FLD2004-07054 (2)
FLD2004-07054
608 Harold Ct
HAROLD COURT
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CITY OF CLEARWATER
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTIE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
LONG RANGE PlANNING
DEVELOPMENT REvIEW
November 17, 2004
Mr. Jeff Eller
Ocean Properties of Clearwater, LLC
3891 Coquina Key Drive SE
St. Petersburg, Florida 33705
RE: Development Order - Case FLD2004-07054- 111 South Belcher Road
Dear Mr, Eller:
This letter constitutes a Development Order pursuant to Section 4-206D.6 of the Community
Development Code. On November 16, 2004, the Community Development Board reviewed your
Flexible Development application to permit retail sales within an existing one-story commercial
building with reductions to the front (west) setback from 25 feet to six feet (to existing building)
and from 25 feet to 12.5 feet (to proposed pavement), a reduction to the side (south) setback from
10 feet to four feet (to existing and proposed pavement), as a Flexible Development Project,
under the provisions of Section 2-704,N, and reductions to the landscape buffers along the south
property line from five feet to four feet and a reduction in the front (west) landscaping adjacent to
the building (west side) from 15 feet to six feet, as part of a Comprehensive Landscape Program,
under the provisions of Section 3-1202,G., for the site at 111 South ,Belcher Road.
Based on the application and the Staff recommendation, the Community Development Board
(CDB) APPROVED the application with the foHowing bases and conditions:
Bases for Approval:
1. The proposal complies with the Flexible Development criteria per Sections 2-702 and 2-704,
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913,
3, The development is compatible with the surrounding area and will enhance other
redevelopment efforts.
Conditions of Approval:
1. That the landscape plan be revised to the satisfaction of Planning staff prior to any building
permit issuance;
2. That all Fire Department concerns be addressed prior to Certificate of Occupancy;
BRIAN] AUNGST, MAYOR-COMMISSIONER
HoYf HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, CO\lMIS:'IOt>.ER
FRANK HIBBARD, COMMI'iSIONER * BII L]ONSON, COMMISSIONfR
"EQUAl. EMPLOYMENT AND AFFIRMA'I IVE ACTION EM PI OYER"
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Jeff Eller, Page Two
3. That dumpster service be established with a dumpster enclosure installed to city
specifications, prior to Certificate of Occupancy;
4. That a Traffic Impact fee to be assessed and paid prior to Certificate of Occupancy by the
applicant; and
5. That all signage meet Code, consist of channel letters for any wall signs, and be
architecturally integrated to the design of the building and site.
Pursuant to Section 4-407, an application for a building permit shall be made within one year of
Flexible Development approval (by November 16, 2005). 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 original 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 Community Development Board 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 November 30, 2004,
If you have any questions, please do not hesitate to call Michael H. Reynolds, AICP, Planner III,
at 727-562-4836. You can access zoning information for parcels within the City through our
website: www.clearwater-fl.com.
Sincerely,
~
Cynthia H. Tarapani, AICP
Planning Director
S:IPlannmg DepartmentlC D BIFLEXlInactlve or Fimshed ApplicatlOnslBelcher SIll Ocean Properties of Clearwater, UC (C) 111604
CDB - ApprovedlBelcher SIll Development Order November 17, 2004.doc
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SITE PtAN PROVIDED BY
GALEN JAY HOFMANN, P E
PROFESSIONAL ENGINEER
8620 AIAWAY BOJLEVARD
NEW PORT RICHEY FLORIDA 34654
PHONE 727-844-7686
Showscape Planning & Design, Inc
.~::ber 0::::', Amencan SocIety of Landscape Architects since 1984
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~ NOV I 2 2004 I
PLANNING & DEVELOPMENT
SERVICES
CITY OF CLEARWATER
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ARCHITECTURE
PLANNING
INTERIOR DESIGN
Lyman
Davidson
Dooley, Ine,
5201 W. Kennedy Blvd.
Suite 501
Tampa, FL 33609
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ATLANTA
NASHVILLE
TAMPA
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CLEARWATER, FL
JEFF ELLER
OCEAN PROPERTIES
OF CLEARWATER, LLC
727-527-5735
304003_A201
304003.00
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1. ROADWAY SUBGRADE SHALL IN ALL CASES EXTEND 6' BEYOND CURBING.
2. SAWCUTS AT 10' CENTERS SHALL BE MADE WITHIN 24 HOURS
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1. NO TREE SHALL BE REMOVED UNLESS SPECIFICALLY TAGGED FOR REMOVAL BY THE ENGINEER.
2. THE CONTRACTOR SHALL TAKE SPECIAL CARIE NOT TO DAMAGE TREES THAT ARE TO REMAIN.
3. ROOTS GREATER THAN 1" DIAMETER SHALL INOT BE CUT UNLESS OTHERWISE APPROVED BY THE ENGINEER.
4. TREE ROOTS OF 1" DIAMETER OR LARGER THAT NEED TO BE CUT SHALL BE CUT NEATLY.
5. STOCKPILED MATERIALS OR UNNECESSARY VEHICULAR TRAFFIC SHALL NOT BE ALLOWED OVER ANY
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6. TYPE-A BARRIER OR TYPE-B BARRIER SHALL BE CONSTRUCTED WHEN CALLED FOR ON PLANS
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STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
TURNOUTS
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DRNEWAY SECTIONS ON CURBED FACIUTIES WITH SIDEWALKS
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ADDITIONAL DETAILS
RETAIL BUILDING IMPROVEMENTS @
111 S. BELCHER RD, CLEARWATER, FL
SHEET 4 OF 7
SUBMITTAL DATE:
\2004
It
REV DATE DESCRIPnON
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GALEN JAY HOFMANN, P. E.
8620 AIRWAY BLVD.
NEW PORT RICHEY, FL 34654
(727)844-7686
GALEN J. HOFMANN P.E.
CONSULTING CIVIL [NIGINEER
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1.) WALLS
a.) New construction: maximum 6'-0' high and constructed of
concrete block (S"xS"x16"). Materials used should be canelstent
with those used In the construction of and architectural style of
the principal building. (SectIon 3-S02 Materials)
CONCRETE MASONRY WALL CONSTRUCTION
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Materials, construction and quantity control of masonry shall be In accordance
with Uniform Building Code (UBC), Chapter 24. General conditions and
construction requirement. ehall be applied as specified In UBC, Section 2404 (f),
during grouted masonry work.
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b.) Existing: maximum 6'-0' high replacement materials can be
made of the same materials as long as they are made of
approved opaque material.
1. All reinforcing steel shall be deformed bars conforming to ASTM A-615,
Grade 60. Vertical reinforcement shall be placed In the center of the
masonry cell, and shall be held In position at the top ond bottom.
2. If a slab dowel does not line-up with a vertical core, It shall not be sloped
more than one horlzontol In six verticals (1: 6).
3. Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or
equivalent) at 16' O.c..
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conforming to ASTM C-90, with a minimum compressive strength of 1,900
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---- I I N'~IItlA.Ta'l' t/2' !IJ)(W(
l:J -=~=L ~ LML ~ '_1_.
",~"","."..!L""""".t,
. "
...
/
.iIt.:~, ~::: ':..
PLAN
4.) CONCRETE FILLED CELLS
With 1-#5 vertical rebar tied to footer steel at each corner and
every 4' O.C.
5. Mortar shall be type M or S, In accordance with ASTM C-270. Ploce all
masonry In runnIng bond with 3/8" mortor Joints. Provide complete coverage
face shell mortar bedding, horIzontal and vertical.
6. Coarse grout shall conform to ASTM C-476, with a maximum aggregate size
of 3/S", S" to 10" slump, ond a minimum compressive strength of 2,500 PSI at
2S days.
<€J>
o
~LtlNJIh(J !l'rlll".}
r t-f 6' SldrNoIt Cln
I I Wwe N-.ry /
~ "'" ""
o..-.r----"
5.) GATES
Constructed of min. 1-1/2" dlometsr galvanized tubular steel
w/prlvacy-type slats Inserted In galvanized steel mesh fabric,
hinge-mounted on min. 3" diameter galvanized steel post.
(Gates and post constructed and Installed per applicable building
code by licensed fence contractor).
1.'l.tltttI1ft(J
o
7.) SOIL
Soli bearing capacity to be at least 2,500 P.S.F.
7. Minimum 3" X 3" clean-out holes (saw-cut) are required at the bottom course
of all cells to verify grout placement. Clean-outs shall be sealed after
masonry Inspection-provided In accordance with ACI 531-4.6, and before
grouting.
S. Prior to grouting, the grout space shall be clean, with no mortar projections
greater the W, mortar droppings or other foreign material. All cells shall be In
vertical alignment, and shall solidly be filled with coarse grout as specified,
9. During placing, grout shall be consolidated with flexible cable vibrator. First
grout pour shall be stopped 0 minimum of 1 - 1/2" below the top of the
middle bond beam masonry.
r'1 \~
~.(_J
o.tJI! 1 RtItIfJ. S/dwa}t Or LtlNJlftIJ
IIONOUTHIC CAST CIJRIJ
~\~
[~.(_J
\! Q.tJI! 1...... SItMwoIt Or UIttdfrtQ
SEPARATELY CAST CURB
SECTION M
o
DIMENSIONAL FEATURES FOR
PUBUC SIDEWALK aJllBlNED aJRNER
RAMPS UNDER aJNDITIOIiS OF INFEASlBlUTY
6.) DROP PIN
1/2" dla. 18" long metal rod gate latch. Provide 3/4" dla. hole
6" Into concrete for rods, In asphalt provide a 3/4" P.V.C.
sleeve, 6" long, or equal.
HANDICAPP[D SIGN DE.lAIL,
'l/fIG
<<€'<I, bAlt
~ BIl'
u~
-,
cm Of CltAItWATtJ:t. ttQRIDA
PUBUC WOJli(S AOlt.tINlSTIMTlON
(NGtMt(Rme
..,. .....,.....-. ...".',,, _.'_W__'_'."_."_." -lU\;'!l
"T'iP1cN::' "'HAAbTCAPFrn -- __~L~_.
_h _ ..~""P:1"1'.'_.m'-.-"-'-'''- IIII!l(lt lfiL
-........ Vt. lAlI. .-",.u'i....,.",..
-"'....,.,....".- .^,,,..,,'~..,..,~''',,.~,,,,.,'''.,, ~ .,,,,,,,,,,,,,.
lClfl
DIMENSIONAL FEATURES FOR I'UBUC SIDEWALK aJRB RAMPS FOR UNEAR PEDESTRIAN TRAFFIC
~'Il<lt<
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
Cf1MtNtJt SIdIIwo/k Clri In ~ Of,~ Buff". IItIllttrJlMIlIf SUrf_
CotItrJur, AINtfftIJ StruoIur.. Or ..,.." OIl/led For tit 1"'- ,./oM Or SItIttdtIr*
WiffF4~
PUBUC SIDEWALK
CURB RAMPS
REV.
4/8/02
DATE
R... Notn
R.O.
M'P.
DRAIltl BY
E.A.
CHECI<EIl BY
D.M.
ONEIl BY
P.M.
DATE
8/01
INDEX NO.
701
3~3
r HANDICAPPED SIGN
/ SEE INDEX NO. 119
RAMP AND SlDEVlAUC aJRB OPTIONS
STATE OF '~aRIDA DEPARTMINT OF TRANSPORTATION
DESCRIPTION
M...... D....
Appro..d S,
CONC. WALK
RAMP DOWN
SEE INiJEXNO. 109
CONC. WALK
Of of of 5
Dill,,,..., .tAI'I' II/H
Dr.." I, MI JOIH
a_..... ., 01'1I 1.1ff
I'll ..
6" WIDE TRAFFIC BLUE
STRIPE (TYPICAL)
6" WIDE TRAFFIC WHITE
STRIPE (TYPICAL)
TRAFF'IC ,*,HIT
.
o
I
0.
-
.
o
I
Co
J
L
J
L
J
L
J
l
==:>
c:::>
c:::>
CONDITIONS
WHERE ANY VEHICLE, EQUIPMENT, WORKERS
OR THEIR ACTIVITIES ENCROACH ON THE
PAVEMENT REQUIRING THE CLOSURE OF THE
OUTSIDE TRAVEL LANE, ANDIOR ADJOINING
AUXIUARY LANE, FOR WORK AREA LESS THAN
2fX)' FROM INTERSECTION, FOR A PERIOD OF
IIORE THAN 6() MINUTES,
5'-0"
~
~
c:::>
~88S~-
~.,;~ I
. ErrteI){()f' SIgn /wi IMtaIl
It~. Slop 80r /ltnlh(J.
II.- Or Ctwer Exlat""
STOP $"" NId R.mmll
WIlffI TWOUrIh Lott. Rfop<<Ied
To Trafflo.
~
<:=
~
~
I (
NOTE:
All pavement markings to be thermoplastic.
I
(
14'-8"
Wh.n OIItfr CflMtruo#/llIt Or
IHIlntftll/nQ. ap.rr,t/tNII 0txItv
WIthin 1111,., Sign To II.
OmJfted /wi SlgnlftIJ To /If
CONdfnafed In /tt<<JtJrfIt1fI WftII
Ind.x No. 600.
Tie beQM with
2-**S rebQr
continuous
12'-0"
2" (TYPICAL) ~ I
17'-0"
5'-0"
q:=o
q:=o
c:::>
c:::>
~
<:=
CONDITIONS
WHERE ANY VEHICLE, EQUIPMENT, WORKERS
OR THEIR ACTIVITIES ENCROACH ON THE
PAVEMENT REQUIRING THE CI.fJSURE OF THE
OUTSIDE TRAVEL LANE ANDIOR ADJOINING
AlJXIUARY LANE, FOR WORK AREA 2/JO'OR
MORE FROM INTERSECTION, FOR A PERIOD OF
MORE THAN 60 MINUTES,
6'
oIrop
pin
(typ.>
4'
HANDICAPPED
STALL
DETAIL
12'
cleo.ro.nce Min.
u
c:
o
U.s2
d
. -
'"''''
6' 0110.. Steel
Ioollo.rols
conc, Fllleol (typ)~ '!
........==
~I
Ql~
~~
(iiQ.
J
l
J
l
J l
J
l
10'-S'
<:=
<:=
12'
cleQrQnce Min.
Gr
0. ole
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
I
r
4'
Min.
L
swing go. te
(typ.>
Jl 818 Ii)
c:::>
c:::>
00
S'x 16' concrete
footing
wI 2- ItS rebo.r (typ.>
3000 p.s.l. concrete slo.b
with fiber Mesh reinforcing
- Monolithic, Mln 6'
thickness, 6'x6' / 10xl0
V.V.F.
REV. DATE
DESCRIPTION
REDRA~ BY
A.C.
CHECKED BY
M.G.
DESIGNED BY
TYPICAL SINGLE
HANDICAP STALL
DATE
5/99
INOEX NO.
118
1 OF 2
r
APP.
o
PLAN
~
"-
oIrop pin
hole (typ,)
ELEVA TION
~
WIlffI OIItfr CoMtruaIIIlIt Or
IItIf"teMttof OptflJ/kIM 0tDJr
..Ithltt 11111.. Sign To 8.
OtttItted /wi S""'ftIJ To II.
CONdlflDted In ~ WftII
Indu No. liIlO.
SYMBOLS
GENERAL NOTES
~
o
Work Area
STr/fI With 18" x 18" ("'n, )
Orange Flag And Type BLIght
I. All vehlc/e8. equipment. wor/cers (except f/GWers) and thefr
actMtfes are restrfcted at all tf/TleS of one sfde of the
roarJoNay.
2. Wor/c operotfons 8hall be oonffned to either one lane or lane
combInatfons as follOW8t
(a) Out81de trwel lane I (b) Outside auxfl/ary /onel
( 0) OutsIde trwellane and adjoIning OIJxlllary lone/
( d) In8fde trwel lane" ( e) Inside auxiliary lone"
(f) InsIde trwellone and adjoInIng auxiliary lone"
6 See Sheet 2 of 2
If the wor/c art/(} Is confined to on auxflfary lone the worle
area shall be barrlcoded and the RIGHT (LEFT) LANE CLOSED
AHEAD sfgns replaced by ROAD WORK AHEAD slf1ll8.
and the merge 8ymbol Signs elimInated.
-f. When vehicles In a por/clng zone blac/c th" line of sfght to TCZ
sIgns or when TCZ slf/fl$ encroach on a norrool pedestrIan
wol/cwoy. the 81f1118 $hall be post mounted and locoted In
accordance wfth Index No. 17J02..
5. The ffrst two warnIng 8k}ns sholl have an 18' illS" (mIn. )
orange flOfI and a Type 8 light attached and operatIng of all tfmes,
Mesh sIgns rooy be used for ( Daylight Only) operatfons
Type 8 LIghts and Orange Flogs are not requIred.
6, All sIgns shall be post mounted " the closure tImes exceeds
12 hours.
7. Duol sIgns are requfred for dMded roadways.
TYPICAL APPUCA TIONS
Utll1fy Work
Pavement RepaIrs
Structure Adjustments
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADt.4INISTRATION
ENGINEERING
,l 1
()
Type I Or Type II &lrrloade Or Verflool Panel
Or Drum (With Steody BurnIng LIght At NIght Only ).
(Tubular Mar"" May & Um! Dlulng Dayllghl 0*.
Conu May Be Uw - Sft/rtdu No, 61)0.)
Type I Or Type II Barrloode Or Verflool
Prlne/Or Drum (with FlashIng LIght At
Night Only)
Work Zone Slr/fI
NNaMJe WarnIng Arrow Panel
Stop &lr
REV.
4/8/02
DATE
ROY. Not..
R.G.
M'P,
DRAIltl BY
LA.
CHECI<EIl BY
D.M.
OESIONEIl BY
P.M,
DUMPSTER ENCLOSURE
I
OA.TE
1/01
INDEX NO.
701
'01'3
8
DESCRIP110N
g
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
,..
11III ''f.' 1ft
- Of lor I!.
~ ': eeT I l~ ~UiJ4
.------ - - --____J ----"
,
i
,
'I '
,I
'...,..~ i
J. For worle operations of 60 minutes or less see Index No. 612.
( ContffHJed )
MUL . - y. 'RBAN
DN/OED OR UNDNlDED
DAY OR NIGHT OPERATIONS
M.... D,'e. Approved
-
D..'...... 't
Dtlw" 'V
CfI..Il.cI .,
J ,~~, "\: ~_()fJ~.~L~JT
: ~ ;'.'<- f S
'l ~ ',{~'~'./^ T r-n
ADDITIONAL DETAILS
RETAIL BUILDING IMPROVEMENTS @
111 S. BELCHER RD, CLEARWATER, FL
SHEET 5 OF 7
SUBMITTAL DA TEl
\2004
It
REV DATE DESCRIPTION
9-1
GALEN JAY HOFMANN, P. E.
8620 AIR,*,AY BLVD.
NE,*, PORT RICHEY, FL 34654
(727)S44-76B6
/ ,1 /l (/ Y
P,V,C,
PIPE
RESTRAINT
TYPICAL VAL VE SETTING
BLDwDFF DETAIL
n,t,s,
n,t,s.
THE FOLLO'WING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS,
1, BEND - INLET AND OUTLET
2. TEE - OUTLET BRANCH
3, OFFSETS - INLET AND OUTLET
4, CAPS
5. PLUGS
6. LAST T'W0(2) JOINTS ON A DEAD END RUN (1'111'1, 36')
7, LAST T'W0(2) JOINTS ON A HYDRANT RUNoUT (1'111'1, 36')
AdJ\,jsto.lol~
Vo.lve Box ______
'^
'-a
:E
I..
o
e.-
.....
~.., ,
l-,',"",' ',',
~'::::,' :'::.:,
../'" '" ~
Eclipse No, 85-B ------ ..
Blow-On Assy,
Incl\,jcllng Locko.lole
Co.st Iron Box
r
...........
:\
(~
'When Vo.lvll occ\,jrs In ROo.d~
set Bose" IO-Co""" Br'ok, ""
~) \~
~ ; bt:<<
"/ " ~ 'Wo.ter
Mech, Joint Vo.lv/ "'-
Restro.lnlng Joint
t: I..
:E ~
. 0
It! U
I e.-
?u 0
:6
Q.
GI
j:l
f- L -I ~ Mego.l\,jg Rllstro.lner (Typ,)
.... ...~
--
'WI
Eloloo. 1500 Serlu (TYP'~
.lio.
~2' Bro.ss
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft.)
Mo.ln
'W 0. ter Mo.ln
,
.
2' Bro.ss
NOM,
PIPE
SIZE
4
6
8
10
12
11.25
3
4
4
5
6
22,50 45
5 8
6 10
7 13
9 15
10 17
90
12
15
20
25
29
VALVE
TEES
9
11
14
18
21
NOTE' THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE
BY USE OF' EBBA IRON MEGALUG RESTRAINERS, THRUST RESTRAIN
BET 'WEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500
RESTRAINERS,
.
Bend
ELBO'WS (de g.)
lEV. IAn:
CITY Dr CLEAR'o'ATER, rLORIDA
ENGINEERING DEPAR~TMENT
~.""
__ '" THRUST
RESTRAINING
_, .. lar2
.-v. MTI
-
CITY Dr CLEAR'o'ATER, F"LORIDA
ENGINEERING DEPARTMENT
"'1i\J-II- TYPICA VALVE . !!Ill.
r--" S "'iiiiii:'"....
CRO~S-SE:CTloN ---.
rr~,II, I ar 3
Rllsto.lner Pl/
Pllr Deto.ll No, 403
lEV. IAn:
CITY Dr CLEAR'o'ATER, rLORIDA
ENGINEERING DEPARTMENT
T.V.D. ~
........... BLO'o' rr ~
nl'"TATl ~
-, ~, larl
....
--
--
~-_. ----
-\
[~:
~
!
L
~[))
,
,
~ I :", I
: ~ \_-
f .,' ,_O~)MENT
. is
I" ': ,\',WATER
SERVICE CONNECTION DETAIL
-- ~.......O=F
b:.:C I 'Jllr 0 0
~~[
=:::r-
Top View
[>
....
411" II.
.....-
.
NOTES.
1. 'WATER MAINS TO BE ON NORTH or EAST SIDE OF' R,O.'W" APPROX, 4 FT, BACK OF CURB
UNLESS OTHER'WISE AUTHORIZED BY CITY ENGINEER.
2. SERVICE CONNECTIONS TO BE 2 FT, F'ROM SIDE LOT LINE ON EITHER SIDE OF' LOT (SEE
SHEET NO, 3). THESE SERVICES TO BE CONSISTENT 'WITHIN THE SUBDIVISION. DRIVE'WAYS
SHALL NOT BE BUILT OVER METERS.
3. ALL LINES SHALL BE CHLORINATED 0.1'101 PRESSURE TESTED (TEST FOR ONE HOUR @ 150 P.S.I.)
UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF' THE
TESTING 0.1'101 CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES,
4, TEN FT, SEPARATION REQUIRED BET'WEEN PARALLEL 'WATER 8. SANITARY SE'WER LINES.
5, SADDLE IS REQUIRED F'OR ALL SERVICE CONNECTIONS TO 4' PVC MAINS, SADDLE IS
REQUIRED FOR 2' SERVICE CONNECTIONS TO 6' 0.1'101 LARGER PVC MAINS. LARGEST SERVICE
CONNECTION TO A 4' MAIN IS 1 1/2' 0.1'101 LARGEST TO ANY MAIN IS 2',
6, MINIMUM DISTANCE BET'WEEN SERVICE TAPS TO BE NOT LESS THAN 36'.
;r.c
TEMPORARY BLO~OFF
AND SAMPLE TAP
..1L...
411" II. .JI. 11....""lI
...- :-"
2' Bo.ll Vo.l/
Hosll Blbb--~
3/4' Go.lVo.nluJ II
F' ord Meter Flo.nge
Approvecl Bo.ckflow *
Prevention DevlaElo.ngeol)
F' orcl Angle
Vo.l ve<F'lo.ngeol) Flow
..
~..F:i..... 0
"-Jlt ,1 ~
ci Meter
(F'lo.ngeoD
/
_a.
~i: Bro.ss Nipple
"'"~
2' Go.lvo.nlze~
v\/
12'
~
I..
GI
E GI
.s~
~'"
u
i
2' Corporo. tl~
So.oIolle sho.ll ho. ve olouble
sto.lnless steel stro.ps
with epoxy coo. teol
oI\,jctlle Iron Ioooly,
Threo.oleol Corporo. tlon Stop
MUELLER H1S00e
or o.pproved equo.l \
(To.p o.t 45. Angle)
So.ololle If Required "-
See Note 5 ".
-- .',' 'w'o.ter Service Tulolng
~ Drlscoplpe 5100 or Enolot/Yo.rolley
~ Blue Jet, SDR 9, 340e Polyethylene
CITY Dr CLEAR'o'ATER, rLORIDA
-..
...-. '.. ~MAIN SERVICE ....
lICH ;TIlJN nn ATl
_. lar3
.r Curb Stop
/ MUELLER H14350 with
___ ~ COMpression Inlet or
Lock 'WIng o.n
o.pproved equ 0.1
$;: QI
--0
d_
:E'"
TYPICAL SINGLE DEVICE[ 1/2' o.nol 2' MODELS
~
Rllstro.lneol ~
T o.pped Pl\,jg
lL~
h
r
~~
:::;::;.{
To.pplng So.ddl
(EE
~,?
-
-
-
~
-
~
TOP CONNECTION
NOTE'
D.vlc:. !'lust blr Instoll.d lo.v.l,
--
lEV, IAn:
--
CITY Dr CLEAR'o'ATER, rLDRIDA
ENGINEERING DEPAR~TMENT
..v.~ TEMP BLO'o'Orr
....;..;..., AND
SAMPLE TAP
G.C.1l. e ar 2
lEV, DATI
CITY OF" CLEAR'o'ATER, rLORIDA
ENGINEERING DEPARTMENT
-a'1r'" TYPICA METER SETS '0' 01'/\4
......... BACI(F"Lbli PREVENT _.....
__ 1/2' o.nel 2' MODELS ~
..., - eIFs
END CONNECTION
I - ~nPI:
1EV."1I ~
III APPROVED R.P. DEVICES
~I'"..y-B..c:o MOlMl F"RP II
'0'0 tts MOlMl 909 01'" 009
CONll'"o.c:o 040200
III APPROVED DDUBLE:-CHECI( VALVES
~,...y-B"c:o Moel.l F"DC
'0'0. tts MoaI 709 01'" 007
COJ'lbroo.c:o 040100
_.
18'rln,
=iP-" I
30' Min.
~
yrfCleo.no\,jt Pl\,jg
- --
Concretll Po.oI 4'
Thick X 1'-6' SQ, fJ
.. or .'- 11. B.,,"-;tJ
Ir
Sewer M0.1n7 ~
ru
"-
::.L-' A 9 5/8' 'I
~/////~
t
TYPICAL FIRE HYDRANT SETTING
TYPICAL
SECTION
n,t.s.
NOTES'
1. 2' PVC CONDUIT TO EXTEND 2' BEHIND BACK OF CURB, BOTH SIDES OF ROAD'WAY (NOT
REQUIRED ON SERVICE REPLACEMENT).
2. PVC CONDUIT TO BE MIN. 18' BELO'W THE SURF'ACE MEASURED F'ROM TOP OF' F'ACE OF CURB,
3. 'WATER MAINS TO BE MIN. 30' BELo'W GRADE 0.1'101 APPROX, 4' BACK OF CURB
4. CURB STOP TO BE LOCATED APPRoX, 1 F'OOT BACK OF RIGHT-oF-'WAY,
5, SERVICE LINE TO BE MIN, 12' 0.1'101 MAX. 18' BELo'W GRADE.
QI
~
.
"
L.
II>
N.T,S,
~N"~ I
I
I
I
I
~
(I ~--
T
VN'~~
/Vo.lve Box
Ir-
U;.
I
!
BOock of C\,jrb
or
~E".e of Po'e"ent
~
Mo.x, 15' - Mln, 4'
- ,2' (Typ,)
-Ii' _ OIIIIi~..W
~
1
N<!'" I
::t.
d
.
GI
"'0
iil - 1'-
-11' ~
PI\,j9
(SIlIl Notll)
~~;;::=i
r~/ It
Lcz: I l/71
~13:~2'~
18' Mln,
24' Mo.x.
GI
~
;.,
d
.
"'0
d
o
CII:
GI
~
Dlsto.nce Vo.rles
.
"-
I..
.
"-
I..
IIIt:1'lIi" r
II
t:
x
-
12'-18'
r
~
I
?u
CLEANDUT DET AIL
J.
jMeCh' Joint Vo.lvll
:'~
"- Restro.lnlng Joint (Typ,)
oNL Y APPROVED
~ Curb stop
(Typ.)
"'-
3/4' PolYllthylene
'WOo ter Servlcll Tubing
In 2' PVC Concl\,jlt
(Typ, 5/8' Meter)
Threo.oIe~
Corporo.'\:lon Stop
(Typ,)
CLEANDUT PLUG DETAIL
Kennecly G\,jo.rollo.n No. K-81A
M\,jller Cent\,jrlo.n No. A-423
U.S, Pipe Metropollto.n
'WOo tllr Mo.ln
lEV. IAn:
CITY or CLEAR'o'ATER, rLORIDA
ENGINEERING DEPARTMENT
-.., STANDARD ~
'""l5 ~.. "'AN OUT ....
. , o.nl~o.I'"V}
.... .. larl
NOTES,
1. Stllo.Mer Connection to F'o.ce Street,
2, All Fire Hyolro.nts to ho.ve 5 1/4' Vo.lve Seo.t.
3, Fire Hyolro.nts Sho.ll be Plo.cllol o.t Strllet Cornl.rs
or In thll R.O,'W, AdJo.cent to Side Lot L1nlls
'Whenever Possible,
4, Sill' Sheet 3 for Typlco.l Connections 8. F'lttlng~. IAn:
--
CITY OF" CLEAR'WATER, F"LORIDA
ENGINEERING DEPARJiTMENT
TYPICAL HYDRANT
~ ~ S~TTINr.-
CROSS-SECTION
2ar3
N,T.S.
NOTE. Cleo.nout plug to be
U,S, F'O\,jndry 7621
or Ilq\,jo.l.
I - MillTI'I'C.
KY. IAn: __
CITY Dr CLEAR'o'ATER, F"LORIDA
ENGINEERING DEPAR~TMENT
IU"_ 'o'AT"'R MAIN
........ '., ~E:RVlcr LINEl: ....
lICH TYPICAL SECTION
_. 2ar3
_.
-
UTILITY DETAILS
RETAIL BUILDING IMPROVEMENTS @
111 S. BELCHER RD, CLEARWATER, FL
SHEET 6 OF 7
SUBMITT AL DA TEl
\2004
It
REV DA TE DESCRIPTION
~
GALEN JAY HOF'MANN , p, E.
8620 AIR'W A Y BL VD.
NE'W PORT RICHEY, FL 34654
(727)844-7686
GALEN J, HOrMANN P .E.
CONSULTING Ci'J,lL ENIGINEER
. ;
A/Y/~ I-A~) ,..--------- / J . / Y'- iI ''I
GALEN J. HOFMANN, P.E. * 21796
NOT VAUD UNLESS,'EMBOSSED WITH A RAISED SEAL
([Dr
([D[
([Dr
QDr
(!Dr
.......
I !~
I ~cS
(1)_
I: .0<" r! :~~/~ fA t: :!
~'-- ol,go-,;:=_______I I
~--- - ------ - - -- --- --- ----
______J
Utility Strip'
(0-4' )
PLAN
MODIFICATIONS OF 'ADVERSE' AND 'MARGINAL' APPUCATIONS
<[!VI r
I: s' .. . ~'.... :!
0.02 I I _
Lf:-O,0B8--=-==------J ]
J' I 5' SldrNolk I t'
~ ~',... I ~'" :!
@) r t:t=o,oss-c.-::.-=-------I I
I J' 'I ' 5' SIdewalk 'I' J'
: 7 'I' 4'6.
O,(H I _ _ _ ~02 ~
~-O,0B7-C--------
I~ Z T ~,Sldewalk l 4' 6.
OIU I 0.02
.~- --o.I'\II~- - - - I
q -!-_.If:If!f------
:!
I
ADVERSE* AND MARGINAL * SECTIONS I/ODIFlED
TO ACHIEVE GENERAL. APPUCA TION
<==
--
~
<.[!D r
I: 6,r . I'
0.02 I I
I:f::- - 9..:---- - - - _...J
J'
4'6.
I ~. I' S' $1_" 'I' :
~ 6' I 4'
O,fl!C ~nB8 _ _0,02 :
q:: --------
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'1'6.
(' I' 5' ~...""'. :1
I 002
~~-.O,~~---- ~ _ _I
ADVERSE* SECTIONS IJODIFIED TO
ACHIEVE MARGINAL* APPUCA TION
4'6.
'I
1
<!Dr
<tJD r
(M~~r
3' 5' Sidewalk 2'
I I' I': I
: 6' 4'6.
004 I o,(}2 I
I:f:.l- -0.r11l-,;: = = - - - - - _I I
I ~ !'....- I' .': :!
0,04 0 -... _ _ _ _ 0.b2 I
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@:>r
7' I
I: 5' 4'6.
0.02 t I
~.O~-=-::-----...J
I.'
~
1
I: I.' I 5' 5' SIdewalk J, 6. 2' :!
t:f'"-~.Q,['!--~--_: I
I r I T 5' SIdewalk I T J'
.~ 5' , 4'6.
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6' :S'
I~ 5' . '1' 4' 6.
0,02 I I
~o.tS9= = = _ _ _-'
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I
* See 'DESIGN NOTES FOR URBAN FLARED TURNOUTS' On Sheet 2-
l:J. Depth Le&5 ThDJI 3' AJIfJW(J/M Only Under Fllldl. Of Iflfea8Ib1l1ty.
:!
Temporary Crosswallc lIarlclng
SIllIU Q.050l
-+
alOSS HERE
SIII:8LK Q.050l
+-+
USE OTHER SIDE
I
~I~
~ ~
~
~
I
~I~
CORNER SIDEWALK CLOSURE
WITH TEMPORARY CROSSWALKS
SYMBOLS
~ Work A/'fKJ
8 Type I Or Type II BarrIcade Or Vertical Panel
Or Drum (With steady &Jrnlng Light At Night Only J.
(Tubular Marun May Be Used During Daylight Only.
Conu May Be U!ed - See Indu No. 600.)
[)I Work Zone SIgn
@... RequIred loootlons for eIther temporary
or permanent ourb ramps.
STATe OF FI.ORIDA DEPARTMENT OF TRANSPORTATION
SlDEWALX NJJA/:EIIT 70 CURB
SlDBlNA WITH UTlUIY $TRII' 011 o.ae SIJJI'E
SIDEWALK WITH UTlU1Y STRIP 011 OM SUJPE
TURNOUTS
MODIFICA TIONS TO ADVERSE AND MARGINAL SECTIONS
NI"''' Dill' Approved By
Oulg .Id Iy .NGI/I1I1J fin
Ore.. Iy Hll/I I'" .. . 0.
Chukld Iy .NGIfU JIll 00 .,. of 6
/
I'
om.wrty '111d1tt HI) ~
(SH SltHt IJ
RI'II LIM
Drlm1t1I To S. CtlMtrUt:tfId AI Called For '" -
TIte I'k/M or AI Otrtoted ay .",. E/lflneer ':oc
~
I~
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TQ
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It:
Dr,.,.."",~t
__ - (For CllIlc:nte I'wtMnt Jo",t
",,"-, s.. 'tNSEr RI(1Jt J
DrlwlWfll '111d1tt ('II) Q
ISH $IIe,t I J
.,
I
DrllYfIIIfII To 8. COMIrUt1Itd AI Called For III {
TM ,.,.,. Or AI D1rtded ay TIte EItrJIM".
--CoIIcrete Tumout--....
'"
i. Open JoInt. _ 10' CtN.,
fvt1y 5ItI JoInt MIJII I>> I"
'/'T~
Ii ~I. JoI4t
~
JOINT PATTERN WHEN CONCRETE ORNE CONSTRUCTED
INSET
7'
PLAN C
TURNOUT WffHWT SlDEWAI.X
DtmtlOt a.twetn CaflMdk/M '0', s.. 'gtlr:h
"luttflJtlnr/ DtflflHioM' _ GtIItf'IlI IIott No. J.
I
.&
Vorl.. I.;
( J'IIIn. )
~Sld' stre.t R/W
I
I
r-
Boot Of SIdtwIIIIt
-r CIMo. S\o't.
0rIwIWtII Wldltt ('II) Q
I S.. She., I}
... c-. SIri.
DrImtltTl Width ('II J Q
ISH ShHf I)
J' 0Irtl TrrJMJtlon FrtIIII Full To Z.ro H,1ght At
End Of All Cl.vfI And 0uIter COnttfllCtlon E..,t
Wilt" CaIIItfOtI/IIJ EIlI#1IIIJ 0Irtl And Gutter. A
.. Cone. S\o't.
Futl H."", an Lent1Ih Vorl..
It IIln. Bwyond U",It. Of f'ublto Sldtlwtllk CurIl,.... . S.. Indelt No. JOf.
J'1I1n, Boot Of SJdewoll III AlIt_ Of l'ublto Sldtwlt an ~.
Ail RequIred Fol' ConntlltllllJ To Eltllll/IIJ CU.... A
Utl1l/1 Sfrip
10' or GreIIftr
SldNIrHt Edg, Of """-t EItI_ton Lm.
t Future Edft Of f'rNtllltIIt Wilt" A""IrIIII.
In Nt A//opted FIv, r_ Trrllllpllltatlon ,./on J.
J'
7'
7'
J'
liD Drop CUrb A/tawed WithIn ~ l.hrtItt EICept
Atll/efulred FOI' I'ublIo Sid_it Qri,..,. Shown
011 tndt1t 110. 3tH. A I
'1 Comer ClHn1tIOe I C J. S.. Stnlllllll#te No. J.
6'
Vert.. (To SIIff 0,...
s.twttn CiIIM<<ItIoM 'I')
Ilut N4t L_ Thon 6'
Drop an I WIdItt VtIrlN'
I,
PLAN 8
TURNWr WITH SIDEWALJC AND
UTIUTY STRIP (/0' OR MEA TER J
PLAN A
TURNOOT "'ffH SlDEWALJC AND
UTILITY STRIP (LESS THAN /0' J
SI'ECIAL NtTTES FOR URIJNI FWfS) '11JRJIWT$
I. Dr,.,.". 6. _II. ,."",.", _ dfr1p tiIri MttIII ...t HIe "."".101 6. DeptJrltMnt _~ of fJ(1HMIlt.II .Jtttnd IIlJt to the rlg/tt of
_ t/tIIIIMIIIHOtI rtIlU""""''' of Sfotlonl W _ 5ID /'WPtlltlwlly WfII 01' r bttol of .~, VIh/oIIWer dJttf1tIoe II INt.
of tile FDOT S1OtIdt1trI SpeoIflolltlonl. TIl, drlHwttt foundtItlon MIJII 7. .",. 11IO""'- _ operotlon of hIgIfIIft/ l/pIItl/IIJ, troffltJ .".,..
_.t HIe requJ-' of ~1cI. 522-4. _kIIttI equl".,t. _ oIIltr IltON/101f mloH IIdII>> the
t. For de""" of drop IIUrlI _ publla .1dewIt om ~ nr". to fNIIOMltllltty of II public CIffIIIlY,
IIrtIeItN tIN. JIll) _ 3tH ,...,.otlwlly. II. All ,.._t,.,."". 0/1 HIe Sfate h/glrl<<lye, Int1IutIIng _ItflJtlOll
J. WIltre tumau#t.. tItIflItruated .,lthIn .1tIld1lllJ om _ tpftor, lite tIfId dtOf/,.,.,1on lone 1ttOI't_, - "'/IIJ IMtalled for tilt tlpMltlon
uletlnr1 om <<td guttw tIroII I>> ~ .1",., to tile n""" }oInt of the StlIte hIf1wItl1 MIJIII>> IttOIIlttllMd 111 HIe Dep/lrtMnt.
I>>yottd the f",. point 01' to ". .Itttnt tIItlf /10 ",,"'IIIIJ .tllt/Otl " 9. A" "gnl", _ -*I1tt1 IMlrllIed ",,,. operotlon a( ". _tlltlon
II. ". 5' IOIIIJ, _, drop wrb <<JMtnJotttI1n 00lll/I'ItlII0I ."" /lotH (1UIIh GI ". bin owl Mop .. ", HIe fJOItIItIItton J ." I>> ".
1tGI, 1_ I. rtIpOIIIltllltty of HIe ptfII1ttt"
f, CGIt for preformed }oint mItT IhoII be InoAJdtd In ". tJOtt for lite 10. 7WnclIIt6 will I>> poId for undor tilt t:tJIItrr1t:f unit ptro. for Concret.
_,te ptNtJMnt (tIt1tIIntt .1dewo1l. 6. tItIdll. SIdewGIt 16. TIIItIt I, 51,
5. FOI' t\JrrtOIIte wHIt rtII/ItIl "fume... ". requJ-" utrdor tItt
~ Of ,."""".11I RequtrtMnt. For 7lIrIlOUtt.,'" "8fMflJt
NoftI., lite delrllli of .RuroI TIItrIoUt txNtnJotlon. _ ". tHlrlllof
.'IM'" Of CIIorIIIIJ Ir GNIIIII/IIJ, StQbIllzwtIon AntI be At 1nttrNfJtIonI.,
DESIBN NOTES FOR IJRBNI FLARED TURIIDIITS
I. rhe ttondonI florid dl'1v1WflP 0/1 tllll IndI1t ,." /lOt ~.
""'lei.. w"" k1w btdt. 10., "'rotII'I'IGtIe 01' tw ttppettdogt ftl/llUf'H.
..".,.. IUIIh ""'/01.. .. dNlon NIrIc1N drWIlIftI1II are to hIN, .It.
IpI(J1f1o fIort dHJgM or Ct1ttlgorJ 1// dH/gttI.
J, Wh,n epealfto fltlre "". drl'itWyl.. to I>> 1IOIIIIruct1d. tilt type
." be dN1(/f111ted In ". pItN U61~ tile -19Md alpha -~(J
rIN/gftlltton.
FOI1fDr1fH.
All I" /0"''' *,,1>> DOIIoSfrut1ted w"" preforrtttd Joint fI""..
'" I," Open JoIn" p'-td tit etpIII ( f!t11ttOX.' InterWl1e for
irlvPll)\t _ ID' wide. JoIntI '" wrb - fUfteT to
matr:It 10"''' 111 drlVtWffP.
A VI"'" _tlltl/lf to .,.",..t wrb - tJUttlf fttIflonl,
tile lID tII'lIp ourlI """,. thlNld extMd Ilaat to ".
eldHtrttt ftldlul point. 'II"" or w/thtlUt /lIJIt) 0IId fUfteT,
lID dfflfWllt thlNld ___ 011 tile .",., tflIIIuI,
~ Dr"'~ IS. _.te' MIJIII>> of lIun"- IIIIdth I'll}
to tile rlglrl of WfIIIIM,
r--.... A/pIlrI-,.,..,1II 1dtnt"1OIIt1oll of. florid dr,.,.."", type
~ IPfOIfkitllly otIIled for In tile p/tIM,... 11Ift" J tlIId f,
I. Drlwl... IttdIfJtJhd 01 ',..".,. AppIIoIItI_'.. HtoH w""
.,... thtII_ _ -rtIonf dnIg for repl'tNfltottve
IIf1IrdtItTI ptIIWIgfT' vMJoIN unrw fully Ioodtd IIOIIdltlont, or,
tIrOIt IIIlth tIopN thtII_ _ r/rlVtre wIIo .. '-I/IIJ th.
rot1tI11t11 to.tow or ptIIH to ".. .ntnf thot '""'/0 d.-rd
~ will be tIIptded.
~ IfI/JkJI1Ied .. '1Iorr/IIWII AppIloIItloM' _ HtoH .,lIh
.,... tIItlf _ _ ..mang drf1g for ~tot," ItoIwItmI
PtJIftIIf'r HItIoIH "., fully Iot1tItd tJOIIdItloM """'" tilt
drlWlIItIY II IocIIttd 011 the /ow ,'tH of fully IfJpeI'tItWlfed
fOIIdIlIIIJII,
Drive... Ittdlollted 01 '(;enerol Appllrlt1ttone'.. ".. III""
IIotM tIIIII CCII rttItJlly lItItIIlII/ttOd. ,.",.,.,."",.,. .1ondtlrrI
~"*. _ ,... tIItlf_ IlfJOOII\ItrOdtte
,.",...."trIfW. tff1ndord truIltt, WIll, ,.,... _ rweotlonal
Vfhlol.. tlpMltllllJ "., fI/N1IIOI ~IIIII //lid ...,,'wet/Oll
oondttIoM.
Nam.. Dat..
Approvld I~
"0. . I' ft n n..,
",.II'on .....t MD. n.. o.
515
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
TURNtJJTS
URBAN
FLARED
TURNOUTS
IttJIt,s.. .., I for 'BfNERAL NOTESf
Dul,..d B~ .MlIRIlI OJ",
Oro.. By IIIlII 'J/U
Ch..k.d By JW OJ/JJ
00
2 of6
GENERAL NOTES
I, Arrows denote direction of trafflc only and do not reflect
pavement markIngs.
2, Only the sIgns controlling pedestrIan flows are shown. Other
work zone Signs wlll be needed to control traffic on the streets,
3. For spacIng of traffic control devIces and general TCZ
requirements refer to Index No" 600, Maximum spacing
between barrIcades. verilcal pon'els. drums or tubular markers
shall not be greater than 25.
4, Street lighting should be considered,
5. For nlghttlme closures use Type A flashing warnIng lights on
barrIcades supporting slgM and closing sidewalks, Use Type C
steady-burn lights on Channellz,lng devices separating the work
area from vehicular traffic.
6. Pedestrian traffic sIgnal dIsplay controlling closed
crosswalks shall be covered or deactivated,
7, Post Mounted Signs located near or adjacent to a sidewalk
shall have a 7' mlnlttWJm c/earaf'JDe from the bottom of sIgn to
the sIdewalk,
SIIUU Q.m
HAIl
....
aIOSS HERE
CIl
S~~ I
I
I
Q~
,t\i 8- tw:I
t-.;:
~ ft
MID.SLOCK SIDEWALK
CLOSURE
8, When coMtruction activities Involve sidewalks on bath sIdes
of the street. efforts should be make to stage the construction
so that both sidewalks are not out of service at the same tIme,
9. In the event that sIdewalks on bath sIdes of the street are
closed, then pedestrIans shall be guIded around the
construcflon zone,
10, Temporary walkWays shall be a mlnlttWJm of 4' wIde wIth a
maxlttWJm 0,02. cross slope and a maxlttWJm 0.05 runnIng slope
between ramps, Te'!1P'!rary walkways less than 5' In wIdth shall
provide for a 5' x 5 pasSing spoce at Intervals not to exceed
200'. Temporary ramps shall meet the requirements for curb
ramps specifIed In Index No. 304, General Notes I through 7.
Temporary walkway surfaces and ramps shall be stable, firm,
slip resIstant, and kept free of any obstrucflons and hazards
such OS holes, debris, fNJd, construcflon equipment. stored
materials, etc,
II. Temporary ramps and temporary crosswalk markIngs shall be removed
with reopening of the sidewalk, unless otherwise noted 'n the
plans. All work and materials associated with constructIng temporary
curb ramps and temporary crosswalk markIngs, removal and dIsposal
of temporary curb ramps and temporary crosswalk markings. and
restoraflon to origInal condlfon shall be paId for OS MaIntenance
of Traffic, Lump Sum.
~
~=~I'I
~ ft
MID.SLOCK SIDEWALK CLOSURE
WITH TEMPORARY WAlJ(WAY
TYPICAL APPUCA TIONS
SIdewalk Repair
Pavement WIdenIng
Utility Work
CONDITIONS
WHERE ANY VEHICLE. EQUIPMENT
WORKERS OR THEIR ACTNITJES
ENCROACH ON THE SIDEWALK FOR
A PERIOD OF MORE THAN 60 MINUTES.
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
TRAFFIC CONTRlJL THRWGH WORK ZONES
PEDESTRIAN CONTROL FOR
CLOSURE OF SIDEWALKS
N..... Dlt.. Approvld By
D..I,ned ., 71U .1 ..
Dr.w" 'Y 71JJ 'v. Oft
O".o"ad " 7/" 04 II1fI
- --- - -----;:::::::-
,
\
1\'\ \
U
-', \ :
\ \ \ OCT \ 4 ',JJJ4
L\ I; _J .. .--..'
L--- . - O"~'lNl
PLt\iJ~~\~JfJ '::'1. r '"~,.'t.l_ r w'
SE \l'J\~[S
CITY OF CL[t\\l\NAlrn
MAINTENANCE OF TRAFFIC
RETAIL BUILDING IMPROVEMENTS @
111 S. BELCHER RD, CLEARWATER, FL
SHEET 7 OF 7
SUBMITT AL DA TEl
\2004
REV
DATE
DESCRIPTION
9-1
GALEN JAY HOFMANN, p, E,
8620 AIRWAY BLVD,
NEW PORT RICHEY t FL 34654
<727>844-7686
it
0/
111 SOUTH BELCHER ROAD
LOCATED IN SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST,
PINELLAS COUNTY, FLORIDA
I-
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-.... '"
I....... _
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IIOZ
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515 p
IX.... ~
15:::- 8
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~
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SCALE : 1 "== 20'
POC
NW CORNER OF THE NW 1/4
OF SECTION 18-29-16
FOUND BRASS DISK
......
72.88
.
OWNER:
OCEAN PROPERTIES OF CLEARWA TER, LLC
3891 COQUINA KEY DRIVE S.E
ST. PETERSBURG, FL 33705
P: 727-820-9826
ENGINEER:
GALEN J. HOFMANN, P.E.
8620 AIRWA Y BL VD.
NEW PORT RICHEY, FL 34654
P: 727-844-7686
F: 727-844-7626
SURVEYOR:
LAND PRECISION CORPORA TlON
2683 SUNSET POINT ROAD
CLEARWATER, FL 33759
P: 727-796-2737
F: 727-796-3326
CORAL COVE
PLAT BOOK 92, PAGE 31
LOT 1
SOUTH LINE OF CORAL COVE
74.34
14' OAK
lHE SOUlH 20' OF lHE EAST 200' OF lHE 'llEST 270' 01'
lHE SOUlH\\E:ST 1/4 01' lHE NORlHWEST 1/4 OF lHE
NORlHWEST 1/4 OF SECllON 111, TOVIlIlSHIP 20 SOUlH,
RANGE 111 EAST,
0'
6'WF
SOUTH LINE OF THE SW 1/4 OF THE
NW 1/4 OF THE NW 1/4 OF SECTION 18-29-1
.C. rARKING IN REAR SIGNS
NE v.A Y ONLY SIGN
z-
X74.38
74.62
33.5
t:=l t:=l t:=l t:=l t:=l t:=l
5 6 7 8 9 10
-
4
N 89'31'57" W
r=)
~
14 ~
15 ~
16 ~
'17 ~
" ~ i
19 ~ i
~
n li'l
20 U
21 ~
13
~
~
~
F
<(
~
li'l
X74.70
110
c::I
47.0
EXISTING BUlLriNG TO BE RENOVATED
1 STORY MASONRY BUILDING
OCCT * 111 S. BELCHER ROAD
in
en
Ol'ffl
77.03
FRC1/2" 0 NOT ENTER SIGNS
CAP ILLEGIBLtlNE WA Y ONLY
FPP1"
N-0.7' SILTATION SCREEN
-0---0--
74.:51
'.' ":;
..'
.
,Iro' .' .
24
;,.
en
D
1 1/2 STORY MASONRY WAREHOUSE
;,.
en
C,)~
. )(
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'"
.... ..,..~.
. . . . . ';'T It .
.....(3j... '.'<. ....
... ... ... '" .... .. ...
~ .. ~ .. ... ...
.. .. '" ... ... ... ... ... .. ..
... ..... ~ .. .. ..
'" .. ... ... .. ... .. .. .. ..
'"
en
'"
en
D
23
22
X74.69
X74.69
<=:J
I'ffl
I'ffl
OHW ~ -() 74. 1
F/T
S-0.2'
74.86
8' OAK
74.86
8' OAK
SILTATION SCREEN
-0--0--
~ TREES TO BE REMOVED
BRL BEARING REFERENCE LINE
POL POINT ON LINE
(R) RADIAL
(C) COMPUTED MEASUREMENT
(D) DEED
(M) MEASURED
(P) PLAT
POB POINT OF BEGINNING
PCP PERMANENT CONTROL POINT
POC POINT OF COMMENCEMENT
PC POINT OF CURVATURE
PRM PERMANENT REFERENCE MONUMENT
TBM TEMPORARY BENCHMARK
PI POINT OF INTERSECTION
F /T FENCE TIE
s/W SIDEWALK
OHW OVERHEAD WIRE
't CENTERLINE
WF WOOD FENCE
CLF CHAIN LINK FENCE
R/W RIGHT-OF -WAY
C SPRINKLER CONTROL BOX
E/P EDGE OF PAVEMENT
LEGEND
FIR FOUND REBAR NO eM' SIZE t-S NOTED
FOP FOUND OPEN PIPE SIZE t-S NOTED
FPP FOUND PINCHED PIPE SIZE t-S NOTED
F "x. CUT FOUND .x. CUT IN CONCRETE
FRC FOUND REBAR AND CAP
FCM FOUND CONCRETE MONUMENT SIZE t-S NOTED
SIR SET IRON ROD
SRC SET 1/2. REBAR AND CAP LB '6166
SN&D SET NAIL AND DISK LB '6168
NckTT NAIL AND TIN TAB
. GAS VAi..VE
H WATER VAi..VE
lie FIRE HYDRANT
o DRAINAGE MANHOLE
S SANITARY MANHOLE
:Q: LIGHT POLE
<Q, POWER POLE
CD CABLE BOX
TELEPHONE PEDESTAL
o - EXISTING ELEVATION
~ - PROPOSED ELEVATION
~ WATER METER
-() GUY WIRE
$ METAL POST
C/T CURB TIE
N&D NAIL AND DISK
~ ." " I I, I' 'T' "1' I, .. ,.." , ,'. .
~..'''~:;t ':".CONCRETE"';::
, t: ' .~? ',,', 't : ''', :", :"~"'~ " , "
EL ELEVATION
S 00008'02" E
20.00'
89031 '57" E
51.01'
DIRT~
( AREA
151-'"
VI
....~!l:
-F!:iJi
liil5i
~z~~
15 ~ ~lAJ
t;~~~
1E-5~
8liiIX~
_~ 0:
F!:F!:~F!:
l5 ~
DIRT~
( AREA
6'WF
F/T
6'WF 74.36 N-D.2'
PROJECT LOCATION
111 S. BELCHE:R RD.
SOUTH LINE OF CORAL COVE
F/T
N-0.7'
FIT
W-5.7'
S.3.2'
...
...
N
74.47 ...0
00
o
o
o
o
z
if
Co
SRC
.,.-
o
.
o
o
.,.-
~
SRC
F/T
W-O.5'
N-0.2'
GRAPHIC :s C ALE
20 0 10 20 40 80
~ I I I I
( IN FEET )
1 inch = 20 ft.
LOCA TI ON MAP
T ."'Ot I).
.fan ., Dr
NI,man Or
! [~~~~!:~':J
1 III PI
!
i
...
f.;)
z
I I
6 i 1
r ~ ·
Nlllhlt
Whitmlnlt
Chau..r It
Druid P.. Df
.i.e.
lif I
il
..-
Ittt'at
..
..
c
N
7th'.
3
'I
D' .~".'.E 11'lrSt1Dth Bt
IVn"~~-w'.c)200:3 NAVTEQ
LEGAL DESCRIPTION:
~~ORTH 100 FEET OF WEST 1/4 OF SOUTHWEST 1/4 OF NORTHWEST 1/4 OF
SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY,
FLORIDA, LESS THE EXISTING ROAD RIGHT-OF-WAY.
THE SOUTH 20 FEET (SOUTH 20') OF THE EAST 200 FEET (EAST 200') OF
THE WEST 270 FEET (WEST 270') OF THE SOUTHWEST 1/4 (SOUTHWEST 1/4)
OF THE NORTHWEST 1/4 (NORTHWEST 1/4) OF THE NORTHWEST 1/4
(NORTHWEST 1/4) OF SECTION 18, TOWNSHIP 20 SOUTH, RANGE 16 EAST,
PINELLAS COUNTY, FLORIDA.
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF SECTION 18, TOWNSHIP 29
SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE SOUTH
00002'02" EAST, ALONG THE WEST BOUNDARY OF THE SOUTHWEST 1/4 OF
THE NORTHWEST 1/4 OF SAID SECTION 18 (THE CENTERLINE OF BELCHER
ROAD - COUNTY ROAD NO. 27, AS RECORDED IN O.R. BOOK 2805, PAGE
261, OF THE PUBLIC RECORDS OF PINELLAS COUNTY), 1348.96 FEET TO THE
SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF
THE NORTHWEST 1/4 OF SAID SECTION 18; THENCE SOUTH 89.31'57" EAST,
ALONG SOUTH BOUNDARY OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4
OF THE NORTHWEST 1/4 OF SAID SECTION 18, 50.00 FEET, TO A POINT ON
THE EAST RIGHT -OF - WAY LINE OF AID BELCHER ROAD - COUNTY ROAD NO.
27, FOR A POINT OF BEGINNING; THENCE NORTH 00.08'02" WEST, ALONG
SAID EAST RIGHT-OF-WAY LINE, 20.00 FEET; THENCE SOUTH 89031'57"
EAST, ALONG A LINE 20.00 FEET NORTH OF AND PARALLEL TO THE SOUTH
BOUNDARY OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE
NORTHWEST 1/4 OF SAID SECTION 18, 220.00 FEET; THENCE SOUTH
00.08'02" EAST, ALONG A LINE 270.00 FEET EAST OF AND PARALLEL TO
THE WEST BOUNDARY OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF
THE NORTHWEST 1/4 OF SAID SECTION 18, THE CENTERLINE OF SAID
BELCHER ROAD - COUNTY ROAD NO. 27, 20.00 FEET; THENCE NORTH
89.31'57" WEST, ALONG THE SOUTH BOUNDARY OF THE SOUTHWEST 1/4 OF
THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 18, 220.00
FEET, TO THE POINT OF BEGINNING.
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CONSTRUCTION OF SURFACE WATER MANAGEMENT PLANS
111
RETAIL BUILDING IMPROVEMENTS @
S. BELCHER RD, CLEARWA TER, FL 33765
SHEET 1 OF 2
SUBMITT Al DA TEl
\2004
00 JULY 2004 ORIGINAL SUBMITTAL
It
REV DATE
SCALE: 1" = 20,00'
DESCRIPTION
j1
GALEN JAY HOFMANN, P. E.
8620 AIRIJAY BLVD.
NEIJ PORT RICHEY, FL 34654
(727)844-7686
GALEN J. HOFMANN P.E.
j . ~ON~UL TI~ CIVIL ENIGINEER
~ /rA',j d./--{ ______ / /)-- / l_ llll
GALEN 'HOFMANN, P.E. , 21796
NOT VAliD UN EMBOSSED WITH A RAISED SEAL
State of FlorIda
Depmtment of Fnvlfonmental Plotectton
GenenG Penmt
101
StollTIWutel DI:sduuge 110m Lmge and Small ConstIuctlOn
Adl\ ltIes
May 2003
I h s pt:rmlt I leI mdt:f Iht: pro I I ns f Sed on 40 O~S5 t<1 n 1 Slatute; an 1
applicable ules of the Flo la Admll st atIVe Code pu suant to the Department s
fe It: al1-, lppr ved Nat ( nil P 11utant)) sc1 II gt: (<lImmat n System (NPDF S)
t 1m v 1ft: t:g lIat I v progr 1m SI nn \ terd seh rgt: ass( cited w th la ge c nslrud n
achvltv as de1med at 40 ( FR Part 122 26(b)(14)(x) and herem 15 regulated pursuant to
Sedl m 402(p)(2) Ilht: feder I C Ie n \\i Itt:f \ct(C \\ \) St nnwalerd sch I ge
assoc ated w th small construct on acll" Ity as defined at 40 ( 1< R 122 26(b)(1)) and
herem IS regt lated pUlsuant to SectIOn 402(1')(6) of the CW A 11us penrut conshtutes
author zatJon 10 dlschat ge sto mwater associated" Ith large and small constructIOn
ach\ Ihcs to sUltace w atCl S of the State mclud10g t1uough a MUnICipal Separate Stonn
Se\\er S,stem (MS4) l nhI thIS p'-'I'mlt IS termmated mo !tiled orrevokcd pemllUces
that have plOpctly obta1Oed CO\Clagc undel tlus penmt arc authOrized to dlsehatge to
suriace waters 01 the St..1te neludmg tluough an !\IS4 U1 accord mee With the terms and
con I hons 01 tillS pt:nmt
DEP Document No 62 621 ~00(4)(a) Effechve ~by 1 200-, 1
Pal t I Genel al Pro'lsJOIlS
'\ Apphcab It.,. and CO'verage
1 Fcdelallaw plolllblts thc pomt SOUlce dlsdlalge of pollutants mcludmg the dlSl,;hatge
01 storm \ Itt:l SSOel ted \\ 1111 1 rge or small consl1 ucbon IctlHues pUlsu.mt to 40 C FR
Pa t 122 and as detmed n Palt IT ot thIS petmtl to \\ atet'S ot the 1 Tmted States Without a
1\ at onal Pollt tant D schal ge FlllllmatlOn S, ste 1I (NPDFS) pelmlt 1]1 det tl eState ot
l<1 (h wth I) t dml I t<::l tht: NPDJ-<S st I n\\att:r p ogr mat 40 OXX) r S
opetatot S tI at haH; sto 11\\\ atel dlschalge assol,; ated \Y> tth lal ge Ot small I,;ollstrltctlon
achvlt es to slIliace \\ atels of the State mcludmg tluough a Mun clpal Separate Stonn
St: \er Sysle n (l\IS4) m L'il hla n e \ <::I ge e t1 er un IeI' geneI' e Ie mil Issued pUlsuant
to ( I aptet 62 G21 F A C 01:m 1l1dlVldual penntt L<;sued pUlsuant to Chapter 62 620
r A C
2 Covelage 11 lei tlls genertc penmt IS a\ atla1le t01 stmmwater dlschalges hom large
In 1 sm III construchon acllvlLte to s dace w telS 01 the State as ddmed III Seehon
403 (-,liS mclldlllg stonnwater dlschalges associated With eonstmchon aehv ty to
SUlfa e \Vatels of the St,lte t1uough an MS4
1 h s ge 1 c perm I docs not eonshtute utho IZ It on u uk'I' P Irt J\ 01 Chaptel ..,73 F
S fa the onshuchon alterahon opelahon mamtetlance abandonment 01 letl10val of
n\ slom lei 111 n Igement s\stel11 dam llllpOl ndment leSe1\OI1 01 ppUlten nt wOlk
01 \\ olks mdudmg die Igmo 0 hllmg m on or ovel \\ell nds nd othc...'I' sudaee waters
as detenllllled b) the llIethodolog, authonzed U\ SubsectIon 7 -' 421( 1) r s
4 This genenc pemllt Illhollzes Ihe hs....halge 01 sl0l11maler ISsocllled \\lLh
conslll clwn ICIIVll\ Undl:l Ihe Slll<.: s federal1'\- Ipproved NPDES SIOffilW tI r plOgtam
only and do\,;s not supelc....d\,; the l\,;qull....m.... It to obta1l1 a stom1\-' atel dlschalge P\,;l11Ut
unckl Chaptel 6" ')) F \ C ell'\.llonmc Ital JeSOUlI,;\,; pelllUt (ERP) undcI Palt IV
Cl apt....l 373 1 S stom "atcl chsehalge penl\1t fiom a Dcpaltm\,;nt applo' cd d....legated
lo\;al gO\ emment 01 an) othel tequued fedelaI state 01 local go, emment penlUt
B Eh",lbJltlY
I lhis I rm I lulhoflzes Ih\,; hsch Irg" ofstOlm valel ISSOl:l He I ~ Ilh 1m",\'; I III small
COl sl t t on a t \II) as d fi lcd t I al11I of tlus pc m t occum 19 after the effect ve date
of thiS p mtl
., l'h SIC m I autl onzes st nnwate d seharge assoc ated \\ th const uctlOn act v 11 t1 at
I n \:e 1 w Ih 1 rmw Lei d scharges s \;llted vllh ndusln II lcllv I) Iher Ih n
c n t I d n vht.:1
a tl ell d stnal somee other thanl,;onstmctlo I s located on the sa e s te as the
l,;0I st 1 ctlOn al,;t Vtt)
I sto 1 \\ate I sehatot.:s asso\; ated w th It dustnal al,;ttVll1 ftom the areas oft1 c Stte
wi elc Cot stn t at ad v t es a C oCl,;umng arc n omphance "tth the telms oftl\18
I t.:n II r I
c SL0l111W Ie Isdlllges ISSO\;1 lel\\llhmdusll alacll\ll) flOmlhe Irelsoflheslle
\\ 1 re III lusln I dl\ Jly olher Ih 1I constlUcLlOn 1ft: occu Tlng re III wmphan\;t.: \\lth Ihe
tl:lnlS of I diU enl gene c pernul (.... '" Mulll SeclOl Genenc P....mul fOl Stomnvalel
DlsdHllge \s!:loctated WIth Industnal AetIVltn) 01 11ldlvldual pelmlt authonzlIlg such
cbsdlalges
DEP D.:;u c:nl N 02 oJ I 300(4)(a) EIT~cllve:\fa 1 J003"
"-\ (v g TI G 1 w g Vv ti:;cl f co
U L d y lu ] ~ 11
a stottTlwate 1 sd aH!eS that ong nate fiom the s te aftel \,;onstmetlOn aetlv ttes ha,e
I een I,; In] klt:d nl tI e slle I s umlt:rg r t: fin I sIal I zal1 I
I ulsd .ng.: tl al Ie n xeu \i II s u \;e fn st tm\\ale II t:1 Ihan dlsdla ges
Idenhfit.: ImP II I\ A 3 o[ Ilus pe TIl I
c sLOIl11\-V Ilel hsch Ilge assocI Lcd wllh eonsll uclwn Icll VII\ th d IS (;0\ el cd und<.:J an
eXlsl11", g"ne 1 01 Illltvalu II penml Such dlseh Irges mi\ bl: ulhonzed under Ilus
penmt aitcl Ihe eXIsllIlg IIldn Idual pemnt or genene peomt tenn 01 co, el age ex-piles
p oVlded the eXls1 ng pel1lut chd nol estabhsh numellc hnutaltons for such disdlatges or
I slonnwalel d seharge assol,;lated With constIuctlOn acl1vlt\ that the Depal1ment has
detcl1mnt:d to l e 01 may leasonabh l e expected to t e causing or contnbutmg to a
vlOlahon of a sllfal,;e \\ akl 'II ahh standmd
l ()1 talllmg \uthooz Ihon
I ]n 01 der fOJ stOI nwatel dlscha g\J assocIated '" Ith 1,;0nstlUcttoll aetn It) to t e authOrized
unckl th s gt;t I.:nl,; p~llmt at ope atOt must
I Meellhe ehglblhlY Ie IUI1t:11H.:11tS ll1 P ilL I B olllus peunlt
l De elop md llnpkm\,;nl I slomm Ilel pollutwn plevenllOn plan (S" PPP) In
ICCOl lance ''>llh he l....q lllel11Cnts ofI lrl \i ofllus pell1ul md
l,; SUbllllt a \,;omplcted Notl(;e ofIntl,;J1t (NOI) J1l al,;"oldanl,;e \\lth the lequllenMlts ofPal1
III of tlus p\,;11l11t Incluchng su1 unital of the appropn atc processIng fee as establtshed In
Rule 6" 4050(4)(d) fA C
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PlAN
ELEVATION
BARR ERS FOR SLOPES
2 TIle Dcpaltment may dem ....ovclage under Ilus pe11lut 01 requ re subrrullal 01 I reVised
1'01 based on the Department S detelmmattOn that the !\OllS ncompletc the pemltt fee
has not been paid or the subrruUal otherWIse IS 1101 10 accOl I mee wllh Ihe r\Oqwremenls
ofthts genenc pemllt
P Irt II DefimtlOns
FOl the purposes of this g",ncnc pel1lUl th<.: followmg ddirutlOns shall Ipplv unless
othelWlse 1 chcated
1 Bcsl :Managemenl Plaehees or BI\1Ps means sch....dules of acll' Illes p olubll101lS of
placlll,;C:s mamtt:T ance p10cedwes lid 11 erm l1Iagemc:nt pI' dices t p 'eVeT t or n:du\;e
the polluh n of surface walet s B~vfPs tlso mdude 11 ealmer t rel{U1remenls operal1Og
plOccdules and plachces to conti 01 SIte lUnoff. spillage 01 kal s sludg", 01 \"\ ac;tl,;
disposal dr nage fn m raw malt;nal st( rage
., ConstlUctlOn \....ttvlty means th" act or plocess of ck'\.doplllg 01 lnlPIO" mg land
wludll1I\ oIvl,;s th" dlStw banee of soils and llleludes cleanng, gradmg and c:xem atlOll
3 Commenl,;ement ofCmlStrucllOn means the lll1l1al dlslUlbance of sOils assOCIated
WIth ckanng gradmg, 01 excn' atmg actlvltlcs or othCl conshuetlOn actl'\ rtl~S
4 Deparlmenl or DEP mean,> Ihe Honda DepartmenL ofEnvnomnental PlOtechon
5 Fmal Stnblltzallon means that all SOlI dlstW bmg actlVlll~s at the SIte hav~ b\Jen
eompletl,;d. and that a umfonn (e g I,;wTlly distnbut\,;d Without lalgc 1 arc ar\,;as)
pelenrual
DEP Docum\,;nt No 62621 300(4)(a) Effecttve lYf.l) I "0033
ege tt e co eI 'Iti a dellSll) of at least 70.. for all npaved area a (lIea
sin cllIes IllS u.:er ~s ablisl eel or eq nV<1le I pem ane ~ au Iiza n s lIe ~ g g~ lextil~~ hav.: been
en plo}e J
G Largt: Conslmcllon Achvlt) means eonstrucllon acLlHty thaI results III the
dlSlw bance 01 hve (,) or morc acreS of lotalland area Larg" conslmcl1on acl1V11) also
Includes the dIsturbance of less than five acres oftotalland area that IS part of a huger
common plan of d\,;velopmcnl or sale If the larger common plan WIll ulnmaleh dlShub
five acres 0 mOle
7 Muruclpal Sepal' lIe Storm Sewer Sy stem 01 MS4 means Ilalge mccllUIn, or small
~IS4 as tefmed 1Il Chapler 62 624 F \ C
8 NOl means n lIce ofmtent to be ~overed I) Ilns penn t (set: Pml III of thiS penmt)
9 NOT means 11ohc<.: oftemunallon (see ParI \ ill of Ilus pernul)
10 NPDE S means Lhe DeparlmenL s federally Ipproved Nah( nOlI P )llulanl Discharge
E1llTnt at n S)slem program
11 Opelator m"atlS the pelson film conti actor publil,; Olga uzal10n 01 olthel legal
enllly thai >\'<1 s or perales Ihe conslructlOn acl1\ II) and Ih 11 h s aulh( 11t) t( wnll I
tl os", actn 111"s at th" plolect n"CeSsan to ensme comphancc With the t....lms and
c Id Ions c r lIus pernu L
12 QualIfied Inspector means a person thai
a has successfull) complcted and met alllcqwl",ments l1....l,;\,;ssa ') to bc fullv ccrtIfied
tluough Ihe DEP Slonnwater ElOSlOn and Sednnenlalton Conlrol Inspeclor- Tranung
PlOgt am
b has successfulh completed an eqUlvalenl fOlmallralmng plOgr 111 or
c Ihal s qualified b" other tramlllg or placlte 11 expenence m the field of slormwaLel
pollullon pIC\en110n and erosIOn and scdlmcntatlOtI contlOl
13 Small C onslrucllOn Aeh\'1ty means eonstrucliOn IcllVlly Ih II resulls In Ihe
dlst Ibanee 01 eq lalto 01 glcatlir than one (1) ere and less Ihan ll\e CO;) ae:rlis 01 LollI
land 311,; I Sm 11 eonstrucl1on acll'vlty also 1l1cludes Ihe dlslurb nce ofless tlu none Cle
of total land mea that lS pnlt of a lalger common plan of clcvdopm....nt 01 sale that "'111
ulhmaldy d/slUlb equal to 01 greaLel Ihan one acre and less than 11\ t.: aCles
14 SIOlm\\ater means the flow of waLeI' wluch lesults from and wluch occurs
unmedlaleh follO\\mg, I ramfall ....venl
15 SLOffi1\V Ilcr dlsch lrgc aSSOCiated WIth construcllOn lcllvll) means Ihe discharge of
sto m\\atcr flO 11 large or small eonst 1.ctlon actn hes lcludlllg arlias whcre SOil
d SIT I bing act "Ites consttuctlon maknals handhng or stOlagc 0 eqUIpment storage 0
malllt....nanc.... are located
16 Surface Waters of the State means those !!urfacli watelS that arc defined III slictton
403 O~l 1< S
17 Water t\1 nagement Distncl ( Wt\ID me inS Ihe N I1hwel'.t Honda WaleI'
Management Distncl Ihe Suwannt.:e RI\ er WaleI' Managemenl Oislncl, tf e SI Tohns
Rh er \\ aIel' I\J.Ianagemt:nt Dislncl tht: South\\ est Honda WaleI' Man 1gement Dislncl or
the South Flonda V. ateI' Management DlstnCt
Pal t III Notice of Intent I~equlI ements
<\ DeacUmes for NotIficatIon
DEP Document No 62621 300(4)(a) Effective I\:Ia) 1
( a 0 s seek 0 c(\ e age UJ Ie h s ge e c p n to aU 0 7e
co [mc on 1I1 [0 W larg 0 ~ 11 c 1 stru on u l1V111 LI
n begr an~ the ~ fe e del I ~rrn slllll1li e
c it 1:\ 0 (2 day ~fo conun c n t of (\ lStrucbo
2 Opel Ilors of small eon<;l1uctlon acllvll) \\helli conunencemt:nt of conslruehon
OCCUlTed pllO 10 the eITeel \ c I Ie of this pemut sec\ no co I go mdcr this p nmt 10
authoflze stormwatcr dlschalgc assOCiated '9'.Jth co lstruetlOll aetn t) aftcr the cffectlve
date of thiS penmt shall file an NOl f, I' COV"I age WIth 1 3 Ida, s of the effectt'\. e date of
thiS penmt
3 I con ttees Ihat preVIOusly obtamed cm cragc under t1 e Stat of "londa (lCnenc I erm t
tor ( onstruet on Aetrvltles 11 at DlStuth Fn e or More \c es of I and Issued and efteel1"e
Oelobt:r 22 2000 lor Ilrge conslm(;\lOn actlvllv sh tlllem nn \;0 t:red Imler Ihal geneoc
pel1lUt until pemut covel age IS tenlUnated. revoked 01 the pemuttee s five yeal telm of
co, erage explfes Pemuttees co\ered under the October "000 genenc pemut mdlcated
abo'\e that mil have stonnwatel discharge assOCiated \\lth con<;tlUctlOn aCrtVlt\ beyond
the1l1mtlal five veal tenn of cOverage under the Octobel 2000 genene pemut shall
sut llUt an NOI for covelage under this genenc pemut at least t\, 0 (2) days before
eXplratlOn of co"etage under the October "000 genene pemut
4 101 COllsltuctton adlVlttcS where the operator changes the new opet atot shall file an
NOI for covel age undel thiS peffillt at least two (2) days 1 efole assullltng control of the
ptoJect and the pteVlous opelatol sllall file an NO] to tenmnate petmlt eoveraoe m
accOldance \lI, th Palt VIII ofthts pe/mtt
B Conlents of No Lice of Intent
1 In oldel to obta11l cQ\\,;lage undel tlus pClllUt an opelatol of the stonn'9'.ater chschmge
assOCIated \\lth constmchon actrVlty shall subnut a completed Not \,;e ofIntent to Usc
Gcnenc PClllut fOl StotmWa1cl Disehargc nom Lalge and Small Constlueholl '\cllvltes
DEP form 62 621 300(4)(b) eff\';ctl"e Ma) I 2003 mc1udmg th\,; appheabl~ pcmut
OPTlOtW. POST POSIl1ON
(VtR'l1CAL
g and
11C f
d by a d camp y
be gn~ i
DEP Doc Il11ent No 6') 621100(4)( I) Ellectl\ c MI) 1 2003 7
a B co pI t d c1udi g crtifi atto by tl op to u acco da c '" tJ Part VII C) 0 to ti
bffilttal of n NOl 0 l e co ed m eI tiu pe rut I pel ed s pp opnate
b The plan sit ill PI' \ Id~ { I' C( npltanee \ Ilh the te ms and sched lie III e pI n
begll1IUng \\ Ith Ihe llutlatwn 01 C011')lrucl1on acl1"ll1es
C Keepmg PILlS C ur enl
I Ilte pem mee ~I alt amet d the pI at \\ heneHlt thele tS a c1 ange 11l destgn constn ctlon
opetatlon 01 11 amtenanee wit ch has a s gmficant effect 01 the potenttal for the
dlscha ge [p lIulanLs I) SUTe; ce walers of 11 e Slate or n tvIS4 mc1udmg Ihe addtl 11 f
o cl ange 10 I call n f sl nnwale d sdl rgc I omL'i and wllld 1 as m t ( 11 t:f\\ISt; been
addlessed mlhe plm TIle pt:rnllllt:t: also sh 111 1111t:nd the plan Jf It plOves 10 bt:
Ineffectn" 1T\ dinunatmg 01 slgmficantly nunulUZTT g pollutants from SOUlCeS Idcnttfied
undel Pat1 V D 1 oftlus penmt or m othel'Wls\,; ac1uevmg the g\,;ncral objeetlv....s of
conttolling pollutants 11l stomlwatel dlSehatge assOCiated WIth construction actiVity In
add t on the plan shall be amended to Identify any I ew conhactol and 01 sul conhactOl
that WillI nplement a measure of the stonnwater pollutIOn preventIon 1'1:111 (see Palt
\ J) (]) Unendments to thc plan shalt be p eparcd slg led dakd and I cpt as
atbehments to thc ongmal plan
]) ( ontents at II an
I S I~ ])eswpll n raeh pi m sh 111 p V1d~ I lescnpl en ofp llulanL S uret.:s and ( Ihel
101 rmalH n as 10dle ILed
I <\ desenphon 011he n It we 01 the conslru(;l1on ach\ lLy
h ;\ descnpttOn of the tIItended sequence ofn aJOI acttvttles wluch dl!!IT1lh sOIls fot majOl
po 1 OilS oftl e s te (e g grul bmg eXeavatton gtadmg)
l,; I !It mates oftl e total "rea of the stte and tl e total alea ofthe stte that IS expected to be
lhslurl t:d b,; exeavalu n gr Idmg (T olheT c mslt uclt T IcltVlltes
d Ex hng data lescnbmg tl t.: s ) I (T l\ e luall\ r my dlschmge rl 1tI Ihe slle and an
\,;stlmate ofthe size of the dlalllage al\ia fOl e Ich dlsehalge pOlllt
e \ site map mdlcatIng dtamage patt\,;ms and applOxlmat\,; slopcs antlclpatcd after mUJOl
gradmg actl"ltles areas of SOli dlStul banl,; a I outlme of a1"as ,..Iuch may not b
dlstutbed the locatIOn of major stluetulal and nonstmctulal eontlOls Identified n the
plan the location of meas wI ele stabthzaholl prachces ate expected to OCClll S lIiace
waters \\ctlands and locat ons where stonnwatcl IS discharged to a swfaee watc 01
MS4 and
f l1le latlITldli and long tude of each d scharge pomt and the name of the r\,;ee vlllg
watcr(s) tor each d scharge pOint
., ( nl101s hcl llan sh III mclude a descnph n ( I appr pnate e nIl' Is HMP and
meaSUles that \lI,llI be unplemented at Ihe eono;truchon sIte Ihe plan shall clealh descnbe
fot eacl majOl actlv t'; Identified III Palt \ ]) 1 b appropnate eontlOl measures and the
tUllIng dunng the consttUetlon ptoees!! that tl e measutes \\Ill he unplemet ted }<Ol
example 1 en meter controls for one pot1101l of the stte wt11 he 11 stalled aftel the c1eanllg
and gmhblllg neeessalJ fOl1llsta11atton of the measure hut before the c1eanng and
grubbmg 101 Ihe remalmng porllOns ollhe sllli Peumeler <.:ontlOls sh III be cl1\ elv
m Hnt Illle 1 unlll fin II st lbllllllllUn of lhose p )lhon'l of Ihe site IP\\ ml of the pellmelcl
cont 01 T\,;lllp01ar)' pCllmctel \,;ontrols shall b\,; lcmov....d aft....1 final st.1blhzatlO1I All
contto\s shall 1 e conslst~lt With the pl,;lformanl,;e standalds f01 \,;IOS10n and Sedtnll.:nt
\,;onttol and
DEP Document No 62 621 300(4)( I) Efl",dlVC Mll) 1 20038
to w tJ au ta t forti RuI 02 <10432 r AC tl apl cabl to w t 0 V 0)1 tal
e 0 e p rrnttJ Jg eq urements oftl e DEP 0 aI propnate WMD (II d II e gtndelu es onll1l1ed u II e
Ho e1aD.:velo]JT': Mm al ~ lid.: o SolI ILuda IWat~IM Ilg~1 e (DEP 1988)a lilY
u1 e lue u emh Ls
a ElOslOn and Sediment ContIols
(I) Stablhzahon PI actlces Each plan shall pro"lde a desenptlOn of 10tenm and
pennanent stal'llhzahon practIces mcludmg slle specific schedulmg of the
Impt....mentatlO 1 of the practl ces Sltc pi ans should ensure that extsttng vegetat on
prese ved vi ere attarnable and that dlsturl ed port ons ofthe site me stahtlized
S b1l tl n pI' d ces ma\ mclude lemp n \ seedrng permanenl seed ng m deh ng,
geotexhles sod stabllizahon vegetatrve buffel stnps plotectlOn of trees preservation of
n atule vegetat on and othet applOpnate measu es A tccord of the dates when ma.Jol
gt id ng cl vlllc ocem when e msh lehon lehVlLles Lemp r 1111) r petTllanenll) ce L<;e
on a porllOll ollhe slle Illd when slablliz Ihon measures Ire lluhaled sh III be lllcluded III
the 1'1111 Slablliz Ihon me ISUles shall be lrulll ed as soon s pllehc Ible bul m no c lS<':
mote t1 all 7 d.1YS IJ1 POrttOIlS of the stte whele construction actl",ttes ha, e tempOl ani) Ol
I etmat el tly ceased
(I) SI uc u a1 P a(;lleeS ) dl plan s) alln dudt; a dt;SCnpllot rshuclural I lac! (;t;S I
ch ert flows flom exposed solls slore fio\\s rdalll sedimenl on slle 01 o!hemlse hllUl
lU1l0ff and tll\,; disehalgc of pollutants flOm expos"d aleas of the site Such plact c"s may
mc1udl,; stlt fences \,;atth dikeS diVelSlO1lS sw tll,;S scdiment 11 aI's checl dams
subsudilce drains plpt: slope lhaulS Ie\ d spl~aoels slonn dtalllllllet plOtel,;hon lOck
outlet prolcct on, remforced soli reI 1m 19 svslems g Ibm 1S coagulatll", age lIS n I
l\impOlary or p"nn menl sedlmenl basllls Sll t cluml BMPs shall bli pI Iced on upland SOlis
unless a State of Ronda wetland reSOUICe management pelllUt or envllOIUllentallesoUlce
pen ut ISS led llUS 1.11 t to Chapter 373 f Sand apphcable regulahons ofthe DEP or
\\ MD a thoI' ze olhelwls"
(3) Sed mCI t Has ns
(a)"o dra nagc t asms w th I () or more d sturhed acres at one time a t"mpOJ ary (or
pClmanent) sediment 1 asm plovldmg 1 600 cubiC feet of storage per aCle drame(~ OJ
eqwvalent control measures sl1<111 be pro' Ided where attmnable lmttl fmal staltlizal10n of
the site The 3 600 c blc feet of storage area pel acre chmned does not apply to flo\'<s
from oftslte area<; and flows horn ons te areas that a e either undlstUtl ed or 1 aye
un lelll( ne f n I lab I Z lion whe e I ch 110" ne Ii\erled ar )Und hoth tI e d sllrbe I
r~1 ndtlesedlmenllasn F Idr n geha nswlh10 rmere hSllrled Ice at ne
tm e al d ,..here a ten pOI aty sechment baSJIllll o\l1dlllg 3 600 cub e feet of stmage per aete
dtatned Ot eqUtvalent controls IS not attattlabl a comhmatton ofsmallel sedtmef t 1 asms
anwoI sedllnent traps al d other BMPs sl auld be used At a mtmmum SIlt fel c"s at
eqlllvalcnl sedmlenL controls lC rcqlllllid lor II sldcslope l1ul dowl1'ilopc bound ll1CS 01
Ihe consllllelwn lie
(b) FOl dr l1l ge basl11s ofless lrum 10 ICles slilhmellL b ISlns mlVor scdunenllnps Irli
I ec m mended bul n tl equ I ed At IlmmmUtT SIll fences I' eqwv Ilent sed menll,;( nIT lis
Ire I equl t:d ~ all s lesl)p<;: and dm\ nslt pe houndanes ( f Ihe c nslrucL 01 area
(I,;) \teas that" III b\,; uSlid fOl pelmall\,;nt ston lwatel 1l1:fi1t1 atlOll tl eatment (e g
stOlm\\ at\,;l lctcnllon ponds) should not be used fOl tempOral) sliclimcnt basms utllcss
applOpnatl,; m\,;asulcs all,; tal en to assUl\,; 1 em oval of accumulated fine s\,;diments \\Iuch
n Iruc
[ Ihe N ) I t
s effect e t va (2) days afte the d te ot sub n t I
s I 1 t d to at r n not to excccd five ycars from
Management PI actlces and Utllel Non nllmellC
g
="OLE2~OW~
F1:rt1l AIIRIC tl
CON 0llWAHCE WIlli
SEC 8115 FOOT SPEC
i
"
.
SILT P1..OW
A
..
"
ELEVATION
SECTION
III SILT FENCE
OP'IIOIW. POST PosmON
('.tRl1CA1.
SA E T1ES
SECURE BOUND BA\.ES
REQU RED .OR DURAS UlY
ANCHORING BALES
I'.JOTES
Fa add t ana nfo ma on and de a s see F DOT nde No 02
Un ess spec f ed s l fences may be used n eu 0 hoy ba e S
Add ona posts and a s may be necessary 0 secu e and support ba e s
equ ed by he Coun y Eng nee
"
~
..
"
ELEVATION
TYPE IV SILT FENCE
SECTION
IL TATION SCREEN
TEMPORARY DE VATERING POND SHALL BE SIZED
TO ACCOMMODATE ALL FLOV VITHOUT
DISCHARGE BOTTOM OF TEMPORARY POND SHALL
BE AT LEAST 1 FOOT ABOVE SEASONAL HIGH
VATER TABLE SHVT> AT POND LOCATION
SEE ABOVE FOR REQUIREMENTS
1YPE A FENCE FABR C
..... S1~ f!PW
IL T A TlON SCREEN
FILL TO BE KEPT MOIST OR STABILIZED
TO AVOID I"IIND EROSION OF DIRT
SEE ABOVE FOR REQUIREMENTS
SILT FENCES
es
-- - ."............-...,..,.......3Pl~J
DO NO DEP 0 N A MANNER lHA SIl FENCES Will ACT I>S A DAM ACROSS PERIMNENT F OW NG
WA ERCOURSES 5 T FENCES ARE TO BE USED AT UPlAND OCAnONS AND URBlOnY BARR ERS
USED A PERIolANANT BODIES OF WATER
~_____.....~~........~_W:~ ....~lM".rr.......o. ~..;p,,--,. ~~--"",,,,,Jp.o ~.... 'No ~.,...;hoo
~ ...... - -
""'.. .....
.....'"
.....
...
ma, ea Ise plemaLule cloggmg and loss of infiltrahon c p lCll) and 10 aVOid exceSSIve
compactton of sOtls by con~ttuctton naclllnery 01 equ pn ent
1 Permanent Stonnwatet Management ( ontrols
DEPDocumenl No 6'" 621 300(4)(a) Efle" lIve I\lay 1 2003
Eacl pIal 51 all c\ dad scnpuon of storr ~ a C 11a lag cnt co trol
de nl10 (l C n y m v g a cd wee oc y d Sip 0 Ie
b all d d n '" J )I sl1 P 0 ss onlro] I oIl ar n s r <lis I ll"g sUa WI] 'C u
dur rig conslru and 11 0 ISIrU l10n 0] c all ns tw u n conrp cd Tlu g IT pliO 11
dd e~ es th stall non of stormwa e managem n controls and no h u bma e operatw nd
mum nan ofs cl c n Is ail I I c nsl1u II h h 11lV be n mpl cd aT dIe s has
U1 e gone Ii ml abihzatio l de his genenc I enn pe uttee are on espo ble fo the lSlallatJo
ill d IT;] lena ce of S onn \ ((: IT arutgen e t BMPs pn 0 final slabilla of II e S1t~ md are no
~Sl 0 IS ble I all ~ an ~ aile IT \\ <1 e di harge us oc a ~cl U strucl10n ac )' I aYe bee
el nuniJ e f 0 the te I to\', eve all stOI water n anage ne t S) e a I BMPs a I be ope ated and
1 a ta ed n I f1 elult} aft t aJ ab I 703t n acco dance ~ t e III en ents set fortl n the State of
Flo da sto 'late 0 n rom cntal csourcc p nut s cd w dc C lapt 6 "i FA C OI Part IV
C ap c " :1 F S
c Controls for Other Potenhal Pollutants
(1) \\ IsLe Disp s 11 Ihe Ilan shall ssure Ihal waste sUl,;h as I scarded b llldmg
mat~nals chern cals hUeI' an 1 samtarv waste a e properly (;ontr lied III acc rdance \\llh
al1 appltcable state lac 31 and federal regulatIOns Illls peomt does not authonze the
1 schatge f s lid malt;;nals ncludmg hudd10g malenal 10 Irface waters of the Slate 0
111 ).,1S4
(2) nle plan shall assu te that off. site vehtcle trackIng of sedtments and the genelal10n of
dust 1 s tlIt1l1tlll zed
(3) TIle plan shall be c<>nSlstent Wllh apphcable State and loca] waste disposal samt.1ly
sewer or septIc s\stem regulations
(4) rhe plan shall address the proper appl catton rates and methods for the use ot
lertlhzers herble des amd pesL c des at the construe! on sll~ an 1 self< rth h w Ihese
procedures Will be Implemented and enforced Nutnents shall be apphed only at rates
necessmy to establIsh and mamtam vegetat on
(5) The plm shall ensllre thaltl e apphcall m genelalJon and mgralH n of tOXIC
subslances IS hmlted and lhat loxlc malenals ale propt:rly sIal d and dIsposed
3 Maltltenance I he plan shall tnclude a desenptlon ofploeerlures that Willi e followed
10 ensure the Ilmt:h mamlenance of vegeLahon, eroSIOn and sedimenl conlrols
stonn\\ aleI'm nagemenl prachces and olher protechve measUl es and BMPs so Ihe\ '\ill
lematn tn oood and effect" e operal1ng condItIOn
4 ]nsnectt ons A qualt fied tnspector (pro\;lded by the opel atot) shall Inspect a11 pOInts of
hscharge lOt surfa\;c w Ilel s f Ihe Slate I' In MS4 d SlUl1 t: I Ireas c [Ihe c nsl1Ucl1 n
SIte Ihal ha\ e not been [mally stablhz\,;d al\,;as used for sloragl,; of mallinals Ihat Ire
\,;xposed to pleclJ)1tatlOn sttuctmal controls and loeatlOf1'> whel\,; vduclcs cnt\,;l or eXit
Ihe site at leasl onl,;e e\t:r) Se\ieT (;alendal da) sand wllhlll 24 hours [Ihe end fa slOlm
that IS 0 ,0 l1lehes 01 gleatel as follo\'.s
a DlstUl bcd alcas and aJ~as us"d fOl stOlage of matena\s that al e "xposed to preelpltatlOn
shall be mspected for t:vldence of. or Ihe polenllal fOl pollutanls enlellng the sLommaler
syslem TIle slormwal<::l management sysLem md erosIOn an l.,edlment conlrolmeasures
Idenllficd ltl thc plan shall be obsclved to enSUle that t!1,;"\ ale opelatmg COlTl,;ctl)
Discharge locatIOns or pomts shall be mspeckd to aSCel1am \\ hetht,;l erosIOn and
sedlment....onl101 nd s LOlmwater trc Ilmlint meaSUles Ife dIec lvC m prt,;venhng 01
rrunuruzmg the dlsehmrge of
DEP Doeumcnt No 612621 300(4)(a) Effectl"t,; May 1 200310
p lUll g ng tin en on I IT II RuI 62 G n F (r a
eh cle enle 0 eXlt e e ~ha.l be nspec ed fo e dence of oft e sed ment I ck ncr
b Based on thc lesults of the 1l1Spechon, III mamtenallee opelahon<; nceded 10 assure
proper opel allOn of all controls BMPs pi actlelis or meas urcs ldenLlfied m Ihl,;
stolmwatel pollUtlon PI\,;' enlion plan shall b" done Ul a tlmely mannel but m no I,;ast,;
latel than 7 l,;ak dal days followmg th" msp"ctlon If I eedcd pollut on PiC' entton
controls I3I\1Ps and Ineac;ures Identified 10 the plan shall l)\,; leVlsed as applOpnatc but 111
no case latel than 7 caBendal days followmg the mspectlOn Su h modifications shall
plOvlde fOI tnnely lmplementatlOn of any changes to the plan wltlun 7 l,;alendm da)s
follo\\lllg the mspectllDn
c A leport summanzmg the scope of the mspecf10n name(s) and qualifications of
personnel making the 1l1spechon the date(s) of the mspechon ra11lfall data major
obsen. atlOns relatmg to the ImplementatIOn of the stormwate pollution preventIOn plan
and actions lal en 11l ac.;cordanee wllh pmagr Iph \ 04 b oflhis penml shall be made
and rcta ned n accordance WIth Part VI of thiS peomt as I arl of thc sto mwatcr
pollutIOn pre"",nttOn plan Such rcports shall Identify an) nc lents of non complIance
W hcre a report docs not Identlf) am tncldents of non compliance thc rcport shall contam
a ceTllhcat nth Illhe f e Illy IS 10 coml lIance WIth the \.( rm aiel' pollutIOn prevenl on
plan md th s penn I The rt;p 1'1 shall b~ Signed In acc rru,nct: \ Ith Part VII ( (t Lh s
pel111l1
5 Non S orm\'< ItcrDlSd1al:ges Exe"pt 101' 110\\os from firc ll! ltmg achVIIICS sources 01
non stonnwatel hsled m Pari IV A. ~ of Ilus penrutlhat ale combmcd \\1Ih stoffilwalcl
hscharges assoclale I vllh construction acl1vlt) musl be ldcnt ficu n he pi I TIle pI Ul
shallld\,;nttf') and enSUle the ImplemcntatiOn of applOpnate P( llUtlOll plcvcntlOn and
tleatment measures for the non stonnwatcr eomponcnt(s) oft discharge
6 Contraetol Subcontractor CCltlficatlOn
a TIle stommater pollutIOn pTevenlton plm must clearh del t f) fot each meaSUle
Idenl1fied III the plan, the eonl1 aet01(s) and or subcontractOl(s) that" III Implement the
measure All contractors and subcontractors Idenl1fied m the I Ian must sign a copy of the
cerLt11calwn slalement 111 Palt V D 6 b of this pelrrut All cer ficahons must be mcluded
m th" stOlmwater poll ullOn preventIOn plan
b (erlt(i(;al1on Slllemenl for ConlIaclors Subcontlaclols \11 conlraclors an I
St bcont acto! s dentdicd n a stonnwak pollutIOn II evcntlOT plan 11 acco lance \\ Ith
I art V J) 6 a of this pCl1mt shall slim a COP) of the folio vmg crtlficattOn statem\Jnt
before condt ct ng any acttv tiCS at thl,; site
1 cert fY under penalh of law that I understand and shall con ph With the tenns and
c mdltu ns ( {Ihe Slate ofFl nda CTenenc PermlL for SL( nnwaler Discharg~ In m J arge
md Small Con'>l1llcl1on ActlVll1es and tlus Sloffilwater Pollul1on PreventiOn Plan
prepared Ihereundel
The Cerlllll..atlOn muslmclude Ihe nam\,; and Illle of thl,; person pro\ Hlmg the Signal lr" In
aceoldance wllh P II vII C oflhis pli1l1uI the n Ime Iddress md tel"phone numbel oflhe
cOlltiaetIng fiInI and the dat\,; the cCl11fieatlon lS madl;
P Irt VI Retentlun of Reclll ds
DEP Documcnt No 6" 621 300(4)( a) Effectn " May 1 "003 11
SILTATION SCREEN
DOUBLE
SIL TATION SCREEN
A. Th ]
h je n
I e 1 ~~ e~ eel ~ 1 e e f y I I ~ I
13 The perm ttee sh~1l retam I cop)' 01 the StOl nm at~ polluhon pn:: t.:nhOll pi 10 In 1 tll
lepot1s Iccords and documentatIon lequucd by tIllS pemllt at tIle constructIOn site 01 an
approp lat~ alh::rnalIve locaho 1 as spt:C fit:d m Iht: NOl from tht: d dt: of p oJt:et lIlIal on
to the date of fmal stablhz.; 110 1
Part VII Standard Pelllllt Ce I dlh ms
A Any permIt noneo np!tanee conshtutes a VIOl It IOn 01 Seehon 40-, 0885 r S 1110 IS
gl IUnl1 f( I enll T c<::Inent aell( n 111 I e m t C( vt:lage tennmat n 1'1 e;:v catIOn (I 11 I'
clemal of pClffitt co'\.clagl.: lCf\e" al
13 All fthe gt:neral cOT dl!lons lrsted n Rule 62621 250 FA C art: ad I too hele n 1 y
I t:ft:rt:m;e
C Sign ItOl y RequIremenls
1 A.II N( bees fIntent N !lees ( f Tem matt II sic nm\ att:1 polluh r pre\ <::lIt! n plans
repolls cerlifie Ihons 01 1l1foon 1110n elthcl submitted to the Dcpallment 01 the opel' 1101 01
a mumclp II separ Ite storm Sewel S) slem or th It tlus pernllt rcqlllrcs be mallltamed by
the permittee shall be SIgned as set forth t1l Rule 62 620 ~05 F A. (
2 In<;pcchon rcports prep 11 ell p 1rsu mtto PaIl V D 4 e oftIus pelmlt sh III be Signed by
the qualified mspeetor Ih t plep Ired them IS well IS by a responSible mthor tv 101 t1le
Opel atOl as spectfied Itl Patt VIT ( 1 above
~ Any person slgnmg documents undel thls peffillt except conl1aetol subeontr IcLOl
certwcahons under Part V D 6 sh III make the 10110wmg eerl1fie Ihon
I eertlf\ undel I ellalty of law that thiS document and all atbchments wete plepaled
undel my dllcchon or sUpetvlSlOn III accOldancc \Hth a system (kSlgncd to assulC that
qUlhfied personnel propetly g lthered md ev uu.lled Ihe mfonn Ihon sllblmLted Based on
Tn) lIlqUIt Y of the pet son ot pet sons wI 0 manage the system or those pel sons dll eetl)
responSible lor gathelmg the 11110lm hon tIle l11fOlmihon submlUt:d IS to the best ofmv
knowledge and heltef tme accul ate and complete I am awale that thele at e slgmftcant
penalttes for subnuttl Ig false nfOlmatton nc1udmg the pass It Itt} of fine and
lmpnsonnlent lor kIlO\\ lllg \ Wllho11,)
PartVIII Iermlllatl<nof( l\erlge
A Nohce of Tel nmatton
1 \\ here a slle his heen fin 111~ stablltzed (set: P 11'111 I rthe Idtmh n 11m I
stabthzatton) and all stonnwatet clJschalges authollzed by tIllS pe llut al e eltmll ated the
pen111ttee shall submll a completed Nohce of Termmahon (DEP Form 62 621 OO( 6))
Signed In ace I I IIlC~
DEP Document No 62 621 00(4)( a) Effechve May 1 200~ 12 DEP Document No 62
621 ~00(4)(a) Effech'\.e May 1 200~ l~
w tl Part VII ( (\ t e t tl 4 h) of fi 1.1 t t I 7a 0 (If e e to te A e coy ge 1J de
Iu p~ n
2 EIllnmlt on 01 stOln1\\ lei dlSch I gc...'S ISsocllted Wlt11 eonstll chon aehvltv me< ns that
all dlstulbed s01ls at the Site ha"\e been f10ally stablhzed and tempolflfY elOSlon al d
sedmKnt ,-,ontrol me sUles have been removed or Will be remm <.:d it an IpplOpl1lh.: hme
or th It all stomm Iter dlsehalgcs Issoelated wllh consl1uel1on aet!\ It) hom the SIte that
ale authol1zed by tIllS gcnerlc pelmlt ha"c othel'Wlse been dun11lated
3 1 UI ell S ruc 0 acl v t es Ie r;: Ihe 01 e III ch(l ge (I e ~x:;t g ope (I II :;1 (II [ e
:mNOT na ordan wtl thsP rl II n 14da}s [r 111ushng 0 ro)o[lh
proJcct to a nc operalor
B '" here to ~ubm I
I A.perllJttee lallsubmltaNoteeof Ie n1natontoth~foll \\ gaddless
NPDES 3 OIl ale Not ces Cenle MS/.! 2510
Fl r d Dc) (lrln n f En I rr tel: on
2600 I31a Ston Roa I
Tallahassee Flor (a ') 1 :) ')4( 0
2 Projects hat I ~ch roed sto n vnle a sac ated v th canst uct on
n cpa epa a e I nn ev. t:r y len (MS4):;1 all ubn t a c py Ihe
operata of tI c M 34
NOTE
EROS ON CONTROL OR SEDIMENTATION BARR ER THE CONTRACTOR IS TO PROVIDE
EROS ON CONTROL OR SEDIMENTAT ON BARRIER (HAY BALES OR SILT SCREEN) TO
PREVENT S LTAT ON OF ADJACENT PROPERTY STREETS DETENT ON PONDS
STORM SEWERS AND WATERWAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION
OR DEMOLITION THE EROSION CONTROL OR SEDIMENTAT ON BARR ER SHALL BE
MA NTA NED AND NSPECTED WEELY IN AN EFFECTIVE WORKING MANNER FOR THE DURAT ON
OF CONSTRUCT ON ADD TONALLY CONTRACTOR SHALL PLACE STRAW MULCH OR
OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCT ON RELATED
TRAFFIC S TO ENTER & EX T S TE F N THE OP N ON OF THE ENG NEER
AND/OR THE LOCAL AUTHOR TIES EXCESS VE QUANTIT ES OF SOIL ARE
TRANSPORTED OFF S TE ETHER BY NATURAL DRAINAGE OR BY VEHICULAR
TRAFF C THE CONTRACTOR S TO REMOVE SAID SOIL AND REPAIR DAMAGED OR
NEFFECT VE EROSION CONTROL OR SEDIMENTATION BARRIER TO THE
SAT SFACT ON OF THE ENG NEER AND/OR THE LOCA AUTHORITIES S LTAT ON
ACCUMULATIONS GREATER THAN THE LESSER OF 12 INCHES OR ONE HAL~ THE
DEPTH OF THE SEDIMENTATION BARRIER SHALL BE IMMED ATEL Y REMOVED AND
REPLACED IN UPLAND AREAS
\
OJ
fl.i
AT SITES \JHERE SHVT IS TO HIGH TO
MEET THE NO DISCHARGE CONDITIONS A TEMPORARY CONTROL
STRUCTURE I"IILL BE REQUIRED VITH THE DISCHARGE
FROM THE POND NOT EXCEEDING PRE DEVELOPED
ALLOWABLE FLOV rHE SVALE SHALL BE SODDED
SEE ABOVE FOR R QUIRMENTS
OCT I ~ 20n~
STORM WATER POLUTION
PREVENTION PLAN
Sheet 2 of 2
SP NUMBER
DATE
9-1
GALEN JAY HOFMANN P E
-( ~o-/
8620 AIR\JAY BLVD
....,"" "'"
GALEN J HOFMANN P E
~.d!J~7;= EN GNEER ;
=-
....;':w..~"" <;:I.w:..
LEGEND
-w
DE51GNATE5 THE TYPE OF
REQUIRED FLANT MATERIAL.
DE51GNA TE5 THE QUANTITY OF
REQUI~D FLANT MATERIAL.
DE51GNA TEe THE
51ZEITYPE OF
EXI5TING T~E
TO ~MAIN.
EXI5TING TREE UJITH PROTECTIVE
6ARRIER 5EE 5HEET L-2 OF 2
FOR PROTECTIVE 6ARRIER
DET AIL5 AND REQUlREMENT5.
b"OAK
o
6 II OAK
a~
< )
~~
b"OAK
~
DESIGNA TE5 THE
51ZEITYFE OF
EXI5TING TREE
TO 6E REMOVED.
GENERAL NOTES
1. WA~ING: Above-ground and/or underground utllltlee may be In the area of
thle ~roJect. PROCEED UJITH CAUTION: Call "CANDY" and the utTllty owner(e)
forty eight (48) houre before beginning work. Telephone: 1-80tZ>-282-8881.
2. All conetructlon ehall conform to ~II ~~~lIc~ble codee, ordln~nce& ~nd
regulatlone of' Clt~ of Clearwater, Florida.
3. Contractor shall obtaIn .!:III neceeear~ permIts ~rlor to conetructlon.
4. All trimming undsrtak.en on a tree ~rotected b~ the ~rovlelone of the
Land Develo~ment Code eha II be ~runed In accordance WIth the
American NatIonal Standarde Inetltute (ANSI) A-3tZ>tZ> PrunIng Standarde.
S. An automatIc IrrIgatIon e~etem ~rovldlng com~lete water coverage
for all reqUIred and other landeca~lng matsrIale eMII be ~rovlded
and maIntaIned ae a fully functIonIng eyetem In order to ~reeerve
the landeca~Ing In a hea It~ grOWIng condlton.
6. All IrrIgatIon e~eteme connected to the ~ubllc ~otable water eu~pl~
ehall Include a backflow ~reventer at the the esrvlce connectIon.
1. All IrrIgatIon eyeteme ehall be Inetalled eo ae to mInImIze epray u~on
an~ Im~ervloue eurface, eucn ae eldewa 11<.& and ~aved t!!lreBe.
8. All IrrIgatIon e~eteme ehall Include a rt!!lln eeneor/ehut off devIce to
aVOId IrrIgatIon durIng ~erlode of eufflclent raInfall.
~. Underground IrrIgatIon ehall riot be Inetalled withIn the drl~l1nee of
eXletlng treee unle&e root ~rotectlon met!!leuree are ~rovlded.
ltZ>. If t!!lvallt!!lble, reclt!!llmed wt!!lter ehall be ueed for Irrlgt!!ltlon ~ur~oeee.
11. 50l1e within ~Ianter bede muet be euItable for ~ro~oeed ~Iant materia Ie wIth
regarde to ~H eoll texture, eoll etructure, and eeaeonal hIgh water table.
12. All t!!lreae dletrubed durIng conetrutlon or not deelgnated for treee and
en-ube, ehall receIve eod In order to etablllze eoll and control etormwater
run-off.
13. See Sheet L-2 of 2 for Landeca~e Speclflcatlone .. PlantIng Detalle
and other InformatlOf"l ~ertlnent to thle plan eet.
14. 5ee 5heet 4 of~, FROP05ED GRADING .. 5TO~WATER DRAINA6E PLAN,
for loct!!ltlone of ellt ecreene t!!lnd protectIve tree bt!!lrrICt!!ldee.
IS. Thle plan wae ~repared for ~ermlttlng pur~oeee onl~ and Ie not to be used for
conetructlon. After all .!Ip~rovale .!Ire obtaIned and all a~~l1catlone ~roceeeed
trrough permitting, If a~~IIcable, t!!l revleed eet of plane reflectIng all requIre-
mente t!!le eet forth b~ all agenclee havIng Jurlealctlon over the ~roJect ehall be
relet!!leed for conetructlon.
SITE PLAN PROVIDED BY:
GALEN JAY HOFMANN l P. E.
PROFESSIONAL ENGINEER
8620 AIRWAY BOULEVARD
NEW PORT RICHEY, FLORIDA 34654
PHONE: 727-844-7686
Shovvscape Planning & Design, Inc.
Member of the American Society of Landscape Architects since 1984
2 11/11/04 REVISED MEETING WITH ARDEN DITTMER ON 11/11/04 JWM JWM
LANDSCAPE PLAN ADJUSTED ACCORDINGLY
1 10/13/04 REVISI:D PER DRe MEETING COMMENT SON 10/07/04 JWM JWM
LANDSCAPE PLAN ADJUSTED ACCORDINGLY
NO DATE REVISION BY CK
Copynght Showscape Planning &
DeSign, Inc All nghlS reserved ThIS
matenal IS the exclUSive property of
Showscape Planning & DeSign, Inc
Reproduction In whole or In part IS
stnctly prohibited Without the pnor
written permission of Showscape
Planning & DeSign, Inc. and any such
reproduction may subject you to CIVil
and/or cnmlnalliablllty under Title 17
of the United States Code.
&FLANT LIST
&. Ke!:;j Quantlt~ 60tanrca I I Common Name
TREE&
MK 1 Lagsr.troemla)( faurlel 'Muekogss'
- Mu6kogse Craps M~rtls
DD 6 Magnolia grandlflora 'DD. 6lanchard' -
- DD. 61anchard 50ulhsrn Magnolia
GlY 3 Glusrcua vIrgInIans '50ulhsrn &hads'
- 50ut.hsrn Shads Llvs Oak. ~
WE '3 Ulmu. a lata - Wlngsd Elm
1-16
55
DI-I
WY
24
412
136
125
el-l~6e
I-Ilbl.cua ro.a-.lnsnal. - I-Ilbl.cu.
V5
M~lcant.hs. fragran. - 5Imp.on'. &loppsr
~phlolspl. IndIca - Dwarf IndIan I-Iawt.norn
Ylburrun obovatum 'Mre. 5chrllsre Dsllght.'
- Mr.. 5chrllsre Dsllght. Ylburnum
58 Y1burrun euapSl"l.um - 5ardafi(wa YlbuNlum
G~OUNDCOVE~&
21 Aepldletra slatlor- Caet Iron Flant
353 JUI'Ilpsrua chlnsn.l. 'par.onl' - Far.on'. Jl.I'llpsr
1,'322 Trac:hslo.psrmum aelallcum - Dwarf Confsdsrats Jaemlns
FM' &lSl"lotapn-um .sc:undatum 'rlorltam' - 5l.. Auguatlns Gra..
C::::f-l
H.C. RAMPS
EXIST. 8. W.t.l.
SIDEWALK
. . . . . . + + . . + + ..
..A.A"
H.C. RAt.lPS
r IDi4\
v ~ CITY OF CLEAAWATEA ~I
20'><20' SIGHT DISTANCE
TRIANGLE
r
VlSIBlUTY "TRIANGLE FOR
ROADWAY "TRAFFIC (0- 575')
o
<( ONE WAY ONLY SIGN
o /MK\
a: I IDi4\VJ
a:~
w
I
()
....J
W
CD
BE RENOVATED
EXISTING
.-n -
EXIST. 8. W.t.l../ . .
VlSIBIUTY "TRIANGLI FOR
ROADWAY "TRAFFlC (0= 575')
EXIST. HYDRANT......... /'
&paclne
12' -lZ)" 0.0.
35'-lZ)" 0.0.
a. .rown
35'-lZ)" o.c..
3'-lZ)" 0.0.
3'-lZ)" 0.0.
2'-6" 0.0.
2'-lZ)" 0.0.
3'-lZ)" o.c..
2' -lZ)" 0.0.
2'-lZ)" 0.0.
12" o.c..
;.c:.
;...
.
~.
Conta Tner
3lZ) gallON
65 ga liON
65 gallON
65 gallON
3 gallon
3 gallon.
3 gallon
3 gallone
3 gallon
3 ga lion.
I gallon
4" potl
BRL BEARING REFERENCE UNE
POL POINT ON UNE
(R) RADIAl
(C) COt.lPUTED t.lEASUREt.lENT
(D) DEED
(t.l) IooiEASURED
(P) PLAT
POB POINT OF BEGINNING
PCP PERMANENT CONTROL POINT
POC POINT OF COIooiIooiENCEIoo4ENT
PC POINT OF CURVATURE
PRt.l PERMANENT REFERENCE IooiONUIooiENT
TInA IDoolPORAR'Y BENCHMARK
PI POINT OF INTERSECTION
FIT FENCE TIE
s/W SIDEWAL.J(
OHW OVERHEAD WIRE
~ CENTERUNE
WF WOOD FENCE
ClF CHAIN UNK FENCE
R/W RIGHT-OF-WAY
I ~ SPRINKLER CONTROL BOX
E/p EDGE OF PAVEMENT
&Ize (hsleht/6pread)
'3' ht.. I 4' .pd. 2" calp. mIn.
1lZ)'-12' ht.. 15' .pd. 2.5"-3" calp. mIn.
1lZ)'-12' ht.. 15' epd. 2.5"-3" calp. mIn.
1lZ)'-12' ht.. I 5' .pd. 2.5"-3" calp. mIn.
18"-24" ht../18"-24" epd. mInImum
24" ht.. / 18" .pd. mInImum
18"-24" ht../12"-18" &pd. minimum
24" ht.. /18" .pd. mInimum
24"-3lZ)" ht..n4"-3lZ)" .pd. minImum
18"-24" ht../15"-18" .pd. mInimum
8"-12" ht../8"-12" .pd. mInImum
..y{
LEGEND
F1R FOUND REBAR NO CAP SIZE f>S NOTED
FOP FOUND OPEN PIPE SIZE f>S NOTED
FPP FOUND PINCHED PIPE SIZE f>S NOTED
F .x. CUT FOUND .x. CUT IN CONCRETE
FRC FOUND REBAR AND CAP
FCIooi FOUND CONCRETE MONUIooiENT SIZE f>S NOTED
SIR SET IRON ROD
SRC SET 1/2. REBAR AND CAP LB 18168
SNotO SET NAIL AKJ DISK LB 16168
NotTT NAIL AND TIN TAB
. GAS VALVE
.. WATER VALVE
li' F1RE HYDRANT
@ DRAINAGE t.lANHOLE
@ SANITARY t.lANHOlE
x) UGHT POU:
<tL POWER POlE
ell CABLE BOX
Y1 TELEPHONE PEDESTAL
.~R ELEC1HIC BOX () - EXISTING ELEVATION
Og<) _ PROPOSED ELEVATION
CfT CURB TIE /Ol-'
NolO NAIL AND DISK
I!\'Q WATER METER
-() GUY WIRE
ED t.lETAL POST
, ..
. .
· . CONCRETE .
, .'
EL ELEVATION
. .
~sma rlc..e
Multl-trunkad .psclmSl"l., 3 to 5 maIn Isadsr. mIn.
Full branchIng .peclmsn. wrt.n ons prlmar~ lsadsr.
Full branchIng .peclmsn. wlt.n ons prlmBr~ leadsr.
Full branching .peclmsn. wlt.n ons prlmar~ lsadsr.
Doubls FInk. flowsrlng varlst.y.
FlorIda Natlvs, full contalnsr.
FlorIda Native, full contalnsre
Full COl"Ita Insre.
R'1+ . FIeld Mea.ured
.....
......
Landscape Architects
Member of the American Horticultural Society
/ Site Planners 1 30
Member of the National Trust for Historic Preservation
Irvvin Street West
Telphone: 727-797-5578 Facsimile
PROJECT
SHEET TITLE:
ELLER BUILDING IMPROVEMENTS
LANDSCAPE PLANTING PLAN
OWNER / APPLICANT
FOR LAND GENERALLY LOCATED IN
Ocean Properties of Clearwater, LLC
3740 54th Avenue North
St. Petersburg, FL 33714
SECTION 18, TOWNSHIP 29 S. RANGE 16 E.
CITY OF CLEARWATER, FLORIDA
SITE PLAN # FLD-2004-07054
North
--------
1
\
,
)
,"" I
\..
.,
",... .J
..---
[
U
,
, ,
-.---
j
\ .
l
.. :.H EXI5TI
E'
......
~,
D~IPLINE
A -WOOD 5T.AKE
3' X 2" X 2"
D -WOOD BOA~5
I" )( 4"
I
I
"f
A
.....
L!=FULL :R'P"'~
A . 3' X 2" X 2"
6 . 12"
c . 4' - !;' AFART
D . I" x 4" BOAFilDe
+ OAK
"
"-
\
\
\
\
I
I
---L.
/
/
/
/
./
DRIPLINE~
EXISTING
PINE TflEE
>-C+
........
"-
\
\
\
I
/
/
/
../
OAK.
-*-
6T
A . 3' X 2" X 2"
6 . 12"
C . 4' - 51' APART
D . I" )( 4" 60A~e
Cit~ of Clearwater
T~plca I ReqUIred Frotectlve 6arrler
F~OTECTIVE eA~RIER5 are ueed durIng land alteratlClf1 and con&tructlClfl actlvllfe&
for the following rsaeon.;
1. To protect a II the above ground portlClfle of the tree from mschanlca I damage.
2_ To protect 6011 near the tree from compactIon and prevent root damage_
3. To provide phyelcal and msntal aLUareneee of the tree'e preeence to equrpment
opera tore and cClfltractor6.
To mak.e FROTECTIVE eARRIE~5 work.:
1. Flace no heavy squlpment In61ds the barrier:!: only hand labor.
2. Place no con&truction materit!ll or &oil depo&it& ineide the bt!lrrier aret!l.
5peclflcatTon& for In&talllng PROTECTIVE eARRIER5;
1. MInImum radlu6 to be protected:
A. Plnee = Full Drlpllne or 12', whichever Ie greater.
6_ All other tree6 Including l-!ardLUood& = Full Drlpllne or 12',
whichever Ie greater.
2. Method of ErectlClfl (.1919 detaIl thl. page).
A. MInImum heleht of uprlght& 6hal! be three fset (3') dbovs exl6tlng grade
and no Ie.. than 2" x 2" lumber.
6. Uprlght6 6hall have horlzClfItc!l1 1" x 4" board6 c!lt the top andtLUeleve Inchse
(12") beloLU the top.
C. Uprlghte 6hall be epc!lcsd at no more than 4' to So' Interval6.
D. l-!orlzontal member. of no 11966 than 1" x 4" lumber.
Before Fermlt;
1. FROTECTIVE E3ARRIER5 t!lre to be erected t!lround .!Ill tree& four lnche& (4")
DBl-! (Dlc!lmstsr .!It Brea.t l-!slght and grsc!ltsr to remaIn. PROTECTIYE
6ARRIE~ 6hall be Inett!llled before cClflelructlClfl, gradlne, or any tree
removal on elte.
2. FROTECTIVE 6A~RIER5 t!lre to remain In place untIl all pavIng t!lnd con&tructlClfl
ars f1nl6hed and hsavy equlpmsnt 16 out of the arsa.
3. Tree. four lnchee (4") D6l-1 (DIameter at E3rea&t l-!elghtJ .!Ind gret!lter that are
located withIn ten feet (liZl') of tt-os lot under con&tructlClfl 6ha!1 bs protected
by a bt!lrrlct!lde.
&
not to eca Ie
TREE 6ARRICADE DET AILe
CITY OF CLEARWATER, FLORIDA
Safety
727 - 791-01 09
Harbor, Florida 34695
e-mail: showscape-james@tampabay.rr.com
40'
PROJECT NUMBER
Belcher 111
SHEET DATE.
NUMBER: 07/27/04
DRA WN:
L -1 /2 JWM
SCALE:
1"=20'-0"
Scale: 111 = 201 - 011
Date: July 27 I 2004
60'
date:
II ~ /1- ~tJf
not valid unless embossed
w,th landscape arch,tecl"s seal
Shovvscape Planning & Design, Inc.
Member of the American Society of Landscape Architects since 1984
CopynQht James Montgomery, ASLA
All nghts reserved This matenal is
the exclusive property of James
Montgomery AS LA ReproduClion In
whole or ,n part IS stnctly prOhlb
Ited w,thout the prior wntton pcr
m'SSlon of James r,,1ontgomery ASLA
end any such reproduction may
subject you to cIvil and/or rnmlnal
liability under Title 17 of the
U Med States Code
1 10/13/04 REVISED PER DRC MEETING COMMENTS ON 10/07/04
LANDSCAPE PLAN ADJUSTED ACCORDINGLY JWM JWM
NO DATE REVISION BY CK
LANDSCAFE SFECIFICATIONS
1. Worl<. under theee epeclflcatlone eha 11 conelet of preparatIon of plantrng
areae, furnlenlng and plantIng all propoeed nsw plant materlale
epeclfled hereIn and ae ehown on the drawlnge, IncludIng but not
lImIted to flnlehed gradIng, furnlehlng topeort and epreadlng, etal<.lng,
waterIng, prunIng, fertTlrzlng, mulchIng, and la~Ing eod, and malntsn-
ance and protectIon of plante untrt fInal acceptance b~ the Ou.NER
2. The OWNER &ha 11 have the rIght. to reJect an~ and all wor!<. and
materIa Ie whIch, In hIe opInIon, do not meet the requlremente of the
plantIng plan, detalle, and theee epeclflcatlone.
3. No eubetltulTone ehall be made to the plantrng plan, detalle or the&e
epeclflcatIone wIthout the expre&eed wrItten coneent of the
LAND5CAPE ARC~ITECT.
4. The LAND5CAFE CONTRACTOR ehall contc!lct the Ou.NER c!lnd the
LAND5CAPE ARC~ITECT ImmedIatel~ of an~ confllcte arlelng durIng
conetructlon or Ineta lIatIon of an~ ImprovSlTlsnte ehown or Implied
on the drawlnge and/or epeclf'lCc!ltlone,
S. The LAND5CAFE CONTRACTO~ ehall furnleh c!lnd Inetall c!l1I plante ae
ehown on the drawlnge, ae epeclfled, and In the quantltlee lIeted on
the plant materlale lIet,
6. In the event of a varIatIon between the plant lIet and the actual
number of plante ehown on the plantIng plan, the plantIng plan
eha II contro I.
1. All plante ehall be FlorIda No. I or better. All plante ehall be t~plcal
of theIr epeclee or varlet~ and ehall have c!I normal habIt of' growth.
The~ eN II be eound, hec!llt~ c!lnd vlgoroue, well-brc!lnchsd c!lnd deneel~
foliated when In leaf. The~ &hall be free of dleeaee and Ineect peete,
egge or Ic!lrvae. Tre~ ehall have rec!llt~, well-developed root e~eteme.
8. All plc!lnte ehall be nureer~ grown etocl<. c!lnd ehall compl~ wIth c!l11 re-
quIred Inepectlone, gradIng etandarde, plant regulatlone and requlre-
mente for meaeurement, branchIng, and cultural practlcee:t ae eet forth
In the Florldc!l DlSpc!lrtment of AgrIculture ''Grc!ldee c!lnd 5tc!lndarde for
Nureer~ Flante", Farte r and II, IncludIng an~ revlelone ae determIned
b~ the 5tate Plant 60ard of FlorIda.
~. All plante eha 11 be hard~ under climatIc condItIone elmllrar to thoee
In the loca trt~ of the proJect,
1(2). Ae per theee drawlnge and epeclflcatlone, the "~t." (heIght) of pro-
poeed plant materlale, unleee otherwlee epeclfled, ehal!' mean the
actua I dletance ae meaeured from the eort etreee marl<. on the trunk
or baee of the plant to the top elevatIon of the plant,
II. All plante &hall conform to the meaeuremente for elze ae epeclfled In
the plant \ret. Exceptlone are plante larger than epeclfled In the plant
lIet ma~ be ueed If approved b~ the LAND5CAFE ARC~ITECT but, uee
of euch plante ehallnot Increc!!ee the contract prIce. If the uee of
larger plante Ie approved, the spread of roote or bc!lll of earth ehall
be Increaeed In proportIon to the elze of the plant.
1:2. u.t'1en plante of a epeclfled kInd or elze are not avarlable, a reaeon-
c!lble eubetltutIon ma~ be mc!lde u~on requeet In wrlttIng b~ the
LAND5CAPE CONTRACTOR. If approved b~ tre LAND5CAFE ARC~ITECT.
13. The LAND5CAFE CONTRACTO~ ehall field verlf~ the locatIon of all worl<.
ae ehown on the plan c!lnd contact the LANDSCAFE ARC~ITECT
Immedlatel~ of c!ln~ conftrcte and adJuet ae per the LAND5CAFE
ARC~ITECT'e dIrectIon.
14. The LAND5CAFE CONTRACTOR ehall etalc.s all plant materIal locatlone
from the plantIng plan prIor to lneta Ilatron for approva I b~ the
LAND5CAFE ARC~ITECT.
IS. Locatlone, elevattone and dlmenelone of exIetlng utIITtlee, etructuree
and ot.he featuree are ehown accordlng to the beet Informatlon
avallable at the ttme of the preparatIon of theee plane, but do not
purport to be abeolutel~ correct, The LAND5CAPE CONTRACTOR ehall
verlf~ the locatlone, elevatlone and dlmenelone of all exletlng ut1l1tIee,
etructuree and other featuree affectlng hle wor!<. prlor to conetructlon.
16, It ehall be the LAND5CAFE CONTRACTOR'e eole reeponelblllt~ to notlf~
"Cand~1I and an~ other Intereeted agenclee or partlee of hle Intent to
excavate and to obtaln from all agencIee or other Intereeted partlee
locatlone of all eXletlng utrlltlee of ever~ 1<.1nd In the areae where he
Intende or plane to excavate. 5uch locatIons ehall be obtaIned prIor
to etartlng conetructlon and &hall be maIntc!llned durIng conetructton.
PLANT SI-IRUB
SO TI-IA T TOF OF
ROOTBALL IS
eQUAL TO G~De.
MINIMUM 3" MULCI-I
\1, The L.AND5CAFE CONTRACTOR eha II provtde at leaet 48 houre notIce
to the utlllt~ companlee In order to permIt the locatIon of exletlng
undergroUf"ld utll1tlee In advance of conetructlon.
18. The LAND5CAFE CONTRACTOR shall fteld verlf~ the locatton of all
underground ut1l1ttee prIor to commencement of conetructlon.
1~. All plantIng be c!lreae eha II be fine graded b~ the LAND5CAFE
CONTRACTOR
2(2). All propoeed plantlng areae for treee, palme, ehrube, and ground-
covere eha 11 be top dreeeed wlth a mInImum of three (3) Inchee of
c~preee mulch epread unlforml~ In depth over the plantlng bede c!le
delIneated on the plane, unleee otherwlee epeclfled.
21. The eurface of all areae to be graeeed or eodded ehall be prepared
for the placement of eod b~ the LAND5CAPE CONTRACTOR The
LANDSCAFE CONTRACTOR &hall remove all debrIe from the areae ae
ehown on the plan to receIve eod and la~ eod evenl~ wIthout gape.
All Jolnte eha II be etaggered.
22. All other areas dteturbed durIng conetructlon eha 11 be eeeded and
mulched wtth ,ArgentIne 6c!Ihla graee unleee otherwlee epecIfled on the
plane, detarle or epeclflcatlone.
23. The LAND5CAFE CONTRACTOR &hall control runoff' and eroelon durIng
conetructIon trrough the uee of sedIment bc!lelne, etraw or ha~ balee
ae approprIate.
24. The L.AND5CAPE CONTRACTOR ehall eprlnlc..le or otherwlee manuall~ appl~
water to affected conetructIon area to control both elgnlflcant wlnd
eroelon and f'ugltlve duet.
:2S. The LAND5CAFE CONTRACTOR ehall at all tlmee I<.eep the premlee& free
from accumulatIon of waete materlale or debrle caueed b~ hle crewe
durIng the performance of the work. Upon completron of the worlc." the
LAND5CAFE CONTRACTOR &hall promptl~ remove all waete materIa Ie,
delorIe, Uf"lueed plant mater-tal, empt~ plant contalnere and all equIpment
from the proJect elte.
26. The LAND5CAFE CONTRACTOR ehall water, mulch, weed, prune, and
otherwlee malntaln all plante, IncludIng eod, until completIon of the
CONTRACT and flnal acceptance b~ the OUNER 5ettled plante ehall be
reeet to proper grade, plantlng eaucere reetored, and defectIve work
corrected.
21, Upon completlon of the work., the LAND5CAFE CONTRACTOR ehall
notlf~ the Ou.NE~ and the LANDSCAFE ARC~ITECT In wrItIng, and re-
queet a flna I Inepectlon. Ar1~ Iteme that are Judged Incomplete or
unacceptable b~ the OWNER or the LAND5CAFc ARC~ITECT ehall be
promptl~ corrected b~ the LAND5CAPE CONTRACTOR
:28. The LAND5CAFE CONTRACTOR ehall guarantee all eiTube and ground-
covere for a perIod of one hundred twent~ (12lZ)) calendar da~e from
the date of f'Inal acceptance In wrItIng from the OWNER At the tIme
of f'lna I acceptance, the one Mdred twent~ (1:2(2)) da~ guarantee perIod
&hall commence. Ar1~ materIale ehleh have dIed durIng thle perIod ehall
be promptl~ replaced wIth epeclmene that meet the mInImum requlremente
called for on the drawlnge. The LANDSCAPE CONTRACTOR ehallnot be
held reeponeIble for death or damage reeultlng from I1ghtnIng,
vandalIem, automobrlee or from neglrgence b~ the Ou.NER The Ou.NER
ehall be reponelble for waterlng and otherwlee malntalnlng plante
durIng the guarantee perIod If a maIntenance agreement te not
accepted from the LAND5CAFE CONTRACTOR
2~. The LAND5CAFE CONTRACTOR eha II examIne the eorte of a II plantIng
area& prIor to eubmlttlng bIde for the eultabrlIt~ to euetaIn healt~
plant growth ae called for on the plantlng plan, detaTle, and theee
epeclflcatlone.
3~. The LAND5CAFE CONTRACTOR ehall be reeponelble for removIng all
tree etakee and gu~ wlree from treee whleh are eetabllehed at the
end of one (I) complete growIng eeaeon. Treee whIch have been
replaced ehall remaln etalc.sd for one (t) full growIng eeaeon, and
the owner ehall be reeponeIble for removIng tree etakee and gu~ wlree.
31. All landecape bIde ehall be Itemtzed wIth the amount& baeed on unIt
prlcee. Ar1~ eubetltutlone, addltone, or deletIone wTlI change the total
amount of the CONTRACT FEE baeed on the above mentIoned unlt
prIce crIterIa.
32. The LAND5CAFE CONTRACTOR ehall eubmlt a eeparate propoeal
for a one (t) ~ear maIntenance agreement.
~OOTBALL
TREe STAKe
....=
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SOIL BeRM
n,'/~D~IP LINe
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SOIL BeFiiM
1'IcZ> GAUGe WIRE WITI-I GALVANIzeD
TURNBUCKLe MIN. TI-lREe FLACes
MINIMUM 3" MULCI-I. DO NOT ALLOW
MULCI-I TO COLLeCT AROUND
TRUNK OF TREe.
4"
TREE FLANTING DETAIL
2x4 X 2'-6" WOOD STAKe
FLUSI-I WITI-I G~UND
FLANTING SOIL AS SFeCIFIED
~vlDe PIT CLeA~Nce A~OUND
ROOT BALL OF 12" ON ALL 51De5
FLAce TREe ON UNDISTUReeD
BOTTOM OF FIT. UJI-IeRE PO~
DRAINAGE OR UNDeRG~UND
UJA TeR IS eNCOUNTeRED . CONTACT
LAND6CAPE ARCI-IITECT PRIOR TO
IN5TALLATION..
@
not to scale
TRee STAKe
/'
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RE INFORCeD BLACK RUBBE~ I-Iose
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TO TI-lREe STAKES
TI-lREE 211 DIA ~SSURE TREATED
LODGe FOLe FINe STAKES
MINIMUM 311 MULCI-I
. ~SOIL BeFiiM
PLANTING 50lL MIXED
PER SPECIFICATIONS.
P~OVIDE MINIMUM PIT CLEARANCE
AROUND ROOT BALL 12" ALL SIDES
AND 611 UNDER BOTTOM
MUL TI- T~NKED TFeEE FLANTING DETAIL
not t.o scale
GENEF(AL NOTES
OOOOOOOOO\J
0000000008
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00000
0000
\EDGE IF PAvEMENT
~ CURe
G~Se
I. WARNING: Above-ground and/or underground utllltles ma~ be In
the area of thte project. FROCEED WITl-I CAUTION: Ca II "CAND..,....'I
and the utlllt~ owner(e) fort~ eIght (48) hours before begInnIng
work.. Telephone: 1-8lZ>lZ>-28:2-8881.
:2. All constructIon shall conform to all applIcable codes, ordInancee
and regulatlons of the Ctt~ of Clearwater, Flortda.
3. Contractor ehall obtaIn allnecesear~ permIts prIor to constructlon.
4. All trTmmlng undertaken on a tree protected b~ the provleTone of the
Land Development Code ehall be pruned In accordance wIth the
AmerIcan NatTona I 5tandClrds Inetltute (AN51) A-3lZ>lZ> Frunlng Standards.
5. An automatIc Irrlgatlon e~stem provIdIng complete water coverage
for all requIred and other landscaplne materIals shall be provIded
and maIntaIned as a full~ functIonIng e~stem In order to preserve
the landecaplne In a hea lth~ erowlne condIton.
~. All IrrIgatlon s~stem& connected to the publIC potable water suppl~
shall Include a back-flow preventer at the the servtce connectIon.
1. All Irrlgatton e~eteme shall be Inetalled eo ae to mlnlmlze &pra~ upon
an~ ImpervIous surface, such ae sldewalk& and paved areae.
8. All irrigatIon e~steme ehall lnclude a raIn eensor/ehut off devIce to
avold Irrlgatlon durIng perlods of' sufficIent ralnfall.
9. Underground IrrIgatIon eha 11 no be In&talled wIthln the drlplInee of
exTetIng treee unlees root protectIon measures are provIded.
llZ>. If avaIlable, reclaImed water ehall be ueed for Irrtgation purpoeee.
PREPARE PLANTIN6 BeD
TI-I~I-IOUT ~UND COVER
AREA. MINIMUM 12" DEPTI-I OF
FLANTING SOIL IN
GROUNDCOveR FLANTING BeDS
PLANTIN6 SOIL MIXED
FER SPECIFICATIONS
PROViDE MINIMUM FIT
CLEA~NCE AROUND ~OT BALL
OF 6" SIDES AND BOTTOM.
Sf-n~U6 AND G~OUNDCOYER FLANTING DETAIL
EDGE OF BEDLINE
NOTE: LOCATe PLANTS IN A T~IANGULAR
PATTEFIi!N AS SI-IOu.N, SPACED EQUIDISTANT
FROM EACI-I OTI-IER (AT 5FACING 5peCIFIED
IN Tl-le PLANT L leT ).
not. t.o ecale
not. to eca Ie
Sf-IFaJ6/G~OUNDCOVER SPACING FLAN
Safety
Facsimile: 727-791-0109
Harbor, Florida 34695
e-mail: showscape-james@tampabay.rr.com
Landscape Architects
Member of the American Horticultural Society
/ Site Planners 1 30
Member of the National Trust for Historic Preservation
I rvvi n Street West
Telphone: 727-797-5578
PROJECT NUMBER
Belcher 111
SHEET DATE:
NUMBER 07/27/04
DRAWN:
L-2/2 JWM
SCALE:
N.T.S
PROJECT:
SHEET TITLE:
ELLER BUILDING IMPROVEMENTS
LANDSCAPE DETAILS & SPECS.
OWNER / APPLICANT:
FOR LAND GENERALLY LOCATED IN
Registered Landscape Arcl1ltoct
FL License No LA 0001737
Ocean Properties of Clearwater, LLC
3740 54th Avenue North
81. Petersburg, FL 33714
SECTION 18, TOWNSHIP 29 S. RANGE 16 E.
CITY OF CLEARWATER, FLORIDA
SITE PLAN # FLD-2004-07054
date
Date: July 27, 2004
With landscape architects seal
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111 SOUTH BELCHER ROAD
LOCATED IN SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST,
PINELLAS COUNTY, FLORIDA
POC
NW CORNER Of THE NW 1/4
Of SECTION 18-29-16
fOUND BRASS DISK
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FOP FOUND OPEN PIPE SIZE AS NOTED
FPP FOUND PINCHED PIPE SIZE AS NOTED
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fRC fOUND REBAR AND CAP
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S
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20.00' BEING 270' EAST & PARALLEL TO WEST LINE or NW 1/4 SECTION 1 B- 29-16
89-31 '57" E
51.01'
SOUTH LINE OF CORAL COVE PLA T BOUNDARY
F/T
N-O 7'
LEGAL DESCRIPTION: (O.R. 13267, PG 1809, MODIFIED)
NORTH 100 FEET OF WEST 1/4 OF SOUTHWEST 1/4 OF NORTHWEST 1/4 OF
SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY,
FLORIDA, LESS THE EXISTING ROAD RIGHT-OF - WA Y.
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THE SOUTH 20 FEET OF THE EAST 220 FEET OF THE WEST 270 FEET OF
THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF
SECTION 18, TOWNSHIP 20 SOUTH, RANGE 16 EAST, PINELLAS COUNTY,
FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
€/~
COMMENCE AT THE NORTHWEST CORNER OF SECTION 18, TOWNSHIP 29
SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE SOUTH
00'08'02" EAST, ALONG THE WEST BOUNDARY OF THE NORTHWEST 1/4 OF
THE NORTHWEST 1/4 OF SAID SECTION 18 (THE CENTERLINE OF BELCHER
ROAD - COUNTY ROAD NO. 27, AS RECORDED IN O.R. BOOK 2805, PAGE
261. OF THE PUBLIC RECORDS OF PINELLAS COUNTY), 1348.96 FEET TO THE
SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF
THE NORTHWEST 1/4 OF SAID SECTION 18; THENCE SOUTH 89"31'57" EAST,
ALONG SOUTH BOUNDARY OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4
OF THE NORTHWEST 1/4 OF SAID SECTION 18, 50.00 FEET, TO A POINT ON
THE EAST RIGHT-OF-WAY LINE OF SAID BELCHER ROAD - COUNTY ROAD
NO. 27, FOR A POINT OF BEGINNING; THENCE NORTH 00"08'02" WEST, ALONG
SAID EAST RIGHT-OF-WAY LINE, 20.00 FEET; THENCE SOUTH 89"31'57"
EAST, ALONG A LINE 20.00 FEET NORTH OF AND PARALLEL TO THE SOUTH
BOUNDARY OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE
NORTHWEST 1/4 OF SAID SECTION 18, 220.00 FEET; THENCE SOUTH
00'08'02" EAST, ALONG A LINE 270.00 FEET EAST OF AND PARALLEL TO
THE WEST BOUNDARY OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF
THE NORTHWEST 1/4 OF SAID SECTION 18, THE CENTERLINE OF SAID
BELCHER ROAD - COUNTY ROAD NO. 27. 20.00 FEET; THENCE NORTH
89"31'57" WEST, ALONG THE SOUTH BOUNDARY OF THE SOUTHWEST 1/4 OF
THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 18, 220.00
FEET, TO THE POINT OF BEGINNING.
O~~!GI~\lp\L
PLA,"J~~:~J(-; 1\, ::-:VELOPMENT
SUl'JICCS
'::1 rY (~~~-;~~~~_n'.'~______
SUR V E Y 0 R S
REPORT
LAND PRECISION CORPORATION
1 THIS IS A BOUNDARY & TOPClGRAPHIC SURV{Y. liS PRIMARY PURPOSE IS TO DOCUhlENT THE PERIMETER OF THE DESCRIBED LANDS
BY ESTABLISHING OR RE-ESTABlISHING CORNERS AND LOCATING I!.lPROVEMEN'TS AND TO DOCUMENT SELECTED NATURAL AND ARTifiCIAL
fEAruRES Of THE SITE SURFACE TO DETERMINE HORIZONTAL AND VERTICAL SPATIAL RELATIONS,
2 THIS SURVEY COhlPLlES WITH THE fLDRIDA hllNllolUIol TECHNiCAl STANDARDS (61G7-6.002 fLORIDA ADMINISTAATIVE CODE PURSUANT TO
SECTION 472027. FLORIDA STATUTES) AND IS NOT INTENDED TO hlEET A ~TI(()NAL STANDARD
3 THE BEARING REfERENCE LINE IS WEST LiNE Of THE SW 1/4 Of THE NW 1'/4 THE NW 1/4 OF SECTION 18-29-16. BEING S 00'08'02"
E PER LEGAL.
4 THIS SURv{Y IS BASED ON MONUMENTATION FOUND AND ACCEPTED TOGETIHER WITH THE PLAT TO THE NORTH AND INFORMATION
PROVIDED.
5, THIS SURVEY DOES NOT DETERMINE OR IhlPL Y OWNERSHIP
6. IN PROVIDING THIS BOUNDARY SURVEY NO ATTEhlPT HAS BEEN MADE TO OlBTAIN OR SHOW DATA CONCERNING EXISTENCE. SIZE.
DEPTH. CONDiTION. CAPAOTY. OR LOCATION Of ANY UTILITY EXISTING ON THE SITE. WHETHER PRIVATE. MUNICIPAL OR PuBLIC OWNED
7, SUBSURFACE AND ENVlRONtoAENTAL CONDITIONS WERE NOT SURV{YED OR EXAMINED OR CONSIDERED AS PART Of' THIS SURVEY. NO
EVIDENCE OR STATEhlENT IS !.lADE CONCERNING THE EXISTENCE or UNDERGROOND OR OVERHEAD CONDITIONS. CONTAINERS OR fACILITIES
THA T lolA Y AfFECT THE USE OR DEv{LOP!.lENT or THIS PROPERTY,
8. NORTl1 ARROW IS BASED ON BEARING STRUCTURE.
!il ELEVATIONS BASED ON PINELLAS COUNTY BENCHlolARK CAIolPUS U. ELEVATION - 72 1l11'. NAVD 88
10, CERTIFICATION IS NOT TRANSFERABLE.
1 I, COPYRIGHT 'LAND PRECISION CORPORATION, ALL RIGHTS RESERVED, NO PART Of THIS DRAWING hlAY BE REPRODUCED BY
PHOTOCOPYING. RECORDING, OR BY ANY OTHER MEANS, OR STORED. PROCESSIED OR TRANShlITTED IN OR BY ANY C~PUTER OR OTHER
S~TEMS WITHOUT THE PRIOR WRITTEN PERIolISSION Of THE SURVEYOR COPIES Of THIS SURVEY WITHOUT AN ORIGINAL SlGNAruRE ANO
I"'PRESSlON SEAL ARE NOT VALID.
12. LEGAL DESCRIPTION PROVIDED IN SURVEY BY OTl1ERS DIFFERS rR~ THAT FOUND IN O,R. 13Z67, PG. 1809. THAT THE EAST 200
fEET (EAST 200') IN THAT THE WEST 270' AFTER RIGHT-Of-WAY TAKING (~O') WOULD RESULT IN 220' AS SHOWN HEREIN & MODIFIED IN
THE LEGAL DESCRIPTION HEREIN IN ADDITION OTHER QMISSlONS. SCRIVENERS ERRORS a./OR REDUNDANCIES !.lOOlFlED
13 SURV{Y SUBJECT TO >PC EASEhlENT PLATTED PER CORAL COV{ PLAT BOOI< 52. PAGE 31 PROTRACTING INTO'" ALONG THE WEST
PROPERTY LINE 0 RIGHT-Of-WAY. (NOT SHOWN)
14, BELCHER ROAD RIGHT-Of-WAY DOCU!.lENTATION NOT PROVIDED.
CERTIFY TO.
JEFF ELLER
DRAWN BY: JREIII
CHECKED BY: VEC
.
2183 SUNSET POINT ROAD
CLEARWATER, n. 33151 L8 1&168
121-11'-2131
F'AX 727-7t1-33211
SURVEYING - MAPPING - PLANNING
JOB NUtoABER: 04090 OAT[ SURVEYED: 5/19/04
SHEET 1 OF 1
UPDA TES/HISTORY:
7/16/04 - UPDATED TREES
~ORBln, FLA. l.CEr.SED SURI/tYOR AND "'APPER No. 4601l
(NOT VAUD ... THOU T T>1E SjC"'" fU~ ANO THE OR/CfNAL RAlS(O
SEAL Of A "~ORIO'" LlC8;SfO SUR~YOR AND """PER.)
I I I I ci ARCHITECTURE
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DESIGNATES THE TYFE OF
REQUI~ED FLANT MATE~IAL,
DESIGNATES THE QUANTITY OF
REQUIRED FLANT MATE~IAL,
DESIGNATES THE
SIZEITYFE OF
EXISTING TFeEE
TO FeEMAIN.
EXISTING TREE UJITH PROTECTIVE
6A~~IER SEE SI4EET L -2 OF 2
FOR PROTECTIVE 6A~IER
DETAILS AND REQUIREMENTS.
~
DESIGNATES THE
SIZEITYFE OF
EXISTING TREE
TO 6E REMOVED.
b"OAK
GENERAL NOTES
1. WA~ING: Above-ground and/or underground utllTtles may be In the area of'
thIs proJect. PROCEED WITH CAUTION: Ca It "CAND.,.." and the utllTty owner( s)
forty eight (48) hours before beginnIng work.. Telephone: 1-8fZ)1Z>-282-8881.
2, AIt construction shall conform to all appITcable codes, ordinances and
regulations of City of Clearwater, Florida.
3. Contractor shalt obtain alt necessary permits prior to construction.
4. All trimming undertaken on a tree protected by the provisions of the
Land Development Code sha 11 be pruned in accordance wIth the
American National Standards Institute (ANSI) A-31Z>1Z> Pruning Standards.
S. An automatic Irrigation system provIding complete water coverage
for all required and other landscapIng materials shall be provided
and maintained as a fully functIoning system In order to preserve
the landscaping In a hea Ithy growIng condlton.
6, All IrrIgatIon eyeteme connected to the public potable water eupp!y
shall Include a bacl<.flow preventer at the the service connectIon,
1, AIt TrrTgatTon systems sha 11 be Tnsta Ited so as to mTnTmTze spray upon
any TmpervTous eurface, euch as sTdewa IIc.& and paved areae,
8, Al1 irrigatTon eyetems shalt include a rain seneor/shut off devTce to
avoId IrrTsatlon durlns perIods of suffIcient raInfall.
~, Undersround Trrlsatlon shal1 not be Tnstalted wIthin the drlpl1nes of
exTslTng t.rees unless root protectTon measures are provTded.
lIZ>, If avallable, reclaTmed water shall be used for TrrTgatTon purposes,
11. Sorls wTthln planter beds must be suItable for proposed plant materTals wIth
regards to pH sorl texture, sorl structure, and seasonal high water table.
12, All areas distrubed durIng constrution or not designated for trees and
strubs, shall receIve sod In order to stabilize soli and control stormwater
run-off,
13, See Sheet L-2 of 2 for Landscape SpecIfIcatIons 4 Flantlng Detarls
an" ,ther information pertinent to is plan set.
14, See Sheet 4 of~, F~OFOSED G~DING 4 STO~WATE~ D~AIN~E FLAN,
for 10catTons of slit screens and protectIve tree barrIcades,
IS, Thh Ian was prepared for permitti purposee only and is not to be ueed for
construct Ton, After all approvals are obtaIned and allapplTcatIone processed
through permlttTng, Tf applTcable, a revised set of plans reflectTng all require-
ments ae eet forth by alt agencTes havTng JurTsdlctTon over the proJect shall be
released for constructIon,
SITE PLAN PROVIDED BY:
GALEN JAY HOFMANN I P. E.
PROFESSIONAL ENGINEER
8620 AIRWAY BOULEVARD
NEW PORT RICHEY I FLORIDA 34654
PHONE: 727-844-7686
Shovvscape Planning & Design, Inc.
Member of the American Society of Landscape Architects since 1984
Copyright Showscape Planning &
Design, Inc. All rights reserved. This
material is the exclusive properly of
Showscape Planning & Design, Inc.
Reproduction in whole or in part is
strictly prohibITed WIThout the prior
written permission of Showscape
Planning & Design, Inc. and any such
reproduction may subject you to civil
and/or criminal liability under Title 17
of the United States Code.
11/11/04 REVISED MEETING WITH ARDEN DITTMER ON 11/11/04 JWM JWM
2 LANDSCAPE PLAN ADJUSTED ACCORDINGLY.
1 1 0/13/04 REVISED PER DRC MEETING COMMENTS ON 10/07/04 JWM JWM
LANDSCAPE PLAN ADJUSTED ACCORDINGLY.
NO. DATE REVISION BY CK_
AE
PJ
DC
500
~ I /e8\
I ~ ~TECTIVE ,/---,
'// VISIBIUlY 1RIANGLE FOR T~E 6A~ICADE~ fQV\ c:=\ / "-
'i;:. I - S1DEWAU< 1RAFFlC TYFICAL. b.. /DD\ I \
~~~.r~~:ruRN ONLY'QY\ 10"OAK __ 14"OAK\..!..I 15"OAK ~ ~Q I \ ........-----,
V::0.11~ ~ \ II / /'~', "'\S '\,.. ,~', ~S~l's7" E,~'... ~,_ .,' I + OAK \ /
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. ; 1/ ~? + ++1+1+1" +1+.x.;I!.+Y+~~ + +1+1+1+Y+Y+1+Y+ IY+l'+Y+Y,:(1f". +Y+1+I+.I+ +) +X+ +l<tl+l+I+Ia.!l'A-Y+ ~. + ":''J'X~~..r'+, '. + ""'.I+~q;t-r'~ q+"I+ + +1+ +]+ +1+1-:' ...........--~DD220./rm:
'l(')., I '/ . ...y.y.y.y. . 'X+X.X.''toII'L.< +y+ .y .y.y+Y.X~1+x+)(.)(. ('F.Y...: +Y~.x +)(+)(+)('1:')(+ .)(.x. + + + ,.,I,q-.x+x+ +)(.,l, .p;;x '!t. . .X+",-*.x+x.x. .X.Y"Y ') · / /J:;V\
. ~rA + :.I+.Y+Y-i:.Y.u+.l~x.:t..x+~-t;X=.i+-' + .. LV+Y+V+Y+Y+y'+ +y+ .. .. of- ~+.... +y+y+ -+ + 1" ... ... .. .. + ... ~ _,+ .. ... h .. .. ..... "+.. ..~.~t;.~ +
: ,~~," :,~ I/~- 6' FIRE HYDRANT ASSEMBLY . '.. .+ + + J...::-u I '
y<<. . + + .. + )-,~pn.?~ '89'31'57" E
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.1
&PLANT LrST
& Ke!::j Quantlt~ Sotanlcal I Common Name
Conta Iner
5paclne
MK
TREE5
1 lagerelroemla)( raurlel 'Muel<.ogee'
- Muekogss Crape M~rlle
6 Magnolia granc:Urlora 'D.o. Blanchard' -
- D.o. Blanchard 50ulhsrn Magnolia
3 Quercua vlrglnlana '50uthern 5hade'
- Southern 5hade lIve oak@
9 Ulmue alala - WInged Elm
3&'-"" O.G. 6& gallone
12'-"" O.G. 3" gallone
.
DD
3&'-"" o.c.. 6& gallone
GlV
ae ehown 6& gallone
WE
5~~S5
146
55
DI-l
WV
1-lIblecue roea -elnenele - I-llblecue
M~Icanlhse rragrane - Slmpeon'e Stopper
~phloleple IndIca - Dwarr IndIan I-Iawthorn
VIburnum obovalum 'Mre. Schlllere Delight.'
- Mre. 5chlllere Delight. VIburnum
ee VIburnum euapSl'leum - 5andankwa VIburnum
3'-"" O.G.
3'-"" O.G.
2'-6" O.G.
2'-"" O.G.
3 gallon
3 gallone
3 gallon
3 ga lIone
24
412
136
12&
V5
3'-"" O.G.
3 gallon
21
3&3
1,922
GROUND COVE R5
Aepldlelra elallor- Cael Iron Flant.
Junlpsrue chlnenele 'Pareonl' - Fareon'e JunIper
Trachsloepsrmum aelallcum - Dwarr Conrederale Jaemlne
StenolaplTum escundalum 'Florllam' - St. Auguellne ~ae&
12" o.c..
2'-,," O.G.
3 ga lIone
I gallon
4" pOle
2'-"" O.G.
FM.
I
~.-
~,,...
"
(;:~.' ',. ..'
o H.C. RAMPS .
~--
EXIST. 8" W.M. .
SIDEWAU<
V1SIBIUlY 1RIANGLE FOR
ROADWAY 1RAFFlC (0= 575')
~~ +'
'1- ~~ · .
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....':..~W~ o.""".~+
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V1SIBIUlY TRIANGLE 4 ~ ~~ r.,,'r. ~ ~
F('- ~IDEWAU< .- --.: . /,~ "". + +
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o
<( ONE WAY ONLY SIGN
o /MK\
0:1 ~3/
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CITY OF CLEARWATER ~I
20'><20' SIGHT DISTANCE
TRIANGLE
fie\ I
EXISTING BUILDING TO BE RENOVATED
fi:i6\~ I
~ I
fi:i6\
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'<
,
,
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f \
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+ +I.~I+ +
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6" HOLLY I 8" HOLLY ~ 6" HOLLY : : :;'.
t\0t~\ l~~'\ 5;';^'~~~ ) "
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REAR SIGNS
'~l~'. .
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.+ .~ +.... 0
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+ ,r ~~
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.,x..)'i'.p,oc + r.::;'X':;Y + ""[-q. Y ~ ty.y +y+ X + y + "tf<<'-~~4-'i ri.;tPT:;l:~ + 1.. + X + X + ..:. >:< \
'. \~ ;\ \:..--....., \-S;' I \
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'. ", \~ I
IDD\ \" //
\.J....JI " - - - ........ /
51ze (heleht/spread)
9' ht.. I 4' epd. 2" calp. mIn.
1,,'-12' ht.. I &' spd. 2.&"-3" calp. mIn.
1,,'-12' ht.. I &' epd. 2.&"-3" calp. mIn.
1,,'-12' ht.. I &' spd. 2.&"-3" calp. mIn.
le"-24" ht..I1e"-24" spd. mInImum
24" ht.. lie" epd. mInImum
le"-24" ht..I12"-le" &pd. mInImum
24" hl. I Ie" epd. mInImum
24"-3"" ht..I24"-3"" epd. mInImum
1e"-24" ht..II&"-le" &pd. mInImum
e"-12" ht..Ie"-12" epd. minImum
r
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EXIST. 8 W.M../ i
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N 89'31 '57" W
271.01'
f
BRL 8EARING REFERENCE UNE
POL POINT ON UNE
(R) RADIAL
(C) COMPllTED MEASUREMENT
(D) DEED
(M) MEASURED
(P) PLAT
POB POINT OF BEGINNING
PCP PERMANENT CONTROL POINT
POC POINT OF COMMENCEMENT
PC POINT OF CURVATURE
PRM PERMANENT REFERENCE MONUMENT
TBM TEMPORARY BENCHMARK
PI POINT OF INTERSECTION
F fT FENCE TlE
s/W SIDEWALK
OHW OVERHEAD WIRE
It. CENTERLINE
WF WOOD FENCE
CLF CHAIN UNK FENCE
R/W RIGHT-OF-WAY
l~ SPRINKLER CONTROL BOX
E/P EDGE OF PAVEMENT
'r
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\I1SIBILllY 1RIANGL FOR
ROADWAY 1RAFFlC (0= 575')
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EXIST. HYDRANV 0 . 10 . . 0 '
i
LEGEND
FIR FOUND REBAR NO CAP SIZE /JS NOTED
FOP FOUND OPEN PIPE SIZE /JS NOTED
FPP FOUND PINCHED PIPE SIZE /JS NOTED
F .x. CUT FOUND .x. CUT IN CONCRETE
FRC FOUND REBAR AND CAP
FCM FOUND CONCRETE MONUMENT SIZE AS NOTED
SIR SET IRON ROD
SRC SET 1/2. REBAR AND CAP LB *6168
SN&:D SET NAIL AND DISK LB #6168
NI:TT NAIL AND TlN TAB
. GAS V/lJ..VE
.. WATER VALVE
~ FIRE HYDRANT
@ DRAINAGE MANHOLE
(s) SANITARY MANHOLE
x:x LIGHT POLE
<'tL POWER POLE
~ CABLE BOX
'fj TELEPHONE PEDESTAL
.~~ ELECTRIC BOX I 0 - EXISTING ELEVATlON
I a~ - PROPOSED ELEVATION
cfT CURB TlE ~Q~
Nc!cD NAIL AND DISK I, .: :."'i
EL ELEVATlON IL ..;.<.pONCR~<
~ WATER METER
-() GUY WIRE
ED MET/lJ.. POST
RemarlcJ6
Mulll-lrunksd epeclmsn&, 3 lo & maIn leadere mIn.
Full branchIng epeclmsne with one prlmar~ leadl!ill".
Full branching epeclmene wIth one prlmar~ leader.
Full branching &psclmsn& wIth one prlmar~ leader"
Double PInk. rlowerlng varlsl!:l.
FlorIda lNallve, full conlalner&
FlorIda lNallve, full conla Inere
Full conla rners.
R'1. = FIeld Mea&urea
+ OAK
EXI5TING:
I-lARDUJOOD TREE
D~IPLINE
~..
A -WOOD ST AJ<E
3' X 2" X 2"
D -WOOD BOARD5
I" )( 4"
A . 3' X 2" X 2"
e = 12"
C . 4' - 50' APART
D . I" )( 4" eOARDS
"-
"-
'\
\
\
\
I
I
-L
/
I
/
/
,/
eXI5TING
PINE TREE
D~IPLINE~
,
"-
\
\
\
I
/
/
/
........
II
~~
.~
OAK
-*-
6,
A. X 2" X 2"
e .'12"
C . 4' - S' APART
D = I" )( 411 eOARDS
Cit~ of Clearwater
T~pIca I ReqUIred FrotectIve Barrrer
FROTECTIVE 6ARRIERS are used durIng land alterallon and construcllon actlvllles
ror lhe rollowing reaeone:
1. To prolecl all lhe above ground porllone or the lree rrom mechanIcal damage.
2. To protect eorl near the tree rrom compactIon and prevent root damage.
3. To provIde phyelcal and menlal awareneee or lhe lree'e preeence to
operators and contractore.
To make FROTECTIVE 6ARRIER5 worl<.:
1. Flace no heavy eClulpmenl InsIde lhe barrier:!: only hand labor.
2. Flace no conelruclion material or eoil depoeite ineide the barrier ar
l
cc_~
&[L,!J
--~1
~
Spectrlcatlon& ror InstallIng FROTECTIVE BARRIERS: 1:::::::::--
~=:J
1. Minimum radIus to be prolecled: =-':"-::1
A. Flnee " Full Drlpllne or 12', whichever ie greater. rr; -1
6. All other lrees IncludIng l-4ardwoode = Full Drlpllne or 12', I.. ,...~
whIchever Is greater. CS.) ~
2. Method or ErectIon (see detaIl thIS page). I ~J :1
A. MInImum helghl or uprlghte shall be lhree reel (3') above e)(lelln~ erad~ .,
and no le&& than 2" x 2" lumber. i .. o. ~ .
6. UprIghts shall have horlzonlal I" x 4" boards at the lop and lwel~ve lnc::jeC
(12") below lhe lOp. 0".0 --:J
C. UprIghts shall be spaced at no more lhan 4' to S' Inlervals.
D. 1-40rlzonlal members. of no les& than 1" )( 4" lumber.
C"J
6erore PermIt:
1. FROTECTIVE 6A~~le~& are lo be erected around all trees rour Inchee (4")
D61-4 (Diameler al 6reael I-Ieight and grealer to remain. PROTECTIVE
6ARRIER5 shall be Installed berore conslrucllon, gradIng, or an8 lree
removal on eile.
2. FROTECTIVE 6A~~IE~& are to remaIn In place untIl all pavIng and conslrucllon
are finished and heavy eClulpment ie out or lhe area.
3. Trees four Inches. (4") D61-1 (Dlameler at 6reasl I-Ieleht) and ereater that ar.:
located wIthIn ten feet (I~') or the lot under con&truction shall be protected
b!::j a barrrcad.:.
"'"-
,
j
( 'X
"- ~ )
&
not to &ca Ie
TREE BARRICADE DET AIL5
CITY OF CLEARWATER, FLORIDA
".
Landscape Architects
Member of the American Horticultural Society
PROJECT:
/ Site Planners 1 30
Member of the National Trust for Historic Preservation
Irvvin Street West
Telphone: 727-797-5578 Facsimile
Safety
727 -791-0109
Harbq,f,Florida 34695
e-mail: sbowscape-james@tampabay.rr.com
SHEET TITLE:
ELLER BUILDING IMPROVEMENTS
LANDSCAPE PLANTING PLAN
FOR LAND GENERALLY LOCATED IN:
OWNER / APPLICANT:
Ocean Properties of Clearwater, LLC
3740 54th Avenue North
St. Petersburg, FL 33714
SECTION 18, TOWNSHIP 29 S. RANGE 16 E.
CITY OF CLEARWATER, FLORIDA
SITE PLAN # FLD-2004-07054
40'
PROJECT NUMBER:
Belcher 111
SHEET DATE:
NUMBER: 07/27/04
DRAWN:
L -1 /2 JWM
SCALE:
1 "=20'-0"
60'
;~~~e~ Montgo I LA.
:,' 'Rjiijiste.r:ElP Li:u'jaosqap~ Architect
., ".~i:.jcense i'JQ. LA 0001737
"'0,' "at~:~Y!s~ J~ ~ cJ f-
.,
flr.:
. not valid unl~embOSSed
with !andscap$'a~hitect's seal
North
Scale: 111 = 201 - 011
Date: July 27, 2004
.-i-",-
Shovvscape Planning & Design, Inc.
Member of the American Society of Landscape Architects since 1984
Copyright James Montgomery, ASLA
All rights reserved. This material is
the exclusive property of James
Montgomery, ASLA Reproduction In
whole or in part is strictly prohib-
ited without the prior written per.
mission of James Montgomery, ASLA
and any such reproduction may
sUbject you to civil and/or criminal
liability under Title 17 of the
United States Code.
1 10/13/04 REVISED PER DRC MEETING COMMENTS ON 10/07/04 JWM JWM
LANDSCAPE PLAN ADJUSTED ACCORDINGLY.
NO. DATE REVISION BY CK.
LANDSCAPE SPECIFICATIONS
I. Work under these slOeclflcatlons shall consIst of IOrelOaratlon of IOlantlns
areas, furnlshlns and IOlantlns alllOrolOosed new IOlant materIals
slOeclf'led hereIn and as shown on the drawlnss, Includlns but not
lImIted to fInished gradIng, furnIshIng tOlOsoTl and slOreadIng, stakIng,
watering, IOrunlns, fertlllzlns, mulchIng, and la~lns sod, and maInten-
ance and IOrotectIon of IOlants untIl fIna I accelOtance b~ the OWNER
2. The OWNER shall have the rlSht to reject an~ and all work and
materia Is whIch, In hIs olOlnlon, do not meet the reqUIrements of the
IOlantlng IOlan, detalls, and these slOeclflcatlons,
3. No subl6tltutlons shall be made to the IOlantlns IOlan, detalls or these
slOeclf"lcatlons wIthout the eXlOressed wrItten consent of the
LAND5CAFE ARCI-HTECT,
4. The LAND5CAFE CONTRACTOR shall contact the OllNER and the
LAND5CAFE ARCI-HTECT Immediatel~ of an~ conflicts arIslns durlns
constructIon or Insta lIatlon of an~ ImlOrovements shown or imlOlled
on the drawInss and/or slOecIfIcatlons.
S. The LANDSCAFE CONTRACTOR shall furnish and Install all IOlants as
shown on the drawlnss, as slOeclfled, and In the quantItIes listed on
the IOlant materIals list,
6. In the event of a varIatIon between the IOlant ITst and the actual
number of IOlants shown on the IOlantlns IOlan, the IOlantlns IOlan
sha 11 contro I.
1, AlllOlants shall be FlorIda No.1 or better, AlllOlants shall be t~lOlcal
of theIr slOecIes or varIet~ and shall have a normal habIt of srowth.
The~ shall be sound, health~ and vlsorous, well-branched and densely
foliated when in leaf, The~ shall be f'ree of dIsease and Insect lOests,
eggs or larvae. They shall have healthy, well-developed root s~stems,
8. All IOlants shall be nurser~ srown stoc:l<. and shall comlOl~ with all re-
qUIred InslOectlons, sradlns standards, IOlant resulatlons and requIre-
ments fior measurement, branchlns, and cultural practIces:!: as set forth
In the FlorIda DelOartment of AsrIculture l'Grades and 5tandards for
Nurser~1 Flants", FartE? I and II, Includlns an~ revIsIons as determIned
b~ the 5tate Flant 60ard of' FlorIda.
~. All plants shall be hardy under cITmatlc condItIons slmlllar to those
In the Iloca ITt~ of the IOroject,
10, As lOer theee drawlnse and epeclflcatlons, the II !-It: I (helSht) of IOro-
posed plant materIals, unless otherwIse speclf'Ied, shall mean the
actua I dIstance as measured f'rom the soli stress mark on the trunk.
or base of the IOlant to the tolO elevatIon of the IOlant.
11. All IOlall"lts shall conf'orm to the measurements for sIze as slOeclf'Ied In
the plant ITst. ExceptIons are plants larser than speCIfIed In the plant
list may be used If alOlOroved b~ the LAND5CAFE ARC!-IITECT but, use
of such plants shall not Increase the contract prIce. If the use of
larser plants Is approved, the slOread of roots or ball of earth shall
be Increased in IOrolOortlon to the size of the IOlant.
12. When plants of a specIfIed kInd or sIze are not avallable, a reason-
able substItutIon ma~ be made ulQon request In wrlttlng b~ the
LANDSCAPE CONTRACTOR, If approved b~ the L~~I05CAPE ARC!-IITECT.
13. The LANDSCAFE CONfRACTOR shall fIeld verlf~ the locatIon of all work
as shown on the plan and contact the LANDSCAFE ARC~ITECT
Immedlatel~ of an~ conflicts and adjust as per the LAND5CAPE
ARC!-IITECT1s dIrectlr ~.
14. The LAND5CAFE CONTRACTOR shall stake all plant material locatIons
from the plantlns plan prior to Installation for alOproval b~ the
LANDSCAPE ARC!-IITECT,
IS. LocatIons, elevatIons and dImensIons of exIstIng utTlltles, structures
and othe features are shown accordlns to the best InformatIon
avallable at the tIme of the IOrelOaratlon of these plans, but do not
purlOort to be absolutel~ correct. The LANDSCAFE CONTRACTOR shall
verlf'~ ,the locations, elevations and dImensIons of all exlstlns utTlltles,
structulres and other features affectlns hIs worklOrlor to constructIon.
16, It shall be the LANDSCAFE CONTRACTOR's sole responslblllt~ to notlf~
"Candy" and an~ other Interested asencles or partIes of hIs Intent to
excavate and to obtaIn from all asencles or other Interested partles
locatIons of all exlstlns utIlItIes of ever~ kInd In the areas where he
Intends or IOlans to excavate. Such locatIons shall be obtaIned IOrlor
to startIns constructIon and shall be maIntaIned durIns constructIon.
PLANT SI-IRUi6.
SO TI-IAT TOP OF
ROOT6ALL liS
EQUAL TO G!~DE.
MINIMUM 3" MULCI-I
PLANTING eOIL MIXED
PER SPECIFICATIONS
PROViDE MINIMUM PIT
CLEA~NCE A~UND ROOT 6ALL
OF 6" SrDEe AND 60TTOM,
Sf-IRU6 AND ~ROUNDCOYER FLANTIN~ DETAIL
11, The LAND5CAFE CONTRACTOR shalllOrovIde at least 48 hours notIce
to the utTllt~ comlOanles In order to lOermIt the locatIon of exlstlns
undersround uttlltIes In advance of constructIon.
18. The LAND5CAFE CONTRACTOR shall fIeld verlf~ the locatIon of' all
underground uttlItIee prior to commencement of' constructIon.
I~. All plantIns be areas shall be fine sraded b~ the LAND5CAFE
CONTRACTOR
20. All prolOosed IOlantlns areas for trees, palms, shrubs, and sround-
covers ehall be tolO dressed wIth a minImum of three (3) Inches of
c~press mulch spread unlforml~ In depth over the plantIns beds as
delineated on the plans, unless otherwIse speCIfIed,
21. The surface of all areas to be grassed or sodded shall be IOrelOared
for the placement of sod b~ the LAND5CAFE CONTRACTOR The
LAND5CAFE CONTRACTOR shall remove all debrIe from the areas as
shown on the plan to receIve sod and la~ sod evenl~ wIthout gaps.
All JoInts shall be stassered.
22, All other areas dIsturbed durIns constructIon sha 11 be seeded and
mulched wIth Arsentlne 6ahla srase unlese otherwlee slOecifTed on the
IOlans, details or slOecIfTcations,
23, The LAND5CAFE CONTRACTOR shall control runof'f and eroelon durlns
construction UTouSh the use of sediment basIns, straw or ha~ bales
as approprIate.
24, The LAND5CAFE CONTRACTOR sha II sprInkle or otherwrse manua II~ appl~
water to aff'ected constructIon area to control both sIgnIfIcant wInd
erosIon and fUSltlve dust.
2S. The LANDSCAFE CONTRACTOR sha II at a 11 tImes keelO the premIses free
from accumulatIon of waste materIals or debrIs caused b~ hIs crews
durlns the lOerformance of the work. UlOon completion of the work.. the
LAND5CAFE CONTRACTOR shall IOromlOt1~ remove all waste materIals,
debrie, unused plant materIal, empt~ plant containers and all eqUIpment
from the project sIte.
26. The LAND5CAFE CONTRACTOR shall water, mulch, weed, prune, and
otherwIse maIntaIn all plants, IncludIng sod, untTl completIon of the
CONTRACT and fInal acceptance b~ the OWNER, Settled IOlants shall be
reset to IOroper srade, plantlns saucers restored, and defecUve work
corrected.
.....:
J:
~
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f
&
SOIL I3EFON
TREE PLANTIN~ DETAIL
T~E STAKE
ROOT6ALL
~INFORCED 6LACK
RU6BER I-IOSE
UJI-IITE FLAG ABOve TURNBUCKLE
~l2'> GAUGE WI~ WITI-I GALVANIZED
TURNI3UCKLE MIN. TI-I~E PLACES
MINIMUM 3" MULC\-..!. DO NOT ALLOW
MULCI-I TO coLLECT AROUND
TRUNK OF T~E.
4"
2x4 X 21-b" WOOD STAKE
FLUSI-I UJITI-I GROUND
PLANTING SOIL AS SPECIFIED
FROvlDE PIT CLEA~NCE AROUND
~OT 13ALL OF 12" ON ALL SIDES
PLACE TREE ON UNDISTU~ED
BOTTOM OF PIT. UJI-IE~ PO~
D~INAGE OR UNDERGROUND
UJA TER 15 ENCOUNTERED , CONTACT
LANDSCAPE ARCI-IITECT FRIOR TO
INSTALLATION.
not. to sea Ie
FREv A I L rNG /////P""UNN'N"/WN".,~"
UJIND ~C'/N/F// '""".'N'.,..,..
# ~
.J .,.."""
/ "
f ~, T~E STAKE
I ~
i ~
/ '\
* ]::
~ f
1 ~ ROOTBALL
f 1
~ 1
\ I
;
J eOIL BERM
~
PLAN 0"/// ""--- DRIP LINE
"u /
"0-/...........-...-/q...,.~~..~~......../...///.P'/......N.....-...//,h
21. Upon comlOletlon of the work.. the LANDSCAFE CONTRACTOR shall
notlf~ the OWNER and the LAND5CAFE ARC!-IITECT In wrItIns, and re-
quest a final InslOecUon. An~ Items that are judsed Incomplete or
unacceptable b~ the OWNER or the LAND5CAFc ARCI-IITECT shall be
promlOtl~ corrected b~ the LANDSCAPE CONTRACTOR.
28. The LANDSCAFE CONTRACTOR shall suarantee all shrubs and ground-
covers for a perIod of one hundred twent~ (120) calendar da~s from
the date of fInal acceptance In wrItIns from the OWNER At the tIme
of flna I accelOtance, the one hundred twent~ (12(z)) da~ suarantee lOerlod
sha II commence. An~ materIa Is shIeh have dIed durlns thIs perIod sha II
be IOromptl~ replaced wIth specImens that meet the mInimum requIrements
called for on the drawlnss. The LA' 'SCAFE CONTRACTOR shall I \ be
held res~oneIble for death or damase resultlns from Iishtnlns,
vandalTsm, automobiles or from neslisence b~ the OWNER The OWNER
shall be reponslble for waterIng and otherwIse malnta1nlng plants
during the guarantee perIod if a mpil"ltenance agreement 1s not
accepted from the LAND5CAFE C ~TRACTOR
2~. The LAND5CAFE CONTRACTOR shall examIne the soils of all planting
areas prIor to submlUrns bIds for the sultab1l1t~ to sustaIn health~
plant srowth as called for on the plantlne plan, detatls, and these
s~ecrflcatlons.
30. The LANDSCAFE CONTRACTOR shall be reslOonsible for removlns all
tree stakes and Su~ wIres from trees whIch are establtshed at the
end of one (I) complete growIng seaeon. Trees whIch have been
relOlaced sha II remain staked for one (I) full srowlns season, and
the owner ehall be reelOonslble for removIng tree stakes and eu~ wIres.
31. All landscape bids shall be itemIzed with the amounts based on unIt
prIces. Any substItutIons, addltons, or deletions wIll chanee the total
amount of' the CONTRACT FEE based on the above mentIoned unIt
prIce crIteria.
32. The LAND5CAFE CONTRACTOR sha II submit a selOarate IOroposa I
for a one (I) ~ear maIntenance asreement,
.....:
J:
i\"t
Z
f
~ INFORCED 6LACK RUBBER I-IOSE
~l2'> GAUGE UJI~ FROM CENT~L TRUNK
TO TI-lREE STAKES
TI-IR' . 2" DIA p~eSURE TREATED
LOC.......: POLE PINE STAKES
MINIMUM :'" MULCI-I
PLANTING SOIL MIXED
PER SPECIFICATIONS.
PROVIDE MINIMUM PIT CLEARANCE
AROUND ROOT I3ALL 12" ALL SIDES
AND b" UNDER BOTTOM
MULTI-TRUNKED T~E PLANTIN~ DETAIL
1. WARNING:: Above-ground and/or underground utTlltlss ma~ be In
the area of thIs project. FROCEED WIT~ CAUTION: Ca II IICAND"("
and the ut[\lt~ owner(e) fort~ eIght (48) houre before beginning
work. Telephone: 1-8lZ)lZ)-282-8881.
2. All constructIon shall conform to all applTcable codes, ordInances
and regulatlone of the Clt~ of Clearwater, FlorIda.
3. Contractor ehall obtaIn all nscessar~ permlte prIor to constructIon.
4. All trImmIng undertaken on a tree protected b~ the provIeione of the
Land Development Code ehall be pruned In accordance with the
AmerIcan Natlona I 5tandarde InstItute (AN51) A-3lZ)lZ) Frunlng Standarde,
:;, An automatIc IrrIgation &~stem provIdIng complete water coverage
for a 11 re~uIred and other landscapIng materIa Is eha II be provided
and maIntained as a full~ functionIng s~stem In order to preeerve
the landscapIng in a hea Ith~ growIng condlton,
i.
, .
1&, All IrrIgatIon e~stems connected to the public potable water suppl~ !
ehall include a back-flow preventer at the the eervice connection.
1. All IrrIgatIon e~stems shall be Ineta lied so as to mInimIze epra~ upon
an~ impervioue eurface, euch as eideUJa lke and paved areae.
8. All Irrigation eyeteme shall include a rain eensor/ehut off devIce to
avoId IrrIgatIon durIng perIods of suffIcIent ralnfa II.
9, Underground IrrIgation shall no be Inetalled wIthIn the drlpllnes of
exIstIng trees unless root protectIon msaeures are provIded,
1lZ). If available, reclaimed water sha II be ueed for irrigatIon purpoeee.
GENERAL NOTES
PREPARE PLANTING eED
TI-I~UGI-IOUT GROUND COVE~
AREA. MINIMUM 12" DEFTI-I OF
PLANTING SOIL IN
GROUND COVER PLANTING 6EDS
not to Bea Is
G..QwQOwa..o..o..QwQ~
\Z9 \fS) \.CJ \z} VSI \D \Z5l \ZSJ V"V
G),,:' (8.'..'/ 0"'\.../ (8)..,,;/@\../..e...\/:.@'......,.'.@'....."./' (2)"""/': W........:1>
+..... ... .....+:...... ...+........ .....+:... ... ....+.... ... ....i:;... ... ....:t:... .... ...-t..... u. .....+. .". ... .... +
. ;-. .", :. " .. . ", ," .
", .'. ,"". ,,'. .", ,"", ..".. . "', .... ,"
. . .. .. - .. ..
8)"-\..'..@.....,/:@'....../0'\./(9...\,/@\....:.: 0\..,'..@.,..."/0'..'.'.,/.,
~.- ." ,w';l-u. u', ....+........ ....:t.... ._, _.u-t:~u... ....-i;..u.u ....+:.<. en 'U'-f:"d'" n..':+-
/\ i -'; ;'"\ :.... ;'-", ..'\. ....., "'-"" ,"
@'@'."'0\-'@"'..0'.:e.....'e...'0'../(2)."
; \/ \f \( \1 ~; \: \! \!
+ .~. ",'," __~+'.n. "'" _, +n.. ,_, .n_+rn r_ u..+.... ... ....+... 'u ..,.+....." . "....." ,_ .,.~
- . . . . " , . . . .
. . . . . . . . . . .
"'. : .., ." -'. / " ...- .... ;,- :. ," "', ...- -', :
", / ", 'e'" ,.,'......:. "-: ", /
r'7\.6/:-Jw.>i ww.O.w.w.Q..
v \LJ /\ "v V Vi) CSJ ....
G'. " e" , 8)'" ..' G)\ "@\/e\'(2)'"
. . . ..
"'. ',... :.; ...,..- -:.: "',." '.'"
. . . . . ...
+ ---te";/; -:\:" ':/;;:;-:'" -:-t ( .
000' 00
\/ \/ \;" \/ '......
~--., ,.. .n,.*.,__ --- _...::+:.... ... ....+..... ." ......f
. ,.'. ". .". ;
. ". , ," .
.,... ..' 6'" / (9'" " 0\ ,:
.. . . ' .
'.' ..' '.- ( ....
Gw...,.+'- _..::,:....... -+'
\EDGE IF PAveMENT
OR CU~
GRAee
EDGE OF BEDLINE
NOTE: LOCATE PLANTS IN A T~IANGULAR
PATTERN AS SI-IOUJN, SFACED EQUIDISTANT
F~M EACI-I OTI-IE~ (AT SPACING SPECIFIED
IN TI-IE PLANT LIST).
Sf-IFiaJ6/~ROUNDCOYER ePACIN~ PLAN
not. t.o Bea Is
Irvvin Street West
Telphone: 727-797-5578
Landscape Architects
Member of the American Horticultural Society
PROJECT
/ Site Planners 1 30
Member of the National Trust for Historic Preservation
Safety
Facsimile: 727-791-0109
Harbor, Florida 34695
e-mail: show8pap~e~james@tampabay.rr.com
ELLER BUILDING IMPROVEMENTS
SHEET TITLE:
LANDSCAPE DETAILS & SPECS.
OWNER / APPLICANT
FOR LAND GENERALLY LOCATED IN:
Ocean Properties of Clearwater, LLC
3740 54th Avenue North
St. Petersburg, FL 33714
SECTION 18, TOWNSHIP 29 S, RANGE 16 E.
CITY OF CLEARWATER, FLORIDA
SITE PLAN # FLD-2004-07054
Date: July 27, 2004
not. to Beale
---
..."..~
-=.J !
-- ~ ----........""
~ -I ~
tiij i ~
N /:l:
_ 1'_..
, ()
:::::> ii
! ~ j;i (
l.___ ~,
( i i
_.=f :.-'
PROJECT NUMBER:
Belcher 111
SHEET DATE:
NUMBER: 07/27/04
DRAWN:
L-2/2 JWM
SCALE:
N.T.S
'~" ,;: .' -' '. ", ~-~ ",';''
notvalld:un~~ ?.rnbossed
with landscape'a"rl::~tl:oors seal
"-, . ...;. ~
LEGEND
--w
DE51GNA TE5 TI-IE TYPE OF
REQUIRED PLANT MATERIAL
DE51GNA TE5 TI-IE QUANTITY OF
REQUIRED PLANT MATERIAL,
DE51GNA TE5 TI-IE
51ZEITYPE OF
eXI5TING T~E
TO ~MAIN.
EXI5TING TREE WITI-I PROTECTIVE
6ARRIER 5EE 51-1EET L-2 OF 2
FOR PROTECTIVE 6ARRIER
DET AIL5 AND ~QUlREMENT5.
bllOAK
o
bllOAK
a~
< >
~~
bllOAK
~
DE51GNA TE5 TI-IE
51ZEITYPE OF
EXI5TING TREE
TO 6E REMOVED.
GENERAL NOTES
1. WA~ING: Above-ground and/or underground utllTtTes may be In the area of
thIs project. PROCEED WITI-I CAUTION: Call IICANDYII and the utllTty owner(s)
forty eIght (48) hours before begInnIng work. TeleF'hone: 1-~tZ>-282-8881.
2, All construction shall conform to all applTcable codes, ordInances and
regulatIons of CIty of Clearwater, FlorIda.
3. Contractor sha II obtaIn a II necessary permIts prIor to constructIon.
4, All trImmIng undertaken on a tree protected by the provIsIons of the
Land Development Code sha 11 be pruned In accordance wIth the
AmerIcan NatIonal 5tandards InstItute (AN51) A-3tZ>tZ> PrunIng 5tandards,
S. An automatIc IrrIgatIon system provIdIng complete water coverage
for all requIred and other landscapIng materIals shall be provIded
and maIntaIned as a fully functIonIng system In order to preserve
the landscapIng In a hea Ithy growIng condIton.
b, All IrrIgatIon systems connected to the publTc potable water supply
shall Include a backflow preventer at the the servIce connectIon.
1, All IrrIgatIon systems shall be Installed so as to mInImIze spray upon
any ImpervIous surface, such as sIdewa 11<.8 and paved areas.
8. All IrrIgatIon systems shall Include a raIn sensor/shut off devIce to
avoId IrrIgatIon durIng periods of suffIcIent raInfall.
c:l. Underground IrrIgation sha 11 not be Insta lied wIthin the drIpl1nes of
exIstIng trees unless root protectIon measures are prOVIded,
1tZ>, If avallable, reclaImed water shall be used for IrrIeatIon purposes,
II. 50Tls wIthIn planter beds must be suItable for proposed plant materIa Is WIth
reeards to pI-!, eoll texture, eoTl etructure, and seaeonal hIeh water table.
12, All areas distrubed durine construtIon or not desienated for trees and
shrubs, shall receIve sod In order to stabItrze sorl and control stormwater
run-off,
13, 5ee Sheet L-2 of 2 for Landscape SpeCIfIcatIons .. Plantlne DetaTls
and other Information pertinent to thie plan eet.
14, See Sheet. 4 of ca, PROPOSED ~RADING: of STORMUJATER D~AINAGE PLAN,
for locatIons of sTlt screens and protectIve tree barrIcades,
IS, This plan was prepared for permitting purposes only and is not to be used Por
constructIon, After all approvals are obtaIned and all applTcatIons processed
throueh permlttIne, If appl1cable, a revised set of plans reflectIne all requIre-
ments ae eet forth by all aeencIes havrne JurisdIctIon over the project shall be
released for constructIon.
..
SITE PLAN PROVIDED BY:
GALEN JAY HOFMANN, P. E.
PROFESSIONAL ENGINEER
8620 AIRWAY BOULEVARD
NEW PORT RICHEY I FLORIDA 34654
PHONE: 727-844-7686
Shovvscape Planning & Design, Inc.
Member of the American Society of Landscape Architects since 1984
1 0/13/04 REVISED PER DRC MEETING COMMENTS ON 10/07/04 JWM JWM
1 LANDSCAPE PLAN ADJUSTED ACCORDINGLY.
.'
NO. DATE REVISION BY ! CK.
Copyright Shovvscape Planning &
Design, Inc. All rights reserved. This
material is the exclusive property of
Showscape Planning & DeSign, Inc_
Reproduction in whole or in part is
strictly prohibited without the prior
written permission Of Showscape
Planning & Design, Inc. and any such
reproduction may subject you to civil
and/or criminal liability under Title 17
of the United States Code.
,
~FLANT LIST
Ke!:l Quantlt!:l60tanlca I I Common Name
Conta Iner
51ze (heleht/epread)
5paclne
.
.
TREES
1 lagerelroemla)( faurlel 'Muekogee'
- Muekogee Crape Myrlle
1 Magnolia grandlf"lora 'D.o. Blanchard' -
- D.D. Blanchard 50ulhsrn MagnolIa
3 Quercue vlrglnlana '50ulhern 5hade'
- 50ulhern 5hade lIve oak.@
1 Ulmue a lala - WInged Elm
3&'-"" oJ::.. 6& gallon&
1,,'-12' hl. I &' epd. 2.&".3" calp. mIn.
MK
12'_"" o.c. 3" gallon&
c.:J' hl. I 4' epd. 2" calp. mIn.-
DD
3&'-"" oJ::.. 6& gallon&
1,,'-12' hl. I &' epd. 2.&"-3" calp. mIn.
QV
Be ehoWl'1 6& gallon&
1,,'_12' hl. 1&' epd. 2.&"-3" calp. mIn.
WE
~-
I
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~. ISS\
~ : ~ -=erNE
// ~ Y1SIBIUTY 'TRIANGLE FOR Tf'ieE BA~I~I~~ fQV\
// ____ SIDEWALK 'TRAFFlC
;%/ . .r~~T ..TURN ONL1QV\ 10" OAK 14" OAK \...!..I~ 15" OAK
~(),! ~ ~ \...!..h~-\ rur- I~-\ S. "sr [/.:;..~..~-\
~~ ' ' 1;( . ~. r ,'l.. /t _ "1.:,\ 22 . 1'/ "'(,
:.," . ~: i 'I .:} y+y+y..y+}'+ I+I+},~I+I+I+I+YJ.J If+I+I+I+I+I+I+1I +I+I+I+I-tl~;r+Y+I+Y+I+I+Y+Y Yl+X+Y+Y+Y+
;;;/ : 1/ ~ +I+.I;+T+T+T+ +T+Y+~~'Y+I+I+ + +I+I+I+I+T+I+I+ +X+I+~/> +I+I+I+.1+T+Y+Y+ +1.I+T+T+
, 'lh / \[+Y"Y+Y+Y+I 1+1+1+" + + +X 1+1+1+1+1+1+1+ +,L 'II+l+X+I+T+Y+T+Y Y+Y.'l!J' +
". ,/,y'A \~y""y:y v v y v v V
i '.' ~/.,~ ~~ ," FIRE HYDRANT ASSEMBLV "- ''*\ /
~~ '//~ -
, v
1f}\~;~\
,.!;, 'f '--: :,..
51-1~65
I4B
55
DI4
wv
24
261
136
21&
I4lbl&cu& ro&a-&Inenel& - I4lbl&CU&
3'-"" o.c.
3 ga lion
3 ga llone
3 gallon
3 ga lIon&
16".24" hlJ16".24" epd. mInImum
24" hl. /16" epd. mInImum
16"-24" hlJ12"-16" &pd. mTnlmum
24" ht. I 16" &pd. mInImum
MyrTcanlhs& f"ragrane - 51mpeon's 5t.opper
~phlolepl& IndIca . Dwarf IndIan I-lawthorn
VIburnum obovalum 'Mre. 5chlller& Dellghl'
. Mre. 5ch11lere Delight Vlbumum
66 VIburnum &U&pen&um - 5andankwa Vlbumum
3'-"" o.c.
2'-6" oJ::..
2'.,," o.c.
V5
3 ga lion
24"-3"" hl.l24"-3"" &pd. mInImum
3'-"" oJ::..
AE
FJ
50D
GFeOUND COvE FeS
Aspldlslra elallor- Casl Iron Flant
Junlperu& chlnen&le 'Pareonl' - Fareon's JunIper
5t.enolaptTum escundalum 'Florllam' . 5t. Augu&lTne G:ra&&
2'-"" O.c.
21
1&c.:J
2'-"" O.c.
3 gallone
I gallon
16"-24" hlJl&".16" epd. mInImum
6".12" hlJ6".12" &pd. mInImum
FM'
I
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(- - -' ...
.. :-
<I
C J H.c; . RAMPS
. ....,'.1
t~
~-
. EXIST. Bit W.M.. {,;~.:'
SIDEWALK
V1SIBIUTY 'TRIANGLE FOR
ROADWAY 'TRAFFIC (ID= 575')
.. '~"', 'r;;;: ~~~
,~ '
, .\,;:'.'<'~' 'l "x; ,+
> i"~:,r ( ,.),
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. .,... /////4 t;J).
J>~
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_.f'~~YJ.' '
~ :j;h,'
V1SIBIUTY 'TRIANGLE_ ~ .. '
FOR SIDEWALK .' .'- .
'TRAFFIC. . : .
~---',
1 ,
/, :\
,II 5" OAK '
iy +l.~,Y + . .
!.,](.1{ .
"7
/ ~:f.."" \..:
+++++++++++++
~++++++++++++++++
H.C. RAMPS
/Di4\
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;.. .,.
,,:lo<
"". ..; ".
~ "'.
+ ~ :
// 8"OAK :\
1 :\',
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't _'...::t ,.
o
<( ONE WAY ONLY SIGN
o /MK\
0:1 ~U
a: ~
w
:r:
o
.....J
W
m
CITY OF CLEARWATER ~I
20'><20' SIGHT DISTANCE
TRIANGLE
fi46\ I
EXISTING BUILDING TO BE RENOVATED
fi46\\Y I
~ I
/
"~. D"
.~'., :
IIC"'%"~ :
I '.
~ - ~
I .!),. +
,i_~ +,
I:fr~~ ~~
f5~'%~ +
\'l.~
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"'"",~:+
! " ~+
-;--=~
;f~' .
/Di4\ \.';;' '.~"
02J2J202; b \. .d.? / .
6" UNKN WN 8" UNKNOWN ~ 6" UNKNOWN ~:
r:.'::-, r---, r-- ,- .
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-.'/ ~;
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.... y..
fi46\
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";
,
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......... n
.. ;"
.
24" PALM
t\
H.C. RAMPS
I SIDEWALK
~
H.C. RAMPS
",. uuw~"i:!K.f,....r ';1".f'!,.:.:r,..-FIliY'+" ..:;;,;';; .; '+...': :; ':iT.' . "M ...
~ I \. ~~~'" ~c?:::...^7':{J.IJ\:7 .~. ... ..
'< "'",; ~ ~ ~.:Jt:
I H.C. PARKING IN ~
REAR SIGNS / MK \.
I \y
;y~..:t' +
)l
v
~'TNf~~; V~~+ U.."U~. u
li"'~ ~ r'''.~~..HI~ N 89.3,'S7" W
8" OAK 8" OAK 271.0"
1,-"
,
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EXIST. 8 W.M'./1
1
,
.
LEGEND
I.
BRL BEARING REFERENCE UNE
POL POINT ON UNE
(R) RADIAL
(c) COMPUTED MEASUREMENT
(D) DEED
(M) MEASURED
(P) PLAT
POB POINT OF BEGINNING
PCP PERMANENT CONTROL POINT
POC POINT OF COMMENCEMENT
PC POINT OF CURVAllJRE
PRM PERMANENT REFERENCE MONUMENT
TBM TEMPORARY BENCHMARK
PI POINT OF INTERSECTION
FIT FENCE TIE
s/W SIDEWALK
OHW OVERHEAD WIRE
~ CENTERUNE
WF WOOD FENCE
CLF CHAIN UNK FENCE
R/W RIGHT-OF-WAY
IISCBI SPRINKLER CON'TROL BOX
E/P EDGE OF PAVEMENT
EL ELEVATION
.' r
L
I
FlR FOUND REBAR NO CAP SIZE AS NOTED
FOP FOUND OPEN PIPE SIZE AS NOTED
FPP FOUND PINCHED PIPE SIZE AS NOTED
F .x. CUT FOUND .x. CUT IN CONCRETE
FRC FOUND REBAR AND CAP
FeM FOUND CONCRETE MONUMENT SIZE AS NOTED
i
.L
{
SIR SET IRON ROD
SRC SET 1/2. REBAR AND CAP LB #6168
SN&D SET NAIL AND DISK LB #6168
N&TT NAIL AND TIN TAB
. GAS VI>J...VE
.. WATER VI>J...VE
;c FlRE HYDRANT
CD) DRAINAGE MANHOLE
00 SANITARY MANHOLE
* UGHT POLE
co.. POWER POLE
~ CABLE BOX
* TELEPHONE PEDESTI>J...
.~R ELEClRIC BOX I 0 - EXISTING ELEVATION
I OiC) - PROPOSED ELEVATION
c/T CURB TIE /0).'
NlcD NAIL AND DISK I~:.:. .' .n;....,
1......cONCRE}E. · .'
V1SIBIUTY 'TRIANGL FOR
ROADWAY 'TRAFFlC (D= 575')
1.
i
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- ~ -
I.
.3 -
,
~ WATER METER
-() GUY WIRE
E9 METAL POST
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EXIST. HyDRANT........ 1'.'.
Landscape Architects
Member of the American Horticultural Society
/ Site Planners 1 30
Member of the National Trust for Historic Preservation
Irvvin Street West
Telphone: 727-797-5578 Facsimile
Harbof',Ftorida 34695
e-mail: ..showscape-james@tampabay.rr.com
Remarka
Mulll-lrunked epeclmene,3 lo & maIn leadera mIn.
Full branclhlng specImens wIth one prlmar~ leader.
eXleTING
l-lARDUJOOD TREE
Full branclhlng speclmene wIth one prlmar\j leader.
Full branclhlng speclmena wIth one prlmar~ leader.
D~IPL..INE -1,"
Double Plnlc. flowerIng varlely.
FlorTda Native, rull conlalners
FlorIda Native, full conlalners
Full conlalrner&.
R1' = Flelld Measured
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n.:t ~j.. j \,... .,..:~ + ~ .
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"".::.:~~\, / ',' to:' ~ ~.. rf.{"l..~) r "r~S1.0'.
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yr
PROJECT:
SHEET TITLE:
ELLER BUILDING IMPROVEMENTS
LANDSCAPE PLANTING PLAN
OWNER / APPLICANT:
FOR LAND GENERALLY LOCATED IN:
Ocean Properties of Clearwater, LLC
3740 54th Avenue North
81. Petersburg, FL 33714
SECTION 18, TOWNSHIP 29 S. RANGE 16 E.
CITY OF CLEARWATER, FLORIDA
SITE PLAN # FLD-2004-07054
North
~"
A -WOOD &TAJ<E
3' X 2" X 2"
D -WOOD 6OAtii!D&
I" )( 4"
A . 3' X 2" X 2"
6 = 12"
C . 4' - &' APART
D . I" x 4" 60ARD&
EXI&TING:
PINE T~E
I
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I
I
I
I
I
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1
D~IPLINE~
~
H
!l
Ii
11
I
..J,.,
6_,
A . 3' X 2" X 2"
6 = 12"
C . 4' - &' APART
D . I" )( 4" 60A!lii!De
IYe\
~
Cit~ of Clearwater
T~pIcal RequIred Frotectlve Barrrer
FROTECTIVE 6ARRIER5 are used during land alterallon and constructIon activitIes
f"or lhe f"ollowlng rea&ona:
I. To prolect a II the above eround ~ortlone of the tree from mechanlca I damage.
2. To ~rotect &011 near the tree from com~actlon and ~revent root damage.
3. To ~rovlde phl:jelcal and mental awareneee of" the tree'e ~reeence to equipment
o~eralOr& and contractore..
To make FROTECTIVE 6A~IER5 work:
I. Place no heavl:j equIpment Ine.lde lhe barrier:!: onll:j hand labor.
2. Place no con&truclion material or &oil de~oeite in&ide the barrier area,
r" -----,,--
5pecTrTcatlons for Installrne PROTECTIVE 6A~IER5:
I. Minimum radiue to be ~rolected:
A. Pinee :: Full Dri~line or 12', whichever Ie greater.
6, All other lreee. Including l-Iardwoode. = Full Drl~line or 12',
whIchever Is grealer.
2. Method of ErectIon (see detail lhls ~aee).
A. MInImum helghl of" u~rlghts shall be three feet (3') above exIstIng grade
and no less than 2" x 2" lumber.
6. U~righle ehall have horIzontal I" x 4" boarde at the lop and tweleve Inches
(12") below the top.
C. U~rlghle ehall be epaced at no more than 4' lo S' Intervals.
D. l-Iorlzonlal members of no less than I" x 4" lumber.
~ c~QJ
p '---1 G-=u=D
L I 0
( ! CJ '~2
- _! I --{
, ! - [TUlJ
c
ef"ore Permit:
I. PROTECTIVE 6ARRIER5 are to be erected around all lreee four Inchee (4")
D6l-1 (DIameter at 6reaal l-lelght and greater to remain, PROTECTIVE
6ARRIERS ehall be Ine.talled before cone.lructlon, gradIng, or anl:jlree
removal on elle,
2. PROTECTIVE 6ARRIER5 are to remaIn In place until all ~avlng and cone.lructlon
are iinlehed and heavl:j equi~menl ie out or lhe area.
3. Treee. four Inchee (4") D6l-1 (DIameter al 6reae.t l-Ielght) and greater thal are
located wIthin len feel (I~') of the lot under cone.t.ruction e.hall be protect.ed
bl:j a barrIcade.
(
,-
r~-
!.:'::~
L_..:::'::J
~"r~ I
i
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"-'-
p
'~~~ i
r~ ~
J.~
~~,---,~j
L~_~ ~
&
not to eca Ie
TREE BARRICADE DET AILe
CITY OF CLEARWATER, FLORIDA
Safety
727-791-0109
40'
PROJECT NUMBER:
Belcher 111
SHEET DATE:
NUMBER: 07/27/04
DRAWN:
L -1 /2 JWM
SCALE:
1"=20'-0"
60'
,Scale: 111 = 201 - 0"
Date: July 27,2004
not valid unlel'i.:s i,;;'bossed
with landsc@e architeet's seal
~'''''.!.,,;:~~,.-,'~.- ~ .
Shovvscape Planning & Design, Inc.
Member of the American Society of Landscape Architects since 1984
Copynght James Montgomery, ASLA
All rights reserved, This ma1erial is
the exclusive properiy of James
Montgomery. ASLA. Reproduction In
whole or in part is strictly prohIb-
Ited without the prior written per.
mission of James Montgomery, ASLA
and any such reproduction may
subject you to ciVil and/or criminal
liability under Titie 17 of the
United States Code.
1 10/13/04 REVISED PER DRC MEETING COMMENTS ON 10/07/04 JWM JWM
LANDSCAPE PLAN ADJUSTED ACCORDINGLY.
NO. DATE REVISION BY CK.
LANDSCAPE SPECIFICATIONS
1. Work under these st:'eclflcatlons shall consTst of t:'ret:'aratTon of t:'lantTns
areas, furnlshlns and t:'lantTns all t:'rot:'osed new t:'lant materIa Is
st:'ecTfTed hereIn and as shown on the drawlnss, IncludTns but not
IimTted 11.0 frnTshed sradTns, furnTshTne tot:'sorl and st:'readTns, staI<.TnS,
waterlne, t:'runTns, fertll1zTns, mulc:hlns, and la~Tne sod, and maTnten-
ance and t:'rotectTon of t:'lants unul fTna I accet:'tance b~ the OUNER
2. The OWNE~ shall have the rlSht to reJect an~ and all work and
materials whTch, In hIs ot:'lnlon, do not meet the rec::tuTrements of the
t:'lantlnSI t:'lan, detarls, and these st:'eclflcatlons,
3. No sube.tltutTone ehall be made to the t:'lantlns t:'lan, detarls or these
st:'ecTfTcatTons wIthout the ext:'ressed wrItten consent of the
LANDSCAFE A~I-lITECT,
4. The LANDSCAFE CONTRACTOR shall contact the OUNER and the
LANDSCAFE A~I-lITECT Tmmedlatel~ of an~ conflicts arTs Ins durTng
corletructTon or ineta Ilation of an~ Tmt:'rovements shown or imt:'lied
on the drawTnes and/or st:'ecTflcatione.
51. The LANDSCAFE CONTRACTOR shall furnTeh and Inetall all t:'lants as
shown 0'" the drawTngs, as st:'eclfled, and In the quantltTes \rsted on
the t:' lant materIa Is list.
6. In the event of a variatIon between the t:'lant ITst and the actual
number of t:'lants shown on the t:'lantlns t:'lan, the t:'lantlne t:'lan
sha 11 co'ntro I.
1. All t:'lants eha II be FlorTda No.1 or better, All t:'lants sha 11 be t~t:'Tca I
of theTr st:'eclee or varTet~ and ehall have a normal habTt of growth.
The~ shall be sound, health~ and vigorous, well-branched and densel~
foliated when In leaf, The~ ehall be f'ree of disease and Tnsect t:'ests,
egge or larvae. The~ shall have health~, well-develot:'ed root e~stems.
8. All t:'lants shall be nursery erown stocl<. and shall comt:'l~ with all re-
c::tuTred 1nst:'ectlons, gradlne standards, t:'lant reeulatlons and rec::tuTre-
ments for measurement, branchTng, and cultural t:'ractlces:t as set f'orth
Tn the FllorTda Det:'artment of Agriculture "Grades and Standards for
Nurser~ Flants", Farts I and II, IncludTng any revTsTons as determIned
by the State Flant 60ard of FlorTda.
9. All t:'lants shall be hardy under cITmatlc condTtTons slmTl1ar to those
Tn the loca lity of the t:'roJect.
ltZ>. As t:'er ,these drawlnes and st:'ecTflcatlons, the Il-lt." (he1eht) of t:'ro-
t:'osed plant materTals, unless otherwTse st:'eclfled, shall mean the
actua I dIstance as measured f'rom the sorl stress mark on the trunk
or base of the t:'lant to the tot:' elevatIon of the t:'lant.
II. All t:'lan'ts shall conform to the measurements for sIze as st:'eclfled In
the t:'lant ITst. Excet:'tlons are t:'lants lareer than st:'ecTfled In the t:'lant
list may be used If at:'t:'roved by the LANDSCAFE A~CI-lITECT but, use
of such t:'lants sha II not increase the contract t:'rlce. If the use of
larger plants Ts at:'t:'roved, the st:'read of roots or ball of earth shall
be Increased in t:'rot:'ortion to the size of the t:'lant.
12. When plants of a st:'ecTfled kInd or sIze are not available, a rea60n-
able subetltutTon ma~ be made u~on request In wrlttlng b~ the
LANDSCAPE CONTRACTO~, Tf approved b~ the LANDSCAPE ARCI-lITECT.
13. The LANDSCAFE CONTRACTOR sha 1I fTeld verTf~ the locatIon of a II work
as shown on the t:'lan and contact the LANDSCAFE A~CI-lITECT
immediately of an~ conflicts and adjust as t:'er the LANDSCAPE
A~CI-lIT:ECT'e direction.
14. The LANDSCAFE CONTRACTOR shall stales all t:'lant material 10catTons
from the planting plan prior to InstallatIon for approval by the
LANDSCAPE ARCI-lITECT.
IS. Locations, elevatIons and dimensIons of exIsting utilIties, structures
and othe features are shown according to the best Tnformatlon
avarlable at the tIme of the preparatIon of these plans, but do not
purport to be absolutely correct. The LANDSCAFE CONTRACTOR shall
verify the 10catTons, elevatIons and dlmensTons of all exlstlns utIlTtles,
structures and other features affectlns hIs work prIor to construction,
16. It sha 11 be the LANDSCAFE CONTRACTOR's sole responSTblllty to notIfy
"Candylll and any other Tnterested asencles or parties of hIs Intent to
excavate and to obtaIn f'rom all asencTes or other Interested partTes
locatlolns of all exTstlng utilItIes of every kInd In the areas where he
Tntends or plans to excavate. Sueh locatIons shall be obtaIned prTor
to startIng construction and shall be maintaTned during constructlon.
PLANT Sl-IRU6
SO Tl-IA T TOP OF
ROOTBALL IS
EQUAL TO ~~DE.
MINIMUM 3" MULCl-I
11. The LANDSCAPE CONT~ACTO~ shall t:'rovide at least 48 hours notice
to the utrllty companies In order to ~ermlt the location of existing
underground utllTtles In advance of constructTon.
18. The LANDSCAPE CONT~ACTO~ shall field verif~ the location of all
underground utrlitles prior to commencement of constructIon.
19. All plantTng be areas shall be fine graded by the LANDSCAFE
CONTRACTOR
2tZ>. All proposed plantTng areas for trees, palms, shrubs, and eround-
covers sha 11 be top dressed with a minimum of three (3) inches of
cyprese mulch spread unTforml~ in depth over the planting beds as
delineated on the t:'lans, unless otherwise st:'ecified.
21. The surface of all areas to be grassed or sodded shall be t:'repared
for the t:'lacement of sod by the LAND5CAFE CONTRACTOR The
LANDSCAFE CONTRACTO~ shall remove all debrTs from the areas as
shown on the plan to receive sod and lay sod evenly wIthout gat:'s.
All Joints eha 11 be staegered.
22, All other areas dIsturbed during construction sha 11 be seeded and
mulched with Argentine 6ahTa grass unless otherwTse &t:'ecIfied on the
t:'lans, detarle or st:'ecifTcations,
23, Ths LANDSCAFE CONT~ACTO~ shall control runoff and erosion during
construction th-ough the use of sediment basTns, straw or ha~ bales
ae appropriate.
24, The LANDSCAFE CONT~ACTO~ shall st:'rlnkle or otherwise manually appl~
water to aff'ected construction area to control both significant wind
erosIon and fugItIve dust,
25. The LANDSCAFE CONT~ACTO~ sha 11 at all tTmes leset:' the premIses free
from accumulation of waste materIa Is or debrIs caused b~ hTs crews
during the performance of the work. Ut:'on comt:'letion of the wor~ the
LANDSCAFE CONTRACTO~ sha 11 promptly remove a II waste materia Is,
debris, unused plant material, empty plant containers and all equipment
from the project site,
26. The LANDSCAFE CONTRACTOR shall water, mulch, weed, prune, and
otherwTse maIntaIn all t:'lants, IncludTng 60d, until completion of the
CONTRACT and fIn a I a cceptance by the OWNER Settled plants sha II be
reset to proper erade, t:'lantlne saucers restored, and defective work
corrected.
21. Ut:'on comt:'letTon of the work.. the LANDSCAFE CONTRACTOR sha 11
notify the OWNER and the LANDSCAFE A~CI-lITECT In wrltlne, and re-
c::tuest. a final Inspection, Any Items that are Judeed Incomplete or
unacceptable b~ the OWNE~ or the LANDSCAFt:: A~CI-lITECT shall be
promptl~ corrected b~ the LANDSCAFE CONTRACTO~,
28. The LANDSCAFE CONT~ACTO~ shall guarantee all shrubs and eround-
covers for a perIod of one hundred twenty (12tZ>) calendar da~e from
the date of flna I acceptance In writing from the OWNER At the time
of rlnal acceptance, the one hundred twenty (12lZ)) day guarantee period
shall commence. Any materials shieh have dTed durlne this period shall
be promptly replaced wTth st:'ecTmens that meet the minimum rec::tulrements
ca lied for on the drawlnes, The LANDSCAFE CONT~ACTO~ sha II not be
held re&poneible for death or damaee reeultine from Iiehtning,
vanc,!alTam, automobrles or from negITgence by the OUNER The OUJNER
shali be reponslble for waterIng and otherwIse maTntalnlng t:'lants
duri!lg the guarantee period if a maintenance agreement is not
accepted from the LANDSCAFE CONTRACTOR
2':1. The LANDSCAFE CONT~ACTOR shall examTne the soils of all planting
areas t:'rlor to submitting bids for the suTtabrlTt~ to susta Tn hea Ith~
plant growth as called for on the t:'lantlng plan, detaTle, and these
st:'ec I fl ca t Ions.
3tZ>. The LANDSCAFE CONTRACTO~ shall be rest:'onslble for removTng all
tree stakes and guy wIres from trees which are establlshed at the
end of one (I) complete growIng season, Trees which have been
replaced shall remaIn stalesd for one (1) full erowing seaeon, and
the owner shall be reeponsTble for removIng tree etaless and euy wIres.
31. All landscat:'e bids shall be itemized with the amounte baaed on unit
prices. An~ substItutIons, addltons, or deletions wTlI change the total
amount of the CONTRACT FEE based on the above mentioned unIt
price criteria.
32. The LANDSCAFE CONTRACTO~ sha II submit a separate proposa I
for a one (J) year maTntenance agreement,
TREE STAKe
ROOT6ALL
....:
I
~
~
r:
ffi
REINFORCED SLACK
RUSSER l-IOSE
UJl-IlTE FLAG ABOve TURNSUCKL-E
SOIL SE~
~" ~AUGE WIRE WITl-I ~ALVANIZED
TURNBUCKLE MIN. Tl-IREE FLACES
MINIMUM 3" MULCl-I. DO NOT ALLOW
MULCl-I TO COLLECT AROUND
TFOaJNK OF TREE.
4"
TREE PLANTING DETAIL
2x4 X 2'-b" UJOOD STAKE
FLUSl-I WITl-I ~ROUND
FLANTIN~ SOIL AS SPECIFIED
~OVIDE PIT CLEA~NCE AROUND
ROOT SALL OF 12" ON ALL SIDES
PLACE TREE ON UNDISTUReED
BOTTOM OF PIT. UJl-IERE POOR
DRAINAGE OR UNDERGROUND
UJA TER Ie ENCOUNTERED . CONTACT
LAND5CAFE ARCl-IlTECT ~IOR TO
INSTALLATION.
!'lot to &oa Ie
~Ev AILI~ ..r///N""''''W''4/N'''""".
UJIND ~W"4// ~""'"'"'",..,.,
/' <".",""."
/ \
I !",.."., TREE STAKE
I \
f. ~
~ j
\ %
z ROOTSALL
f \
! z
\ j 90IL 6e~
'\",",",.\.., FLAN #////~ DRIP LINE
r~"/""''''~''''''''''''''-'''''.I"/'''-'''-/''''''4'' '/////
....,,".........q...///.,#"'..................
....:
I
to
~
r:
RE INFORCED BLACK RUBSER l-IOeE
~" ~AUGE UJIRE FROM CENTRAL TFOaJNK
TO Tl-IREE STAKeS
Tl-IREE 2" DIA FRESSURE TREATED
LOD~E POLE PINE STAKES
-MINIMUM 3" MULCI-I
FLANTING SOIL MIXED
FER 5PECIFICATIONS.
PROviDE MINIMUM FIT CLEARANCE
AROUND ROOT SAL-L 12" ALL SIDES
AND b" UNDER eOTTOM
~-'"'.^'->'''
Ir\'
i! '
IIU' Ul____ ..~J
PLANNlf\!G &'['~\~ELOPMENT
r SERVICES
t CITY OF CLEARWATER
I. WARNING:: Above-ground and/or underground utilities may oe
the area of thle project. FROCEED WITl-4 CAUTION: Ca II "CAND""-"
and the utilit~ owner(e) fort~ eTeht (48) hours before beelnnine
work. Telephone: 1-8l'Z>l'Z>-282-8881.
i
I
ll/
MUL TI- TFeUNKED TFeee FLANTrNG DETAIL
!'lot to Boa Ie
C;ENE~L NOTES
8......6)...........8..........8...+......8...+.......8...........8...........6)...........8....... !?E)....
:" :-. .-" ..., ." -". .: -'. ... '.. ...' ". / "'. .: ". ,.- '. .:'
8':.-' (8)"\":'/ e............... e.'.....,'..' 0."""./.0\'./' 8)'..,...,:.,@,....../,:(0.."..,./w.\J:D
~...-."" ....+;... ... ...-+,....... ....;+;...... ....+... ... ....:+::...... ....:+-;... ... ....-1:....... .....:t....... ...:t
"'. /'.. (\ )" /". .::. .-\ ("" .-"'. ,,"
0", ..@...,.:..@'.'.:..(8..,:.'@'...o"8)..,i@.'....o"0\ ,:' 0'.... ..'
'.' . '.. '. ( . . " ".."..
," "., -.' ". .... ", .... ".."
+.,.. ... .. .:+-,.... . . _+._"<'_ .-.-." -..-.:t<d< u. u..=+:.... ....:!-.. '," ...f.-..... '-. +....~u...... ./
:' "" .,; .... .." :.. .: ..., ,.- :" .: ". .... "". { "'. ."
. . ... . . . .
0.'@..'..e....0\:E)'....'@.....0'...:e"'..(2)..':.
. ...........
.: -"< -'.f "of" \/ \/ '..:" "\.,: \/
"".n ... ."., +"n '" ..,,+.... ... ._..+_...., ___ n.._""'," U, ", .+.". N. "' .+.... ... n""'" '. .-+'
"" (\. j\. ./\ ;:... :.\ /.'. ....... :-
8)..,../.. (Z)'....,,/.@\..,/'0...'../0...<..,/@.....,./ e.'....':;' 0.'.':"..:..
~... .. ....7":... ... ....:f-:... .... ...:+-.... -.- .....+:.... ... ....+....... ....7":...... ....+
. . ., . . . . .
" , '. ~' '. : ". -- : . .. .. .. ..
. " " " - - .. .
fv\M'MKMx:\M
0-u0!y--0mqu'IJuqm0 (,
BwC]\(\}\.C\
0o:.u'fYe:u\!Ye:..'!Jo'.....,u'iJ
. - -. ..
" " ..... .
""::,,_ _n ..n."+..___ ._..... +-..... ,.- ...:+.'
~eDGoe IF PAveMENT
OR CURe
~RASS
2, All conetructlon shall conform to all aF>F>licable codes, ordinances
and regulatIons of the Clt~ of Clearwater, Florlda.
3. Contractor shall obtain all neceeear~ F>ermlts prIor to construction.
4. All trlmmlng undertaken on a tree protected by the provieione of the
Land Development Code sha II be pruned Tn accordance wTth the
American NatTona I Standards Institute (ANSI) A-3l'Z>l'Z> Frunlne Standarde,
E;>, An automatic irrIgation s~stem F>rovTdTng comF>lete water coveraee
for all re'1uired and other landscaping materlale ehall be provided
and maTntained ae a fully functionlne s~etem In order to preserve
the landscaF>ine in a hea Ith~ erowlng conditon.
~. All Trrlgation s~etems connected to the public potable water eUF>F>I~
ehall include a back-flow preventer at the the eervice connection.
1. All IrrigatIon s~stems shall be Installed eo ae to minimIze spra~ upon
an~ ImpervToue surface, such as sidewa 11<.6 and paved areas.
6. All Trrieatlon s~eteme ehall Include a raTn eeneor/ehut off device to
avoid Irrieatlon during periods of sufficient raInfall.
'9, Underground IrrIgation sha 11 no be Insta lied wIthin the drip lInes of
exlstTng trees unlees root protection measures are provided.
1~. If available, reclaimed water ehall be ueed for irrigation purpoees.
FREPARE FLANTING SED
Tl-IROU~l-IOUT ~ROUND COVER
AREA. MINIMUM 12" DEPTl-I OF
PLANTIN~ SOIL IN
~ROUNDCOVER FLANTIN~ BEDS
!'lot to Bca Ie
FLANTI~ SOIL MIXED
PER SFECIFICATION5
PROViDE MINIMUM FIT
CLEA~NCE AROUND ROOT 6ALL
OF b II elDEe AND eOTTOM.
51-4FeU6 AND GFeOUNDCOYEFe FLANTrNG DETAIL
eD~E OF SEDLINE
NOTE: LOCATE PLANTS IN A TRIAN~ULAR
PATTERN AS Sl-IOUJN, SFAceD EQUIDISTANT
FROM EACl-I OTl-IER (AT SPACIN~ SPECIFIED
IN Tl-IE PLANT LIST).
5I-4FeUB/GFeOUNDCOYEFe SPACING PLAN
!'lot to Boa Ie
Safety
Facsimile: 727-791-0109
Irvvin Street West
Telphone: 727-797-5578
Landscape Architects
Member of the American Horticultural Society
/ Site Planners 1 30
Member of the National Trust for Historic Preservation
Harbor, Florida 34695
e-mail: showscape-james@tampabay.rr.com
PROJECT NUMBER:
Belcher 111
SHEET DATE:
NUMBER: 07/27/04
DRAWN:
L-2/2 JWM
SCALE:
N.T.S
PROJECT:
SHEET TITLE:
ELLER BUILDING IMPROVEMENTS
LANDSCAPE DETAILS & SPECS.
OWNER / APPLICANT:
FOR LAND GENERALLY LOCATED IN:
Ocean Properties of Clearwater, LLC
3740 54th Avenue North
St. Petersburg, FL 33714
SECTION 18, TOWNSHIP 29 S. RANGE 16 E.
CITY OF CLEARWATER, FLORIDA
SITE PLAN # FLD-2004-07054
Date: July 27, 2004
~~ ~r:/ ,.~- :-':
not valid unlesll.,e,[J1bossed
with landscape r.rc'hitedS seal
,.',r
111
LOCA TED
PINELLAS
ROAD ,.....,....".
I . . . I . . , . . . , . .
SECTION 18, TJ.WN:S:HJP:-.29
FLOR I D A.."..,.....,'.'.'....,.,...,
. I . . . . I . . . . . . .
. , , . , . I . . . . . , . .
SOUTH,
RANGE
16
EAST,
SOUTH BELCHER
IN
COU N TY,
OWNER:
OCEAN PROPERTIES OF CLEARWA TER, LLC
3891 COQUINA KEY DRIVE S,E
ST. PETERSBURG, FL 33705
P: 727-820-9826
FIT
VT 74.56 ~~H'
=1.0~
F:\4"X4"
PROPOSED 10' SIDE SETBACK TO PAVEMENT _
~ ~ ~ ~ ........ FIT S
9 10 11 12. . . . . . . . v . E=l,O',
. . . . . . /N=O,9
271 l' . . . )'4~5. . . . ,t S'WF'
- f-- -- -;;.;..;.:. -.~".......,,-. ----' "-=4" /
. . . . . .FCM 4 X
. . . . . . . . . . . .' FIT 74,58
.., .." '" ... '" "'... E=O.5'
. .......... S=l, 9'
IF THE OCCUPANCY OF THE PROPOSED BUILDING IS
MEDICAL OFFICE, THE APPLICANT/OWNER WILL BE
RESPONSIBLE FOR ALL ASSOCIATED FEES FOR A REQUIRED
REDUCED PRESSURE B.F,P,D. (BACK FLOW PREVENTOR DEVICE)
PINELLAS COUNTY
VlSIBIUTY TRIANGLE FOR
ROADWAY lRAFFIC (0= 575')
ENGINEER:
GALEN J, HOFMANN,
8620 AIRWA Y BL VD,
NEW PORT RICHEY,
P: 727-844-7686
F: 727-844-7626
FL 34654
P.E.
, , . pocO . . . . . , . , . . , .
. . ' ww . CORtllER .Or' :tHE, N,W. i j 4
,OF .S&:C:nON, 1,8...29...16, . ,
. pOUND, BRASS. DISK. . , . .
I
I
I
I
I
I
I
I
I
~TO~ RH
30" X 30"
I:'..: . . . ' . ' , . . ' . ' , . . . , . . . . . . . . . . . . ' . . ,
"'- ..,...."..,..,...
" ' I . . . . . . . . . I . . , . . .
. . . . . . , . . I . , . . . . . .
FTP-1
24" X 32"
SURVEYOR:
LAND PRECISION CORPORATION
2683 SUNSET POINT ROAD
CLEARWATER, FL 33759
P: 727-796-2737
F: 727-796-3326
RIGHT
TURN
ONLY
.... . I . , . . . . . . I . . , . , , I .
Vl ...."..,..,.,.",'
~ (~, . , . . . . , , , . , . . . . . .
co . . . . . . . . . . . . , , . . .
~~ j'lIj, . . , . . . . , , . . . . . . . .
cb~ T"'\ . . . . . . . . . . . . . . . . .
N ...."...... I . . . . . 1
.b~ ....,..,.....,...,.
;; IJ.J ~'.'.'.'.'.'.',',',','.'.','.'.'.'.'.
OF 'N. . , . . , , . . . . . . . , . . .
5 u.. Po , , . . . . . . , . . . . . . , , .
:~ ~>:-:<.:.:.:-:->>:-:.>:-:< ~:"
~ ~ V\ . . , , . . . . . . , . . ., ..
.......Vl . . . , . , , , . . . . . , . ., ..
~~ 5l..,'.'.'......'....'.'..J....... ~
IJ.J ~ ~........................ .,... YJ'
FIJ.J ..,....,..,..... '/-"/
u..Z ."....,.,....... &.
O::l ."......,..,.. ':'r/~ A
. . . , . , . . . , . . . . .. ,'YA
..........., "..,'~ ')
~':~':':':'~~'~~'~:':'.;ijI:' :.V'
.,...,...,. .,',.. . 'Y~'
, . . . . . . , . , , . " . ',~ /' '//
, . . . . . . . , . . ... . . ,'<' y. 'y' / /
..........,'........', . :)-:/;~b
(;:I~...................... .'~......, v. ':0~ y g
. . . . . . . . '72.$5 . " '%: ~ ~
...~.,.h.... t.: .;/v/j'/
.......2.8l'l~1.57~. ..~;.. ,r", / - - - z-- _ ~ _
, , . '50.00' . . . .. ".i' ,:.:' .. ' Y,. ~ X74.38 3
::::::::::::::::::::::: ::: ~~\~St~: '~.~~(<.~:~;..,.::;j.}~ ,~~ oII"~l~ SON <;:::i
~ F jf'<'::':"(~ , """ lOCK - w_ . "..
~.~~~ " ,.. II~ <7,' ;:!\ ::::"
'. . . ". m ~I/ DO N:'T E:tI!TER SIGN . v . . . .
'.' . .y", 'lAVA I ....ONE WAY ONLY EXISTING BUILDING, TO BE RENOVATED ...............77 /......... '?5:24 v .
....... .~>': ~ ~ ~ ! .,; t~~~2gr S~~~~R~~~~CE I 0; .:.: .: .: -: .: ./~ . . '8"OAK .
.:.....:;.~i' 00~ I~ 7ll~ lRlANGLE ENTRY ~... v . .~, (.) ~ :::: : (X.: ::.:.:
!l!.','.'<',: IY.'Y;'IL 0",' ,.', it) ~c: 1 STORY MASONRY BUILDING I I ONRYWAREHOUSE ~~'v>>>>/~ :z: ~ ....v~.~.......
p.. . . ';;..~: '~h'I1,i '::.[,tX ;',~;-: '0; bjf2 OCCT # 111 S. BELCHER ROAD 1 1 2 STORY MAS ~ ,:. ~..'.'.'. '7/ .' v.... ...........
N,.,...:..:..;.,v//. I"" N~ ~o15< ~;" ........ /---0 25 ...................
W/. I .... I 1'o..,~0;'..S7 .". '" '," ,', / /.. "'c=:::::J. v . .' '. ..............
': '. . . ~:',';.'r~r!'/oA. 0 7~ If ~ ~,!. .
. , ~~' Vl ~ ~ :u.~.~: " : ".5.d. ~tOEWAi:K':. : : . . .' ,. . .. ~~. . . . . . . . . . . . 6FE' NHCIGEHTOOPSAUORIUREOUND
73.20 ~'.'.:'~',;'./'. 0 '10' PINElLASCOUNTY Ol " " '.'.,., ,. . '....'. :.... .........
~. .'. >:-; 1l:2~ I VlSIBI~TriE~\~t;~:F~~ I ~. . . : . : . : . : . : . : . : '. '.: .:' .' 4;~ .' . '.. DUMPSTER PAD.
.: ' .. . ,::'4 :;, >j.' .. . Z ~ I j-... / -+!:C. PARKING IN REAR SIGN
'.'.'. ,,:~" ...., ~ 74. ~.,; I'/-ONE WAY ONLY/'X SIGN5'lJAK 6'UNKNlJIJN 6'UNKNlJIJN ~ :,:.: : : : : : : : : : : : : : :- . ~" ~. v': : : : ~ .~,:~~: D
' . 1 3 "./, -- - / 81.1' _._ 8'UNKNOIJN ..... t:..;~...... . . . . . .
I'l-. . ',;' ",-;' . . i . /~.3 10.0 ~'b'/:;~ .." . . . . . v . . . . .
::~!;..:, <<. ~O-l~..[LJ i..~ ~'-'" ..1lS:~~~::':".' \";~~POSEDSINGLE
. '''. . . . ltf ~m / 24 23 22 . . . . \ DUMPSTER PAD
14. ;::.~:"':::'..",.." " ., '" ,..,', ~........... 24'PALM . . . ~~~UT~~E~TS~EARWATER
:.. :<~',;r,>;:) .'~ ,:?,:\ \ 7412 / X'74.69 X74.69 (SEE DETAIL FOR SPECIFICS) ~
.. ' ',,'..,' , .:", ", " X' ,. ~ ,75,15
.." "".,'..' ',....""'~ <I' ~ .. 10' OAK
,,,,:,::,,,:..>.:'.::ai7i',..:":,,.: i -~t- - ~ - - ~E~INGSETBACK - - - ~.A..- - - --ota17--4'OAl'--
; , :' " ,,'-:, ,tv "." ~.. '" \ . l()S'.l - 74.80 8' OAK ~ 75~,
..::,.,'.!,'l'C",...,::,,.':'~., "'" ~"" i? ",.........,.8'OAK __I'..... _;OAK
. ... ':,' .~, '. f. ';' ;,. _.08' ,.:..' '. fi'<74.2 74.40 E'"7'il I 4' ACK MENT t X r-- J4.. E ./
. ;>W" '.' , ~'~ OIl' OIl' -A- OIl. OIl' ~. OIl' ., """ 1. """ OIl' cz: -{I x.JJ { X.J. ()~w: ~( OHW
n.. " .' : -: ~ ~: ~ FRC1j2" "- ONE WAY ONlHGN "'" " ~"'t.. "" N ~ 9" 5 1 ~~ --
~ ,', .:, '..: " . . . . 74.51 CAP ILLEGIBLE 8' OAK ..:.... / WI I:L I I ,U I I
" . · .,X" . I FPP1" 2 STORY MASONRY BUILDING
'. . . ',':".' . . N=0.7'
. .';", I .
'I . . ", ll:~.' . I
. . . '~:'f''',' .
',. :.'"
: ~'.oll.' . .
PINELLAS COUNTY
VISIBILITY lRlANGLE FOR
SIDEWALK lRAFFlC
CORAL COVE
PLAT BOOK 92. PAGE 31
OBJECTS WITHIN THE SIGHT DISTANCE
lRlANGLES MUST NOT EXCEED 30" IN
HEIGHT FROM THE PAVEMENT
LOT 1
FCM "X
S 8 go 31 ' 57" E
1HE SOU1H 20' OF' 1HE EAST 200' OF' 1HE WC:ST 270' OF'
1HE SOU1HWC:ST 1/4 OF' 1HE NOR1HWC:ST 1/4 OF' 1HE
[ NOR1HWEST 1/4 OF' SECTION 18, TOWNSHIP 20 SOU'lH,
RANGE 16 EAST,
220.00' S'WF
CITY OF CLEARWATER
~20'X20' SIGHT DISTANCE
lRlANGLE
( SOIUTH LINE OF CORAL COVE
FIT 74.32 1,t;3aAK
S=0.3;. 74.18 _ ~O' OAK .-.. /
~ \t)74.24 19
PROPOSED 10' SIDE SETBACK TO PAVEMENT
::SUU IH uNto ut' IME:. ~yy 1/", ur Inc.
NW 1/4 OF THE NW 1/4 OF SECTION 18-29-1~
_\ --
4
~
B
\:;)74,09
15' lJAK
10' SIDE BUILDING SETBACK
. c::::::J ~ ~
.... ........ 'i' -&> .... 5 6 7
-l:j: . : . : . : . N 89'31'57" W
- .'.~.'- -- - -
.... 'I' .... ...
. .
X74.49
<:=J
~
14 ~
15 ~
16 ~
13
Q
X74,70
<(
o
a:::
D
'iii'
a::::~
~
W!:i
<
:t:
Q.
:r:2,
"'-'"''''''
17 ~
18 ~
19 ~
~
~
u
-.J
W
CDI
20
21
~ ~ 74.61
F/T
S=O,2'
. I . ,,: :~:
. .',", . I
INDEX OF DRAWINGS
~ TREES TO BE REMOVED
LEGEND
PINELLAS COUNTY
VISIBILITY lRlANGLE FOR
ROADWAY lRAFFIC (0= 575')
BRL B~RING REFERENCE LINE
POL POINT ON LINE
(R) RADIAL
(C) COMPUTED MEASUREMENT
(D) DEED
(M) MEASURED
(P) PLAT
POB POINT OF BEGINNING
PCP PERMANENT CONTROL POINT
POC POINT OF COMMENCEMENT
PC POINT OF CURVATURE
PRM PERMANENT REFERENCE MONUMENT
TBM TEMPORARY BENCHMARK
PI POINT OF' INTERSECTION
F /T FENCE TIE
S/W SIDEWALK
OHW OVERHEAD WIRE
It. CENTERLINE
WF WOOD FENCE
CLF CHAIN UNK FENCE
R/w RIGHT OF-WAY
I~ SPRINKLER CONTROL BOX
EIP EDGE OF PAVEMENT
FIR FOUND REBAR NO CAP SIZE /!oS NOTED
FOP FOUND OPEN PIPE SIZE /!oS NOTED
FPP F'OUND PINCHED PIPE SIZE /!oS NOTED
F "x" CUT FOUND "x" CUT IN CONCRETE
FRC FOUND REBAR AND CAP
FCM FOUND CONCRETE MONUMENT SIZE AS NOTED
SIR SET IRON ROD
SRC SET 1/2" REBAR AND CAP LB *6168
SN&D SET NAIL AND DISK LB *6168
N&TT NAIL AND TIN TAB
8 G/!oS VALVE
... WIATER VALVE
J;jC FIRE HYDRANT
(cD DRAINAGE MANHOLE
(5) SANITARY MANHOLE
x:x l'IGHT POLE
cu. P'OWER POLE
gJ CABLE BOX
W TELEPHONE PEDESTAL
-I"I'l ELECTRIC BOX I 0 - EXISTING ELEVATION
o~ _ PROPOSED ELEVATION
c/T CURB TIE I /0:-'>
I ,. ~ ,",' ',,' '..'t ':":
N&D NAIL AND DISK : '.,'.....~.;.. !. .,. ,".,:. .:.
, ..:'.i :-. :i~~Of'i~R,E't:E ~:.:
EL ELEVATION .1..,:. " ..l, ". .. . ..~ '.: .' .
fftM WATER METER
-() GUY WIRE
E9 METAL POST
S 00008'02" E
20.00'
89031 '57"
51.01'
I
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DIRT.-/ I
( AREA
- .- - - ~
DIRT .-/
( AREA
"'-
or
S'WF
COVER SHEET ,
EXISTING SITE WITH DEMOLITION OVERLAY
PROPOSED SITE LAYOUT
ADDITIONAL DETIALS
ADDITIONAL DETIALS
UTILITY DETAILS
MAINTENANCE OF TRAFFIC
ALSO INCLUDED SEPARATELY
CONSTRUC~ON OF SURFACE WATER MANAGEMENT PLANS
CONSTRUC~ON OF SURFACE WATER MANAGEMENT PLANS
I SEE SHEET 7 OF 7 FOR MAINTENANCE OF PEDESTRIAN TRAFFIC DETAILS I
E ~SOUTH LINE OF CORAL COVE
FIT
N=0.7'
---
'l, SRC
FIT 173.61
W=5.7'
S=3.2'
~
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--
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74,47 0
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W=0.5'
N=0.2'
SHEET 1 OF 7
SHEET 2 OF 7
SHEET 3 OF 7
SHEET 4 OF 7
SHEET 5 OF 7
SHEET 6 OF 7
SHEET 7 OF 7
SHEET 1 OF 2
SHEET 2 OF 2
20 0
~
PROJECT LOCATION
111 S, BELCHER RD.
GRAPHIC SCALE
10
I
20
I
40
I
( IN FEET )
1 inch = 20 ft.
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LOCA TION
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LEGAL DESCRIPTION:
NORTH 100 FEET OF WEST 1/4 OF SOUTHWEST 1/4 OF NORTHWEST 1/4 OF
SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY,
FLORIDA, LESS THE EXISTING ROAD RIGHT-OF-WAY,
THE SOUTH 20 FEET (SOUTH 20') OF THE EAST 200 FEET (EAST 200') OF
rHE WEST 270 FEET (WEST 270') OF THE SOUTHWEST 1/4 (SOUTHWEST 1/4)
OF THE NORTHWEST 1/4 (NORTHWEST 1/4) OF THE NORTHWEST 1/4
(NORTHWEST 1/4) OF SECTION 18, TOWNSHIP 20 SOUTH, RANGE 16 EAST,
?INELLAS COUNTY, FLORIDA.
., MORE P ARTICULARL Y DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF SECTION 18, TOWNSHIP 29
SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE SOUTH
00'02'02" EAST, ALONG THE WEST BOUNDARY OF THE SOUTHWEST 1/4 OF
THE NORTHWEST 1/4 OF SAID SECTION 18 (THE CENTERLINE OF BELCHER
ROAD - COUNTY ROAD NO. 27, AS RECORDED IN O.R, BOOK 2805, PAGE
261, OF THE PUBLIC RECORDS OF PINELLAS COUNTY), 1348.96 FEET TO THE
SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF
THE NORTHWEST 1/4 OF SAID SECTION 18; THENCE SOUTH 89'31'57" EAST,
ALONG SOUTH BOUNDARY OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4
OF. THE NORTHWEST 1/4 OF SAID SECTION 18, 50,00 FEET, TO A POINT ON
THE EAST RIGHT-OF-WAY LINE OF AID BELCHER ROAD - COUNTY ROAD NO.
27, FOR A POINT OF BEGINNING; THENCE NORTH 00'08'02" WEST, ALONG
SAID EAST RIGHT-OF-WAY LINE, 20,00 FEET; THENCE SOUTH 89'31'57"
EAST, ALONG A LINE 20.00 FEET NORTH OF AND PARALLEL TO THE SOUTH
BOUNDARY OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE
NORTHWEST 1/4 OF SAID SECTION 18, 220.00 FEET; THENCE SOUTH
00'08'02" EAST, ALONG A LINE 270,00 FEET EAST OF AND PARALLEL TO
THE WEST BOUNDARY OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF
THE NORTHWEST 1/4 OF SAID SECTION 18, THE CENTERLINE OF SAID
BELCHER ROAD - COUNTY ROAD NO. 27, 20.00 FEET; THENCE NORTH
89031'57" WEST, ALONG THE SOUTH BOUNDARY OF THE SOUTHWEST 1/4 OF
THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 18, 220.00
FEET, TO THE POINT OF BEGINNING.
O r' !
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SITE PLAN APPROVED r-~
CASE # It-l) 2,,0'1 - 61 0.) ,
CASE TYPE fhA')
ORC DATE //J - 7 - o~
COB DATE "/1- / b- ol/
SIGNATURE I'l1 ~
DATE 11-/7- 6 r
!ra~(C~~w~ ~D~\'
,'ULY ocr I 42004 1: J
I _.J
PLANfJiNG ,", r'cVELOpr'~Ern
I
SER','ICES
CITY OF C!.E.~,fj"\I/-\T[':'D
..~-_."_.._- ---- -',7~'~~__
COVER SHEET
111
RETAIL BUILDING IMPROVEMENTS @
S. BELCHER RD, CLEARWATER, FL 33765
SHEET 1 OF 7
SUBMITTAL DA TEl
\2004
60
I
01 OCT 2004 REVISIONS PER CITY OF CLEARWATER COMMENTS
DO JULY 2004 ORIGINAL SUBMITTAL
it
REV DATE
DESCRIPTION
...
}} . ..,:,f.. ," SCALE: 1" ~i:~O,OO'
/{ GALEN J. HOFMANN p,,,;:"
, ': ,CONSULTING CIVIL ~lGfNEER
A~l <:"....
GALEN' J. H Li/P.E. # 21796 .
NOT YAUD VNtES$,'E' _ 'D. WITH A RAISED SEAL
'" ../, " '<,""
",'
,;1'
,.
9-i
GALEN JAY HOFMANN J P. E.
8620 AIRVlAY BLVD.
NEVI PORT RICHEY J FL 34654
<727>844-7686
I.'
ItJ-P.f-o'(
"
111 SOUTH BELCHER ROAD
LOCATED IN SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST,
PINELLAS COUNTY, FLORIDA
POC
NW CORNER OF THE NW 1/4
OF SECTION 18-29-16
FOUND BRASS DISK
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CORAL COVE
PLAT BOOK 92, PAGE 31
NORTHERN PORTION OF EXIST. CONCRE
TO BE REMOVED (NO PAVEMENT ADDE
1
THE SOUTH 20' OF THE EAST 200' OF THE WEST 270' OF
THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE
NORTHWEST 1/4 OF SECTlON 18, TOWNSHIP 20 SOUTH.
RANGE 18 EAST,
ASPHALT, BASE, AND SUBBASE
TO BE REMOVED
~f////~
PAVEMENT TO BE ADDED.
9" SUBBASE. 6" BASE, AND
1.5" TYPE S-l ASPHALT
72.88
:':1:,1':':':':':':"':-:1:>1;1,:\,1,:/\1:,";'.11 ~.:':':\'
.:.:~:.,..I'.:,~..d:,:.:'.I.::.:.:':.::::..::
~ 72,815,'
S 89'31'57".!.-
50.00' ,
o
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ALL WOODEN LANDSCAPE TIMBERS AND OVERGROWN VEGETATION ~
WITHIN THE R.O.W. SHALL BE REMOVED AND THE DISWRBED AREAS
RESTORED WITH SOD OR PLANTINGS THAT DO NOT OBSTRUCT THE
SIGHT DISTANCE TRIANGLES.
PAYC:MENT TO BE ADDED.
9" SUBBASE. 6" BASE. AND
1.S" TYPE S-l ASPHALT
EXISTING CONCRETE SIDEWALK AND
DRIVEWA Y FLARES TO BE REMOVED
AND REPLACED IN ACCORDANCE WITH
F.D.O. T. AND ADA STANDARDS. SEE
PROPOSED SITE PLAN - SHEET 3 OF 6.
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SCALE 1 "==20'
a::::
3.00'
X74,82
~ BR",,' OLD
ASPHALT ".,"'\
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PAVEMENT TO BE ADDED.
9" SUBBASE, 6" BASE, AND
1.5" TYPE S-l ASPHALT
![ll
zc>
.~
BROKEN OLD
X74.69 ASPHALT PARKING
~
E/P
OHW
OHW
EXISTING POWER POLE '
TO BE RELOCATED
10 FEET TO THE EAST .
SILTATION SCREEN
-0---0----
:5,33
74.86
8' OAK
SILTATION SCREEN
-0---0--
PAYC:MENT TO BE ADDED.
9" SUBBASE, 6" BASE, AND
1.S" TYPE S-l ASPHALT
ASPHALT, BASE. AND SUBBASE
TO BE REMOYC:D
~/M//~
ASPHALT, BASE, AND SUBBASE
TO BE REMOVED
~ff/f/~
NOTE:
ANY SIDEWALK WITHIN BELCHER RD R.O. W.
THAT IS DAMAGED DUE TO THIS CONSTRUCTION
SHALL BE REPLACED AS DIRECTED BY THE
HIGHWAY INSPECTOR.
1';-;','.',';';-;'/,',';';';';-;';-;';-;'/,';\',',',';I;I;';I;I~
':I:I:I:I:C:I:I:I:~I:J:I:I:I:I:':I:I:I::I:':I:I:I:I:li:':":-:',
I
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9&
TREES TO BE REMOVED
LEGEND
FIR FOUND REBAR NO CAP SIZE ~ NOTED
FOP FOUND OPEN PIPE SIZE ~ NOTED
FPP FOUND PINCHED PIPE SIZE ~ NOTED
F "x" CUT FOUND "x" CUT IN CONCRETE
rRC FOUND REBAR AND eM'
FCM FOUND CONCRETE MONUMENT SIZE ~ NOTED
SIR SET IRON ROD
SRC SET 1/2" REBAR AND CAP LB 16168
SN&O SET NAIL AND DISK LB #6168
N&TT NAIL AND TIN TAB
. GAS VALVE
H WATER VALVE
FIRE HYDRANT
DRAINAGE MANHOLE
SANITARY MANHOLE
LIGHT POLE
BRL BEARING REFERENCE LINE
POL POINT ON LINE
(R) RADIAL
(C) COMPUTED MEASUREMENT
(0) DEED
(M) MEASURED
(P) PLAT
POB POINT OF BEGINNING
PCP PERMANENT CONTROL POINT
POC POINT OF COMMENCEMENT
PC POINT OF CURVAWRE
PRM PERMANENT REFERENCE MONUMENT
TBM TEMPORARY BENCHMARK
PI POINT OF INTERSECTION
F /T FENCE TIE
S/W SIDEWALK
OHW OVERHEAD WIRE
It CENTERLINE
WF WOOD FENCE
CLF CHAIN LINK FENCE
R/W RIGHT-OF-WAY
C SPRINKLER CONTROL BOX
E/P EDGE OF PAVEMENT
I
I
I
i{Xh>
I
I
~ WATER METER
-{) GUY WIRE
ED METAL POST
POWER POLE
CABLE BOX
TELEPHONE PEDESTAL
. ELECTRIC BOX >>5:J - EXISTING ELEVATION
,,() - PROPOSED ELEVATION
C/T CURB TIE v'
N&D NAIL AND DISK
s ~" '.:. . ~.': :.: ','.. ',: . " ....\: " .: ',I
. -:' ,: : " :".CO,,\CRE1:E",,'
.'. .' :'.. " '. ~ : ''', ,.', :... "~ : .',
EL ELEVATION
SEE SHEET 7 OF 7 FOR MAINTENANCE OF PEDESTRIAN TRAFFIC DETAILS
00008'02"
20.00'
89031 '57"
51.01'
E
E
SOUTH LINE OF CORAL COVE
F/T
N-0.7'
SRC
6'WF
F/T
W-S.7'
S=3.2'
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( AREA
6'WF
.
~
GRAPHIC SCALE
20 0 10 20 40 BO
~ I I I I
( IN FEET )
1 inch = 20 ft.
., '. - ~--------
: ,i o~ ,I~~ (i~ ,'=: I':" ,c- '.~ - I~--
'--~ ,I r ", " r---.
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( AREA
PAVEMENT ADDED TO BE 9" SUBBASE. 6" BASE, AND 1.5" ASPHALT TYPE S-1
AREAS TO REMOVE ASPHALT, BASE, AND SUBBASE
01
00
EXISTING SITE WI DEMOLITION PLAN OVERLAY
RETAIL BUILDING IMPROVEMENTS @
111 S, BELCHER RD, CLEARWATER, FL 33765
SHEET 2 OF 7
SUBMITT AL DA TEl
\2004
OCT 2004 REViSIONS PER CITY OF CLEARWATER COMMENTS
JULY 2004 ORIGINAL SUBMITTAL
It
PORTIONS OF EXISTING PARKING LOT THAT ARE NOT DESIGNATED TO HAVE
ASPHALT REMOVED OR ADDED (HATCHED). ARE TO BE OVERLAID WITH
1.5" TYPE S-1 ASHAL T. PARKING LOT GRADES TO REMAIN UNCHANGED
(LEVELING ASPHALT TO BE USED AS NECESSARY.
REV
SCALEI 1" =
20,00'
DATE
DESCRIPTION
9-1
GALEN JAY HOFMANN, p, E,
8620 AIRVlAY BLVD,
NEVI PORT RICHEY, FL 34654
(727)844-7686
GALEN J. HOFMANN P.E.
CONSULTING CIVIL ENlGINEER
, I /
=k-t>a-- I O--/il (,'/
~
GALE J. HOFMANN, P.E. I 21796
NOT VALID UPCLESS EMBOSSED WITH A RAISED SEAL
111 SOUTH BELCHER ROAD
LOCATED IN SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16
PINELLAS COUNTY, FLORIDA
EAST,
CONSTRUCTION NOTE:S/
SITE DATA TABLE
RIGHT
TURN FTP-1
ONLY 24" X 32"
A. ALL PROPOSED 'WORK MUST COMPL Y 'WITH THE F.D.D. T. "ROAD'WA Y PLANS PREPARA TION MANUAL" (i.e, P.P.MJ
B, ALL RIGHT-OF-'WA Y INSTALLA TIONS 'WILL BE IN ACCORDANCE 'WITH PRACTICES REFERENCED IN THE STA TE
OF FLORIDA UTILITIES ACCOMMODA TIONS MANUAL.
C. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DO'WN IN PINELLAS COUNTY
LAND DEVELOPMENT, ZONING AND/OR RELA TED ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS.
D. SIGN AND BARRICADES SHALL BE IN ACCORDANCE 'WITH THE U.S. DEPARTMENT OF TRANSPORTA TION'S
"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" AND THE FLORIDA DEPARTMENT OF TRANSPORTA TION'S
"ROAD'WA Y AND TRAFFIC DESIGN STANDARDS" INDEXES 600 THROUGH 670 (LA TEST EDITIONS).
E. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED A T ALL TIMES.
F. ANY SIDE'WALK 'WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED. SIDE'WALKS ARE TO BE
RECONSTRUCTED 'WITHIN THREE (3) DA YS AFTER REMOVAL. 'WHEN EXISTING SIDE'WALK IS REMOVED, IT IS
TO THE NEAREST JOINT.
G, COMPACTION FOR PIPE BACKFILL SHALL COMPL Y 'WITH AASHTO T -99 (1007.).
H, DISTURBED AREA 'WITHIN THE RIGHT OF 'WA Y 'WILL BE COMPACTED TO 1007. OF MAXIMUM .DENSITY AND SODDED.
I, THE PERMITTEE'S A T TEN TION IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFETY ACT (FLORIDA
STA TUTES, SECTION 553.60 et. Seq,) AND THE OCCUPA TIONAL SAFETY AND HEAL TH ADMINISTRA TION
EXCA VA TION SAFETY STANDARDS (29 CFR SECTION 1926,650, SUBPART B) 'WHICH SHALL APPL Y TO
CONSTRUCTION, OPERA TION AND MAINTENANCE PURSUANT TO THIS PERMIT.
J, DO NOT DISTURB EXISTING UNDERDRAIN DR STORM SYSTEMS. IF FIL TRA TION BED IS DISTURBED, CONTACT THE
AREA INSPECTOR 'WITH THE PINELLAS COUNTY HIGH'WA Y DEPARTMENT AT 464-8900 FOR ASSISTANCE.
K. NO STOCKPILING OF MA TERIAL IN ROAD'WA Y DR ON SIDE'WALKj ALL DIRT AND DEBRIS 'WILL BE REMOVED
FROM JOB SITE DAIL Y. ROADS AND SIDE'WALK TO BE S'WEPT DAIL Y AS PART OF DAIL Y CLEAN-UP,
PARCEL ID No. 18/29/16/00000/230/0300
PROPOSED USE OF EXISTING BUILDINGS: RETAIL
EXISTING ZONING = "c" COMMERCIAL DISTRICT
EXISTING LAND USE DESIGNATION = "CG" COMMERCIAL GENERAL
PARCEL SI ZE = 0.72 ACRES
NOTES:
ANY EXOTIC SPECIES, I.e., BRAZILIAN PEPPER (SCHINUS TEREBINTHIFOLIUS),
PUNK TREES (MELALUECA QUINQUENERVIA), AND CHINESE T ALLo'vl (SAPIUM
SEBIFERUM), MUST BE REMOVED AS A CONDITION OF SITE DEVELOPMENT,
'WHERE NECESSARY DUE TO THEIR PROXIMITY TO PROTECTED PLANT MATERIAL,
HAND REMOVAL 'WILL BE REQUIRED, SHOULD THIS REMOVAL BE TO A DEGREE
THAT A POTENTIAL FOR EROSION IS CREATED, THE AREA MUST BE
REST ABILIZED 'WITH SUIT ABLE MATERIAL,
NOTE TO CoNTRACToRI TREE BARRICADES & EROSION CONTROL MEASURE
REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN
INTACT THROUGHOUT CONSTRUCTION, ENCROACHMENT INTO OR FAILURE TO
MAl NT AIN THESE BARRICADES 'WILL RESULT IN ENFORCEMENT ACTION 'WHICH
MA Y INCLUDE CITATIONS AND/OR PERMIT REVoCA nON AS PROVIDED BY
CHAPTER 166 OF THE PINEL LAS COUNTY LAND DEVELOPMENT CODE,
CONSTRUCTION EQUIPMENT IS NOT ALLo'vlED ON SITE UNTIL THE
HABIT A T MANAGEMENT AND LANDSCAPE PERMIT IS IN HAND,
poc
NW CORNER Of 11-IE NW 1/4
Of SECTION 18-29-16
fOUND BRASS DISK
EXISTING BUILDING AREA: 5,000
STANDARD
FLOOR AREA RATIO - % FAR (total):
Existing Building
Total:
IMPERVIOUS SURFACE
% ISR (total):
Buildings:
Parking, Drives, & Sidewalks:
Total:
sq. ft.
EXISTING
16.0 %
5,000 sq. ft.
5,000 s ft.
PROPOSED
16.0 %
5,000 sq, ft.
5,000 s. ft.
MIN./MAX. REQUIRED
55 %
56,3 %
5,000
12,644
1 7,644
sq. ft.
sq. ft.
sq. ft.
52.7%
5,000 sq. ft.
11,553 sq. ft.
16,553 sq, ft.
95 %
29,795 sq. ft.
0TO~ R1-1
30" X 30"
PARKING SPACES
General:
Handicapped:
No. Spaces/G.F.A.:
o (SEE SURVEY)
o
o
24
1
24
1
5/1000 s. f. stru ctu re( s)
CLEAR ZONE NOTD
NO PERMANENT OBSTACLES
ARE TO BE ALLO'WED 'WITHIN
THE DESIGNA TED CLEAR
ZONE AREAS.
~
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~ ~ I VI eJ9 N~,~ I CONSTRUCT 6. FIRE HYDRANT ASSEMBLY
w ~ VIA 8.x6. WET TAP AND VALVE. THE SOUTH 20' OF THE EAST 200' OF THE WEST 270' OF
~ i= ,;) I 6ilj ~ r; THE SOUTH\IoEST 1/4 OF THE NORTHWEST 1/4 OF THE
,'... Iii I, I, VI NORTHWEST 1/4 OF SECTION 18, TO'MIlSHIP 20 SOUTH,
~ 0 RANGE 18 EAST.
i=w ~~ I
~ ~ 2,00' CLEAR ZONE: I., <0 :z iSOU11-I LINE Of CORAL COVE fIT
MAX, SLOPE: ! 625'-" I- 73,5 4 745
. J7. l'i7 ," I I f/T, 74,32 74.34 S 89031 '57" 1"),' I\!T 74,:\6 E-l.2',
M~~~:~E.-= 72.B~ _I .,'" 7r-~)( fCM .X4., 1,>0\ S-O,\ 74.l8 ~ 10' OAK .~ ~. OAK E \ 2,0.00 6'WF ~1.0:"""'" N-1.4 S 00008' 02" E
6.257. , '1' 7/" / : it:/" '{ X"'.J 'SILTATI01Il SCREEN 1 x.J t xJ fcl 4.X4.
~.'~.'0~~~~~E:E;04 ~ ~I' I(~; ~~ \ ~ W t-~ ~74,24 ~ ~l~;O]AJ< X74.49 \ SILTATION ~~~~~A~~OP ~ 20.00'
C=,/R 21 - DETAILS ':'~iN~l. ~ ~ ~ SOU11-I LINE Of THE SW 1/4 Of 11-IE 1fL . c:::=J c:::=J c:::=J c::::::::::I ~..t;;;:::=l ~ c::;:::;L..- ~.'- ~,5 FIT S 89031 '57"
l '~ .' Ii /.L NW 1/4 Of 11-IE NW 1/4 Of SECTION 18-29-1- ~ . o' '. 5 6 7 8 9 10- ~ ,., 12 . ., ~\....
72.8!5 ' ' Ji I - DERGRouun .... E-1.0' 511.1.0 1 '
.... V ,icip,'J.U)NF'IINF' 2300 I ~ t:e'....,., .... 900' . ,', 0.' 0' '" ~-0.9'
S 89'31'57. E , t' ~, ~:8i"'" 'c:o:. "REc.1l! SPACe. N 89'31'57. W -r'yp-- 00:. " . ,"", .. / f'WI"
I 5O:'6tr- - . ';:, +- IP:I - - 1--I.:t.E - i--X Z- ~ ~ 3' - -- ---; - . --.....1-- -- - - - ~ I-- -~ ~.1 -~. .
, ,1, ~ ~J l ,^ I~ 1t:'" 0 NOT ENTER .ON T.... 0" '.;,'::, 1- >- : : -: -: : :- . . ,~CM ;~4. 74,!5{: 6'~
EXIST. 8. W.M. 7].-..J::, ' "', NE WAY ONLY '5 'i'- -GREEN SPA€E . E-0.5' \ T
'I . g - . . . . .. S-I.9' \
22,12' Me'. _ ...-.e WA'I4JRI~ ~04~ ~ ~ ~ < I --B--- .. 9.B?' . . . \ 74
6. VERTICAL CURB '.... ,..;',.". ;;: - - - - - - _ T 745 ........... 12,OR n \ WHEEL STOP \
o 6~:~~~~. RIGHT- .':Ir ,~'l, : ,:; ~ RI..7:~~.7 R~.;~K 3~.;.62 - -.'11100, - - - - -'-- :.0- ~,~ C9YO~_ 58X:5~'70 g 1:5 U ~ ,TYPICAL) \
SHOULDER 1 ,II. - . I.J . &- ----cREEN SPACE<~ ~ ~ ~ o~a: ~ ~ \ \
<{ 6.0' CLEAR ZONE ~ -/ -:- ~I\ ~ ~: . : tho (SEE NOTE 11-IIS SHEET) I ~F 14 F~< \ \
MAX SLOPE .s; 6.25" e !
o HC RAMPS PER /' .'~: I ~ I~l'--DO t-l....r ENTER SIGN I :::: i:::: . ,,- 7 15 n ~ ~~~A",~ \
6~~~~~~ i;D~~K 0::: f.'D.'O.T. INDEX 304 , ~ I 71 ~ ~ ~I ~ONE '~~,Y ONLY EXISTING BUIL1biNG TO BE RENOVATED ~':':r:-:': ..;.~- <? '<- /.... 0" '~'24" 05"1> 11' U!" ~
CR 21 - DETAILS . \ / ~ <I '" . . . 0 .' 0 . 0 . . . ~// / . . .' . . 0 '8.,rO.AK 0 . .
TO REPLACE EXISTING I ,I C'j ~; PROPOSE'D 5' SIDEWALK er 1 '"
~tO~~~~:~~LTJ~:Rir~1DARDS I 81 1,.;/):; ,/.,..~ '~io fOR~'~~;;~::~~~~BUILDING I ENTRy............ ~(-:.:-:-:/~ ~ ~ 1-:':-" :-:l-:-:-?u; 16 ~ '"
f.D. 3.8'% BETWEEN PROPOSED a:::: ~ ~. II f"" :,., ..' '~;;:15. '-'.'rL':I~o i ~t:~.,; OCCT * 111 S. BELCHER ROAD I 1 1/2 STORY MASONRY WAREHOUSE ~,. ~ I. : . : . : . : 0'7/ X ~ I: 0 : . :..:y. .':':' c . : . : ~i ~~ ~ '\ 74,5
SIDEWALK AND EXISTING CURB ;> I '< ~g.";;.,.;;;;:.o;// ~:':':':I-:':' 24tO:O'b.nll> 19:::~~ -xilj )
TO BE SODDED AND RESTORED ;-. 1 J,,' I' TYP, lii ~ :z:
PER CURRENT f,D.O.T. STANDARDS W ~ . : ::c \ I '-' ~ PROPOSED 5' SIDEWALK PARALlEL PARKING SPACES ~; .,' , " / ,..'.. j . ~17' . 0 I' .. 1'1' ~It::~ 0 S
SHOULDER ~ 73.20 ~ I ~ ~ 0 I '" CONNECTION TO EXIST. No. 1,2,3,4,22,23,& 24 ARE ~'~r.' '.5.0'.,$IO~WALK' "... . .' . ":a.~.'&..,....... FENCE TO SURROUND ~:z:~~ /
~A~~t~~~~O~.~5" I! ~~' \,24 \ lz I I ~~~fl~SR~~:.t~g~TO I ~:~~3~~~C~I~~N1Si?~9' "'~o:-.:II":-""~'~:"""'7'O"'~':-"':~fl\"4:~.l~~''!. '. ...,.:-.: DUMPST$I PAD. 18 n :z: ~~~~ /
I' '1 I STANDARDS. All. 011-lER SPACES ARE 9'xI9' I ~':.o ~ U I::J ~~~- - .-/
U . \ \ \ j-.. .C.PARKINGINREARSIGN '" - . . . . . . . " '\~.... ,0 '0 5 ~-~~ /-
". 4!7!5 .,; /r-ONE WAY ONLY SIGN!5'OAK 6'UNKNO....N .,; . .0.1' . . 0 0 0 . . 0 . . .' , 7~ ~/:fbo '.. 0 0 ~ ~ III l:4~
""~ ~ \ -' ~.~~, 10.0' IX AvoJ..,/ 81.1' ~_ 8'UNKNO....N 6'UNKND~ ":~.. . . . . . . . . . . .' ^' ........ t-.~',.:.1. .~..~AK 19 l5 8lii y:/
--.J H.C. RAMPS PER ':" 111 \\ I ii.:r"l~~ ~ )(. J' ?) ~~ ~' .). , . . , . . . 0 ,'<- F -~!Ioi
h- -....... 1)1';;- I .. ,/ . . . . <:;,<:;, \":"'u, 'J ~ I~ r-: ~
w f.D.O.T. INDEX 304' I \ \ UltrA 3046' [7"" 3,00' 00 % EXISJ!N€;-~ _ -2.4,5 . l!5~RAi.N' 0 . .' . ~'PROPOSED SINGLE ~ 17l Ie ~ ~~
CR 21 - DETAILS 14,~." I \ ...... ,f11!J (lit. / 24 g~ /' 23 22 - - -.:..:...;' . . DUMPSTER PAD 20
I ' 'r ,4 ~w ' ',,( '\J ~ 24'PALM ~ 1--1 . . 0 PER CITY Of CLEARWATER DIRT ~
SIDEWAlK SLOPE TO MEET CD . ( , 'LA ..:,: J ..... '- ./" ./' ..- l ~ _ 53,96' REQUIREMENTS. "I I ( AREA
CURRENT ADA STANDARDS. ..l~ ,..i7.~ 5 .,' , 74,12 "'- - - - - --- X74,69 X74,69 ,~~~ ::':~_ ~ - (Sff--6ETAtl;-f'eR 5PEetflcs)€:>~ n \
SEE f.D,O.T. INDEX 515 (~ ~.ll'-- -4 1-.-1 'I----'--,- 'lJ},f.' ~~ ~ X _./ J.~,5 ~ r---^.... IOB,73' :; ~ ~ ~ --;;::::~~, lclPaAK - --... 21 U \
:5 Of 6 (M-24) - DETAILS L-> t!J - ..:~ ~..1,1,<./ -=v-- g --1lN[ WA'f'1lRI'L- _ ~ ~.... '\ 7r17 4' OAK
-..z:::= hil;~ j f1 ..... ";' -: \ <I' .......--RELOCATED POWER t?Ol E r ,. ....._.: - l J ~~'~K \ ,~OAK I ~~AK \
"I -H.b8 . ,~ 74.40 ( ,...,... EX:ISTING E.O.'Ji..~_ ~ ~. "" ~ ~ - y -.
CONSTRUCT FOOT APPROVED 10'xl0' 7703:' '~' ,,~0II0 OIl" ~ r. -I-- OII"~. .... '~ """ ..,~ """ ~~ "... )(',~ ~ ---x- r. ~~ " OHW '""ED -() 74,1 \
URBAN FLARE. TO MATCH f.D.O.T. ....-- ' .11 m (" ~ 011..,-, -:-" ~ ,~ 1'I'I.illi' - ,
STANDARD 515 (2 of 6). H,C. RAMPS PER hi IYW I. "-ONE WAY ONLY SIGN '-//;!5'33 ~ --- /'/
(CURB AND GUTTER CONSTRUCTION) f.D.O.T. INDEX 304 /. 'IJ ' T ~~~IIa.EGIBLE "~~~7~'86 N ~ 0" ~ l.....j WI / r ~ I -. .'J' T I fS(!0.2' \
CR 21 - DETAILS 1 .7 74,:51 75 OAK U:::J u u 'I IL I, \. '" -
, . '. I FPP1. 2 STORY "ASONRY BUILDING \ 74,5
2.00' CLEAR ZONE ' I- N"0.7' SILTATION SCREEN ... SILTATION SCREEN
MAX. SLOPE ~ 6.25% / 11" :" -0-----0--- ~ 75
M~~,O'sE5~~R~ Z~~~:( H ~: I I ~R~~~~KC~~I~rkO ~~ R~~~~~ TO
I ~ ',,',,',. '"..: I SHOULDER POWER LINES.
6.0' CLEAR ZONE
EXIST. 8. W.M. /' ' , MAX SLOPE ~ 6.25"
NO STREET SHALL BE CLOSED 'WITHOUT THE 'WRITTEN PERMISSION OF THE PINELLAS COUNTY TRAFFIC
DIVISION. A T LEAST 48 HOUR ADVANCE COORDINA TION IS REQUIRED,
Total
INTERIOR LANDSCAPING
No. of trees provided:
o
25
25
L.
o
SEE LANDSCAPE PLAN
M.
ANY PORTION OF THE ROAD'WA Y THA T SUSTAINS EXCESSIVE CONSTRUCTION RELA TED DAMAGE, IN THE
OPINION OF PINELLAS COUNTY HIGHL./A Y DEPARTMENT, SHALL BE REPAIRED A T CONTRACTOR EXPENSE
IN A MANNER SPECIFIED BY PINELLAS COUNTY HIGH'WA Y DEPARTMENT.
BUILDING SETBACKS:
North (side)
East: (rear)
South (side)
West: (front)
39 ft
166:f: ft.
28+ ft.
6 ft.
39 ft
166:f: ft.
28+ ft.
6 ft.
v/
10ft.
20 ft.
10ft.
25 ft.
CORAL COVE
PLAT BOOK 92, PAGE 31
LOT
1
NOTE(S):
ON SITE EASEMENTS: SEE CERTIFIED SURVEY
MAX BUILDING HEIGHT ALLOWED: 25.0'
EXISTING BUILDING HEIGHT: 24.0'
CONSTRUCT FOOT APPROVED 10'x10'
URBAN FLARE. TO MATCH f.D.O.T.
STANDARD 515 (2 of 6).
(CURB AND GUTTER CONSTRUCTION)
E ~SOU11-I LINE Of CORAL COVE
FIT
N-0.7'
~"SRC
fiT !"13,61
W-5.7'
S..3.2'
MUNICIPALITY: CLEARWATER
POTABLE WATER SERViCE CITY OF CLEARWATER
SANITARY SEWER SERVICE: CITY OF CLEARWATER
POWER & STREET LIGHTING: FLORIDA POWER CORP.
FIRE DISTRICT: 05 - CLEARWATER
FIRE PROTECTION: FIRE HYDRANT
SIDEWALK SLOPE TO MEET
CURRENT ADA STANDARDS.
SEE f.D.O.T. INDEX 515
:5 Of 6 (M-24) - DETAILS
,..-
GARBAGE DISPOSAL FACILITIES: DUMPSTER
GARBAGE DISPOSAL BY PICKUP SERVICE
o
.
o
o
- 74
FUGITIVE DUST SHALL BE CONTROLLED BY ON-SITE WATERING
OF CONSTRUCTION AREA BY SITE CONTRACTOR ON AN AS-NEEDED BASIS
NO ON-SITE BURNING WILL BE ALLOWED
,..-
1'---__
-
~
74.47
..
..
N
o
..
CX)
o
o
o
o
z
THERE ARE NO LAKES, MARSHES, SWAMPS, OR OTHER
JURISDICTIONAL AREAS WITHIN THE PARCEL'S BUILDABLE AREA
LANDSCAPE REQUIREMENTS-SEE LANDSCAPE PLAN
FLOOD ZONE "X"
COMMUNITY PANEL NO. 12103C0128G (F,E.M,A,)
EFFECTIVE DATE: SEPTEMBER 3, 2003
~
Co
6'WF
74,36
fiT
N-0.2' 10..
,JiSRC
fiT
W-0.5'
N=0.2'
"r :
( I ' ' .
1 , , '
\....: !
~ TREES TO BE REMOVED
GREEN SPACE NOTE:
11-IE PROPOSED SITE HAS A MINIMUM Of 14" INTERIOR GREEN
SPACE Of GROSS VEHICULAR USE AREA.
r : G~EE~' ~P~CE: . : -1
PORTIONS Of EXISTING SITE TO BE PAVED WI SUBBASE, BASE, AND ASPHALT:
ALL 11-IICKNESSES ARE MINIMUM
BASE COMPACTION TO MEET 98" UNDER AASHTO T-180
SUBBASE COMPACTED TO 98" DENSITY UNDER AASHTO T-180 MEASURED AT SURfACE
SUBBASE TO BE NOT LESS 11-IAN 9" Of' GOOD CLEAN ACCEPTABLE MATERIAL
COMPACTED TO NOT LESS 11-IAN LBR-40
FIR F'OUND REBAR NO C/1oP SIZE /!oS NOTED
fOP fOUND OPEN PIPE SIZE /!oS NOTED
FPP fOUND PINCHED PIPE SIZE /!oS NOTED
f .x:. CUT fOUND .x. CUT IN CONCRETE
FRC fOUND REBAR AND C/1oP
fCM fOUND CONCRETE MONUMENT SIZE /!oS NOTED
SIR SET IRON ROD
SRC SET 1/2. REBAR AND CAP LB 16168
SN&:D SET NAIL AND DISK LB *6168
N&TT NAIL AND TIN TAB
. GAS VALVE
H WATER VAlVE
FIRE HYDRANT
DRAINAGE MANHOLE
SANITARY MANHOLE
LIGHT POLE
PARKING LOT DATA
BUILDING AREA = 5,000 S.F
NO. OF PARKING SPACES = 25 TOTAL
1 H.C. SPACE
24 REGULAR SPACES
PARKING REQUIRED= 5 SPACES X 5,000 SF = 25 SPACES
1000 SF
EXISTING
PROPOSED
l r"n" ' ~~ - __~o >: ~r:~~ ~,V ~--\f--D- '.
l ,\ ~ \ L..::::J
\ \... ..:__: w ,
I ,I I '~'----_.- II i
I .. <, ~ \;
i i': \ OCT I 4 2004 i '-.:.../
'____J
'f",',I-rJl
~
h
~
~
IMPERVIOUS CALCULATIONS
SCALE : 1 "== 20'
I
I
I
I
I
I
I
I
I
LEGEND
I
i
~~
BRL BtARlNG REFERENCE LINE
POL POINT ON LINE
(R) RADIAl
(C) COMPUTED MEASUREMENT
(D) DEED
(M) MEASURED
(P) PLAT
POB POINT Of BEGINNING
PCP PERMANENT CONTROL POINT
POC POINT OF COMMENCEMENT
PC POINT Of CURVATURE
PRM PERMANENT REFERENCE MONUMENT
TBM TEMPORARY BENCHMARK
PI POINT Of INTERSECTION
fIT FENCE TIE
s/w SIDEWALK
OHW OVERHEAD WIRE
't. CENTERLINE
Wf WOOD FENCE
CLF CHAIN LINK FENCE
Rlw RIGHT-Of-WAY
C SPRINKLER CONTROL BOX
EIP EDGE Of PAVEMENT
EXISTING BUILDING
5,000 SF
TOTAL EXISTING IMPERVIOUS
18,710 SF
REMODELED BUILDING 5,000 SF
PROPOSED ASPHALT 11,678 SF
TOTAL IMPERVIOUS 16,678 SF
',1, ,'.'.,\ T '-lJ,
EXISTING ASPHALT & CONCRETE 13,710 SF
REDUCTION ON IMPERVIOUS = 2,032 SF
ANY EXISTING CURB WHICH IS DAMAGED AND OR
HOLDING WATER SHAll. BE REPLACED AS DIRECTED
BY 11-IE PINELLAS COUNTY HIGHWAY INSPECTOR.
NOTE FOR DRIVEWAY CONNECTIONS WITHIN THE PINELLAS COUNTY RIGHT-OF-WAY:
POWER POLE
~ CABLE BOX
.... ' TELEPHONE PEDESTAL
. ELECTRIC BOX 0 - EXISTING ELEVATION
~ - PROPOSED ELEVATION
C/T CURB TIE
NacD NAIL AND DISK
~ WATER METER
-<) GUY WIRE
e METAL POST
111
PROPOSED SITE LAYOUT
RETAIL BUILDING IMPROVEMENTS @
S. BELCHER RD, CLEARWATER, FL 33765
SHEET 3 OF 7
SUBMITT AL DA TEl
\2004
THE DRIVEWAY CONNECTIONS WITHIN THE RIGHT-OF-WAY SHALL BE A MINIMUM
6" THICH, 3,000 psi CONCRETE WITH 6"x6" WELDED WIRE FABRIC (REINFORCING FABRIC).
s I,. '.:. ~.'::: "'. "I' ""'.\:', ': '"~
,,'. , " '.,CONCRETE'.. ..
. s: . '.~;'I', '~ : '''. :. " :\.' "~ :'.',
NOTE:
PARKING LOT TO BE OVERLAID WITH 1.5" TYPE S-1 ASPHALT
PARKING LOT GRADES TO REMAIN UNCHANGED( LEVELING ASPHALT TO BE USED AS NECESSARY)
SPACES TO BE STRIPPED BASED ON 90' PARKING REQUIREMENTS
GRAPHIC SCALE
DESCRIPTION
SCALE: 1" =
It
EL IELEVATlON
'~
10
I
20
I
40
I
80
I
00
JULY 2004 ORIGINAL SUBMITTAL
REV
DATE
20,00'
SEE SHEET 7 OF 7 FOR MAINTENANCE OF PEDESTRIAN TRAFFIC DETAILS
( IN FEET )
1 inch = 20 ft.
~
GALEN JAY HOFMANN, p, E,
6620 AIRW'AY BLVD,
NEW' PORT RICHEY, FL 34654
(727)644-76B6