FLD2005-04035
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ORIGINAL
FLD2005-04035
415 ISLAND WAY
Date Received: 04/28/ 00.5
iU 1, APR 282005 :JJ
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PLANNING & DEVELOPMENT
t SERVICES
L__ _ cr:;-y OF CLEARWATER
ZONING DISTRICT: IEOD
LAND USE: RH
ATLAS PAGE: 267B
PLANNER OF RECORD: NOT ENTERED
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CITY OF CLEARWATER
PLANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TElEPHONE (727) 562-4567 FAX (727) 562-4865
loNG RANGE PlANNING
DEVELOPMENT REviEW
August 22, 2005
Mr Housh Ghovaee
NorthsIde Engmeermg ServIces Inc
601 Cleveland Street, SUite # 930
Clearwater, Flonda 33755
RE Development Order - Case No FLD2005-04035 - 415 Island Way
Dear Mr Ghovaee
ThIS letter constItutes a Development Order pursuant to SectIon 4-206 D 6 of the Commumty
Development Code On August 16, 2005, the Commumty Development Board revIewed your request for
FleXible Development approval to permIt 20 attached dwellmgs wIth a reductIOn to the mlmmum lot
Width from 150 feet to 14463 feet, reductIons to the front (west) setback from 25 feet to 12 feet (to
pavement) and from 25 feet to zero feet (to trash stagmg area), reductIons to the SIde (north) setback from
10 feet to five feet (to patIOS) and from 10 feet to eight feet (to pavement), reductIons to the SIde (south)
setback from 10 feet to five feet (to patIOS) and from 10 feet to 7 6 feet (to pavement), a reductIOn to the
rear (east) setback from 15 feet to zero feet (to pool deck), an mcrease to bUIldmg heIght from 30 feet to
43 17 feet (to roof deck) With penmeter parapets of 5 5 feet (from roof deck) and an additIOnal 13 67 feet
for an open rooftop pavIlIon (from roof deck), as a ReSIdentIal Infill ProJect, under the provISIons of
SectIon 2-404 F, WIth reductIOns to the landscape buffer along Island Way from 15 feet to 12 feet (to
pavement) and from 15 feet to zero feet (to trash stagmg area), reductIons to the landscape buffer along
the north Side from 10 feet to five feet (to patIOS) and from 10 feet to eIght feet (to pavement) and
reductIOns to the landscape buffer along the south Side from 10 feet to five feet (to patios) and from 10
feet to 76 feet (to pavement), as a ComprehenSive Landscape Program, under the provISIOns of SectIOn
3-1202 G The Commumty Development Board (CDB) APPROVED the applIcatIOn WIth the followmg
bases and condItIons
Bases for Approval
1 The proposal complIes WIth the FleXIble Development cntena as a ResidentIal InfIll Project per
SectIon 2-404 F
2 The proposal IS m complIance WIth other standards m the Code IncludIng the General ApplIcabilIty
Cntena 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 fmal deSIgn and color of the bUIldmgs be conSIstent WIth the conceptual elevatIOns
submItted to, or as modIfied by, the CDB,
2 That a Umty of Title be recorded m the public records pnor to the Issuance of any pem1lts,
FRANK HlllBARD, MAYOR
BIll JONSON, VICF-M1\YOR
HoYT HAMIlTON, COUNUIMFMBLR
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JOHN DORM COUNCIl \lE\lBfR
CARl LN A PLTEH~I 1\, COlINCII ME\1lJ1 H
"EQUAl EMPI OYMrN I AND ArnRMA 11VI: Ao ION EMP! 011 R"
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August 22, 2005
Ghovaee - Page 2
3 That the pavIlIOn on the roof of the eastern bUIldmg be open-aIr and not be enclosed m any manner,
4 That the utIlIty SIte plan be reVIsed prIor to the Issuance of any permIts to show utIlIty lInes along the
north and south property lInes placed as close to the bUIldmgs as possIble to provIde adequate
landscape plantmg areas,
5 That the SIdewalks from the staIrwells for the eastern bUIldmg be reVIsed to meet BUIldmg Code
reqUIrements prIor to the Issuance of any permits,
6 That the sIte gradmg plan be reVised pnor to the Issuance of any permIts to mdIcate the pool deck
elevatIOn not exceedmg one-foot above grade,
7 That the SIte and landscape plans be reVIsed pnor to the Issuance of any permIts to show a four-foot
hIgh opaque fence or wall along the north and south property hnes to screen off-street parkmg from
the adjacent parcels,
8 That boats moored at the eXIstmg or future dock, lIfts and/or slIps be for the exclUSIve use by the
reSIdents and/or guests of the condommIUms and/or townhomes and not be permItted to be sub-leased
separately from the condommIUms and/or townhomes,
9 That future slgnage meet the reqUIrements of the Code and any freestandmg SIgn be a monument-
style Sign a maXImum four feet m heIght, deSIgned to match the exterIor matenals and colors of the
bUIldmg,
10 That all apphcable reqUIrements of Chapter 39 of the BUIldmg Code be met related to seawall
setbacks,
11 That all proposed utIlItIes (from the rIght-of-way to the proposed bUIldmgs) be placed underground,
12 That a condommIUm plat be recorded prIor to the Issuance of the first CertIficate of Occupancy,
13 That all Parks and RecreatIon fees be paId prIor to the Issuance of any permIts, and
14 That all FIre Department reqUIrements be met prIor to the Issuance of any permIts, mcludmg any
extenSIOn of the fire rIser to the north for the future docks
Pursuant to SectIon 4-407, an apphcatIOn for a bUIldmg permIt shall be made wlthm one year of FleXible
Development approval (August 16, 2006) All reqUIred certIficates of occupancy shall be obtamed
wIthm one year of the date of Issuance of the bUIldmg permIt TIme frames do not change WIth
succeSSIve owners The Commumty Development Coordmator may grant an extenSIOn of tIme for a
perIod not to exceed one year and only wIthm the orIgmal perIod of valIdIty The Commumty
Development Board may approve one addItIonal extenSIOn of tIme after the commumty development
coordmator's extenSIOn to mItIate a bUIldmg permIt applIcatIon
The Issuance of thiS Development Order does not relIeve you of the neceSSIty to obtam any bUIldmg
permIts or pay any Impact fees that may be reqUIred In order to faCIlItate the Issuance of any permIt or
hcense affected by thIS approval, please brmg a copy of thIS letter With you when applymg for any
permIts or lIcenses that reqUIre thIS prIor development approval
AdditIonally, an appeal of a Level Two approval (FleXIble Development) may be mItIated pursuant to
SectIon 4-502 B by the applIcant or by any person granted party status wIthm 14 days of the date of the
CDB meetmg The filmg of an applIcatIOn/notIce of appeal shall stay the effect of the deCISIon pendmg
the final determmatIon of the case The appeal perIod for your case expIres on August 30, 2005 (14 days
from the date of the CDB meetmg)
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August 22, 2005
Ghovaee - Page 3
If you have any questIOns, please do not heSItate to call Wayne M Wells, Planner III, at 727-562-4504
You can access zomng mformatIOn for parcels wIthm the CIty through our websIte
www mvclearwater com/gov/depts/plannmg *Make Us Your Favonte'
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Planmng DIrector
S IPlanmng DepartmentlC D BIFLEX (FLD)\Inactlve or Finished ApphcatlOnslIsland Way 415 Condos & Townhomes (MHDR) -
Approvedl1sland Way 415 Development Order doc
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CURVE TABLE (p & F)
CURVE ARC DELTA RADIUS CHORD CHORD BEARING
C1 19,18' 07i9'JJ" 150,00' 19,17' S 20'28'1 J" E
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DEMOLITION NOTES
LEGEND
DEMOLITION OF THE SITE INCLUDES
THE REMOVAL/RELOCATION OF
ALL EXISTING STRUCTURES WITHIN
PROJECT AREA, PAVING AND
BASE, UTILITY LINES (SANITARY
SEWER, STORM PIPES, WATER
LINES, POWER POLES, OVERHEAD
AND UNDERGROUND POWER AND
TELEPHONE CABLES, GAS LINES,
TREES, SHRUBS, ETC,) AND IS
NOT LIMITED TO WHAT'S SHOWN,
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1, EXISTING ABOVEGROUND UTlUTY FACILITIES
IN THE PUBUC RIGHT-OF-WAY TO BE RELOCATED
AND / OR PLACED UNDERGI~OUND WHEN
THE PROPERTY WHICH THE UTILITIES SERVE
IS REDEVELOPED.
2, FOR DEVELOPMENT THAT DOES NOT
INVOLVE A SUBDMSION, ALL UTILITIES
INCLUDING INDMDUAL DISTRIBUTION LINES
SHAlL BE UNDERGROUND UNLESS SUCH
UNDERGROUNDING IS NOT PI~CTICABLE
3, ALL UNUSED DRIVE APRONS AND/OR PARKING
SURFACES ARE TO BE REMOVED IN ITS
ENTIRETY, BY THE CONTRACTOR, AT THE
APPLICANT'S EXPENSE. THE I~IGHT -OF -WAY'S
ARE TO BE RESTORED WITH NEW SIDEWALK
AND SOD AS REQUIRED,
4, ALL UTIUTY POLE RELOCATIONS TO BE COORDINATED WITH THE OWNERS
OF SUCH FACILITIES AS NOTED ON DRAWINGS. A 2' HORIZONTAL
CLEARANCE FROM EDGE OF SIDEWALK TO ANY VERTICAL OBSTRUCTION
WILL BE MAINTAINED. POLE I~ELOCATlON WILL ACCOMMODATE
PROPOSED SIDEWALK AND/OR DRIVE APRON INSTALLATIONS
WITHIN THE RIGHT-OF -WAY,
5, THE CITY OF CLEARWATER, AT THE APPLICANT'S EXPENSE, WILL
REMOVE/RELOCATE ANY/ALL WATER METERS THAT HAVE TO BE
RELOCATED AS PART OF THIS DEVELOPMENT, INCLUDING REClAIM
WATER METERS, (NO METERS SH~ BE LOCATED WITHIN Nff IMPERVIOUS AREAS).
REMOVE:
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REMOVE EXISTING STRUCTURES, DECK AND FOOTING,
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REMOVE CONCRETE PADS AND CONCRETE WALKS TO THE
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7 ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF
TREES, SHRUBS, PIF'ES, INLETS, GREASE TRAPS, SIGN,
AND POLE BASE SHALL BE FILLED WITH APPROVED
SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO
95% OF MAX DENSITY,
8 OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND
CONSTRUCTION DEBI~IS SHALL OCCUR IN SOLID WASTE
DISPOSAL FACILITIES APPROVED BY F,D,E.P., AND
PINELLAS COUNTY,
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04/01/05 1
Descri tion
PER CITY
EX. TREE LEG END:
0 = OAK TREE
0 = UNKNOWN TREE
* = PALM TREE
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1, TRASH CONTP.lNERS WILL BE ROLLED OUT TO STAGING
AREA BY 7:00 A.M, AND ROLLED BACK INTO TRASH ROOMS
BY 7:00 P,M, ON GARBAGE PICKUP DAYS,
2, EXTERIOR LIGHTING WILL CONSIST OF
FIXTURES ATT.A.CHED TO THE BUILDING AND LIGHT WILL NOT
INTRUDE ONTO ADJACENT SITE.
3, ANY NEW COI\lCRETE DRIVEWAY APRON(S) CONSTRUCTED WITHIN THE
RIGHT-OF-WAY SHALL BE A MINIMUM OF 6" THICK FIBROUS CONCRETE
AND A MINIMUM OF 3000 PSI WITH 6"x6", 1 Ox1 0 W,W,F, SIDEWALKS
SHALL NOT BE CONSTRUCTED WITH IN THE APRON(S),
4, ALL SOD, SIDEWALK, CURB AND SPRINKLER DAMAGE, IF ANY, WITHIN
THE RIGHT-OF-WAY SHALL BE REPAIRED/REPLACED PRIOR TO
ENGINEERING FINAL INSPECTION,
5, A SEPARATE RIGHT-OF-WAY PERMIT WILL BE REQUIRED FOR ALL WORK
WITHIN THE R,O.W,OF ANY OF THE ADJACENT STREET(S) THAT ARE ASSIGNED
TO THE CITY,
6, ALL MECHANICAL EQUIPMENT WILL BE LOCATED
ON THE ROOF.
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7, CONSTRUCTION EQUIPM ENT MUST NOT BE
PLACED IN THE ROADWAY AS TO BLOCK
ACCESS TO THE FIRE HYDRANTS OR TO OTHER
PROPERTIES ON THE ROADWAY FOR EMERGENCY
VEHICLE ACCESS,
8. THE CllY OF CLEARWATER WILL PROVIDE WATER TAP, SET THE WATER MffiR
AND A B,F.P.D. (BACKFLOW PREVENTIOH DEVICE), IF APPUCABLE. APPUCANT
IS RESPONSIBLE FOR All. ASSOCIATED FEES AND All. IJTHER INSTAllATION FEES,
9. THE iOWNHOMES- ARE THIREE STORIES IN HEIGHT AND St-Wl. BE SPRINKLED
IN ACCORDANCE WITH FIRE CODE REQUIREMENTS.
10. ALL UTIUTIES ON-SITE, INlCLUDING ELECTRIC, CABLE AND rELEPHONE
UUST BE UNDERGROUND,
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EB #5936
I NES Comm.: 0519 I
I Drawn By: B.JoV. I
I Checked By: H.G. I
/ /
04/01/05
Oescri tion
PER CI1Y
z
<C ~ ......
CO
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0
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20 0 10 20 40 ::>> ~ ~ ...I
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n-us DRAWING IS AN INSTRUMENT Of ~;milCE IIND 5n'u.. REMAIN THE PROPERlY or THE
ENGINEER, AND SIW..L NOT BE Rf.f'RWIY'..ED, ;-VEI.lSHID or USED IN Nf( WAY WITHOUT
THE CONSENT OF THE ENGlkER. ~COPYRIGHT 2005 NOT PUBUSHED
C5.1
1 ,
f'" C t ""--- _-4 - (l&'(~~ 0 91~
RAM A, GOEL, Jlh.D., P.E. 147431 ,--
COPIES OF THESE PLANS ARE NOT VAUD UNlESS
EMBOSSED -WITH THE SIGNING ENGINEER'S SEAL
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."x3/S""
ANCHOR STlJD
GRATE fR.6.ME W/STUD. STm.
FRAME W/2 ANCHOR STlJDS
PER SIDE - EQUAl CENTERS.
G,t,lVANIZE N1ER fABRICATION
VI
W
~
NOTE:
1, CUT PIPE FLUSH
w/lNSDE FACE OF
WAlL
2. MORTAR BonOM TO
MATCH INVERT OF
OUTFALl. PIPE.
ANCHOR
8TAN>ARD DETAL
.
-
-
- CAST IRON RETlCUUNE
GRATE, TRAmC lYPE
(H-20 LOADING) W/2 SIDED
GRATE SEAT
_ 8. CONC, WALL
4000 PSI 0
28 DAYS
14 ; 012. O,C.E.W,
.
co
INLET DET AL
N,T,S.
2. TYPE PC-1
~ ASPHM.T 0 1/'"
PER FT. MIN.
EXCEPT AS NOTED
~\\\\ 1I11-~ III~I:::: ~~-IIII:\1I==\I1 . ." U"EROCK BASE
== - - ~ F.D.O.T, CERTIFIED
COMPACTED TO
98" MAX. DENSITY
PER MSHTO-1 ao
12. SUBBASE
STABILIZED
40 LB,R,
COMPACTED TO
98" MAX. DENSITY
PER MSHTO-180
IN R.O.W. PAVING SECTION
N,T,S,
SEE PlAN
P/l
Pt.N:E SOD t /2"
IlEL.OW PAVEMENT
FIN. GRADE PRIOR
TO SOODlNG
POSITIVE DRAINAGE (4:1 MAX)
MEET EX.
""~ COMPICTED GROUND
P/l
SEE PlAN
PlACE SOD 1/2"
BElDW PAVEMENT
nN. GRADE PRIOR
TO SODDING
POSITlVE DRAINAGE (4:1 MAX)
MEET EX.
COloIPICTED GROUND
GROUND TRANSITION
AT THE PROPERTY LINE
N.TS.
1-1/2" ASPHALT 0 1/4"
PER FT, MIN.
EXCEPT AS NOTED
6" L1MEROCK BASE
F.D.O,T, CERTIFIED
COMPACTED TO
98" MAX, DENSITY
12" SUBBASE
COMPACTED TO
9a,; MAX, DENSITY
ON SITE
PARKING & DRIVEV~'AY SECTION
N,T,S,
PLACE SOD 1/2"
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
~ _____ POSITIVE DRAINAGE
~-''^~ CO"PACTED GROUND
PLACEMENT OF
SOD AT PAVEMENT
N,T,S,
ROOF DRAIN
FIN. GROUND
unUlY WITHIN 5' OF BlDG.
BY PLUMBING CONTRACTOR.
nNAL CONNECTION BY PLUMBING
CONTRACTOR UNLESS OTHERWISE
COORDlNAlm BY THE G.e.
UTILITY CONNECTION
AT ALL BUILDINGS
N.T,S,
~ MEDIUM BROOM
FINISH CONC, WALK
r FINISH GRADE TO
1" BELOW
EDGE OF WALK
2' LEVD.. .
SHOWlER VARIES (SEE PLAN) ~
IIIII:~I~ :~~~~:':'~';4~':" ~~Fr r~II:1 I
- 11113111= II ~II -
"-- COMPACTED FILL OR
UNDISTURBED SOIL
FINISH GRADE TO
1" BELOW
EDGE OF WALK
MEDIUM BROOM
FINISH CONC, WALK
EXPANSION JOINT
1-1/2" RADIUS
VERTICAL CURB
PAVING
BASE
COMPACTED
SUBBASE
NOTE:
PROVIDE 1/4"
CONTROL JOINTS
o 4'O.C., 5' O.C.,
a' O.C., OR 12' O,C,
& 1/2" BITUMINOUS
EXPANSION JOINTS
o 40' O.C, FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER,
CURB/W ALK DETAIL
N.T.S,
HANDICAP PARKING
STRIPING DET AIL
NTS
WHEN SIDEWAlK IS
TO BE REMOVED .t/OR
NEW SIDEWALK IS to
BE ADDED, IT IS TO
BE REMOVED TO mE
NEAREST EXPANSION
JOINT,
NOTE:
PROVIDE 1/4"
CONTROL JOINTS
o 4'0.C., 5' O,C.,
a' O.C., OR 12' O.C,
& 1/2. BITUMINOUS
EXPANSION JOINTS
o 40' O.C, FOR 4'
SIDEWALKS, 50' O,C,
FOR 5' OR GREATER,
CONCRETE WALK DETAIL
N,T,S.
EACH PARKING
SPACE SHALL BE
CONSPICUOUSLY
STRIPED IN BLUE
AND WHITE PAINT,
AND SHALL BE POSTED
AND MAINTAINED WITH A
PERMANENT, ABOVE-
GRADE SIGN BEARING
THE INTERNATIONAL
SYMBOL OF ACCESSIBIWTY
AND THE CAPTION
"PARKING BY DISABLED
PERMIT ONLY..
SUCH SIGNS SHl'Jl. NOT
BE OBSCURED BY A
VEHICLE PARKED IN THE
SPACE, AlL HANDICAPPED
PARKING SPACES MUST
BE SIGNED & MARKED
IN ACCORDANCE WITH
THE STANDARDS
ADOPTED BY THE
DEPARTMENT OF
TRANSPORTATION
AND A.DA
SYMBOL SHALL BE 5 FT,
HIGH & WHITE PAINT COLOR
HANDICAPPED PAVEMENT SYMBOL
N,T,S,
BLUE
BACKGROUND
1-1/Z"R
.
IX)
WHITE
BACKGROUND
PARKm BY
DISABLED
PEIMT
ON.. Y
1" SERIES "c"
LETTERS
1/2" BLACK
BORDER
1,5"
1"
1.
1"
1.5"
WHITE .
BACKGROUND CD
$255 FIE -
F.8. 318.18 -
3" 6"
F1P - as
SIaN SPECFlCATION8
1. 18"x12" LOGO SIGN
2, 2 SIGN COMBINATION
REFLECTIVE SHEETING
3, LETTERS TO BE
1" HIGH SERIES "c"
4, SIGN TO BE MADE OF
AlUMINUM
5, POST TO BE MADE OF
GALVANIZED STEEL
(SEE DETAIL)
6, SIGNAGE PER ADA
REQUIREMENTS
HANDICAP PARKING SIGN DETAIL
N.T.S,
18-
NOTE:
ALUMINUM BARS 0 6" O.C,
TOP VIEW
SIDE VIEW
MITERED END SECTION DETAIL
N,T,S,
.""!'
PLACE CONC,
SLAB/WALK
4" BELOW FLOOR
REV, EXCEPT AT
DOORS REMAIN FLUSH,
EXPANSION JOINT
SLOPE AT 1/4"
PER FOOT
1 0: 1 MAX, SLOPE
SOD
NOTES:
6' MAX,
POST OPTIONS:
2"x4" OR 2,5-DIAM,
WOOD: l,33LBS.fFT,
MIN, STEEL
FILTER FABRIC IN
CONFORMANCE WITH
SEC. 985 F,D,O.T,
SPECS, OR EQUAL
EXIST.
GROUND
..
J
T&"
3' to
MIN, 18"
I.~~
11"1-
... \/l
tn'
PRINCIPAL POST
POSITION, CANTED
20' TOWARD FLOW
NOTE: SILT FENCE SHALL NOT
BE TRENCHED IN WHERE
ADJACENT TO TREES DESIGNATED
TO REMAIN,
THE SILT FENCE MUST
BE SECURED THROLGH THE
PLACEMENT OF FILL OVER
THE LOWER UP OF
THE BARRICADE,
OPTIONAL.
POST
POSITION
FILTER FABRIC
EXIST,
GROUND
BIL T BARRIER DETAIL
t-I,T,S,
-~
..
EXIST, SURFACE
SAW-CUT EXIST,
EDGE OF PAVEMENT
& BASE
NEW SURFACE
EB #5936
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EXIST, BASE
NEW BASE
NEW SUBBASE
NES Comm.: 0519
I Drawn By: B.J.V, I
I Checked By: H.G. I
PAVEMENT TRANSITION DETAIL
N.T,S,
1. PROVIDE 5'x5'x.-
THICK CONe. St.A9
o AU. EMERGENCY EXITS.
2. CONFORM TO NJfNE
DETAIL FOR Pt.N:ING
WAU<S AT THE BlDGS.
RADE
l"''Vorr-~
'."!\TER !,!AJN
STORl'.4 DRAIN
PLACEMENT OF CONCRETE
SLAB AT ALL BUILDINGS
N.T,S,
NEW BLOG,
. .
......:.
'0
'- -
. ...
FILL GROUND AROUND
BLDG. TO 3" BELOW
FIN, FLOOR ELEVATION
& SOD
MAX, SLOPE 4: 1
MIN, SLOPE 2"
::' ~
-.
.-~
GROUND PREPARA nON
A T ALL BUILDINGS
N,T,S,
f...
GALVANIZED METAl
SIGN POST WITH 3/8.
HOLES DRILLED
ON 1. CENTERS
FINISHED
GROUND
aooo PSI CONC,
.
v
N
.
CD
12"
SIGN POST DETAIL
N,T.S,
18" NINo VERllCAl ClEARANCE
I
- -(9 -sNf.S(w,
~E
~ Z -- ir~Y-' · --Ciif--~"" I
I') :i WATER WJN OR
STORM DRAIN D.I.P, IS USED IN PLACE OF P.V.C,
FOR A MIN. Of' 10' E,6.CH WAY
+ FROM Cl OF WATER MAIN WHEN
THE VERl1CAL CLfARANCE BETWEEN
I WATER a: Sf.WER MAINS IS 18" OR LESS.
18" OR t.tORr: VER11CAL CL I
~.&/.6JwW~W$j-3-
P,V.C, OR V.C.P.
SAN. SEWER GRAVITY MAIN .N.QIE;
CONCRETE ENCASEMENT OF
SANITARY SEWER GRAVITY
MAIN IS NOT PERMITTED,
/ /
GRADE
-~-. ."-J'_-'/"
~~
~WATER MAIN I') ~
'+1HORlZo~~M~:;$-
STORM SEWER +
OR SAN, SEWER
GRAVITY I.WN
HORIZONTAL CLEARANCE
04/01/05
Descri tion
PER CIll"
VERTICAL CLEARANCE
WATER MAIN & SANITARY
SEWER CLEARANCES
N,T,S,
,r-'-v-""_W.ll-
I ,,' ':1 '-~."~,' -., <
D ~ U:j ~ U~l L; . : :
nil JUi~ 09 "J:"~ /7,/IUi/ i
I Ii ,I.. dJ I
- - ,'-.:.)
I ()t' "'t .
.' ~\I\:. J' , '\ I v' L' ,.., ---:---J
.;' . ,'7 ~ '- ... r h, r 3v.f'"\S
.....__ --_2,'-. 'l[L'. :J\~.'\ -,' ;::. L,
TRUNCATED DOMES
PER F.D,O,T. INDEX
304
BE MADE AT INITIAL
POURING
CI) ~ ......
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CURB ..J ......
- M
<C ~ M
<C
l- e
LLI -
C 0=:,
FLUSH CURB C 0
LLI z ~Li
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I- 3: 0=:"
- ....I eW
FLUSH CURB (I) U) zl-
<C~
RAMP DET AIL ..J -
-10=:
CURB N,T,S. - it) ~<C
>
~ lOW
- or- -I
(.) ..q- ~(.)
HANDICAP RAMP DETAIL
N,T,S,
mls DRAWING IS AN INSlRI.!IoAOO Of SfP.VlC~ N,m SIWL REMAIN mE PROPERlY OF mE
ENGINEER, AND SIWl. NCl Bf REPF<ODlICro, PURUSHED OR USED IN foJff WAY WllHOUT
mE CONSENT OF mE ENGINEffi, 1,)COPYRlGHT 2005 NOT PUBUSHED
C6.1
() ~
K__c l\...... A. c1t: ~ 1----JUN 0 9 2.005
RAM A, GOEL, Ph,D" P,E, #47431
COPIES OF THESE PLANS ARE NOT VAUD UNLESS
EMBOSSED WTrn mE SIGNING ENGINEER'S SEAL
"\
Inlsh To Existing SurfQce 'WIth
PC III AsphQI tic Concrete
Hydrant AsseMbly ONL Y APPROVED
<T yp,) Kennedy Guardian No. K -81A
., Muller Centurlan No, A-423
I- Distance Varies ., U.S. Pipe Metropolitan
18' Min.
24' Max.
Box Box
Eclipse No, 85-B ~
Blow-Off Assy.
Including Lockable
Cast Iron Box
\later Main
2' Brass
Restalner Pl/
Per Deto.ll No. 403
A '-~
.L\"- ..;yr.. fY . NOTE: Wloll" only. If
~..' {I' .~; 3 Troll.JUon Sid. SlOll_ Reaulre.
~..~'(('d'v "
~o Lf-' JI!> ..,~ ~ ~
~~~#' I
A <J. A Back of Curb
=l- Non-elII' eurfoce require-
m..te, _ Note 8.
~2' Brass
I Mech, Joint Vat ve
~90. Bend
Connecting Piece w/lntegrall I
cast Mech, Joint Gland on ~
one End- D,1. Rota table Mech.
Joint Gland on Other End,
Jt; [.....,~. f-" ,.r - ~'t ~..::l:'..I' ~
~~~~V<~i(
12'
c
~
COMPQcted
BQckflll
Undisturbed Trench Side
-
~
I
(\J
Tapping Sleeve 8. Valve
By City, Fee by
Owner or Contractor
NOTES
Trench bQckfllled In 9' COMPQcted
IQyers, Density tQken every 300 ft,
2 BQse MQY be replQced with AsphQltlc
Concrete with prior QPprovQI of
City Engineer.
3 On 10ngltudlnQl InstQllQ tlcn requiring
resurfQclng full width of PQVeMent,
finish bQse to MQtch existing PQVeMent
surfQce Qnd priMe, Then resurfQce QS
directed by the City Engineer.
"--Restraining Joint <Typ.)
"--Exist, \later Mo.ln
CITY OF CLEAR'WA TER, FLORIDA
ENGINEERING DEPARTMENT
NOTES.
1. All Fire Hydrants to have 5 114' Valve Seat,
2, See Index # 407 for Jack 8. Bore Details,
REV. DillE
BLO'WOFF
DETAIL
DIITt:
01115/92
JNII)( ICI.
404
IIF 1
REV, DIITt:
DESCRII"TIIIIl
N'P.
(j,C,H.
Remove Curb If Existln
Plug
<See Note)
B
R,O.W. Line
PLAN VIEW
Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut
or Remove entire Curb and Replace os Port of Sidewalk Romp,
w
~
Remove to on
even joint or sawcut
SECTION A-A
n
u
0.
~
1, Provlde Tooled JoInt. At OJ.tancetl Matching The WIdth.
Ahlo Place Uplll1.1on Jolnta At Dmewoys.
2. If Soma Ph)'lllcaf Ob.trucllon Exlata Which PrlMlllt.
The Placing Of Sldewolks A. Shown, Contact The
Enoln-,"o D1vlelon For Alternote Locollon.
J. Wooden And Other- Spoctn WlI Not B. Permitted
In Sldewolks Or Driveways.
4. No CootInO. Of Any Kind WIt Be PermItted On Conaete Slde.olks Or
Drlvewo~ WIthout Specific Appr'owl Of The CIty Engln....
~ All Concrete Sholl Be 3000 pel Min. 0 28 00)'L
8, Concrete Surface to be L OM Broom flnlllh.
7. Concrete Driveway Conatnctlon sholl be 8" thick w 81C8/1Oxl0 W.W.F,.
Exist Conc Drive
Cleanout Plug
TYPICAL DRIVEWAY CROSS SECTION
Concrete Pad 4'
Thick x 1'-6' Sq,
E-e
.ga
.5~'O
:::i:::i 0-
. . 0
..,NI-
J
6' or 8'- 1/8 Bend
It
4' Mln R~9ldentlal Street I' Cit R W
5' Mln Arterial Street 2' County R/
1/4" .,er Foot
--:- -----
t ........., ',,- "'.~',''''.r._'
..~...._:!:;...:..:. ..~~.... ~".... :... .z '.
3000 psi COI1C 4- Thick. Constr,
G- Thick at Driveways with
6)(6 110 Welded Wire Mesh,
See Note 7,
~ Bock of Curb
Sewer Main
SECTION B-B
CLEANOUT DETAIL
8. Romps Sholl Hove a ToctOe Surfoce. Textured to 0
Depth Not ExceedlnO 1/8" by u.. of Tomp or roll..
In Conformance with Raqulremente of roOT
Roadwoy and Traffic Design Standard.. Oetol 304
Or Moat Recent Modlflcotlone.
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SECTION
NOTEI
All lo. tero.l Ma tedals, Including
approved Cleo.nout hardware, are
to extend to the RI\I or to the
eo.seMent line a5; noted,
N,T.S.
NOTE.
CITY OF CLEAR'WATER, FLORIDA
ENGINEERING DEPARTMENT
I! V9S -- ~'1"1T TYPICAL SIDEWAll< MTE
t 93
CHECKEII IT CONSTRUCTION AND JN1lOl ICI.
U/93 _ art> cu1 .I\IIl T.C.J. RAMP DETAIL 09
REV. MTt: ....-1>-11IlIl N'P, ~o IY tf73
C.M.1t
REV.
Finish grade to
allow 0.4' Min., 1.0'
Max. fall frOM
property line to
RI\I
I
2j!:
I
I
Maln- - T - - - - ...... - - - - - - - - - - -
Lot
,
V \.
---------l-------\lo.ter
CurkUt
18' Mln. '--
24' Max.1 -
I
I
,
,
@ :
\la ter Servlc:e......... I
<Typ,) ""i
San,
WM 6
2~'
NDTEI SANITARY LATERALS TO BE 11r--
'JITHIN 10' OF CENTER OF LOT ON
DO\lNHILL SIDE OF CENTER OF LOT,
<.::}J
I
PLAN VIE'J
CITY O\lNED
AND
MAINTAINED
HOMEO\lNER O'JNED
AND MAINTAINED
RIM M.H.
of Street
\later Main
6' Service Lateral
Main
Sanitary
ANY VARIANCE MUST HAVE
'JRITTEN APPROVAL OF THE CITY
ENGINEER.
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
PROFILE
REV. DATE
REDRAWN BY
B,V.D,
CHEa<tIl BY
H.D.Q,
BY
R.J.H,
DATE
5/22/00
,
1 IF 2
REV. DIITt:
STREET LATERAL
DETAIL
IlESCRIP'TIOIl
N'P.
DESCRII"TIIIIl
CITY OF CLEAR 'WATER, FLORIDA
ENGINEERING DEPARTMENT
TYPICAL HYDRANT 05~;:/93
SETTING JNII)( ICI.
APPING SLEEVE" VALV 402
BY CITY 41F4
N'P.
CITY OF CLEAR 'WATER, FLORIDA
ENGINEERING DEPARTMENT
STREET REPLACEMENT ~J~
FOR UTILITY AND INDElC IIJ,
DRAINAGE UTS 105
1 IF 1
REV.
MTE
IJEstRII'rDl
N'P,
-
(\J
"-
L I" 9 5/8' .1
~/////~
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CLEANOUT PLUG DETAIL
N.T.S.
Cleanout plug to be
U,S. Foundry 7621
or equal.
DIIlt:
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11/07/95
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IIDCIIII"T1IlI
CITY OF CLEAR'WA TER, FLORIDA
ENGINEERING DEPARTMENT
SANIT ARY LA TERAL 06~'cf/94
LOCA nONS oS-
N'P. 21F2
PQvlng
Thickness of OrlglnQI + 2'
MiniMUM Thickness S'
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NES Comm.: 0519
I Drawn By: B.J,V, I
I Checked By: H.G. I
Issue Date:
Revisions:
No, Date
06 08 05
/ /
04/01/05
Descri tion
PER CITY
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THIS DRAWING IS AN INSTRUMENT Of SERVICE mJ SIW..:. F.EM.'IIN THE PROPERTY OF THE
ENGINEER, AND SIWl. NOT BE REPRODUCED. ptJP.lISHEC OR USED IN Nf( WAY WlTHOur
THE CONSENT OF llIE ENGINEER. ~COP.'RIGHT 2005 NOT PUBUSHED
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RAM A, GaEL, Ph.D" P,E. #47431
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COPIES OF THESE PLANS ARE NOT VAUO UNLESS
EMBOSSED WITH THE SIGNING ENGINEER'S SEAL
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W ,----
HABITAT MANAGEMENT AND
LANDSCAPING PERMITS.
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Landscape Table "" ___ __ / ,/
.......
Common Nome Planting Size Height Spacing
Dwarf oleander 3-Gal 24" 36"OC
Star jasmine 3-Gal 24" 36"OC
Pink Trumpet Tree 2 1/2"-Cal lO'CT
Dahoon 2 1/2" -Cal lO'CT
Little Gem Magnolia 2 1/2" -Cal 10'Cr
Sandankwa viburnum 3-Gal 12,00
fakahatchee Gross 3-GaJ 24"
Mexican fan palm 8 '" 8,10'Cr 10'CH
TREE & SHRUB PLANTING DETAILS
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1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED
FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT
BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED,
1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION
SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC-
CEPTABLE, ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED
AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION,
IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BAlLED AND
BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE
REMOVED AT THE TIME OF INSTALLATION,
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a. AN APPLICATION AND AN EXTRA COpy OF THE APPROVED FINAL
APPLICATION PLAN MUST BE SUBMIITED TO THIS DEPARTMENT IN
ORDER TO PROCESS THE PERMIT,
b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN-
THIFOLlUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE
TALLOW (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 RESTABILlZED WITH SUITABLE
MATERiAl,
2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON, ALSO THE FLEXIBLE AITACHMENTS SHALL BE USED
WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS
TO PREVENT CAMBIAL DAMAGE.
44.63'
4,63'
.,~
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3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE
(NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN
THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH
THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF
THE PLANTING HOLE, TREES SHOULD BE INSTALLED 3 _ 5 INCHES
ABOVE GRADE ON SITES CONTAINING CLAY, A 2 - 3 INCH LAYER OF
ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE
OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH
SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH
TREE,
c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A
BARRICADE INSPECTION CAN BE SCHEDULED, WHEN THE BARRICADES
HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND RELEASED,
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TREE PROTECTION AND PRESEnV A TION.
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TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS:
1, TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE
REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED
PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE
PERMITS, THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN
ON THE CONSTRUCTION DRAWINGS,
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4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS
WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE
THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A
DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED
PLANT MATERIAL
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2, ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE.
IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS,
WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE
ADJUSTED TO RETAIN DESIRABLE TREES, GRADE CHANGES MUST BE
SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES
SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND
2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED,
20'x20' SIGHT-
TRIANGLE (TYP,)
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5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST
BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY
OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO
THE PlANTING AREAS,
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6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF
PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED
BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL.
ED #5936
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LANDSCAPINQ
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1, EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN
A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER
WITH SUITABLE GROUND COVER, LANDSCAPE TREES MUST BE PLANTED
IN SAME VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE
MONOTONY OF UNBROKEN EXPANSES OF PAVING, TREES MUST NOT
BE PlANTED WITHIN MAINTENANCE EASEMENTS,
7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT
INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES
THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN)
OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT
GROWTH, THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED
SUITABLE FOR PLANT MATERIAL INSTALLATION.
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l NES Comm.: 0519 J
[ Drawn By: ]
Checked By: ]
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2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE
REQUIRED LANDSCAPE DESIGN, THE DESIGN DEMONSTRATES THE USE
OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT
AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL
BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE
PRACTICAL USE OF TURF,
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3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE-
MENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER,
WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND lANDSCAPE
MATERIAL SHOULD REMAIN AS GREENSPACE.
c.
Issue Date:
Revisions:
No, Date
1 06 08 05
04/01/05 ]
~
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Descri tion
PER CITY
4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A
MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT
POLES, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY
IMPAIR NATURAL GROWTH,
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5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT
WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASE-
MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE
EVENT OF SYSTEM FAILURE, THESE FEATURES SUCH AS THE WATER
LINES MUST REMAIN OUTSIDE THE 5' X 10' PlANTER AREA.
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6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED
PLANTED MATERIAL WI rH REGARDS TO pH, SOIL TEXTURE, SOIL
STRUCTURE, AND SEASONAL HIGH WATER TABLE.
7, ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR BffiER,
NOTE.
ADEQUA TE PLANTING FREE OF
UNDERGROUND UTILITIES WILL BE USED,
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8. ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2"
CALIPER AT TIME OF PlANTING,
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9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING,
~ PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF
~ 3' IN HEIGHT,
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10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE
PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM
OF 5' WIDE.
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Code Nome
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Symbol Scientific Nome
.~,.' Nerium oleander 'petite'
o Trachelospermum Jasminoldes
o Tabebuia heterophyfla
_ 0 /lex casslne
_ ~ Magnolia "little gem"
~ Viburnum suspensum
~ Tripsacum dactyfoldes
o Washingtonia robusta
PP
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EX THEE LEGEND:
o = OAK TREE
() = UNKNOWN TREE
* = PALM TREE
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CROWN SPREAD
NOTE: AlL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AfTER 1 COMPLETE
GROWING SEASON,
36"OC
36"OC
For Cabbage Palm Inlltallatlon:~
Trim ^" Fronds at Time ~
of Digging and Planting r- \"
For Washington Palm Installation: "-
Leave Inside row of fronds
TIe up with b/odegrodobJe twine
For Cabbage Palms:
NI Trunks to be Smooth and
NI Bum Malks Brushed Away
For Washlnglon Palms:
Leave all bOola on trunk
16
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/JOTE: All TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON,
Sobol palmetto
Juniperus Chin. 'Parsonii'
Palmetto
Parsonii Juniper
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R',mave Dead and Injured
T'figs, Trim No Leadef8,
R"tain Natural Shape,
"/4" - 2 Ply Reinforced
Rubber or Plastic Hose
White SlIrveyor's Togging
Tape, 6 Length
" - 12 Guage Galvanized Wires
Spliced 120 Around Tree and
Set At A 4S'Angle With 3- , 68
DUI:kbill Anchof8 Or Equal
Remove otter one growing season,
- Mound To form Saucer
- "" Minimum Mulch Layer
- Remove Burlap From
Around Top Of Boll
- Planting Soil Mixture
2 Layers Burlap Pod at
Support Contact - No
Nail. In tree Wood
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2' l( .' Brace (Yellow Pine)
Space Three at 121J' Typical
Remove after one growing season.
2' II .' Stoke (Yellow Pine)
Three Fest Long
Remove otter one growing season.
Saucer Rim
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Remove Container
From Rootball
Planting Soil Mixture
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3' Minimum Mulch
Raotballl. 16' Minimum
Radius trom Trunk
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CURVE T.~8LE (p & F)
CUfNE ARC DELTA RADIUS CHORD Cf lORD BEARING
C1 19.18' 07",19'33" 150.00' 19,17' S 20"'28'13" E
SCALE: 1"=20.
SHRUB PLANTING OET AIL
N.T.S,
: ~ ., .
Provide a minimum S'xl0'
unobstructed planting area
20
o
10
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TREE STAKING & PLANTING OET AIL
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7011 75TH ST. N, PINELLAS PARK FL. 33781
PH: (727)544-0445 FAX:(727)541-5021
E-MAIL: BUTLERSNURSERY@MSN.COM
DRA WN BY:' R. BELKO
CHECKED BY:' C. BUTLER
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CUI~VE ARC DELTA RADIUS CHOI~D CIl0f~D BEARIt~G
C1 19,18' 07",19'j.:{ 150,00' 19.17' S 20"'28'13" E
IRRIGA TION NOTES
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1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED
WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER, THE DIST-
RBuToN SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO
COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON-
STRATED THAT THESE SOURCES ARE NOT AVAILABLE.
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PLICATION AND LOW EVAPORATION, SYSTEMS THAT OVERSPRAY AREAS
THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT
BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY
LOW NEED AREAS,
3, HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE
SERVED BY A SEPARATE IRRIGATION ZOI'JE THAN LOW WATER NEED
PLANTER BEDS, OR MULCHED AREAS WTH TREES, IN NO CASE, SHALL
ANY PLANTED VEGETATION AREA BE MOI~E THAN 50' FROM A WATER
SUPPLY HOSE BIBB.
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CAPABLE OF DIFFERENTIATING BElWEEN THE SCHEDULES OF HIGH AND
LOW WATER DEMAND AREAS, CONTROLLERS MUST HAVE MULTIPLE
CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO
BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT
IMPOSED RESTRICTIONS.
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GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA,
THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING:
1, UNDERGROUND PIPING, SHALL BE PVC SCHEDULE ~:.; OR BETTER.
2, SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTVATE ZONES,
3, SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF FLANTING.
4, ELECTRIC VALVES,
5. GAUGE 14 UF COPPER WIRE.
6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES,
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WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES
SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE.
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THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH
CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE
OWNER FOR APPROVAL PRIOR TO INSTALLATION,
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ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH
NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE
WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA
REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING
AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY,
EX. THEE LEG END:
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ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION
TO THE AIR TOXICS SECTION OF THE COUNTY DEPARTMENT
OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF
BUILDINGS,
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RAINBIRD 1800 SERIES 10 Series trajectory 15 deg 120
RAINBIRD 1800 SERIES 10 Series trajectory 15 deg 090
RAINBIRD 1800 SERIES 10 Series trajectory 15 deg 180
RAINBIRD 1800 SERIES 15 Series trajectory .30 deg 120
RAINBIRD 1800 SERIES 15 Series trajectory .30 deg 090
RAINBIRD 1800 SERIES 15 Series trajectory .30 deg 180
RAINBIRD 1800 SERIES 15 Series trajectory .30 deg 360
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7011 75TH ST. N, PINEL LAS PARK FL. 33781
PH: (727)544-0445 FAX:(727)541-5027
E-MAIL: BUTLERSNURSERY@MSN.COM
DRA WN BY: R, BELKO
CHECKED BY: C. BUTLER
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ISSUE DATE
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FILE NAME
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SHEET NAME
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EDIT DATE
4/8/05
ISSUE DATE
08.08.05
SCALE
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JOB NO.
05-016
FILE NAME
415 ISLAND WAY
SHEET NAME
LMNG LEVELS
SHEET NUMBER
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42" H GUARDRAIL
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SQUARE FOOTAGE CA LCULA TIONS
TOTAL ROOF = 8,888 SQ. FEET (100%)
MANSARD COVERAGE = 1,987 SQ. FEET (22%)
PAVILION COVERAGE = 621 SO. FEET (7%)
TOTAL ROOF COVERAGE = 3.135 SQ. FEET (29%)
TOTAL CLEAR DECK = 5.753 SQ. FEET (71%)
TOT AL ROOF TOP COVERAGE DOES
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EDIT DATE
4/8/05
ISSUE DATE
06.06.05
SCALE
AS NOTED
JOB NO.
05-016
FILE NAME
415 ISLAND WAY
SHEET NAME
ROOF PLAN
SHEET NUMBER
P3
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BEIGE - 6898- 2
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PAINTED PORTER COLOR CHAMPAGNE
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HOME BEIGE - 6898- 2
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BEIGE - 6898-2
REAR COLUMNS TO BE 3/4"
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PORTER COLOR LINCOLN HOME
BEIGE - 6898- 2
REAR WALL TO BE 3/4"
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DRA WN
JTG
EDIT DATE
4/13/05
ISSUE DATE
08.08.05
SCALE
AS NOTED
JOB NO.
05-016
FILE NAME
415 ISLAND WAY
SHEET NAME
ELEV A llONS
SHEET NUMBER
P4
48'-5"
PLEASE NOTE THAT CANTILEVERS TOTAL LENGTH ARE LESS THAN 50% OF OVERALL LENGTH
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12'-0"
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EDIT DATE
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ISSUE DATE
06.06.05
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415 ISLAND WAY
FILE NAME
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EDIT DATE
4/23/05
ISSUE DATE
08.08.05
SCALE
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415 ISLAND WAY
FILE NAME
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EDIT DATE
4/23/05
ISSUE DATE
08.08.05
SCALE
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415 ISLAND WAY
FILE NAME
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NOTES:
1. THIS IS BOUNDAR" AND TOPOGRAPHIC SURVEY MADE ON THE GROUND UNDER THE SUPERVISION OF A FLORIDA::GISTERED SURVEYOR AND
MAPPER. FIELD WORK WAS COMPLETED ON DECEMBER 13, 2004, WHICH IS THE DATE OF SURVEY.
2. ELEVATIONS SHOWI~ HEREON REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. THE ORIGINATING BENMARK WAS PINELLAS
COUNTY BENCHMAiK AURAL-A WITH AN ELEVATION OF 11.82 FEET (12.61 FEET 1929 DATUM).
3. BEARINGS ARE BASED ON THE NORTHERLY LINE OF LOT 17 HAVING A PLAT BEARING OF N 72'59'49" E.
4. ALL BEARINGS AN) DISTANCES ARE PLAT AND FIELD MEASURED UNLESS OTHERWISE NOTED.
5. THE PLAnED SEAWALL LINE AND THE REAR LOT LINE APPEARS TO FOLLOW THE LANDWARD FACE OF THE EXiSt SEAWALL.
6. NO UNDERGROUND UTILITIES, UNDERGROUND ENCROACHMENTS OR UNDERGROUND FOUNDATIONS WERE MEASURE~S PART OF THIS SURVEY,
UNLESS OTHERWI~;E NOTED.
7. THIS SURVEY DOE:S NOT REFLECT OR DETERMINE OWNERSHIP
8. THIS SURVEY DEPICTS ALL MAnERS OF PUBLIC RECORD THAT CAN BE SHOWN AS LISTED IN SCHEDULE B OF lCAGO TITLE INSURANCE
COMPANY ORDER NUMBER 04-13050.
9. AnENTION IS DIRECTED TO THE FACT THAT THIS SURVEY MAY HAVE BEEN REDUCED OR ENLARGED IN SIZE DUEO REPRODUCTION. THIS
SHOULD BE TAKEN INTO CONSIDERATION WHEN OBTAINING SCALED DATA.
10. FLOOD ZONE INF')RMATION:
COMMUNITY PANEL NUMBER:
FLOOD ZONE:
REVISED MAP DATE:
125096 0102 G
AE (EL 11)
SEPTEMBER 3, 2003
LOT 17
UNIT 2
& N. 1/2 LOT 16
ISLAND ESTATES
02/02/05
DATE:
No:
I~EVISED NOTES. CERTIFICATIONS AND DESCRIPTION TO MATCH TITLE COMMITMENT
REVISIONS
T
E
FOR: ROGERS BEACH DEVELOPMENT
200 BRIGHTWATER DRIVE, UNIT 2
CLEARWATER, FLORIDA 33676
SOUTH, RANGE
15 EAST,
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CURVE ARC DELTA RADIUS
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PROFESSIONAL SURVEYORS AND MAPPERS
8016 OLD COUNTY ROAD No. 54
NEW PORT RICHEY, FLORIDA 34653
OFFICE: 727-834-8140 FAX: 727-834-8150
LB 6928
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( IN FEET )
1 inch = 20 feet
N
40
I
ABBREVIATIONS:
A =
ALUM =
(C) =
CB =
CBS =
CH =
CLF =
EL. =
(F)
FCM =
FIP =
FND =
10. =
LB =
LLF. EL. =
OHW =
(p) =
PLS =
PRM =
R =
IBM =
(j,
ARC
ALUMINUM
CALCULATED
CHORD BEARING
CONCRETE BLOCK STRUCTURE
CHORD LENGTH
CHAIN LINK FENCE
ELEVA TION
FIELD
FOUND CONCRETE MONUMENT
FOUND IRON PIPE NO ID.
FOUND
IDENTIFICA TION
LICENSED BUSINESS
LOWEST LIVING FLOOR ELEVATION
OVERHEAD WIRES
PLAT
PROFESSIONAL LAND SURVEYOR
PERMANENT REFERENCE MONUMENT
RADIUS
TEMPORARY BENCHMARK
DELTA
DESCRIPTION:
LOT 17 AND THE NORTH 1/2 (MEASURED 50 FEET ON THE SEAWALL
AND MEASURED 48.22 FEET ON ISLAND WAY) OF LOT 16, UNIT 2
ISLAND ESTATES OF CLEARWATER, ACCORDING TO THE PLAT THEREOF,
RECORDED IN PLAT BOOK 47, PAGES 19- A AND 20 OF THE PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA.
CONTAINING 29454 SQUARE FEET OR 0.68 ACRES, MORE OR LESS.
CERTIFIED TO:
LEG END:
o OAK TREE
o UNKNOWN TREE
* = PALM TREE
[[] = RECLAIMED WATER BOX
~ EXISTING ELEVATION
-0- = WOOD UTILITY POLE
E--- = GUY ANCHOR
~ = SIGN DESCRIPTION AS NOTED
GJ = ELECTRIC BOX
~ = TELEPHONE PEDIST AL
,,,....,, ,. .~. , .
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I JUN 09 2[J5 .ill'
I, PLANNIN J ~ DEVElO,::l"I~i':TSVCS
~._~'.:}' QF qLtt-J,\,C.TR
CHICAGO TITLE INSURANCE COMPANY
COLONIAL BANK, N.A.
RICHARDS, GILKEY. FITE, SLAUGHTER, PRETESI & WARD, P.A.
HOME ENERGY, LLC
,,' -., / ,/
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THOMAS S. CLANCO', PLS No. 4024 "-
FLORIDA REGISTERED SURVEYOR
4/;!)~~-
DATE OF/SIGNATURE
NOT VALID WI,HOUT THE SIGNAlU;'~E AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED :;URVEYOR AND MAPPER
SCALE:
FIELD BOOK:
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. ......: ~11.3'
.. .A.. ...... (J"l
. Co_
l' = 20'
99152
DRAWN BY:
PAGES:
TSC
67-68
CHECKED BY:
JOB No.:
XXX
040138. 2
1 OF 1
SHEET No.:
Sir