUT
CAfltPET
CONCfIltETE SEAL.ED
CA yrTY el4AFT WALL
CEfIltAMIC TILE
COUNTER, CENTE~
COUNTER &UNK
CERAMIC TILE WAINSCOAT
CL.EAN UTILITY
CAe.
c.e.
CER
CF.C.L
GYPSUM WALLeoARD
101010101
INSIDE DIAMETEfIlt
INCI-!(ES)
INCLUDE(D XING)
INSULATION
INTE~IO~
ISOLATION PANEL
IN&IDE FIFE DIA1'1ETeR
ISOL.ATION TRANeFORMEflC
I.D.
IN.
INCL.
fNSUL.
INT.
LP.
~.e
I.T.
NARROW BEAM SPOTLIGI-IT L.IGI-IT FIXTUfIltE
KEYED DRAWING NOTES
~
~
RIGID INSULATION
WIDE BEAM FLOODLlGI-!T FiXTURE
<])
C.G.
C.!.
C.J.
C.L..
CLe::..
CL.O.
C.M.U.
COL..
COM.
CONC.
CONsr.
CONT.
CONTR
CORR-
ca.
CPT.
c.e.
c.e.UJ.
C.T.
CTR
CTSK
C.T.UJ.
c.u.
DOOflltNUMBE~SYMeoL.
~
MD
EMEFiaENCY L.IGI4T
eATT INSUL.ATION
EXTERIOR POLE WITI-I FOUR LIGI-IT FIXTUflltES
x
Q:)
~.... --~
.... 'l~=~
Wllll-r-
~~ -~
~ -~
... III -r-
-r-
-~
-r-
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~OM NUMBE~ SYM60L.
SAFINe::. INSUL.ATION
-Q-
WALL.-MOUNTED EXTERIOR L.IGI-4T FiXTURE
4' FLUORESCENT L.IGs~T, eURFACE MOUNTED
2' FLUO~EeCENT L.Ie::.~T, SURFACE MOUNTED
WALL. -MOUNTED FLUOREeCENT FIXTURE
CAfIltPET
JANITOR
JOINT
EXTE~IOR POL.E WITI-4 Tl-lflii$E LIe::.I-4T FIXTUfIltES
JAN.
JT.
o
&
1-0
WINDOUJ SYMBOL
1-0
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FlfIltE I4YDRANT ASSEMBL. Y
1-40SE elB
.
REYISION
T.
TA.
T.e.
T.e.
TEL.
TEMP.
KICK PL.ATE
KNEE SPACE
KP.
K.e.
JOINT WITI-l BACKER IIWD
.2L
WAL.L TYFE
L.AY-IN ACOUSTICAL
LAMINATE
L.A V A TOfllty
LABEL
L.INEAR FEET
L.OCKER
L.IVE LOAD
L IGI4T PfltOOF
L.1e::.I-4T WEIGI4T
L.A
LAM.
L.AY.
L.BL..
LF.
LK~
L..L..
L.P.
L T.UJT.
ACCESSIBILITY NOTES: ADA/ANSI AI17.1/
FLORIDA BUILDING CODE 2001 CHAPTER 11
GENERAL NOTES
CONSTRUCTION NOTES
T. . C#.
TI-!K
T.PD.
T.P .1-1.
TfIltE AT.
T.V.
TYF.
UC.
U.C.
U.oN.
UTIL.
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CClCII,'fII.CIC)A fII..&I"ItN CClCI1,fL.CMM ,..CllAHlCW.al:.TICIfoW. ~ ~ . ALL 0'I'I0D AfIPIL~
~ .TA1I . fIIr:>IIUL coca . CR)twal, . ALL MAYNrI LDc:4 .... CIN.
1) nII.........11C::lIoW.."..... ~ AOOII.....ITT tfCIN etWJ. . 01lflu.1'ID AT ALL M~"" . ..., ~ fIACIUTIIH Me AT
ACeIIMI&II.ua.o...INnIWaIlN.8M AU. tNrMlClt AM MCI...... ~CI.... .1NTIUf1_ etWJ. MA'"
~ .... 1tCICo4TM1l1Ml1aITI TO ",. ......, AOCI...LlItoI'I'IUNC& ALL. em. tIIHAaII ~ CIIl
~ ..,. CllI.tB ItoW.I. . N CClI'PLIMCIII1N ALL .......ICMLI 0CIDa
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". ..... He) ...... 'fl.WC M ~ AIIO't'I M fILGCIfIt,.,.. ~ Ie .....aWM AOO~Y, 0.....,..
~ ~ .1'IAClII fIClI' ICI)I\iIIClUo1IIA 1M:) M4... DllPlClLTT Ie ~
1) M~ foi'olleN I'fo4TINAU .....11II) TO IIAoLL. , c:al&.... ...w.L .. IN ACe~M<<:I1I1N ,f,tft'1 ..... ALL ~
1'fo4TDIA:. ~ tI-WJ. r1IIT 04 CLo4II "I INTlNOIllIINIH ""TtO Ie I)(IT , I)(IT N:C:IIII AMAI, CUll 'C' ...........
2, .loLL DOClM eH.6U. _ 0fIIIU&8 MCt1 ,.... ...... tIClII umlClUT ". _ ~ 04 ICIlY, TOClI.. ..CIAL ..,.-.. ,.". eft
"'01". ..,ttl.i4L Y ~TID I"UI8M 8ClL TI eft aIlIW:a IICL TI ~ NC7T . UIID.
3) AU.. CIILA6._IImIN 04 241 INCH Me: ~ OClClMoIHCltlIlOTTClI"IICICII . LtM 1MN4 .. tIl:aI MO'YI ,.... "'"""" . ALL
CII..AZI<<t 1'1 ~ ...w.L . .....-n-, 1'111 tL L. eft ACImJC P'LAITIC 1IoBT. n.tLIM....ACT cILo4ZMa . ......,
AT I>.~ ILWJ.I,
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DoueLE
DoueLE EGllIt!eS
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DIAMETEfIlt
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DIMEN!ION
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AITCI8UII..DIM -.uL. CClNITIUmCIN 1AC~'MNt, I-.1DfTIQ4, . ......... ~ .u-. 'GIt1lllW.. CCltCfTlClNI ~ n.w
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1'LCCIIt""'~ .-...cM eft . ~ I'ItI. ANI) N ~ MO'YIlMI fII..CXM t... ~ NIII'WC. ... DllTANCII ,,:-~
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~ AT ClI' -.cw n ~ ~ AIIMID ~ HAY NOT oIHr A"II>>IT. ......-rANO... CIIJICTI
t1c:lI.MII) ClN IICtT eft ~ HAY ~ D INCNU.~'" ~ ~ NOT MCUC8 n.w CUM IUI)TIol
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,.... .uILD... , ITI ~ "".n ...-rt ~ ~ 1WII1NCI'I)D, .uT . NOT Lt1ITID TQ ,... ADClITlClN ~
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eNClAL ........" DICTA,.. ~ ClI' ... &IIC1Nc:w. .......ArC:UI AM NOT NI:lIlI t~L. Y ~ fIClI' u. In'
IJUIJJ:>NCrt ClCQIIItANT6.
5) ~..2!...~ ~..,.... M.L CooI.'tIlTIft AT LCCAT~ 1Nc:l.UI:>.....". NOT L~ TO,IIAoLL. f"IC:UfTID
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~ AT NO AClDITICINAL 0ClIT 1'0 MI ~
5) __. MdlINC"f ~ .,..,... AM ~ 'hollY ~ ~ NIN...,... AN:) \IItUAL ~ '!WI VIIU.AL.
~ etWJ.. LOCo411C> ~, INC&..I.I:>NrIMtT ~ IN> ~.. ~ MO'YI MI ~ eft. lOa
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WITI-I
WAL.L. eUMBE~
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UJI.lEEL. CI-4AIR
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WASTE RECEPTACLE
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w.e.
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w.o.
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EXPAN&ION BOL. T
EXFANSION JOINT
EL.EVATION
EL.ECTRICAL
ELEVATOR
EMERGENCY
ELECTRICAL PANEL.BOARD
EQUAL
EQUIPMENT
EMEFCCsENCY IEL.EASE
EXFOSED &TfltUCTUfIltE
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EL.ECTRIC WATER COOLER
EXPANSION
EXlelTNG
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e) ~ UIl:lIIIK INClIIN eN ,.... ~ ~ . cottTIU:TID ~... CClI'PCMNTI1H.U6 ~IP ~ A61)(11T1Nl1
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TWICIlNM ~ . .. INCH tWC. M4TtM IN fILOClIll...w.L MA'" ~ NO GM,4,.. nwaM INCH aa Ie CIHI
DlMCTICItt DCClIIIIlIAY 'nNtHCL.OI ~ NC7T ~ ... INCN ... "'1lIHT.
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'noWt TWI "..... Y IN UolICH TWI ~TIClN ClCQN.
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9) UfIIClN ~ ~ ".. WONC. 'rMI cc:tITIUlCTClll ~ "Rl1IH ,.... ~ unw 04 CMfPIIP .TA,...". TO n. ...-cr
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9) ACQIM/a.IIlrl1M Q.OIITI..wJ.. It INCHIlIl'CM"'" ~ TO TWI To.- ~ 'N IIo4T.......... ~.>>
INa8 LClNlII'IIH. .... LCCATID ..., u&4TM c:&.CIIT ANI) G INCHI L.ClNlt !'1M. ..... LCColtE) ALClNla TWI .101 a- M
u&4T1Jlt c&.OIIIT, Me ...w.L . I'fOIHTII:) ..,.... ... AI) .. toDIIIlIl'CM M fILOClIll TO .,... To.- ~ ,.... ........ umt 8.. INaoI
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oc.c::l.PAT1ClNA1.IM1'TY '..-A&.TH M::r ~..,...,. TWI UA ClIP...,...,. ~ ~ , ..alN ALL ITt tuecC:lNT1UCTCM ,
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1 0) C"tW( JOINT, (1/' ALL PIMII1ILM ...AC16.
11) IIIALANTIIN CClNTM::r UTIo4 ~ .tNCmIIlIt e.w.&. . ClC:lr'PAT'.....
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13) ~ .......e~ . cmaIlt.....-n- ............1f.W.L . IIMCTIP AI't>>C> M~ ~ ...
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OD.
11) ACClIMlIlLlIJoVATQIl86 e.w.&. .. I1ClIMII) llITH TWI M1 NO ~ TNAN ... INCMII ~ M ~ AND 04 c:I.IAIt.4NCII
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11) TWI OATA GI\ISH....IN . eN 'noli CltUIlINIt II Aa I)CACT Aa CCI.LD 81 "OND. 'MI AII60LUTI -4C01IItACY II 'NOT
GUAlIUN'1'DP. TWI CClNTlUCTeft IWoIoLL caTAIN IDCACT &.OCofoTIClN6, t1I~... . LIVIL.' AT TWlII1I' ~ ....lI'l.w::TORILY
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FlfIltE 1-40SE CAelNET
FINleI-l PNT.
FLOO~ F'FL.
FL.ASI-4INCS P .
FLUO~SCENT PL.Ae.
FL.O~IDA ACCESSIBIL.ITY CODE ~t~
FEMININE NAPKIN DI&F06AL. POL.'
FEMININE NAPKIN VENDOR PR .
FlfIltE PROOF=(ING) FT
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~;...- COLUMNS
~ X 17.30
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15' DRAINAGE EASEMENT " ~~ 1/
PER INSTALLED 16'87~ ,,_ ,,+ 1
DRAINAGE STRUCTURES +' 16, 78~' ~ ~ X c(
(SEE NOTE 1) I +,' ;j + I W
117.04 ei
1 x e"
= = 2,"B(;P = = - ~TORM MANHOL~( 1 ~
15' DRAINAGE EASEMENT TOP=16.73' ~ I 8
O.R. 4300, PG. 1353 INV.=12.93' '\ ~
(SEE NOTE 1) x 0
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16.75
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- :::::: ~- ~ 72" TOP=15,71 in \ 16.63 :-ii+
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x GRA TE INLET - -::::: :::::. __ ~ ~ A,"~" PLANTERS ..,., sn GI~A TE INLET I
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TC 16,72 TC 16,73
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OP=15.81'
INV N&S=12.84'
SLOT=1S.36'
TWO STORY
16.74
16.29
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17.21
GRASS
+ 16.03
MANHOLE
16,5
+
6' CLF
16,91 16.
16.BO
GUY AND
ANCHOR
TELEPHONE
BOX
VAULT
METAL TOP
BACK FLOW
PREVENTER
LIGHT POLE
fENCE ENDS
2.7' W, 1.5' N.
, F
ASPHALT
PAVEMENT
16.11
16.14
~14,9
. 14.4
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9" OAK
16.B 0
1f,Q4
16.41
15.82
ON
MASONRY COMMERCIAL ,BUILDING
OVERHANG. NOT SHOWN (SEE NOTE 3)
TC 16.60
EP 16.24
ASP HAL T P A V E MEN i 15,47
+
15,94
+
N 89-28'57" W
500.07'
EAST 500 FEET
16,14
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DESCRIPTION
THE NORTH 250 FEET OF THE EAST 500 FEET OF THE FOLLOWING DESCRIBED PARCEL:
A TRACT LYING IN THE SOUTHEAST 1/4 OF SECTION 19, TOWNSHIP 29 SOUTH, RANGE 16
EAST, PINELLAS COUNTY, FLORIDA, SAID TRACT BEING DESCRIBED AS FOLLOWS: FROM THE
NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF SECTION 19, TOWNSHIP 29 SOUTH, RANGE 16
EAST, RUN NORTH 89.28'57" WEST ALONG THE NORTH BOUNDARY OF THE NORTHEAST 1/4 OF
THE SOUTHEAST 1/4 OF SAID SECTION 19, A DISTANCE OF 100.00 FEET; RUN THENCE
SOUTH 01.26'51" WEST ALONG THE WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19, A
DISTANCE OF 300.00 FEET TO A POINT OF BEGINNING, FROM SAID POINT OF BEGINNING
CONTINUE ALONG THE WEST RIGHT-OF-WAY LINE OF U.S, HIGHWAY 19, SOUTH 01.26'51"
WEST, A DISTANCE OF 371.39 FEET; RUN THENCE NORTH 89.26'19" WEST, A DISTANCE OF
249.89 FEET; RUN THENCE SOUTH 01.31'16" WEST, A DISTANCE OF 155.91 FEET; RUN
THENCE SOUTH 89.27'15" EAST, A DISTANCE OF 250.08 FEET TO THE WEST RIGHT-OF-WAY
LINE OF U.S. HIGHWAY 19; RUN THENCE ALONG SAID WEST RIGHT-OF-WAY LINE SOUTH
01.26'51" WEST, A DISTANCE OF 30.00 FEET; RUN NORTH 89.25'37" WEST, A DISTANCE
OF 1004.64 FEET; RUN THENCE NORTH 01.07'36" EAST, A DISTANCE OF 556.27 FEET; RUN
THENCE SOUTH 89.28'57" EAST, A DISTANCE OF 1007.79 FEET TO THE POINT OF
BEGINNING.
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DATE
DESCRIPTION
N, BOUNDARY OF THE N.E. 1 4 OF SECTION 19
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FOUND RIVET/DISK LB#021
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AIR CONDITIONER
COVERED CONCRETE
CHAIN LINK FENCE
CHAIN LINK FENCE WITH THREE
STRAND BARBED WIRE
CONCRETE
CONCRETE SLAB
CONCRETE SIDEWALK
CURB TIE
ELEVATION
EDGE OF PAVEMENT
ELLIPTICAL REINFORCED
CONCRETE PIPE
FOUND 5/8" IRON ROD WITH CAP
FOUND 1/2" IRON PIPE
HAND RAIL
OVERALL DIMENSION
MONITOR WELL
OFFICIAL RECORDS BOOK
OF PINELLAS COUNTY, FLORIDA
PLASTIC PIPE
REINFORCED CONCRETE PIPE
ROAD TIE
SET 5/8" IRON ROD/CAP *3616
TOP OF BANK
WALK TIE
FIR/C
FIP
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RCP
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WT
SYMBOL LEGEND
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FIRE HYDRANT
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LI GHT
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WATER METER
WATER VALVE
OVERHEAD POWER LINES
AND/OR TELEPHONE
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NOTES:
1) THE DRAINAGE EASEMENT FiECORDED IN O.R. 4300, PAGE 1353 APPEARS TO BE MISSING
A CALL OF"N 89'28'57" W. 100.00 FEET" IMMEDIA TEL Y PRECEDING THE CALL OF
"N 89'28'57 WEST, SOO.OJ FEET". IF EASEMENT IS LOCATED AS RECORDED IT WILL
RUN THROUGH THREE (3) BUILDINGS OFF SITE TO THE SOUTH, MOVING THE EASEMENT
100,00 FEET TO THE WEST CLEARS THE BUILDINGS AND MORE NEARLY MATCHES THE
DRAINAGE STRUCTURES AS INSTALLED,
2) 40 FOOT RIGHT-OF-WAY EASEMENT RECORDED IN O.R. 3902, PAGE 975 IS VAGUE AS TO
EXACT LOCA nON OF SAID EASEMENT. THE EASEMENT AS SHOWN HEREON IS SHOWN AT THE
MOST LIKELY INTENDED POSITION.
3) EAVES ON ENCROACHING BUILDING ARE AN ADDITIONAL 0.16' OVER PLAT LINE.
FOUNDA TION OF BUILDING IAA Y ENCROACH, BUT WAS NOT VERIFIED FOR PURPOSES OF
THIS SURVEY.
4) SURVEY BASED ON THE EAST LINE OF THE NORTHEAST 1/4 OF SEcnON 19, TOWNSHIP
29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY. FLORIDA AND LEGAL DESCRIPTION AS
PROVIDED.
5) PROPERTY IS SUBJECT TO A FLORIDA POWER CORPORATION "BLANKET" EASEMENT AS
RECORDED IN O.R, 4397, PAGE 428.
6) PROPERTY IS SUBJECT TO RESTRICTIVE COVENANTS, CONDITIONS, RESERVATIONS
AND EASEMENTS AS RECOF.DED IN O.R. 3902, PAGE 964.
O,R. 4466, PAGE 710, O,R. 4492, PAGE 392 AND O,R. 4631, PAGE 505 DO NOT
APPEAR TO AFFECT SAID PROPERTY.
7) BEARINGS BASED ON THE WEST -RIGHT-OF-WAY LINE OF U,S, 19, STATE ROAD 55, BEING
S 01 '26'51 ~ W, AS SHOWN HEREON,
8) SITE LOCATED IN FEMA FLOOD ZONE C, PER COMMUNITY-PANEL NUMBER 125096-0128 G
MAP REVISED JUNE 1, 198~, '
9) THIS SURVEY MADE WITH BENEFIT OF AN CHICAGO TITLE INSURANCE COMPANY, A.l. T.A,
COMMITMENT NUMBER 10 2.~84 010 00000012, DATED JULY 31, 1994
10) ELEVATIONS SHOWN HEREON BASED ON NAVD 88, MEAN SEALEVEL. 0.00 FEET
11) REFERANCE BENCH MARK - CAMPUS R RESET ELEVATION 16.91 FEET NAVO 88
F~ECEIVED
DEe 0 8 2004
PUIJ,:~;i; )0':;. DEPA:;-:TMENT
CITY lJ~ ;::';:..i:Ak'/,'/:.TER
I HEREBY CERTIFY THAT THIS SURVEY WAS PERFORMED UNDER MY DIRECTION AND THAT IT
MEETS THE APPLICABLE PORTIONS OF THOSE TECHNICAL STANDARDS FOR SURVEYS AS SET
FORTH BY THE FLORIDA BOARD OF SUR\f:YORS AND PPERS, PURSUANT 1 R
61G17-6, OF THE FlORIDA ADMINISTRATIVE CODE.
DATE
tPtftT /1
./
Z4J ~ 'r
LLlAM R. DE LONG. P.S. ' M.
FlORIDA SURVEYORS 'REG: NO. 3616
NOT VALID WITHOUT-tHE SIGNATURE AND
ORIGINAL RAISED SEtL OF A FLOR!DA
SURVEYOR AND MAPPER
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SECTION 19, TOWNSHIP 29, RANGE l6E
PINELLAS COUNTY, FLORIDA
N. BOUNDARY Of' THE N.E. 1/4 Of' SECTION 1~
N g1J ~g~, W 100.00'
, I'
~
~
16.21
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* ~~' ~;t ~6 1~' s
~ I' POINT OF' BEGINNING
16.16 16 6 ,(:. 1 .28 I 't. 6.35 16.6 16.8~ + 16. 1 17.05 17.2~ 17.39 Of' OVERALL TRACT t~ n, 18.43 loa 00'
t . + 1.-3 + + + + + + GAtt rjON, ~ff TELEPHONE P >LE ·
't!iCE CORN~~.66Li~~ENO 1586 + 1MB + 6.08 + S 89'~ 8'5 71P.2 + s5~~ ~'~; ~ :~~::. OIA + \6.64 + 1682 ELECtRONI +~~8\ IDlC< _1A.'~' ~I ?7~'24 3' HI "E TAL I '\ :./ ~ ~ ~
0.) H, 0.7' W. .., 16.10 6 16.44 / 6'CLf'/B 167 t'6.6f 16.74 18. O~ ~ 6'CLf' /, '7.31 .... 28 fOG COlIN 0.. 'M., O'el/B \ OSTS (T'tP) - ~ ~
15.69 A 15.93' h: 2 +.. ...4 + U ,,' ,. .. + 17.27 /.. ~ ,J J./I .t?.. 0 "/::;::p;;: L "\ 1l.~ ~rUIDl ~e4~39RT
607'722~Y ~WNQ 4- OAK <i0- UNK ~ 0" OAK ~O" O~B TWt~ 4" OAK ~~3- ~:~4. OAK 8~ ~U~~ 1 <~ ~ -~ 1706 13- O~~~ / ~ 1~1~4' OAK ..o.1!J 12- )AI( \..'2- OM~ ..ti. 17 2"7 ~ ~ ~- r-'t..,e.4'WT
\ . 16.8 14.5 t t 1<16.4 MN J. OAK po'" 10:82 ~ELECTRIC BOX 18:88' U:~~ 0.5'CONC CURB \~. ~ 18.8 .1 \ ~ "-ORATE INLET
~, 14.7 14.7 SWALE TBU · · + .. ~ TOP-15.87'
1ft ~ .. INV.-12.33'
4.4 16.08 16.37 TaB 16.20 16.38 BOX CUT I l' .I \ & ...~
!i1-' ELEV. 18.24' :~~ ~ ASP HAL T P A V E MEN T GRATE INLE:T ~C' ~ 1 If ..
~d .6- 0 u, '" I ;u;. Cf ~~~ I '" TOP.15.8&' 16.77 .,J < ... 1\ ..-REFERENCJ; IENCHMARK ~
~"" if..,r. 'D ORATE INLET INV 14 05' 18.26 _ ~ '" C'\/" C~PUS R RESET ~
15.95 15.48 . 3~ 'fC"" "p 16.28 I x 'lQ TOP-15.85' ... 8 ; ~ ,/ (PlN.CTY.DSK.) ~':\
+ + '", 17.0 ""- ':It- 0 3 'I ' $- 15. 83 16.01 + INV.-13.60' 12"RCP 12'PYC ~ " ~ .. ~ If ... tl.Ev-l0.81 \
''lO ASPHALT PAVEMENT 1 ;i'~'~ ~ 10.75 10.821d e.7
~ \1I,...,~t~~ ~ ~ HJspC HR~TP) DECOR AliVE CONCRETE 1e.22 18.J7~' A: ~i-r...." CONCRETE
... .a9'BT ( ,L" ,. A~ No HIC RAMP -~ 17.20 ~ ~."., SPILLWAY
fYA ~ 16.65 I.~ SIGN...... ~ i ~ 10.83 ,. 2 · ~AK ~
7.00 14.90 1A '\~ \-, (/l 16.68 9" OAK 16.26 GRATE INLET 1e.2~~_ "- 18.82 18.08, .lnLES · POST8....... 1i'N ~ -'" ~, ~ MITERED END
~~. GRASS ,. "- GRASS(~' ~ TOP-\5'i7: ~ ~ STUCCO 'I, 1e.11 \e W ~::,~ ~ I\. ..1If:' - SEC11CH
~ ~ ~ TVdN OAK 11" INV.- 3. 4 COLUMNS, 5CSIW~ I' , I ~'CS/'W ~~~i ~ I" I rl~l1 INV.-12.14'
~ ~ 16.73' 0.;>2'''''''11 ')(15 g3 ~.. '~ --
II) ~ I" ~ ~ IV\ 206" x . 17.30 1/.35 HAI-. -' ~ ~ STREET UGHT
~ l5 '-ol I ./ ,S ORASS I \ T cc J 16.e + ,* .- ~ POVtt:R ONLY
~ ~! A~ ~ i"I~9" 10.70)( CC~v::~ ~~. 80.0' 08.0'BT Ii I
~ ~ ~ \K ~ 18iC1 t'1~ .",~/,- x ~ 100.0 .. 1 .97 ~ 20. 0 ~_. !t.... (oj .
V) ~ .... 1:.. e 21 15' DRAINAGE EASEMENT -T'!J ~ ~
~ ~ 17.1 J,Iff'CI. ~ ~ PER INSTALLED 16+.87+ 16.78 ^.' .' 17.21 rlt-. z; C.
~ ~ ~ ~ (V. DRAINAGE STRUCTURES + + "~7~04 xx, i~ . ,'0'9 ~ 17.16 ,!/)'7~\r-:./' 6.l5~ 2.4
~ . o~ 1.0'~ ~ --I,-:tt ~'9 ~ 16.61 j.. ~
li) ~ ') ~4NRCP;;.:l ~""..- "4~~P 24"RCP .J. I i3 'b f'INISHe:D f'LOOR · 17.60' f'INISHED f'LOOR · 18.10' : \ ~ .. 15.65
~~ 6IC~f'/'8 -L I ./ ~ ......... "'\ x ~ ~ ON~ STORY COMMERCIAL BUILDING TWO STORY 1"1 ~ \I) ~ :. ~ ~
~ ~ .~ y ~ 1/ I' "rOP.,5.81' ~b~~~:~HOLE, ~. /18940 8:::1 ~ \I) ~ ~ ~
5 . of""""" - Q.9'BT ~ INV N&S.,2.84' I 15' DRAINAGE EASEMEfH INV.-12.9J' ... ~ ~ ~ ~ ino' ~ ~
~ .~ ~....._ < SLOT.'5.J6' O.R. (4300, PG. 13)53 _)( 8 :::I I Q; \Il ~ U I" ~I!!
~ q o~ ~_-.. 15#'" 16.74 ;OWN Oil OJ SEE NOTE " CS l\nH AlC, = j '" III ~ ~ tn~ ~ a~
>- ~ 17.0 ~ 16.29 IORASS qj' 16.66 J' 4" OAK 1+ 17.51 100.0' ::/ ~ ~ ~)I
~ ~ 14.70 16.61 ORASS~ :r:,-721)( I 72 ...1- I fPC TRANSfORMER BOX; ) , r-
es 9 l ~ 16.~~.0 . ~I ~ 1 . 1 GRASS-- L....J ~',~ I '0 ~ II l..J ~
~ ~ Ii> I ~ .fr 6' CLf -:>i, ~ 3 + \6.03 ~ ~ g..l. /\WlC Wi\fl;., ~i? IE 75 16.81 le.~ V) 11.6 '"iii
.J. ~ ~Y11N \~ ~ A ~8. HAL T P A V E: MEN T ~O"* ~\'\U~"-,, ~ cs (!)-M- (iO~') - J 1e 22 ' ov 16.800 j,... ~ 1537
ir ~ ~ 4- OJ K15 0 16.28 /1:Fl C;:>., 16.32 ~' u n U' u ~: 67.Q'B.~~ AN~~R'- I ~.,~. Q .
13 ~~ ~ . - '0 fD ASP HAL T P ~ V E MEN T -- \.. 'D. dc- fj'TEPS IA" (. 0 ~ n:U:PHONE-1 I ........ ~
~ ~ ~ \\ ~ " CRASs' ~ . YtfLL 5 BOX """ W
, ' II) ~ lIMN ~ \~ 16.03 ORATE INLET t ' XZ"': '~'~ '~8.83. - { l::r'! .':) I 'j VAULT-- I 3
~ ~ 3- OAK 14.8 18.14 16.11 ~6.t' t 16.41 15.82 f'\..- u-x, -R~ ~o:.:t~:~~, I ~, .-'\e . I 'q;.: METAL TOP..:p:f1 .I · I
Q 106 TOB T , HCI ENDS I." No x 'oRATE INLET ~ J ~ ~' ~~'t , ' .,': ~.f),,~ ;~T: ,1 80r, ~~~l- ~. 71 It J i -- F
~.4." 14.9 14.0 ., flNCC EHDS 1.4' No, e.33 HIGH I TOP-15.50' III" ," ~O;a' ~ 1
~l H. 14.0 " + + ~ ~TAL INV. 13.40' ",LEC. SOX" lel.I3' '2-RCPm...u .72 TC 'e.2~. ~ INV.. :85 UCHT P~ ,18" ".0 =
1.0'BT-... TRIPEL'1&~ 8~" AK ~ ~WALE '8(cR~~~H~~ ~~Lf'''"'' I. P)S~ (TF' 5.95X ~Dm: '_ IlJST '01:'30.5' CONC CURl Ul'" .24 JJ~.(.i~\ .aCLF """\. l'r\~I'.t ~ i
",,17.1 OAK 16.8. ~"'-18" 16.- . If'f.t .".-J.~"I'L;Lt ~Atl ,DI~t.r' 1\ la" ~. .n..l - ~..-...,-_.... J'D \ ,tA,~~I"''' ,_.
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. ' "
,
'33 '31t Uve Oak hIS Mum Recommend: Crown Elevation, Center Prune, .
Leader · , I Deadwood. .'
'41t Uve oak Has Multi Recommend: Crown Elevation. Center Prune,
Leader an d Sra'r.chas Deadwood. ,
that have grafts" i
together
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#1
20" Laurel Oak has
Multi Leader
Recommend: Crown Elevation. Center Prune. , 1
DeadwOOd. Directional Prune away from wires. StClrm
Pruning.
,'RT
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~.
'15
91t Laurel Oak has Multi Recommend: Slight Crown Elevation.
Leader
~.
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118
9" Uve Oak Has Multi
Leader
5" Twin oak has
Included Bark
81t Live oak
118
Recommend: Slight Crown EUvatlon.Remove all
vines and there rooll by hand.
Recommend: Slight Crown Elevation, Remove aU and
there root. by hand.
Recommend: Slight Crown Elevation, Remove aU
vine. by hand.
Recommend: Crown Elevation, center prune.
Deadwood. .
Recommend: Removal
'21t Live Oak has Multi Recommend: Crown Elevation. Center Prune,
Leader ~ j Deadwood . '
'34
#2
20" Live Oak
Recommend: Crown Elevation I Center Prune.
Deadwood, Directional Prune away from wires.
.17
'100.00'
#3
23" Laurel Oak has
Multi Leader and
Included Bark.
Recommend: Crown Elevation, Center Prune, ~
Deadwood, Directional Prune away from wires, Stc'~
,
pruning. i
,'1,
Recommend: Crown Elevation, Cenler Prune, : ;
Deadwood, Directional Prune away from wires, Storm
pruning
Recommend: Crown Elevation, Center Prune,
Deadwood.
'36
.19
#20
#21
#22
11" Twin Laurel Oak
hat Included Bark
6"' Uve oak Has a
curve In the trunk
6" Elm
4" Twin live Oak Has
Included Bark, I '
6" Elm
#4
18" Laurel oak has
Multi Leader and
Included Bark.
,J6
12" Live Oak ha: Muiu
Leader. I
9" Live Oak has Multi
Leader
Recommend: Removal. The tree Ie dead.
Recommend: Removal. The tree Is not Vigorous
#6
13" Live oak has Multi Recommend: Crown Elevation, Center Prune,
Leader Deadwood, Directional Prune away from light.
#23
#37
#6
#7
4" Elm
Recommend: Slight Crown Elevation.
#24
Recommend : Removal, The tree has a elongated
cavity.
8" Twin Laurel oak has Recommend: Crown Elevation, Center Prune
Included bark. ,Deadwood Directional Prune away from light.
10" Laurel Oak Has Recommend: Crown Elevation. Center Prune,
Multi Leader and Deadwood .
Included bark.
4" Twin Laurel Oak
13" Live oak has Multi
leader
NOTE:
All trees shall be pruned to ANSI "A"
30D standard and shall be performed
or supervised by a certified arborlst
NOTE:
Trees to remain must be re-/nspected
In 6 years for recommendations on
mechanical supporta because all
trees have multiple co-domlnant
leadel'l and are considered culls
to the new standards.
Recommend: Slight Crown Elevation.
#38
#39
#040
5" Twin Live Oak
Recommend: Removal
Recommend: Removal
Recommend: Slight Crown Elevation.
#26
22" Live Oak has Multi Recommend: Crown Elevation, Center Prune,
Leader DeadwOOd, Directional Prune away from light.
26" Live Oak has Multi Recommend: Crown Elevation, Center Prune,
Leader Deadwood, Directional Prune away from light.
19" Live Oak hat MulU Reoommend: Crown Elevation. Center prune,
Leader Deadwood. Directional Prune Away from light.
5" Twisted Live OilJt
4" Live Oak has MulU
Leader
#28
127
Recommend: Remove One Leader.
Recommend: Crown Elevation, Center
Prune,Deadwood. Directional Prune away from LlghL ~
#8
has double leader, Included bark. recommend
removal .
. ....
Recommend: Remove. Severe Ole Back In Canopy. ,,'. ,", ,!'
,'15. 'E
Recommend: Remove. Severe Ole Back In Canopy.
NOTE:
All trees were .planted before the new tree ltandard
and practJce,were Implemented. All trees have multi-
leaderi' and BOnl€! have inclUded bark. The overall
~;'\ health on aU the,treea appear to be healthy based on
vlsuallnlpection. Except for the trees designated to
be removed: . ,
#9
#28
#29
.30
#31
4" Laurel Oak
8" Elm
#10
26" Live oak has Multi
Leader
Recommend: Crown Elevation. ,Center Prune,
Deadwood. Two Large Lower Umbl shall be rem~ved
one on ealt tide and one on the west side of the Tre,
for elevation and balance.
Recommend: Slight Crown Elevation, Center Pruno.
Deadwood..
Recommend: Crown Elevation, Center Prune,
Deadwood, Remove all vines and there roots by hand.
Recommend: Slight Crown Elevation, Remove all
vines and there roots by hand.
Recommend: SUght Crown Elevation, Remove all
vines and there roots by hand.
..... .
3" Twin Laurel Oak
18" LIve Oak has Multi Recommend: Crown Elevation. Center
Leader Prune,Deadwood. Remove aU vines and there roOts
by hand, Storm Pruning.
4" Laurel Oak ha. Multi Recommend: Crown Elevation, Center Prune,
Leaderandlncluded Deadwood.
Bark.
Condition Rating. & Canopy Mea.urements
#11
#12
9" Laurel Oak
16" Triple Live Oak
r~
II)
#32
#13
#14
3" Twin Oak Has
Included Bark
4" Twin oak has
Included Bark.
#1 80%, cull #5 80%, cull #9 86%, cull #13 65%,cull #17 86%,cull #21 O%,cull
NS-41' EW-37' NS-30' EW31' NS-44' EW-40' NS-fr EW-14' NS-19' EW-18' NS & EW-a'
#~5 75%,cull #29 O%,culI #33 86%.cull #37 50%,cull
NS-12' EW-13' NS-1D' EW-14' NS-40' EW-35' NS-14' EW-13'
#28 60%,cull #30 O%,cull #34 65%,culI #38 50%,culI
NS-10' EW-11' NS-4' EW-3' NS-40' EW-48' NS-13' EW-12'
#2 76%, cull #6 65%, cull #10 90%, cull #14 66%,cull #18 80%,cull #22 60%,cull
NS-42' EW-32' NS-12' EW-16' NS-68' EW-e8' NS-18' EW-16' NS-12' EW-16' NS-10' EW-18'
#3 66%, cull #7 80%, cull #11 85%, cull #16 65%,culI
NS-42' EW-32' NS-42' EW-39' NS-12' EW-17' NS-20' EW-18'
#19 86%,cull
NS-37' EW-26'
#23 O%,cull .
NS-16' EW-2D' ,
#24 60%,culI I
NS-12' EW-11' ,
#40 60%,culI
NS-1' EW-12'
#27 80%,culI #31 66%,culI #36 76%,culI
NS-35' EW-30' NS-40' EW-28' NS-34' EW-21'
#28 50%,culI #32 80%,cull #36 75%.cull
NS-10' EW-9' NS-10' EW-12' NS-36' EW-30'
#39 5D%.cull
NS-19' EW-22'
,
REV
10/05/04
DATE
ADO ELEV'S, RELOCATE TREE, REVISE PER FIELD CONDITIONS
DESCRIPTION
#4 80%, cull #8 75%, cull #12 65%, cull #16 80%,culI
NS-36'-EW-32' NS-20' EW-40' NS-37' EW-62' NS-24' EW-18'
#20 5D%,cull
NS-17' EW-17'
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CONCRETE PIPE
FOUND &/S- IRON ROD WITH CAP
FOUND 1/2- IRON PIPE
HAN) RAIL
OVERALL DIMENSION
OFFICIAL RECORDS BOOK
OF PlNELLAS COUNTY, FLORIDA
PLASTIC PIPE
REINFORCED CONCRETE PIPE
ROAD TIE
SET 5/B- IRON ROO/CAP ,36S6
TOP OF BANK
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NOTES:
1) THE DRAINAGE EASEMENT REC~iOED IN O.R. 4300, PAGE 1353 APPEARS TO BE MISSING
~ CALL OF.N 88'28'57. W, 100.00 FEEr IMMEDIATELY PRECEDINO THE CALL Of'
N 89'21'57 YrlS'i1._ 500.00 'E~r. If' EASE...ENT IS LOCATED AS RECOROED IT Yt1LL
RUN tHROUGH THKt.t (3) BUILDINGS OfT SITE TO THE SOUTH. WOVlNG THE EASEMENT
100.00 FEET TO THE ~ST ClEARS THE BUILDINGS AND "'ORE NEARLY MATCHES THE
DRAINAGE STRUC1URES AS INSTALLED.
2) 40 rOOT RIGHT-OF-WAY EASE..ENT RECORDED IN O.R. 3802, PAOE 87& IS VAGUE AS TO
WCT LOCA l10N OF SAID EASEt.tENT. THE EASE...ENT AS SHOVtt4 HEREON IS SHO~ AT THE
WOST UKEL Y INTENDED posmOl~.
3) EAVES ON ENCROACHINO BUll~'IMO ARE AN ADDlnONAL 0.16' O\t:R PI.AT LINE.
f'OUNDATlON OF BUILDINO "AY ENCROACH, BUT WAS NOT VERIFIED f'OR PURPOSES OF
THIS SURW:Y.
4) SURVEY BASED ON THE EAST UNE OF THE NORTHEAST 1/4 Of' SEC110N 19. TOWNSHIP
29 SOUTH, RANOE 18 EAST, ~NELLAS COUNTY, f'LORIDA AND LEGAL DESCRIPnON AS
PROVIDED.
a) PROPERTY IS SUBJECT TO A ~LORIDA POVtt:R CORPORATlON -BLANKEr EASEWENT AS
RECORDED IN O.R. 4387. PAGE 428.
0) PROPERTY IS SUB~CT TO RESTRIC11VE COVENANTS, CONDITlONS, RESERVATlONS
AND EASEMENTS AS RECORDED IN O.R. 3902, . PAGE 964.
O.R. 4480. PAGE 710, O.R. 44~2, PAGE 392 AND "C).R. 4631, PACE $0$ 00 NOT
APPEAR TO AF'f'ECT SAID PROPt:RTY.
7) BEARINGS BASED ON THE 'htST RleHT-Or-WAY LINE Of' U.S. 1~, STATE ROAD $5, BEING
S 01"28'51- W, AS SHOWN HERtON.
8) SITE LOCATED IN f'EMA FLOOD ZONE C, PER COMt.lUNITY-PANEL NUMBER 125096-0128 C,
"'AP REVISED JUNE " 1~83.
9) THIS SUR\1:Y "'ADE Yt1TH BENEfIT OF AN CHICAGO nTLE INSURANCE COt.lPANY. A.L. T.A.
CO......ITMENT NUMBER 10 2484 010 o00ooo12, DATED JULY 31, 1994
10) ELEVAnONS SHOWN HEREON B~SED ON NAW 88, ...EAN SEALE\1:L · 0.00 FEET
11,) REF'ERANCE BENCH MARK. CAMPUS R RESET E\.EVA11ON 1e.8\ FEET NAW 88
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PLANNIH~.::7 uH:,.4.:': t rv'ii:Nl
, CllY OF CLEARWATER
I HEREBY CERTlFY THAT THIS SURVEY WAS PERf'OR"'ED UNDER MY DIREcnON AND THAT IT
MEETS THE APPUCABLE PORnONS or THOSE TECHNICAL STANDARDS f'OR SURvtYS AS SET
FORTH BY THE FLORIDA BOARD Of' SURvtYORS ANO MAPPERS, PURSUANT TO CHAPTER
81017-e, Of' THE FLORIOA AD...INISTRATlVE COOE.
DATE
Vt1LUA... R. DE LONG, P.S.4c M.
FLORIDA SURVEYORS REG. NO. 3&le
NOT VALID v"THOUT THE SIGNATURE AND
ORIGINAL RAISED SEAL Of' A f'LORIDA
SURVEYOR AND MAPPER.
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SECTION 19, TO
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I\L)PSERY RD.
AU
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SHIP 29,
NGE 16E
18940 U.S. HIGHWAY 19 NORTH
CLEARWATER, FLORIDA
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Vicinity Map - Not to scale
J
INDEX OF DRAWINGS
SHEET
NUMBER DESCRIPTION
C1 AREA PLAN
C2 PARKING PLAN
C3 GRADING PLAN
C4 UTILITY PLAN
C5 DETAILS
L 1 LANDSCAPE PLAN
IR1 IRRIGATION PLAN
IR2 IRRIGATION DETAILS/NOTES
AGENT
MIKE LAMB
SUNCOAST AUTO BUILDERS
CLEARWATER, FL
(727) 561-0764 EXT 169
EB - 0005584
fI'~~'T1~-;\-'~--I'! ;'1-' ":~'-{
t t i~"':.._~__: I ;. f;. ,\1
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2 ENGINEERING, INC.
7804 U.S. HWY. 301 SOUTH
RIVERVIEW, FL 33569-4351
(813) 677-0706 PHONE
(813) 677-9340 FAX
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II('R[ 1 E :'::,DEI^,AL'<
" pc; 'If
EXISTING PROPOSED REQUIRED/LIMIT
LAND AREA 125.032.5 125.032.5 -
DISPLAY
:- xrl(.',:'
, ',' ,'C :OA/EI)EI,1
-""1'('1>, R!I"IF'J"CE[l
CUSTOMER
PARKING
, r if k:-_1 ~ r;:::r
r-, ,,,", F"~,r\1 POD \1., :Tl-j C /1,2'
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VEHICLE
USE AREA
T 11--: G;:-~
:.'PCE':::' :::nhICPETE C,IC'E
16,993
44
FRONT - 75
REAR-242
SIDE-69
75,374 ft2
FRONT -81.5
REAR-195.9
SIDE-53.1
70,687 ft 2
B/\:': ~.'
INTERIOR
LANDSCAPE 7,534 ft2 8,991.6 ft2
AREA
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,~' r=. R" P(_-,~~ R(I~I '(A~ # 35l f
" L' ,/ T 'F
BLDG HGT
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:~l_ E.,i\:\~ OUT
BUILDING
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AREA
c
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"'IFF HVJRAI,IT
<'\' />
!JGW cGLt I.~IUIJBER OF
,,,:H-c; I.'AY '.'A.R'r':
FLOOR
AREA
RATIO
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25'
27'
1 ST -16,045 1 ST -18,590
2ND-9,OOO 2ND-6,800
0.20
0.20
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43
NOTES
1. EXISTING SITE ZONING IS "COMMERCIAL" PER CllY OF CLEARWATER.
PROPERlY ID No. 19/29/16/00000/410/0500.
2. THIS PARCEL IS LOCATED IN FLOOD ZONE "c" AS PER THE FLOOD INSURANCE MAP OF
PINELLAS COUNlY, FLORIDA, COMMUNllY PANEL NUMBER 125096-0128 G, REVISED: JUNE 1 ,1983.
3. ANY DISTURBED AREAS TO BE SODDED WITH ST. AUGUSTINE GRASS (95% WEED FREE).
INSTALL WITH TIGHT JOINTS, ROLLED, AND FERTILIZED.
4. WATER AND WASTEWATER TREATMENT BY CllY OF CLEARWATER.
5. CONTRACTOR TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES AND/
OR SILT SCREENS) DURING CONSTRUCTION TO PREVENT SILTATION OF ADJACENT PROPERlY,
STREETS, AND WATERWAYS (SEE DETAIL 2/C-3).
6. ALL TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION PREPARED BY CAMPBELL CONSULTANTS, INC.
DATED: 01-09-04, ELEVATIONS ARE REFERECED TO BENCH MARK = CAMPUS R RESET
ELEVATION = 16.91 FEET NAVD 88
7, ALL ABOVE GROUND ELECTRIC AND TELEPHONE LINES WILL BE PLACED UNDERGROUND.
8, ALL EXISTING OUTDOOR LIGHTING FIXTURES TO REMAIN WHERE SHOWN.
9, NO DEVIATIONS OR REVISIONS FROM THESE PLANS BY THE CONTRACTOR SHALL BE ALLOWED
WITHOUT PRIOR APPROVAL FROM THE DESIGN ENGINEER. ANY DEVIATIONS MAY RESULT
IN DELAYS IN OBTAINING A CERTIFICATE OF OCCUPANCY.
FRONT - 25
REAR-20
SIDE-10
25'
16,28
'16,35
16,65
16,85
15,98
S 89'28'57" E
15,0.8
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LEGAL DESCRIPTION:
THE NORTH 250 FEET OF THE EAST 500 FEET OF THE FOLLOWING DESCRIBED PARCEL:
A TRACT LYING IN THE SOUTHEAST 1/4 OF SECTION 19, TOWNSHIP 29 SOUTH, RANGE 16
EAST, PINELLAS COUNlY, FLORIDA, SAID TRACT BEING DESCRIBED AS FOLLOWS: FROM THE
NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF SECTION 19, TOWNSHIP 29 SOUTH, RANGE 16
EAST, RUN NORTH 89"28'57" WEST ALONG THE NORTH BOUNDARY OF THE NORTHEAST 1/4 OF
THE SOUTHEAST 1/4 OF SAID SECTION 19, A DISTANCE OF 100.00 FEET; RUN THENCE
SOUTH 01"26'51" WEST ALONG THE WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19, A
DISTANCE OF 300.00 FEET TO A POINT OF BEGINNING, FROM SAID POINT OF BEGINNING
CONTINUE ALONG THE WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19, SOUTH 01"26'51"
WEST, A DISTANCE OF 371.39 FEET; RUN THENCE NORTH 89"26'19" WEST, A DISTANCE OF
249.89 FEET; RUN THENCE SOUTH 01"31'16" WEST, A DISTANCE OF 155.91 FEET; RUN
THENCE SOUTH 89"27'15" EAST, A DISTANCE OF 250.08 FEET TO THE WEST RIGHT-OF-WAY
LINE OF U.S. HIGHWAY 19; RUN THENCE ALONG SAID WEST RIGHT-OF-WAY LINE SOUTH
01"26'51" WEST, A DISTANCE OF 30.00 FEET; RUN NORTH 89"25'37" WEST, A DISTANCE
OF 1004.64 FEET; RUN THENCE NORTH 01"07'36" EAST, A DISTANCE OF 556.27 FEET; RUN
THENCE SOUTH 89"28'57" EAST, A DISTANCE OF 1007.79 FEET TO THE POINT OF
BEGINNING.
LEGEND
D
EXISTING GREEN SPACE
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All drawings, specifications,
or written material appearing
herein constitutes work of
the Engineer and may not
be duplicated to others
without the written consent
of the Engineer.
c tv"
1 s\ e 't
(\. t
Joseph A. Kowalski
Florida P.E. No. 34287
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PARKING REQUIREMENTS
<D DISPLAY AREA = 86 SPACES X 171 ft2 = 14,706 ft2
FRONT DISPLAY AREAS = 1,653 + 382 = 2,287
TOTAL DISPLAY AREA = 14,706 + 2,287 = 16,993/1000 = 16.99
16.99 X 2,5 = 42.43 OR 43 CUSTOMER SPACES REQUIRED
44 CUSTOMER SPACES PROVIDED
@ 22 SPACES FOR EMPLOYEES PROVIDED
Q) TOTAL = 86 + 44 + 22 = 152 PARKING SPACES
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TOTAL PAVED AREA = 70,687 fP
10% OF V.U.A = 7,068.7 fP
INTERIOR LANDSCAPE AREA PROVIDED = 8,991.6 ft2
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All drawings, specifications,
or written material appearing
herein constitutes work of
the Engineer and may not
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without the written consent
of the Engineer.
Joseph A. Kowalski
Florida P.E. No. 34287
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3000 psi (MIN)
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L PROPOSED TYPE
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15.47
15,73
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All drawings. specifications,
or written material appearing
herein constitutes work of
the Engineer and may not
be duplicated to others
without the written consent
of the Engineer.
c.K/
) ( ((01
\ t',,.r
Joseph A. Kowalski
Florida P.E. No. 34287
tr)
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IMPERVIOUS
GREEN SPACE
STORMWATER CALCULATIONS
EXISTING ft2
34,767
17,724
STORMWATER CALCULATIONS
PROPOSED ft2
34,817
17,674
EXISTING ft2
59,678
12,632
PROPOSED ftz
59,374
12,936
IMPERVIOUS
GREEN SPACE
TOTAL AREA 52,491 52,491
* NO ADDITIONAL STORMWATER
TREATMENT REQUIRED
TOTAL AREA 72,310 72,310
* NO ADDITIONAL STORMWATER
TREATMENT REQUIRED
1,,1
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16 35
1608
167
d
TWIN 4" OAK
'665
1685
168'
16 27
S 89'28'57" E
.
5C D 07'
16.60
1655
16,74
16" 06.1-<
17.27
"
U 13" OAK
~D~
;'1 y,
d
d
rl
1 3" OAK
c!
1 7.1
, ()
o iYy(
TWIN 4" OAK
7,06
662
~
1706
1657
16.4
TWIN 3" OAK
~:1 -;
14.7
EXISTING STORMWATER TREATMENT SWALE TO REMAIN
IBM
'-."
)n____~."'\
)
., "~, //
. --- -~- -~- -----"-.-- -
- ~---
0/\<\ 2@'""
2@5"
+--]~
EYISTII'1G 24" RCP
--~....
~" C1 K ...
J
-----, --'---"---__n__,______~
'61
140
~ 16.4
"
~----~
16,20
("
1668
16.78
- -
--
(
~
I
!
PROPOSED 47
12X18 ERCP
/'
,,(
'656
-
1 E b4
'4 6
16 5
,~
16.38
BOX CUT
ELEV. 16,24'
2J
'"
NOTE: ALL GRATE INLETS
TO BE HS20 RATED FOR
HEAVY LOAD TRAFFIC
b
.c
1 E28
"
" 1593
, 6.01
/
PROPOSED 54
~.8 ERCP
) 9" OAK
o
L.F. ,I
EXISTING
GRATE INLET
TO =1557'
INV =13 24'
16,26
...........
~~
_- .. 7/
{b
;; I I 1
I 1~ ~
Ii ~ ~<i)
/ / ~ ~<!
I ~~~<v ~
1<{O
~hr. I ~
" : 117 04
= =: ~f=e{j I
~ I
\\
\\
\\, I
\\
\ '~\
1\\
, 1721
I \\ 1603
\\-2>~
.. I '~~
16,32 /" \'\<<' J:'
J I' - ~~
PROPOSED 52 L.F. .. '-- \;\-fo", ~
12X18 ERCP ~~.. ~
I ~~ ~ ~.==c:
I 15,82 1-
EXISTI~ G
FENCE ENDS l8' N ~ GRATE INLET
I TOR= 1 50'
INV 1 .40'
-u.......
-
/
/
~r"
-
.-
.
.
d"
....^'
"
1676
.
.
,
EXISTING MANHOLE AND
14 L.F. OF 24" RCP
TO BE REMOVED
STORM MAI'IHOLE
TOR= 1 6 73'
IIW = 1293'
.
.
L.F.
~
............
) .
/
1721
" 17.51
d 4" OAK
i 6.72
'\..1
~
$.~
16,03
NOTE: ALL GRATE INLETS
TO BE HS20 RATED FOR
HEAVY LOAD TRAFFIC
1603
-
-
1641
FEI,CE E~IDS 24' N.
.... 163
1595
otto
TC ~ 6 60
I
n
/
\17 1
1/ "
,
( ]
\/
. /\ .
..>Ib K I \/
l(). . '\ .
hi \/19" OAK
. d .'1\. .
\ TC 1 6 50
,
71 ,
. :
.
. J
/
26" OAK
i'- 031' N,
TC 16.33
TC 16 55
ER 15,92
EP 16 02
EP 16 00
EP 16 24
15,58
'I 89'28'57" W
50007'
1705
16,64
",17 31
"
/l...
~
{
-
EXISTING
GRATE INLET
TOR= 15.65'
I~N.=13,60'
"
17,30
"
1
IL
I
I
I
I
GRATE INLET
TOP=1571'
-! <'<-19 bU
J" '.
TC 16.67
ER 16 00
1682
,/
, ,17,28 ,/
" d 14" OAK
17.12
16.68
@
FOOT MANHOLE TYPE P7T
FOOT INDEX NOs 200 & 201
RIM EL = 16.58
FL (E) = 13.09
FL (S) = 13.09
@
FOOT MANHOLE TYPE P7T
FOOT INDEX NOs 200 & 201
GRATE EL = 16.46
FL (SE) = 13.14
FL (N) = 13.14
@
FOOT MANHOLE TYPE P7T
FOOT INDEX NOs 200 & 201
RIM EL = 16.75
FL (W) = 12.92
FL (N) = 12.92
FL (S) = 12.92
17,22
1696
FENCE CORNER 0,4' N, ~ :
j7.30 ~
FE'CF CORNER 0" N\:
\/ 1\ .\
~d,
12" OAK
12" OAK
7 10
663
-
EXISTING
GFiATE INL ET
TOR= 15,85'
IN\! = 1 4.05'
EXISTING 12"RCP
~~
-- ( "
IS
I:~
"
1735
"
16,97
a:==:I
TC 16. 3
./ EP 1 6 3
(1 26, OAK
. ' .
~g9--.>. _ _ _
----
12"RVC
== == ===till
16,62
16 11
/ PROPOSED 6" C-900
,--,-, _ FIRE LINE ~NSION ~
PROPOSED FDC ~ ~
1606 ~
'tf ..1
.
- ...
'=TI
I
~--D
.52
16.8
~--D
~
r:?'
....
~
I
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c::=::::I
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"....
o
WELL
-
-1-
,~ I
d
TOR= 5.80'
EXISTING
GRATE INLET
1 'RCR
INV. 1395'
,/ -!> <\.-
. 1.
TC 16. 2
"j EP 1624
ri17.7 , 4" UNK
..~"'.. .. /.. ..
TC 6 73
EP 16 26
\
(
--G<SA
. -'. \.).
. I .
22" OAK
\ TC
TC 16.57
/
16,76
ER 16 18
ER 161 ~
1594
17,39
,0
16,75
16.84
16,47
"
;:<0'
....
13" OAK
17,24
16,77
1626
6,22
16i5
1622
I
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-
1-
~
..."l<\l'......,.. ...'.\ "".1 ~'\l~,~...,'~-....,.........._,_..,.~".._ ,~....._ ..."'".____~ __.
GRAPHIC SCALf
20 0
~
10
I
20
I
PROPOSED 54 L.F. -------...... I
12X18 ERCP ~
(r- ___~
PROPOSED NEW F.H. ~ .......---: ---
TO BE INSTALLED PER t:::: ~
CITY OF CLEARWATER '''f..\'O''?!!- ~
REQUIREMENTS s \-\G \.:::...- ~ ~
('I-I ...---- \ ~
~ \-- ~\/22 "
~. ~
~ ~\'
'M' (V
-!0!STING 72"
___ ~ !..~'R p
- ====- _ _ IN = 1 3 65
-- ==-
I
I
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- - I - - PROPOSE~ 1/2~PV~WATER LINE
EXISTING - - -
I 1663 - -
I _______ -------
1-"""'-""--- ~..'? C
=== -ll1ilt - =1= = == == ~ = '~::!:6,1= = ==
7///A I _
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I I I I I
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~ I '616 d I I 16,20
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- r \ I T ~ /1 <::......
17 26) " 16 8 J., . ~', \ I I III
16801 I! \ ,
: /V1;1 \: II
: / III~ ~II
1/ I IN,
:~JY II
-.J I I I
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1687 I
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l' I~ ~0
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17 04
FIR/C LB#021
0.2' N, 0,2' E
. 17A
I NEW F.H. LOCATION-
I
TO BE INSTALLED PER
CITY OF CLEARWATER
REQUIREMENTS
I
I 16,82
16.37
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-
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# 3616
1654
16.14
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00
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40
I
( IN fffT )
1 ~- 20(t:
16.43
GRATE INLET
TOP= 1567'
INV,= 1233'
REFERENCE BENCHMARK
CAMPUS "R" RESET
(RIN,CTY.DSK,)
ELEV= 16.91
EXISTING F.H.
TO BE RELOCATED
OJ
"
15.65
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15,37
o
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1514
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All drawings, specifications,
or written material appearing
herein constitutes work of
the Engineer and may not
be duplicated to others
without the written consent
of the Engineer.
I jJ- K/
xr (./~I' ~
Joseph A. Kowalski
Florida P.E. No. 34287
It')
b~ ~
0
=~
~~ ~
U
HANDICAP SIGN
5' CONCRETE
SIDEWALK
... . 4'" .I ...
""4 . ..'" j ...
. .
... .I" 4"
.' .
. ."4
~ ~4
, .. ."
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..
, .
,
. ,
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6,
6,
("\
9.0'
12,0'
FACE OF CURB OR
EDGE OF PAVEMENT
-
/ , '\
I ~nn,:,'., ~ \
\ ~U~a5 /
.'-;);2"
6 6"
2"
/ ':, ..,' '\
I w: ...'..t::J. ~ . w )
~ ," " ~'::3
" as, "",.".",., " ',rn /
JE:[ 2;.
(3) 6" WHITE
CHEVRONS EQUALLY
SPACED PER AISLE
'0
.-
6"
W
lk:
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NOTES:
1, METAL POST TO BE GALVANIZED, ALL BOLTS, NUTS, WASHERS
AND SCREWS MUST BE RUSTPROOF.
2. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE
A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.1.
3. SIGNS WILL BE FABRICATED BY USING REFLECTING COATING IN THE
SYMBOL, MESSAGE AND BORDER APPLIED TO A SHEET ALUMINUM
BACKING (.080) IN THICKNESS.
4. MESSAGE LETTERING SHALL BE UPPER CASE (BLACK)(SERIES C)
1.5" HIGH IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES. EXCEPT AS NOTED ON SHEET 2 OF 2.
5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS, A WHITE WHEELCHAIR
FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) ON A SQUARE BACKGROUND,
INTERNATIONAL BLUE IN COLOR (FED. STD. 5'950, COLOR #15180).
6. SIGN POST SHALL BE MIN. 2'-0 CLEAR FROM BACK OF CURB.
7. THE USE OF PROPERLY LOCATED BOLLARDS IN ACCESSIBLE PARKING SPACES
ARE ACCEPTABLE SUBSTITUTES FOR REGULAR BUMPER GUARD.
8. MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES SHALL BE
PER FLORIDA ACCESSIBILITY BUILDING CODE SECTION 4.6.3.
I...
3' or 5' square
--I
MANDATORY
White on Blue Background
DISABLED PARKING DETAIL
NOT TO SCALE
PROTECTIVE BARRIERS
are used during land alteration and construction activities to protect trees and natural areas to be retained
on a site. All trees should be barricaded meeting the specifications as illustrated. Protective barriers must
be erected around TREES to be retained within an area where land alteration and construction activities will
occur as well as along NATURAL AREAS where such areas are adjacent to permitted land alteration and
construction activities. A PROTECTIVE BARRIER must remain in place until the land alteration and construction
activities are completed or until commencement of grade finishing and sodding, No ground disturbance may
occur within the barricaded area.
TREES - To restrict access into the area within the DRIP LINE of a
tree, a physical structure not less than 3 feet in height, comprised
of wood or other suitable material, is placed around the tree at the
DRIP LINE, except where land alteration or construction activities are
approved within the drip line. The DRIP LINE of a tree is the imaginary,
vertical line that extends downward from the outermost tips of the
tree's branches to the ground. (Fig. A)
NATURAL AREAS - To restrict access into areas where land alteration
and construction activities are not authorized, a physical structure not
less than 3 feet in height is placed along the perimeter of such areas.
Fig. A
BARRIER SPECIFICATIONS:
FOR TREES - Four corner upright stakes of no less than 2" x 2"
lumber connected by horizontal members of no less than 1" x 4"
lumber; or upright stakes spaced at 5' intervals of no less than
2" x 2" lumber connected by silt screen fabric or material of
comparable durability. (Fig. B)
FOR NATURAL AREAS - Upright stakes of no less than 2" x 2" lumber
spaced no more than 25 apart and connected by twine flagged with
plastic surveying tape at regular intervals of 5 - 10'. (Fig. C)
Other methods of demarcation will be considered depending upon the
characteristics of the site.
Fig. B
WHY A BARRIER
1. To protect all above ground portions of trees and other significant
vegetation from mechanical damage.
2. To protect root systems from compaction,
3. To provide awareness of protected areas to equipment operators.
WHY IT WORKS
A tree's chance for survival is greatly enhanced if no construction
material, heavy equipment or stockpiling of soil is allowed inside the
barrier; only hand labor.
. Any tree trimming or root pruning shall be in accordance
with the NATIONAL ARBORIST ASSOCIATION (NAA) pruning standards.
Fig. C
TREE BARRICADE DETAILS
NOT TO SCALE
1'-6"
I'" -,
z"......
-a..
::iE~
I '-"
....
INTERNATIONAL SYMBOL
OF ACCESS (SEE NOTE 5
ON SHEET NO.1)
I
10
I
3/8" HOLES DRILLED ON 1"
CENTERS FULL LENGTH IN
METAL POST
(MOUNT WITH 5/16"
)( 2 1/4" BOLTS, TOP
AND BOTTOM OF SIGN)
.
....
WHITE ON BLUE BACKGROUND
I
o
I
P ARK/NG BY
DISABLED
PERMIT
ONLY
WHITE BACKGROUND
BLACK MESSAGE
LETTERING
.
....
I
o
I
V10LA TORS
\\1LL BE
RNED $250.00
.
....
I
o
I
,.....
[ J
L ...llJ.l- -1
r:fr:l
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LV~
I 1'-0" I
... ..
3 1/8"
5/8" ~ 1
-i,l~
'-L :::-
-.J,L 1
CONCRETE FOOTING
SIGN DETAIL
N.T.S
METAL POST
WT. OF B~K POST SHALL BE
2-2 1/2 II/FT.
SECTION A - A
6"
o
@
@
1 1/2" S-1 ASPHALTIC CONCRETE SURFACE COURSE
6" L1MEROCK BASE, 98% OF MAXIMUM DENSITY AS PER
AASHTO 0-1557
12" COMPACTED SUBGRADE. 95% DENSITY
ASPHALT PAVEMENT SECTION
NOT TO SCALE
FINISH GRADE
1-
5'-0"
_ X" PER FOOT SLOP~ 1
':.:t-
.. ,
. ,
. ,
". " .
'.
, ,
..' ..
NOTES
1 . CONCRETE FOR SIDEWALK TO BE CLASS A,
3000 PSI, 5.5 BAG MIX w/4-7 ENTRAINMENT.
2. 6" THICK CONCRETE IN R.O.W. AT DRIVEWAY
SECTION @ CONCRETE SIDEWALK DRIVEWAY
NOT TO SCALE
SILT STOP
POST
SILT STOP
METHOD OF INSTALLATION
1" x 2" x 4' STAKES
(MIN. 2 PER BALE)
z
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~
~ ~ ~ ~
~
'\lVV
'\lVV
FABRIC SEDIMENT CONTROL DETAIL
ALL SEDIMENT CONTROL BARRIERS SHALL BE IN
ACCORDANCE WITH APPLICABLE ENVIRONMENTAL
REGULATIONS AND CONDITIONS OF PERMITS
HAY BALE SILTATION BARRIER DETAIL
THE CONTRACTOR SHALL MAINTAIN SILT BARRIERS
THROUGHOUT TIME OF CONSTRUCTION ACTIVITY
SEDIMENT CONTROL DETAILS
NOT TO SCALE
14'-8"
~
~~.
o ~ti
~O\~
< ~~
~~~
Ocr3~
~ ~~
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-q-U
0\
00
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I I
I · 6
10'-8" I I
I
I
-fT - - - -0- ---, I
L 6" DIA. STEEL I I
BOLLARDS I · I
CONC, FILLED (TYP) ~ ~ 0
~~ I I
I.&J~
~ffi I. I
~Q. I I
. I
I
6"d steel pipe
bollard, filled
wjconcrete, painted
traffic yellow
U
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0
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m
w
12'
CLEARANCE MIN.
00
18"d conc. ftg.
crown top of ftg.
DROP PIN
HOLE (TYP.)
If
I
4' I
MIN. I
L
SWING GATE
(TYP. )
o
PLAN
TI E BEAM WITH
1 -65 REBAR
CONTINUOUS
BOLLARD
DETAIL
12'
CLEARANCE MIN.
SWING GATE
(TYP .)
1 -#5 AT 4'
CENTER
6'
DROP
PIN
(TYP .)
All drawings, specifications,
or written material appearing
herein constitutes work of
the Engineer and may not
be duplicated to others
without the written consent
of the Engineer.
G
3000 P.S.I. CONCRETE SLAB
WITH FIBER MESH REINFORCING
- MONOLITHIC, MIN 6"
THICKNESS, 6"X6"/ 1 OX1 0
W.W.F,
ADE
8"X 16" CONCRETE
FOOTING
W/ 2- 65 REBAR (TYP.)
ELEVATION
f-'- ':"~..\-"...:.- .. ~.. -- I,., ~
,. \ ' ~ -' 1 \ I I \ ~.
h I ,,'..;;....-..----'--'---'-.-...
" I! :' ,r 'f
I: .. t l ;.;;
\; :,', il DEl''''' 1 7 ,'u('l~ I I: '.,
;;I~ .... ('J r~\l~
~ I \ '.j \: ,_J .
~ -! -l . ~
l PL~,:~':-~-~.Y'~~'.~' ,:'~;Jc,~\
(:: ~~~~~.._:. :._-~- ,..~- _.~...._-~
V)
r/) ~
~ 0
~
l:.IJ t.r)
0 U
Joseph A. Kowalski
Florida P.E. No. 34287 -
DUMPSTER DETAIL
NOT TO SCALE
C
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:(.'(.'(. y. X .x. x. x. y. y. y. X'X'Y. y.)(. X. X .y.y.y.'f..Y. l' l' X' X .y.'/.. X. X'Y. X.y .'(.y. X. x.. X. X. X. X. X. X. X. X. X.y. X. X. .X' 1'Y .y. y.y. X. X~ x .y.y.y .y. X. X. Y.Y.Y'X' X. X. x.. X. X .)C.;(. x.. x..'/... X.y.'/.. ~X.
fAR\~I~ ." .' ... .. .' .~
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"58'
'~ 82 5('~,\.
f6V\ r6V\ iSA\T\ ~ iSA\r6V\
/iV\\2.J \2 n2 oj fIV\ I QV \ \'L67 2 J
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LANDSCAPE REQUIREMENTS
PER 1llE CITY Of
aENlWATER lAND
DEVELOPMENT REGULA110NS
PERNETER
R.O.W.
US 1 9 = 250 LF
1 TREE PER 35 LF = 7 TREES
100% SHRUBS = CONTINUOUS HEDGE PROVIDED
PROVIDED:
(7) EQUIVAlENT EXISTING TREES
rSf::\
\3V
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GENERAL LANDSCAPE NOTES.
MA TERIALS LIST (MINIMUM LANDSCAPE REQUIREMENT)
aTY KEY
COMPATIBLE LAfC)-USE ADJACENCY.
(V,U.A. FRONTAGE ONLY, EXCLUSIVE OF ACCESSWAYS) =
5' BUFFER WIDTH
1 TREE PER 35 LF AND 100% SHRUBS
NORTH - 500 LF / 35 = (14) TREES REQUIRED
PROVIDED:
EXISTING TREES ARE CREDITED TOWARDS THIS REQUIREMENT
1. ALL LANDSCAPE MATERIAL SHALL BE FLA, NO. 1 GRADE OR BETTER, AS
SPECIFIED IN GRADES AND STANDARDS fOR NURSERY PLANTS, PARTS I AND
II, BY DIVISION OF PLANT INDUSTRY, FLORIDA DEPARTMlENT OF AGRICULTURE
AND CONSUMER SERVICES, AND SHALL CONFORM TO CURRENT AMERICAN
ASSOCIATION OF NURSERYMAN STANDARDS FOR NURSE RY STOCK. LANDSCAPE
MATERIAL SHALL BE PLANTED ACCORDING TO SOUND NURSERY PRACTICES.
2. ALL HEDGES SHALL BE A MINIMUM OF 3 GALLON AT 118" HIGH AT THE
TIME OF PLANTING AND SPACED NO GREATER THAN 36" ON CENTER.
SHRUBS SHALL NOT ADVERSELY IMPACT EXISTING TREE ROOT SYSTEMS AND
SHALL BE FIELD ADJUSTED IF NECESSARY.
WEST - 250 LF / 35 = (7) TREES REQUIRED
PROVIDED:
EXISTING TREES ARE CREDITED TOWARDS THIS REQUIREMENT
3, ALL REQUIRED TREES SHALL HAVE A MINIMUM OF 2,5'" TRUNK CALIPER
AT TIME Of PLANTING, ADJUST TREE LOCATIONS AS NfECESSARY TO AVOID
UTILITIES, OBSTRUCTIONS, ETC.
SEE MATERIALS LIST FOR EXACT SPECIFICATIONS.
SOUTH - 500 LF / 35 = (14) TREES REQUIRED
PROVIDED:
EXISTING TREES ARE CREDITED TOWARDS THIS REQUIREMENT
INTERIOR
VEHCULAR USE AREA.
V.U,A. (REF, TO SITE PLAN) = 70,687 SF
(10% OF GROSS V.U,A.) WITH
150 SF MIN. AREA / 8' MIN. GREENSPACE
REQ'D LANDSCAPE AREA = 7,069 SF
PROVIDED LANDSCAPE AREA = 9645 SF
4. ALL REQUIRED TREES SHALL BE LOCATED A MINIMUM Of 5 FEET FROM
IMPERVIOUS SURFACES, ALL SHRUBS 2 FEET.
5. AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM SHALL BE INSTALLED
TO MAINTAIN THE LANDSCAPE AREA IN A HEALTHY MANNER AND PROVIDE
100% COVERAGE, SEE IRRIGATION PLAN.
6. THE CONTRACTOR SHALL SOD ALL DISTURBED AREAS, ALL PLANTING
SHALL BE MULCHED TO A 2" MINIMUM DEPTH.
PROVIDED:
1 TREE PER 150 SF REQ'D INT. L.A, = 7,069 /150 = 47 TREES REQUIRED
(47) EQUIVALENT EXISTING TREES WITH MIN. (1) TREE PER LANDSCAPE ISLAND
SHRUBS: 50% REQUIRED GREENSPACE = 7,069 X 50% = 3,535 SF
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP OF PREMISES
AND REMOVAL OF ALL DISCARDED AND SURPLUS MATERIALS, AND RUBBISH.
8. VERIFY THE LOCATIONS OF EXISTING TREES, LAWNS, AND SHRUBS. REMOVE
EXTRANEOUS MATERIALS SUCH AS ROCKS, BRANCHES, BUILDING MATERIALS
OR UNACCEPTABLE SOILS PRIOR TO PLANTING SOD, TREES, AND SHRUBS
WHERE ENCOUNTERED.
BULDNi FOUNDATION PLAN1'M&
FACADES FACING R,O.W. ONLY = 90 LF
5' PLANTER WIDTH = 450 SF
2 ACCENT TREES OR 3 PALMS PER 40 LF = (7) PALM TREES OR (5) ACCENT TREES
1 SHRUB PER 20 SF
OR 50% SHRUBS / 50% GROUNDCOVERS = (23) SHRUBS & 225 SF GROUNDCOVERS
9, CONTRACTOR SHALL BECOME ACQUAINTED WITH THE RELATED PAVING,
SITE GRADING , AND ALL UTILITIES (INCLUDING WATER" SEWER, AND
ELECTRICAL SUPPLY) TO PRECLUDE ANY MISUNDERSTANDINGS AND ENSURE
A TROUBLE FREE INSTALLATION.
EXlSTIiO TREE CREDIT
10. THE EXACT LOCATION OF ALL EXISTING STRUCTURES, UNDERGROUND
UTILITIES , AND PIPES MAY NOT BE AS INDICATED ONl DRAWINGS; THE
CONTRACTOR SHALL DETERMINE THE LOCATION OF THIESE ITEMS AND
SHALL CONDUCT HIS WORK IN A MANNER TO PREVENIT INTERRUPTION OR
DAMAGE TO EXISTING SYSTEMS WHICH MUST REMAIN <OPERATIONAL. THE
CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITY
SERVICES WHICH MUST REMAIN OPERATIONAL AND SHALL BE RESPONSIBLE
FOR THEIR REPLACEMENT IF DAMAGED BY HIM.
TOTAL CALIPER OF
EXISTING TREES TO
BE REMOVED
23"
TOTAL CALIPER OF
EXISTING TREES TO
REMAIN
416"
TOTAL CALIPER INCHES REMOVED =
TOTAL CALIPER INCHES RETAINED =
~
416 IN
12. CONTRACTOR SHALL CALL SUNSHINE STATE ONE-CALL AT LEAST 48 HOURS
PRIOR TO DIGGING. (1-800-432-4770).
TOTAL EXISTING TREES CREDITED FOR
MIN, TREE REQUIREMENT = 393 IN / 2,5 IN - (157) TREES
(92) TOTAL TREES REQUIRED; NET EXCESS = (65) 2.5" CALIPER TREES
2
16
5
6
18
352
10
350
159
165
197
30
461
50
425
530
200
AR
QV
LI
TDl
HR
IV
MC
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SA
SB
TO
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ANN
GRAV
SOD
BOTANICAL NAME
Acer rubrum
Quercus virginiana
Lagerstroemia indica 'Tuskegee'
Taxodium distichum
Hibiscus rosa-sinensis
lIex vomitoria
Myrica cerifera
Philodendron 'Xanadu'
Raphiolepis indica 'Alba'
Schefflera arboricola 'Variegata'
Spartina bakeri
Tripsacum dactyloides
Viburnum suspensum
Zamia pumila
Lirope muscari 'Evergreen Giant'
Trachelospermum asiaticum
Annuals spp.
GRAVEL
Paspalum notatum
COMMON NAME
Red Maple
Live Oak
Red Crape Myrtle
Bald Cypress
Hibiscus
SPEClFICA liONS
B/B, min, 10' Oah X 4'-5' spr., 2.5" caliper
B/B, min. 10' Oah X 4'-5' spr., 2,0' caliper
B/B, min. 10' Oah X 4' -5' spr., 2.5" caliper
B/B, min. 10' Oah X 4'-5' spr., 2,5" caliper
3 gal. @ 36" o.c,
3 gal. @ 30" o.c.
3 gal. @ 36" o,c,
3 gal. @ 30" o,c.
3 gal. @ 30" O.c,
3 gal. @ 30" o,c,
3 gal. @ 36" o,c.
3 gal. @ 42" O.c.
3 gal., 24" ht, @ 36" o.c.
3 gal., 24" o,c.
Yaupon Holly
Wax Myrtle
Xanadu Philodendron
Dwarf Indian Hawthorn
Dwarf Variegated Schefflera
Sand Cordgrass
Fakahatchee Gross
Sandankwa Viburnum
Coontie Palm
Giant Liriope
Minima jasmine
Annuals Spp,
GRAVEL
Bahia Sod
1 gallon, @ 24" o.C,
1 gallon, @ 18" o.c.
4" dia. pots, @ 9" o.c.
CY.
Provide add alternate cost for St. Augustine
'Floratam'
(92) TOTAL TREES REQUIRED; NET EXISTING TREE CREDIT EXCESS = (65) 2.5" CALIPER TREES
=
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(3) 1/T' DIAMETER REINFORCED
RUBBER HOSEI ff MINIMUM
(3) FlAGGING TAPE MARKERS
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.
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TREE SHALL BE STAKED USING '14
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STAKES DRIVEN BELOW GRADE AT A
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REMOVE TOP 113 BURlAP
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IL
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120 DEG:;; ;;0~"0 OEG 1,,-; '1m]l~ "II~~12.t iTii'L ""'''''0 """""
i ( ( MIN. MIN, ALL. TREES SHALL BE WATERED IN THOROUGHLY WITH
A HIGH PRESSURE WATER NOZZLE AND PACKED WITH SOIL
~ TO REMOVE EXISTING AIR POCKETS AND TO PREVENT
120 DEG FURTHER TREE SETTLEMENT.
,
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20 0
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( IN FEET)
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1. SPACING VARIES SEE
PLAN/SCHEDULE
2. PLANT SHALL BEAR THE
SAME RELATIONSHIP TO
ANISHED GRADE AS IT
BORE IN THE CONTAINER,
3. PLANTING HOLE SHALL
HAVE VERTICAL SIDES,
~:5' MULCH LAYER
FINISHED GRADE
IHl1-UJ- ~, ,K/.Y 'x.l.Sl', >[[ W:::l11
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STAKING PLAN
NOT TO SCALE
PLANTING BACKFILL
EXISTING SUB GRADE
TYPICAL TREE PLANTING
NOT TO SCALE
SHRUB/ GROUND COVER
PLANTING DETAIL
NOT TO SCALE
ADDITIONAL NOTES
ALL INTERIOR LANDSCAPE AREAS NOT DEDICATED TO TREES OR TO
PRESERVATION OF EXISTING VEGETATION MUST BE LANDSCAPED
WITH GRASS, GROUND COVER, SHRUBS OR OTHER APPROVED
LANDSCAPING MATERIALS, SAND, GRAVEL, ROCK, SHELL OR
PAVEMENT ARE NOT APPROPRIATE LANDSCAPE MATERIALS,
A THREE-INCH MIN. LAYER, AFTER WATERING-IN, OF MULCH OR
OTHER RECYCLED MATERIALS MUST BE PLACED AND MAINTAINED
AROUND ALL NEWLY INSTALLED TREES, SHRUBS, AND GROUND
COVER PLANTINGS. EACH TREE MUST HAVE A RING OF MULCH NO
LESS THAN 24 INCHES BEYOND IT'S TRUNK IN ALL DIRECTIONS.
AREAS NOT PLANTED WITH TREES, SHRUBS, OR GROUNDCOVERS
SHALL BE SODDED.
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CALL 48 HOURS
BEFORE YOU DIG
Itls the Law!
1-800-432-4770
~
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CONTRACTOR SHALL INSTALL NEW IRRIGATION SYSTEM WITH A
MOISTURE SENSING DEVICE TO PROVIDE 1 00% COVERAGE TO
ALL LANDSCAPE AREAS, THE SYSTEM SHALL PREVENT THE
APPLICATION OF WATER TO IMPERVIOUS AREAS SUCH AS PAVEMENT
NOTE: LANDSCAPE PLANTING BASED ON CITY OF CLEARWATER
LANDSCAPE REQUIREMENTS
SUNSHINE STATE ONE CALL OF FLORIDA. INC. ~......
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HARDEMAN. KEMPTON
& ASSOCIATES
Landscape Architects
2207 W, NORTH 'A' Sf, TAJ.lPA FL 33606 (B13) 25B-0066
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PREPARED Ut\{)ER ,
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RAIN BIRD 1806 SERIES POP-UP wi
RAIN BIRD 1806 SERIES POP-UP wi
RAIN BIRD 1806 SERIES POP-UP WI
RAIN BIRD 1806 SERIES POP-UP WI
RAIN BIRD 1806 SERIES POP-UP wi
RAIN BIRD 1812 SERIES POP-UP wi
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SHOWN FOR CLARITY ONLY. ROUTE PIPE AWAY FROM
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DIG ONLY UNDER DRIP LINE OF EXISTING TREES.
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15' NOZZLE (ARC AS NEEDED)
12' NOZZLE (ARC AS NEEDED)
10' NOZZLE (ARC AS NEEDED)
8' NOZZLE (ARC AS NEEDED)
15' STRIP NOZ. (ARC AS NEEDED)
15' NOZZLE (ARC AS NEEDED)
12' NOZZLE (ARC AS NEEDED)
10' NOZZLE (ARC AS NEEDED)
8' NOZZLE (ARC AS NEEDED)
15' STRIP NOZ. (ARC AS NEEDED)
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RAIN BIRD PGA-100 1" REMOTE CONTROL VALVE
TERMINATION POINT OF SPARE WIRE FROM IRRIGATION CONTROLLER
POINT OF CONNECTION - 1" POTABLE WATER METER
(28 GPM AT 60 PSI REQUIRED)
WATTS 800M2QT - 1" BACKFLOW PREVENTION DEVICE
(CHECK LOCAL CODES)
RAIN BIRD ESP-12LX+ HYBRID IRRIGATION CONTROLLER
WI HUNTER "WIRELESS RAIN-CLlK"
(SEE IRRIGATION NOTES FOR INSTRUCTIONS)
MAIN LINE - SCH 40 PVC (UNLESS OTHERWISE REQUIRED BY
LOCAL CODE) - SIZED AS INDICATED
LATERAL LINE - PVC CLASS 160 - (UNLESS OTHERWISE
REQUIRED BY LOCAL CODE) - SIZED AS INDICATED
NOTE: ALL LATERAL LINES NOT SIZED SHALL BE 3/4"
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[SJ HUNTER PGJ-06 PART CIRCLE ROTOR wi # 1.0 NOZ (ARC AS NEEDED)
[!] HUNTER PGJ-06 PART CIRCLE ROTOR WI #1.5 NOZ (ARC AS NEEDED)
~ HUNTER PGJ-06 PART CIRCLE ROTOR wi #2.0 NOZ (ARC AS NEEDED)
-------- RAIN BIRD #LD-09-12 IN-LINE PRESSURE COMPENSATING DRIP TUBING
.s RAIN BIRD PGA-100 REMOTE CONTROL VALVE
wi DFR100-140 MESH FILTER AND PRV075HF -25 REGULATOR
A POINT OF CONNECTION - PVC TO DRIP TUBING
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GALLONS PER MINUTE
VALVE DESIGNATION GUIDE
CALL 48 HOURS
BEFORE YOU DIG
It's the Law!
1-800-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC, ~....,
( IN FEET)
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All drawings, specifications.
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PREPAR~D UN~ER
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ERVlSION OF:
JASON 'E~ 'RINARD R,L,A,
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SUPPLY PIPING SHALL BE FLUSHED FREE OF ALL DIRT, DEBRIS, AND CHIPS
PRIOR TO THE iNSTALLATION OF THE BACKFLOW PREVENTOR.
IRRIGATION NOTES:
1. IRRIGATION CONTRACTOR SHALL EXERCISE CARE SO AS TO NOT DAMAGE
EXISTING UTILITIES. IRRIGATION CONTRACTOR SHALL VERIFY EXISTING
UTILITIES. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE
IMMEDIATE REPAIRS OF ANY DAMAGE CAUSED BY HIS WORK.
ALL MAIN LINE PIPING SHALL BE BURiED AT A DEPTH TO HAVE A MINIMUM
COVER OF 18". ALL LATERAL LINE PIPING TO HAVE A MINIMUM COVER OF 12".
IRRIGATION CONTRACTOR TO BE RESPONSIBLE FOR ALL ELECTRICAL HOOK-UPS,
2.
RAIN BIRD 1812 HIGH-POP L FINISH GRADE 3.
OR PGH-ADJ ROTOR
4.
z ~5 REBAR STAKE
:2 SCH. 80 NIPPLE l NGTH !JS REQ'D
N MIN. 24' BELOW 5.
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HOSE - 18" MIN. SCH 40 PVC
COMB. ELL 6.
7.
SCH. 40 PVC TEE PVC LATERAL LINE
SLEEVES SHALL BE REQUIRED UNDER ALL SIDEWALKS AND DRIVEWAYS.
MINIMUM SLEEVE SIZE SHALL BE 2".
12" HIGH POP-UPS SHALL BE USED IN ALL SHRUBBERY AREAS.
SUPPORT THE RISER WITH A #5 REBAR STAKE AND NYLON CABLE TIES.
ALL 24 VOLT WIRES FROM THE IRRIGATION CONTROLLER TO THE REMOTE
CONTROL VALVES SHALL BE AWG SIZE 14, TYPE UF DIRECT BURIAL, SINGLE
STRAND WIRE. WIRES ARE TO BE BUNDLED TOGETHER THEN TIED TO THE
BOTIOM OF THE MAIN UNE PIPE W/TIES AT 10' INTERVALS. WIRE BURIED
IN TRENCHES W/OUT MAIN LINE PIPE SHALL BE INSERTED IN 1/2" CL 160
PVC PIPE AND BURIED WITH A MINIMUM COVER OF 16".
8. IRRIGATION CONTRACTOR SHALL HAVE THE BACKFLOW PREVENTOR TESTED BY
A CERTIFIED TECHNICIAN.
HIGH POP-UP SHRUB SPRINKLER
9. BACKFLOW PREVENTOR SHALL BE TESTED AT LEAST ANNUALLY.
10. REFER TO THE LANDSCAPE PLAN WHEN TRENCHING TO AVOID TREES AND SHRUBS.
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ALL OTHER PIPING SHALL BE CLASS 160 OR 200.
FINISH GRADE
RAIN BIRD 1806 POP-UP
OR PGP-ADJ ROTOR
12. ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN 18" FLEX
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115. IRRIGATION CONTRACTOR SHALL PREPARE AN AS-BUILT DRAWING ON
REPRODUCIBLE PAPER SHOWING ALL INSTALLATION THAT DEVIATES FROM THESE
DRAWINGS. THE AS-BUILT SHALL LOCATE ALL MAIN LINE PIPING, CONTROL
WIRES AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES,
10
SCH 40 PVC
STREET ELL
1 6. ALL VALVES, GATE VALVES AND QUICK COUPLING VALVES SHALL BE INSTALLED
IN VALVE BOXES. VALVE BOXES SHALL HAVE A MIN. 3" BED OF PEA GRAVEL.
17. ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A
LANDSCAPED AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE
INSTALLED ON THE PROPERTY OR RIGHT OF WAYS AND INSIDE THE LANDSCAPE
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pop-UP TURF SPRINKLER
19. EXACT CONTROLLER LOCATION TO BE COORDINATED WITH AN OWNER'S
REPRESENTATIVE PRIOR TO INSTALLATION.
20. PROPERLY GROUND THE CONTROLLER TO A 5/8" X 8' COPPER CLAD GROUND
ROD WITH AWG #6 BARE SOLID COPPER WIRE. ALL SPLICES AND CONNECTIONS
TO THE 24 VOLT CONTROL WIRE SHALL BE MADE WITH KING TECHNOLOGY #6
WIRE CONNECTOR,
21. ALL PIPE AND FITIINGS SHALL BE IN ACCORDANCE WITH LOCAL CODES.
22. INSTALL DRIP TUBING AT GRADE AND COVER WITH MULCH. TYPICAL SPACING
FOR DRIP TUBING is 18" TO 24" ON CENTER. SPACING TO BE ADJUSTED
FOR PLANT LAYOUT. REFER TO LANDSCAPE PLAN. ANCHOR TUBING EVERY 10'
WITH 12" LONG PLASTIC TUBING STAKES.
MALE ADAPTER
TREE BUBBLER DETAIL
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