FLD2004-05034, PLT2004-00006 (2)
FLD2004-05034 /
PL T2004-00006
2995 DREW STREET
P ARKVIEW VILLAGE
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C I T Y 0 F
CLEARWATER
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTI.E AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
LONG RANGE PlANNING
DEVELOPMENT REvIEW
May 18,2005
Mr MIchael Enghsh
WllsonMlller, Inc
1101 Channe1slde Dnve
Tampa, FL 33602
Re Development Order - Mmor RevIsIOns
Case FLD2004-05034 - 2995 Drew Street
, ,
Dear Mr Enghsh
On August 17, 2004, the Commumty Development Board approved your FlexIble Development
apphcatIOn (1) to permIt a mIxed use development (nonresIdentIal and attached dwelhngs) m the
proposed CommercIal (C) DIStrICt WIth a reductIOn to the front (mtemal proposed streets) setback from 25
feet to zero feet (to bUl1dmg and pavement) and an mcrease to bUlldmg heIght from 25 feet to 50 feet, as a
ComprehensIve Infill Redevelopment ProJect, under the provISIons of SectIOn 2-704 C, and (2) (a) to
permIt attached dwelhngs m the proposed MedlUm DenSIty ReSIdentIal (MDR) DIStrICt WIth a reductIOn
to the front (north - Drew Street) setback from 25 feet to 22 feet (to ba1comes), reductIOns to the front
(east - BaYVlew Boulevard) setback from 25 feet to 15 feet (to pavement) and from 25 feet to 22 feet (to
dumpster enclosure), reductIOns to the front (mtemal proposed streets) from 25 feet to 10 feet (to bUlldmg
and pavement), an mcrease to bUlldmg heIght from 30 feet to 50 feet and a deVIatIOn to reduce the heIght
of fence or wall from four feet to three feet to screen parkmg from adjacent parcels or street nghts-of-
way, and (b) to permIt detached dwelhngs WIth a reductIOn to lot area from 5,000 square feet to 4,600
square feet, a reductIOn to lot WIdth from 50 feet to 40 feet, a reductIon to the front (mtema1 proposed
streets) setback from 25 feet to 16 feet (to bUlldmg) and from 25 feet to 10 feet (to bUlldmg - comer lots),
a reductIOn to the SIde setback from five feet to zero feet (to bUlldmg and pavement) and a deVIatIOn to
allow the reduced lot area and WIdth for new lots, as a ReSIdentIal Infill ProJect, under the prOVISIOns of
SectIon 2-304 G, (3) a Prehmmary Plat for 25 attached dwellmg (townhome) lots and 67 detached
dwellmg (zero-lot-lme) lots WIth a reductIOn to the nght-of-way WIdth for local pubhc streets from 60 feet
to 50 feet and (4) the vacatIOn of the Tanglewood Dnve and Sandlewood Dnve nghts-of-way and
easements on the subject property
A proposal has been submItted to reVIse the type of certam reSIdentIal bUlldmgs and the heIght of certam
resldenttal bUlldmgs, as enumerated m the attached letter In accordance WIth SectIOn 4-406 A of the
Code, the reVISIOns proposed are deemed to be Mmor RevlSlons and are APPROVED These mmor
reVISIOns must be shown on the SIte plans and bUlldmg plans when submlttmg for SIte constructIOn
permIts and bUlldmg permIts It IS understood there WIll potenttally be mmor changes on the SIte
constructIon plans due to refinement of proposed Improvements and the reVlSlons embodIed WIth thIS
proposal
BRIAN J AUNGST, MAYOR COMMl~SIONER
Ho'r1 HAM1I10r-., VICF MAYOR-COMMI~SIONFR WHITNFY GRAY, CO\l\lI"IOI\I R
FRANK HIBBARD, COMM"SIONER * BlI I JONSON, CO\lW"IOl\fR
"EQUAl EMPLOYMFN rAND MHRMA1IVI ACTION EMPIOYFR"
.
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"
May 18, 2005
Enghsh - Page 2
Should you have any questIons, feel free to contact Wayne M Wells, AICP, Planner III, at 727-562-4504
Smcerely, > /
~~--
MIchael Dell<:, AICP
Plannmg DIrector
S IPlanmng DepartmentlC D BlFLEX (FLD)\Inacllve or Finished ApplzcatlOns\Drew 2995 Parkvlew Village (proposed C + MDR) -
ApprovedlDrew 2995 Minor RevIsIOns Letter 5 18 05 doc
New Directions In Planning Design & Englneenng
May 9,2005
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Mr Wayne Wells, AICP
Senior Planner
Planning Department
City of Clearwater
100 S Myrtle Street
Clearwater, Flonda 33758
Re Parkvlew Village - Minor RevIsions to the approved Development Order
(Cases FLD2004-05034/PL T2004-00006)
Dear Mr Wells
As we discussed several weeks ago, the Clearwater Housing Authonty wishes to
request approval of several minor changes to their approved Development Order As
you know, Parkvlew Village will be an affordable housing community with qUite speCific
rent limits While the changes we are proposing to the project are minor, they will assist
our client In refining the development and construction budget by reducing multifamily
bUilding types and paved areas, and Increasing the community's open space
The following IS a summary of the changes proposed to the site plan and the bUildings
contained with the proJect's first phase, which IS the multifamily area and required
amenities
A Site Plan ReVISions
1 BUildings 3, 9, 10, 11, 12, and 18 footpnnts changed due to replacement of
town home rental Units with flat rentals
2 Parking on the eastern portion of the multi-family parcel was revised to
accommodate more open space and to create additional surface parking
spaces that were previously located In the town home Units
3 A community park was added on the eastern portion of the site within the
multi-family parcel
4 Additional buffer was provided along BaYVlew Avenue along the multi-family
parcel
OffIces strategIcally located to serve our clIents 800 649 4336
Tampa OffIce 1101 Channels/de Dnve SUItE' 400N 0 Tampa, Flonda 336020 8132239500 0 Fax 813 223 0009
5/9/2005- 36433 Ver 01' MEngllsh
~i()'0()()'003 0 wllsonmlJler com
W,/sonM,lIer/nc - FL LIC" LC COOOl70
.
Mr Wayne Wells, AICP
City of Clearwater
Parkvlew Village - Minor RevIsions to Development Order
May 9,2005
Page 2
5 Additional open space was created surrounding the mall kiosk on the
southwest portion of the site
6 Changes to the site plan calculation tables are noted on the submitted site
plan
B Architectural RevIsions
1 The two story town home Units along Drew Street have been replaced with
bUildings that are architecturally consistent with the rest of the apartment
bUlldmgs In the project
2 The bUildings that had consisted of a mix of flat Units and townhome-
configured Units were changed to ellmmate the townhome-conflgured Units
3 Seven bUlldmgs were reconflgured to have 3 stones Instead of 2 stones as
shown on the site plan The elevations of these bUlldmgs are shown on sheet
A-1 5 None of the buildings that are adjacent to the nelghbonng property on
the west were changed In height
4 The Unit count went from 205 Units to 204 Units, a net reduction of one
dwelling Unit
C CIvil Englneenng ReVISions
1 We are submitting site plan table data on ImperviOus Surface RatiO, and a
sheet that shows a tlmmg/phase change to the preliminary plat
2 While we do understand that certain utility connections Will move In
response to bUilding relocation, we are not prepared to submit those minor
changes at thiS time, because the cIvil englneenng construction documents
are In full deSign, and targeted for submiSSion to the City for review on or
about 15 May 2005
3 We would suggest that the City, subsequent to submiSSion of the
construction documents for review and permlttmg, review any mmor changes
to utility location and connection We Will be pleased to highlight those minor
changes to the ongmal submission set at that time
51912005- 36433 Ver 011 MEnghsh
CA#43
04370-000-003- 0
, .
Mr Wayne Wells, AICP
City of Clearwater
Parkvlew Village - Minor ReVISions to Development Order
May 9,2005
Page 3
We greatly appreciate your assistance In thiS matter Please do not hesitate to call with
any questions or concerns
Sincerely,
Wi 's~nMiller, Inc.
VVL-~_
Ichael English, AICP
Regional Manager,
Community and Regional Planning
Associate
cc Jacqueline Rivera, Clearwater Housing AuthOrity
Brian Hammond, Urban StudiO Architects
Peter Crawford, Urban StudiO Architects
Hamid Sahebkar, P E Wilson Miller
Lea Del Tosto, ASLA WllsonMlller
Rob Maue, P E WllsonMlller
Enclosures
5/912005 36433 Ver 01' MEngllsh
C_3
04370-00Q-003- 0
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CITY OF
CLEARWATER
Mr MIchael EnglIsh
WIlsonMIller,Inc
1101 Channelslde Dnve
Tampa, FL 33602
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
o - · ,- tMS
See ~.UC' r-&"" August 24, 2004
d"~ ~ JII/OS
LONG RANGE PlANNING
DEVELOPMENT REvIEW
RE Development Order - Cases FLD2004-05034/PL T2004-00006 - 2995 Drew Street
Dear Mr EnglIsh
Thls letter constJtutes a Development Order pursuant to SectJon 4-206 D 6 of the Commul11ty
Development Code On August 17, 2004, the Commul11ty Development Board revlewed your Flexible
Development applIcatlOn (1) to penmt a mlxed use development (nonresldentJal and attached dwellIngs)
m the proposed Commercial (C) Dlstnct with a reductlOn to the front (mternal proposed streets) setback
from 25 feet to zero feet (to bU1ldmg and pavement) and an mcrease to bU1ldmg helght from 25 feet to 50
feet, as a Comprehenslve lnf1l1 Redevelopment ProJect, under the prOV1SlOns of SectlOn 2-704 C, and (2)
(a) to permit attached dwellmgs m the proposed MedlUm Denslty ResldentJal (MDR) Dlstnct with a
reductlOn to the front (north - Drew Street) setback from 25 feet to 22 feet (to balcol11es), reductlOns to
the front (east - Bayvlew Boulevard) setback from 25 feet to 15 feet (to pavement) and from 25 feet to 22
feet (to dumpster enclosure), reductlOns to the front (mternal proposed streets) from 25 feet to 10 feet (to
bUlldmg and pavement), an mcrease to bU1ldmg helght from 30 feet to 50 feet and a devJatlOn to reduce
the height of fence or wall from four feet to three feet to screen parkmg from adjacent parcels or street
Ilghts-of-way, and (b) to permlt detached dwellmgs with a reductlOn to lot area from 5,000 square feet to
4,600 square feet, a reductlOn to lot wldth from 50 feet to 40 feet, a reductlOn to the front (mternal
proposed streets) setback from 25 feet to 16 feet (to bU1ldmg) and from 25 feet to 10 feet (to bU1ldmg -
comer lots), a reductlOn to the side setback from flve feet to zero feet (to bU1ldmg and pavement) and a
devlatJon to allow the reduced lot area and wldth for new lots, as a ResldentJallnfill ProJect, under the
provlslOns of SectlOn 2-304 G, (3) a Prehmmary Plat for 25 attached dwellmg (townhome) lots and 67
detached dwellmg (zero-Iot-hne) lots wlth a reductJon to the nght-of-way wldth for local pubhc streets
from 60 feet to 50 feet and (4) the vacatlOn of the Tanglewood Dnve and Sandlewood Dnve nghts-of-
way and easements on the subject property The Commul11ty Development Board (CDB) APPROVED
the apphcatlOn wlth the followmg bases and condltJons
Bases for Approval
1 The proposal complIes wlth the Flexlble Development cntena as a Comprehenslve lnflll
Redevelopment Project per SectlOn 2-704 C
2 The proposal comphes wlth the FleXible Development cntena as a ResldentJal lnflll Project per
SectJon 2-304 G
3 The proposal lS m comphance wlth other standards m the Code mcludmg the General Apphcablhty
Cntena per SectlOn 3-913
BRIAN] AUNGS1, MAl OR COMt>W,SIONFR
HOYf HAMilTON, VICF MAYOR COMMI<;<;IONER WHIfNEY GRAY, CO\IMI~~IOt\rR
FRANK HIBBARD, COMMISSIONLR * Bill ]ON~ON, COM~II"'''ON!-R
"EQUAl EMPIOYMrN rAND AnIRMA1IV[ ACTION EM PI OYrR"
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August 24, 2004
EnglIsh - Page Two
4 The development IS compatIble wIth the surroundmg area and wIll enhance other redevelopment
efforts
CondItIOns of Approval
1 That approval of thIs FlexIble Development case IS subject to the approval of the land use plan
amendment by the CIty CouncIl and Pmellas County (LUZ2004-05004) and the approval of the
rezomng by the CIty CouncIl (REZ2004-0500 1) pnor to the Issuance of any permIts,
2 That approval of thIS FleXIble Development case IS subject to the vacatIOn of nghts-of-way and
easements by the CIty CouncIl pnor to the Issuance of any permIts,
3 That a subdIvIsIOn plat be recorded pnor to the Issuance of permIts for any vertIcal Improvements,
4 That the day care center be accessory to and provIde chIld care exclusIvely for the resIdents of thIS
development and be lIcensed by the Pmellas County ChIld Care Llcensmg Board,
5 That the commumty center be accessory to thIS development and be for the exclUSIve use by the
Parkvlew VIllage reSIdents,
6 That the fmal deSIgn of all new bUlldmgs be archItecturally coordmated and consIstent wIth the
conceptual elevatIons as submItted or as modIfIed by the CDB, to the satIsfactIOn of Staff,
7 That the setbacks shown m the SIte data table for fee-SImple townhome lots and for detached
dwellmgs be met and mclude all accessory structures Only clerestory wmdows shall be allowed on
the zero SIde of the detached dwellmgs The final plat and homeowners documents shall prOVIde for
easements and the mamtenance of the zero SIde of the detached dwellmgs,
8 That the three-foot hIgh solId masonry wall, stuccoed and pamted to match the bUlldmg, be
mamtamed along the pen meter of the SIte,
9 That a ComprehensIve SIgn Program be submItted for revIew and approval pnor to the Issuance of
SIgn permIts, mcludmg any freestandmg sIgnage for the reSIdentIal areas deSIgned as a monument
SIgn at a maxImum heIght of SIX feet above grade and attached SIgnS for the commercIal areas
deSIgned wIth channel letters and be archItecturally mtegrated mto the bUlldmg desIgn All attached
and freestandmg sIgnage shall be of a coordmated deSIgn and color,
10 That tree replacements be prOVIded on an "mch for mch" baSIS and shown on the sIte plan, to the
satIsfactIOn of the Plannmg staff, or the applIcant pay m lIeu of at the rate of $48 per mch of any tree
defICIt pnor to the Issuance of the fIrst CertIfIcate of Occupancy,
11 That pnor to the Issuance of any permIts the matenals and dIameters of water mams and samtary
sewer pIpes (mcludmg manholes) be prOVIded on revIsed CIvIl SIte plans,
12 That pnor to the Issuance of any permIts the reqUIrements of the Stormwater Engmeenng
Department be met, mcludmg the deSIgn of off-SIte detentIOn pond(s), the prOVIsIon of an extended
stormwater model demonstratmg the proposed project WIll have no upstream or downstream Impacts
and the submISSIOn of an approved SWFWMD permIt,
13 That water meters sIzes be determmed and properly located, as well as fire hydrants and fire
department connectIOns, pnor to the Issuance of any permIts,
14 That, pnor to the Issuance of any permIts, copIes of all reqUIred State nght-of-way permIts be
submItted to staff,
15 That all proposed utIlItIes on-SIte be placed underground, as well as eXIstmg utIlItIes along the SIte
frontages wIthm the Drew Street and BayvIew Avenue nghts-of-way, unless waIved by the CIty,
16 That all FIre Department reqUIrements be met pnor to the Issuance of any permIts,
17 That a Code complIant trash enclosure, conSIstent WIth the matenal and color of the pnncIpal
bUlldmgs, be shown on the SIte and/or bUlldmg plans pnor to the Issuance of a bUIldmg permIt, and
18 That all open space and recreatIon Impact fees be paId pnor to Issuance of bUIldmg permIt or final
plat, whIchever occurs fIrst
..,
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,
"
August 24, 2004
EnglIsh - Page Three
PUI suant to SectIOn 4-407, an apphcatlOn for a buIldmg permIt shall be made wIthm one year of FlexIble
Development approval (August 17, 2005) All reqUIred certIfIcates of occupancy shall be obtamed
wlthm one year of the date of Issuance of the buIldmg permIt TIme frames do not change wIth
succeSSIve owners The Commumty Development Coordinator may grant an extensIOn of tIme for a
penod not to exceed one year and only wIthin the ongInal penod of vahdIty The Commumty
Development Board may approve one addItIOnal extensIOn of tIme after the commumty development
coordinator's extensIOn to inItIate a bUIlding penmt apphcatIOn
The Issuance of thIS Development Order does not reheve you of the necessIty to obtain any bUIlding
pel mIts or pay any Impact fees that may be reqUIred In order to facIhtate the Issuance of any permIt or
lIcense affected by thIS approval, please bnng a copy of thIS letter wIth you when applYing for any
pel mlts or hcenses that requIre thIS pnor development approval
AdditIOnally, an appeal of a Level Two approval (FleXIble Development) may be initIated pursuant to
Section 4-502 B by the apphcant or by any person granted party status wIthin 14 days of the date of the
COB meetmg The fihng of an applIcatIon/notIce of appeal shall stay the effect of the decIsIOn pending
the final determmatIOn of the case The appeal penod for your case expires on August 31, 2004 (14 days
from the date of the COB meeting)
If you have any questIOns, please do not hesitate to call Wayne M Wells, Semor Planner, at 727-562-
4504 You can access zomng mformatIOn for parcels within the City through our webslte
Vvww myclcalwatcl com/gov/depts/plannmg *Make Us Your Favonte'
Cynthia H Tarapam, AICP
Planning Director
S IPlnnn/l1g DepaltmentlC D BIFLEXI/nncllve or FlIllshed AppilcntlOnslDrew 2995 Pnrkvlew Village (proposed C + MDR) - ApprovedlDrew
2995 Development Order doc
~
LEGAL DESCRIPTION OF COMMERCIAL PARCEL:
THAT PART OF:
NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP 29 UTH,
RANG 16 EAST, LESS AND EXCEPT THE NORTH 50 FEET OF THE NE 1/4 THE NE 1/4
OF SEe 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST FOR RIGHT OF W FOR DREW
STREET AND E EAST 33 FEET OF THE NE 1/4 OF THE NE 1/4 OF CTION 17,
TOWNSHIP 29 TH, RANGE 16 EAST FOR BAYVlEW BOULEVARD, LE EASEMENTS
RECORDED IN OR K 10951, PAGE 2554 AND OR BOOK 10951 AGE 2557 AND LESS
ROAD RIGHT OF WAYS EREOF. ALL LYING AND BEING IN PINE COUNlY, FLORIDA,
LYING WITHIN THE FOLLOWIN ETES AND BOUNDS DESCRI N:
COMMENCE AT THE NORTHEAST COR OF THE NORT ST 1/4 OF THE NORTHEAST 1/4
OF SECTION 17, TOWNSHIP 29 SOUTH, GE 16 ; THENCE RUN SOUTH 00"37'53"
WEST ALONG THE EASTERLY BOUNDARY U OF NORTHEAST 1/4 OF THE NORTHEAST
1/4 OF SAID SECTION 17, 50.00 FEET; THE~_ ~H 89"41'09" WEST, A DISTANCE OF
33.00 FEET TO A POINT ON A LINE BEING 3 ;uu ET WEST OF AND PARALLEL WITH THE
EAST UNE OF THE NORTHEAST 1/4 OF TH NORTH 114 OF SAID SECTION 17; THENCE
CONTINUING NORTH 89041'09" WEST, A TANCE OF 56' FEET TO THE POINT OF
BEGINNING; THENCE SOUTH 00"08'31" EST, A DISTANCE 0 9.09 FEET; THENCE NORTH
89"58'03" WEST, A DISTANCE OF 3 .44 FEET; THENCE NORTH 8'13" EAST, A DISTANCE
OF 330,84 FEET TO A POINT OF RSECTION WITH A UNE BEING .00 FEET SOUTH OF
AND PARALLEL WITH THE NORT UNE OF THE NORTHEAST 1/4 OF TH ORTHEAST 1/4 OF
SAID SECTION 17; THENCE S TH 89041'09" EAST, ALONG SAID PARALLEL E, A DISTANCE
OF 356.47 FEET, TO THE P. INT OF BEGINNING.
CONTAINING 2.700 ACR ,MORE OR LESS
CML/ SITE PLAN SUBMITTAL FOR:
PARKVIEW VILLAGE
PART OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST,
CITY OF CLEARWATER, FLORIDA
SUBJECT TO THO CERTAIN 60.00 FOOT WIDE RIGHTS-OF-WAY DEDICATED PER
RESOLUTION NO 74-76 AS RECORDED IN OFFICIAL RECORD BOOK 4193, PAGE 28 OF E
PUBUC RECO S OF PINELlAS COUNlY, FLORIDA.
LEGEND
A DEVELOPMENT BY
CLEARWATER HOUSING AUTHORITY
908 CLEVELAND STREET
Clearwater, Florida 33755
(727) 461-5777
,
ABBREVIA TIONS
..
BOC
EOP
DE
LME
UE
CUE
EL or
INV
LF
NGVD
PVI
NIC
R/W or
SB
STA
UP
FOOT
CATV
FPL or
UTF
~
t.
I[
It
CMP
D. I.P.
PVC
HOPE
RCP
ERCP
MH
STR
X.XX'
en"
'jy:.." .," i,~. '_~~"
I .;.,
,.i
BACK OF CURB or BACK OF GUTTER
EDGE OF PAVEMENT
DRAINAGE EASEMENT
LAKE MAINTENANCE EASEMENT
UTILITY EASEMENT
COUNTY UTILITY EASEMENT
ELEV ELEVATION
INVERT
LINEAR FEET
NATIONAL GEODETIC VERTICAL DATUM
POINT OF VERTICAL INTERSECTION
NOT IN CONTRACT
ROW RIGHT OF WAY
SOIL BORING
STATION
UTILITY POLE
FLORIDA DEPARTMENT OF TRANSPORTATION
CABLE TELEVISION
FP&L FLORIDA POWER & LIGHT
UNITED TELEPHONE OF FLORIDA
BASE LINE
CENTERLINE
FLOW LINE
PROPERTY LINE
CORRUGATED METAL P!PE
DUCTILE IRON PiPE
POLYVINYL CHLORIDE PIPE
HIGH DENSITY POLYETHYLENE
REINFORCED CONCRETE PIPE
ELLIPTICAL REINFORCED CONCRETE PIPE
MANHOLE
STORM SEWER STRUCTURE
LT/X.XX' RT FEET LEFT or FEET RIGHT
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PROPOSED ELEVATION
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DIRECTION OF DRAINAGE FLOW
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studioarchitects
655 N. Fran/tlh street Sfite 150 Tampa, Rorida 33602 Phone: 813-228-7301 Fax: 813-229-1981
E-msI bharntnont:Jfft.com Web Site: www.crbanstucIo.com
~
PIBmers '" EtPJsars '" Ec%tjsts · &rveyors '" Landscape ArcNlects · Transportation Condants
WilsonMiler, Inc.
NspIes 0 Fort Myers e Sarasota <tI Bradenton .. Tanpa .. TaIahassee
1101 ChanneIside Drive, tie 400N <l> Tampa, Rorida 33802 '" Phone: 813-223-9500 '" Fax: 813-223-D009 lit E-maI T8I7J)8.WlsmVler.com e Web Site: wwwwlsonmler.com
NOTE: OPEN SYMBOLS AND DASHED LINES DENOTE
EXISTING IMPROVEMENTS
LEGAL DESCRIPTION OF PROJECT PROPERlY:
THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16
EAST. LESS AND EXCEPT THE NORTH 50 FEET OF THE NE 1/4 OF THE NE 1/4 OF THE SECTION 17,
TOWNSHIP 29 SOUTH, RANGE 16 EAST FOR RIGHT OF WAY FOR DREW STREET AND THE EAST 33 FEET OF
THE NE 1/4 OF THE NE 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST FOR BAYVlEW
BOULEVARD, LESS EASEMENTS RECORDED IN O.R. BOOK 10951, PAGE 2554 AND O.R. BOOK 10951, PAGE
2557 AND LESS ROAD RIGHT OF WAYS THEREOF. ALL LYING AND BEING IN PINELlAS COUNTY FLORIDA.
INDEX TO SHEETS
r
SHEET DESCRIPTION
NO.
1 COVER SHEET
2 EXISTING UTlLmES PLAN
3 PRELIMINARY PLAT (1 of 2)
4 PRELIMINARY PLAT (2 of 2)
5 SITE PLAN (1 of 2)
6 SITE PLAN (2 of 2)
SA
7
8
9
10
11
12
13
14
15
16
17
18
19
20
&
~
.&
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&
&
~
~
&
NO.
SITE DETAILS
UTILITY PLAN (1 of 2)
UTILITY PLAN (2 of 2)
GRADING AND DRAINAGE PLAN (1 of 2)
GRADING AND DRAINAGE PLAN (2 of 2)
DRAINAGE STRUCTURE TABLE
PAVING AND DRAINAGE DETAILS
SIGNAGE PROGRAM PLAN
LIGHTING PLAN (1 of 2)
LIGHTING PLAN (2 of 2)
EXISTING CONDITIONS MAP (ON-SITE)
EXISTING CONDITIONS MAP (ON-SITE)
EXISTING CONDmONS MAP (OFF-SITE ROADWAYS)
EXISTING CONDITIONS MAP (OFF-SITE ROADWAYS)
EXISTING CONDITIONS MAP (OFF-SITE ROADWAYS)
SITE PLA~ APP~" ~n ~4-
~~~ ~D;~"'1 4- l~\ II
DRe DATE 71. I Q 4-
COB DATE ~... ., J u.... If. A.
_. __ . ...... _ _" 1_ .. , A'\!l1l () .
:::'~':'" cA ra/.,~
I lA I to" . . ..
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07/14/04 REVISED PER CITY OF CLEARWATER COMMENTS
DATE DESCRIPllON
BY..
PROJECT MANAGER
Michael M. English Ale.p.
PROJECT ENGINEER
Hamid Sahebkar P.E.
PROJECT SURVEYOR
Marvin H. Cox P~L.S.
CHECKED BY
-..~DATE
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~-'" .
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DATE
39991
FL. REG. NO.
RESERVED FOR STATUS AND DATE s:rAM~...(_ .
'--
PROJECT NUMBER
04370-000-003
DATE
05/17/2004
INDEX NUMBER
04370-000-001
Jul 14. 2004 11:15:58 BCASTOfX?\ENC\-04370\001\REV 01\04370 000 OOO.dwg
LEGEND
r-j;,,46
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07/14/04 FIELD BOOK/PAGES
DATE DRAWN BY / EMP. NO. CHECKED BY / EMP. NO. WM APPROVED BY:
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17 29S 16E
PARKVIEW VILLAGE
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~5' l.
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PARKVIEW VILLAGE
GRADING AND DRAINAGE PLAN
SHEET 2 OF 2
5 10 04
HORIZONTAL SCALE:
1" = 50'
VERTICAL SCALE:
N A
SEC: lWP: ROE: CROSS REFERENCE FILE NO.:
17 29S 16E
~/b~
HAMlDREZA SAHEBKAR. P.E.
FlORIDA CERTlRCATE NO. 39991
INDEX NUMBER:
04370-000....010
SHEET NUMBER:
1 0 OF 20
PROJECT NUMBER:
04370-000-003
Jul 14, 2004 - 15:31:01
BCAST01X:\ENG\ 04370\ oo1\REV 01\04370-000-01 O.dwg
...~,-.......
" ,
~REV NO.
SD NO. TYPE ELEVATIONS DOWNSTREAM PIPE
80-1 C-OBI TOP = 31.55 148 LF-18" RCP
INV = 28.05
80-2 O-OBI TOP = 31.3 331 LF-24/1 RCP
N INV = 27.75
E INV = 27.25
80-3 C-OBI TOP = 31.00 148 LF-24" RCP
INV= 27.25
80-4 O-OBI TOP = 31.00 81 LF-36/1 RCP
N INV = 26.84
W INV = 26.59
8 INV = 25.59
80-5 F-OBI TOP = 31.40 36 LF-15/1 RCP
INV = 28.30
80-6 F-OBI TOP = 31.40 191 LF-15/1 RCP
E INV = 28,18
8 INV = 28.08
80-7 INLET THRT = 31,10 36 LF-15" RCP
INV = 28.10
80-8 INLET THRT=31.10 31 LF-24/1 RCP
N INV = 27.70
E INV = 27.95
8 INV = 27.20
80-9 JB TOP = 32.20 78 LF-24" RCP
N INV = 27.13
W INV = 27.13
80-10 INLET THRT = 31.00 39lF-24" RCP
E INV = 26.98
8 INV = 26.98
80-11 INLET THRT = 31.00 44 LF-24/1 RCP
N INV = 26.90
W INV = 26,80
80-12 JB TOP = 31.55 173 LF-36/1 RCP
N INV = 25.43
E INV = 26.58
8 INV = 25.43
80-13 INLET THRT = 31.15 39 IF-15'' RCP
INV = 28.15
80-14 INLET THRT = 31.10 83 LF-24/1 RCP
N INV = 28.07
E INV = 27.32
80-15 INLET THRT = 31.00 33 LF-15/1 RCP
JNV = 28.00
80-16 INLET THRT = 31.00 191 LF-30/l RCP
N INV = 27.91
W INV = 27.16
E INV = 26.41
80-17 INLET THRT = 31.00 31 LF-15/1 RCP
INV = 28.00
80-18 INLET THRT = 31.00 51 LF-30" RCP
N INV = 27.94
W INV = 26.02
E INV = 26.02
80-19 INLET THRT = 31.00 40 LF-42" RCP
N INV = 25.08
W lNV = 25.58
8 INV = 24.58
80-20 INLET THRT = 31.00 30 LF-42/1 RCP
N INV = 24.50
8 INV = 24.50
80-21 INLET THRT = 31.00 112 LF-42" RCP
N INV = 24.44
8 INV = 18.25
80-21 A FE8 INV = 18.00
80-22 C-OBI TOP = 31.85 81 LF-15" RCP
INV = 28.85
80-23 O-OBI TOP = 31,70 140 LF-15/1 RCP
N INV = 28.69
W INV = 28.44
80-24 TOP = 31.40 148 LF-24/1 RCP
E INV = 28.15
8 JNV = 27.65
SD NO. TYPE ELEVATIONS DOWNSTREAM PIPE
80-25 O-OBI TOP = 31.10 247 LF-30/l RCP
N INV = 27.35
W INV = 26.60
80-26 C-OBI TOP = 31.00 148 LF-18" RCP
INV = 27.50
80-27 O-OBI TOP = 31.00 87 LF-36" RCP
N INV = 27.11
E INV = 26.11
8 INV = 25.61
80-28 INLET THRT = 31.00 30 LF-36" RCP
N INV = 25.43
8 INV = 25.43
80-29 INLET THRT = 31.00 33LF-36/1 RCP
N INV = 25.37
S INV = 25.37
80-30 INLET THRT = 31,00 30 LF-15" RCP
IINV = 28.00
80-31 INLET THRT = 31.00 124 LF-36" RCP
N INV = 25.37
E INV = 27.94
S INV = 25.31
80-32 C-OBI TOP = 32.10 180 LF-15" RCP
. tlNV = 29.27
80-33 O-OBI TOP = 31.75 176 LF-15" RCP
N INV = 28.91
W INV = 28.49
80-34 O-OBI TOP = 31.40 214 LF-24 RCP
E INV = 28.14
S INV = 27.64
80-35 O-OBI TOP = 31.00 47 LF-24/1 RCP
N INV = 27.21
W INV = 26.96
80-36 INLET THRT = 31.00 31 LF-15/1 RCP
INV = 28.00
80-37 INLET THRT = 31.00 100 LF-30/l RCP
81NV = 27.87
E INV = 26.87
W INV = 26.37
80-38 C-OBI TOP = 31.45 30 LF-15" RGP
INV = 28.20
80-39 JB TOP = 32.00 207 LF-30/l RCP
N INV = 28.14
E INV = 26.87
W INV = 26.17
80-40 INLET THRT = 31.00 30 LF-15/1 RCP
INV = 27.75
80-41 INLET THRT = 31.00 57 LF-30" RCP
8 INV = 27.69
E IINV = 25.75
W INV = 25.75
80-42 INLET THRT = 31.20 103 LF-42" RCP
N UNV = 25.06
E 'NV = 25.56
8 .NV = 24.56
80-43 INLET THRT = 31.00 30 LF-15" RCP
INV = 28.00
50-44 INLET THRT = 31.00 21 LF-15" RCP
N IINV = 27.94
8 IINV = 27.69
80-45 JB TOP = 32.30 84 LF-42" RGP
N INV = 24.35
W IINV = 27.65
8 INV = 18.25
50-45A FE8 INV = 18.00
80-46 C-OBI TOP = 31.75 110 LF-15" RCP
INV = 28,75
80-47 C-OBI TOIP = 31.80 139 LF-15" RCP
fNVL= 28.97
SO-48 O-OBI TOP = 31.50 221 LF-18" RCP
N INV = 28.50
W IINV = 28,67
8 INV = 28.00
SD NO. TYPE ELEVATIONS DOWNSTREAM PIPE
80-49 O-OBI TOP = 31.05 138 LF-24" RCP
N INV = 27.55
W INV = 27.30
80-50 O-OBI TOP = 31.00 83 LF-30" RCP
E INV = 27.02
W INV = 26.27
80-51 INLET THRT = 31.00 30 LF-15" RCP
INV = 27.75
80-52 INLET THRT = 31.00 300 LF-30/l RCP
8 INV = 27.69
E INV = 26.27
W INV=26.11
80-53 INLET THRT = 31.20 30 LF-18" RGP
INV = 27.50
80-54 INLET THRT = 31.20 57 LF-36" RCP
8 JNV =27.44
E INV = 25,51
W INV = 25.01
80-55 INLET THRT = 31.00 78 LF-36" RCP
E INV = 24.89
W INV= 18.20
80-55A FE8 INV = 18.00
80-56 C-OBI TOP = 31.35 126 LF-15/1 RCP
INV = 28.35
80-57 O-OBI TOP = 31.10 100 LF-18/1 RCP
E INV= 28.10
8 INY = 27.60
80-58 INLET THRT = 31.20 80 LF-18" RCP
N INV = 27.40
W INV = 27.40
80-59 INLET THRT = 31.20 30 LF-24/1 RCP
E INV = 27.24
8 INV = 26.74
80-60 C-OBI TOP = 31.00 15 LF-18" RCP
3' 8LOT = 29.0 8
INV = 27.50
80-61 INLET THRT = 31.00 40 LF-24" RCP
8 INV = 27.47
E INV = 26.97
80-62 JB TOP = 31.30 300 LF-30" RCP
N INV=26.68
E fNV = 26.68
W INV=26.18
80-63 INLET THRT = 31.20 30 LF-18" RCP
INV = 27.70
80-64 INLET THRT = 31.20 57 LF-36/1 RCP
N INV = 27,64
. E INV = 25.58
W INV = 25.08
80-65 INLET THRT= 31.00 100 LF-36/1 RCP
E INV = 24.96
W INV= 18.20
80-65A FE8 INV = 18.00
80-66 C-OBI TOP = 31,10 297 LF-15/1 RCP
INV = 27.75
80-67 C-OBI TOP = 31,10 15 LF-24/1 RCP
E INV = 27.16
N fNV = 27.06
80-67 A FE8 INV = 27.00
SO-68 INLET THRT = 31.00 30 LF-15" RCP
INV = 28.33
80-69 INLET THRT = 31.00 65 LF-15" RCP
8 INV = 28.24
N INV = 18.30
SO-69A FES INV = 18.00
SO-70 C-OBI TOP = 31,00 112 LF-15/1 RCP
INV = 27.75
SO-71 INLET THRT = 31.00 31 LF-15/1 RCP
INV = 28.33
SO NO. TYPE ELEVATIONS DOWNSTREAM PIPE
80-72 INLET THRT = 31.00 79 LF-18" RCP
W INV = 27.53
8 JNV = 28. 11
E INV = 27.28
80-73 C-OBI TOP = 31.00 30 LF-18" RCP
3' 8LOT = 29.0 8
INV = 27.50
SO-74 INLET THRT = 31,00 30 LF-18" RCP
S INV = 27.44
N INV = 27.44
80-75 INLET THRT= 31.00 188 LF-24" RCP
8 INV = 28. 11
W INV = 27.12
E INV = 26.62
80-76 INLET THRT = 31.20 30 LF-15" RCP
INV = 28.20
80-77 INLET THRT = 31.20 54 LF-30" RCP
8 INV = 28.14
W INV = 26.24
E INV = 25.74
80-78 INLET THRT = 31.20 61 LF-15" RCP
INV =28.53
80-79 INLET THRT = 31.00 75 LF-30/l RCP
8 INV = 28.33
W INV = 25.63
E INV = 18.45
80-79A FE8 INV = 18.00
80-80 C-OB I TOP = 31.00 15 LF-18/1 RCP
INV = 27.50
80-80A FE8 INV = 27.45 ,
80-81 C-OBI TOP = 31.00 15 LF-18/1 RCP
3' 8LOT = 29.0 W
INV = 27.50
80-82 INLET THRT = 31.00 56 IF-24'' RCP
W INV = 27.47 -
E INV = 27.22
80-83 INLET THRT = 31.20 30 LF-15" RCP
INV = 27.95
80-84 INLET THRT= 31.20 188 LF-24" RCP 0
S INV = 27,89
W JNV = 27.89
E INV = 26.62
80-85 INLET THRT = 31.20 30 LF-15/1 RCP
INV = 27.95
8D-86 INLET THRT = 31.20 52 LF-30" RCP
S INV = 27.89
W INV = 26.48
E INV = 25.98
80-87 INLET THRT= 31.00 16 IF-30'' RCP
W INV = 25.88
E INV = 18.20
8087A FE8 INV = 18.00
80-88 C-OBI TOP = 31.00 115 LF-18" RCP
tNV = 27.50
80-88A FES INV = 27.45
S0-89 JB TOP = 30.00 234 LF-18/1 RCP
W INV = 24.20
8 INV = 24.20
80-89A JB TOP = 30.00 179 LF-18" ERCP
REVISED PER CITY OF CLEARWATER COMMENTS
ACTIVITY
PARTY CHIEF:
DRAWN BY:
CHECKED BY:
07/14/04 FIELD BOOK/PAGES
DATE DRAWN BY / EMP. NO. CHECKED BY / EMP. NO. WM APPROVED BY:
PARKVIEW VILLAGE
INITIALS/EMP. NO. DATE
WI_Mi"., -~~""J:'.... CUENT:
PIInnert . ~ . Ec%t1ItIt8 · &Iveycn. t.andIcepe ArchitectJ . TrftpOrlaflon CaJdante
WIsonMJer, Inc.
NepIee.Forf .....s.ruota..lhdIntan.. T~.. T......
tf1I 0IaMeIIi:ft ~ &Me <<XM . r..... FbtiI3!6Q2.. Phone:"228-9tfOO .. Fax:"223-0009 . Web-S1Ie< .....dIr:cem
OA :
5 10 04 TITLE:
HORIZONTAL SCALE:
N A
ERTlCAL SCALE:
N A
SEC: lWP: RGE: CROSS REFERENCE FILE N .:
17 295 l6E
PARKVIEW VILLAGE
DRAINAGE STRUCTURE TABLE
CLEARWATER HOUSING AUTHORITY
REVISION
PROJECT:
SO NO. TYPE ELEVATIONS DOWNSTREAM PIPE
80-90 JB TOP = 31.00 316 LF-36" RCP
E INV = 24.30
N/8 INV = 24.05
S0-91 JB TOP = 34.00 350 LF-54" RCP
INV = 22.20
80-92 JB TOP = 31.00 347 LF-54" RCP
INV = 22.15
80-93 JB TOP = 30.00 495 LF-60" RCP
INV = 22.10
80-94 JB TOP = 31.15 408 LF-60" RCP
INV = 21.85
80-95 JB TOP = 31.00 437lF-60" RCP
INV = 21.60
80-96 JB TOP = 31.50 IF-60'' RCP
INV = 21,35 (CONNECT TO EXIST)
80-97 C8 8Ee DETAil 435 LF-42" RCP
80-98 JB TOP = 31.70 95 IF-42'' RCP
INV = 22,70
S0-99 JB TOP = 32.5 182 LF-42" RGP
INV = 22.50
80-100 CS 8EE DETAIL 105 IF-15'' RCP
S0-101 JB TOP = 31.50 89 IF-15'' RCP
INV = 22.85
80-102 C8 8EE DETAIL 131 LF-OBL 36" RCP
S0-103 OBl FES INV = 18.00
80-104 ' FE8 INV = 28.10 40 LF-24" RCP
SO-105 FES INV = 28.00
80-106 INLET THRT = 30.70 10 LF-15" RCP
INV = 28.00
80-107 JB TOP = 30.75 (CONN TO EXIST)
INV = 27.95
JUL 1 5 2004
PROJECT NUMBER:
04370-000-003
Jul 13, 2004 - 16:36:48 BCASTOlX:\ENG\04370\001\REV 01\04370-000-011.dwg
\
lJ::
MIN
1
PROPOSED1 ~
6' SCREEN
WALL
'\
1
I
-- -----
lIs' S/W
2% MAx
-'
lYPE-D
CURB
20'
100' R/W
15' 15'
,S!
7
7 ~ MlA,
~'y.
flI ,-^,l-\.
'2.,!:-::::::
,S!
7~.
<~ MIN.
~.
---""\\AIAV lI:"-=-~..."'''1 .......-.-..
I-lnA1.L!!C.L. ...... r" I '. n.JN r . M" n. V 11:..1
N.T.S.
R/W
I
I
I
I
TYPE-D
CURB
5'
-------
5'-
40' ASPHALT PAVEMENT
50' R/W
12' @
2.0% MIN.
I
I
85'
20'
6'
12'
TOB=32.0
~
--
-
1L.:
4
---- --
---~- -.
-....-........--
EL.=27.0
4' CONCRETEY ~
SIDEWALK 4 '"
20' VARIES
299'
VARIES
48'
lYPE '0' CURB---.... I
~ EL. = 32.0
PAVEMENT- ,~
4,
2%
-
4' CONCRETE.J
SIDEWALK
EL = 27.0
NWL.. EL - 24.0
4:1
12' 0
2.0% MIN.
f'
t;j
~
-
10'
MIN.
20'
,
,-^,l-\.
,~
VIL I A~a:- o~:vr
5'
I S/W
8' 0 2.0%
1.0% MIN. MAX.
12' ,28,1
I
HANDRAIL _
(lYP.)
1
I
I
~J:!:fTil ~
I ~
-"'-..-- _._.- ---. --I- - -- l!.::l?
ill,
I /T \11' ~i
EL =24.0 I/i 1 'fri--UTITt])
L4' CONCRETE
SIDEWALK
DHW 100 EL.=31.57
DHW 25 EL.=30.5
48'
El. = 27.0
4:1
BOT. EL. = 15.0
IS' S/W I
2% MAX.
--
-
lYPE-D
CURB
R/W
I
I
i
I
it
I
lYPE-D
CURB
50' R.O.W.
4'
CONC. SEPARATO~
EXISTING
88.00'
PROPOSED
TURN
LANE
96.00'
EXIST LANE
96.00'
EXIST LANE
88.00'
PROPOSED
TURN
LANE
=:==:~=.=:=.~~:::=:=:=====:=A
2%
W
I I S_~:I:~_GRADE
r::=~~~~:::~~=:::~==:::E'J 3" r" ~
TYPE-F CURB .----.-,-
AND GUTIER
.
J~EW S I t('=-'=-I
-~~ -. ... .
T T t-"Il :AI
N.T.S.
JLJL II'\\/E:"UE:"~IT
I"~
,t-( I~
RESIDENTIAL LOT
I
I SOD
I
14'0
1.0%
I MIN.
ASPHALT
6'0 C/L 6'0
2.0% I 2.0%
MIN. MIN.
I
I
it
SOD ~
4'0 I
1.0%
MIN. I
I
I
20' ALLEY
115'
v
PAD ELEVATION SHOWN
'~
nOL . "..,
ft' MIN.
T i;;..-.ai ~... 'II Ji="NTIAI LOT ~~r -TI(
N.T.S.
NOTE: REFER TO GRADING PLANS FOR ELEVATION SHOWN.
ILITTORAL ZONE
37'
115,
15' 5' I
I
12' VAR.
28'
48'
HANDRAIL
(lYP.)
lYPE '0' CURB
lYP.)
EL. = 32.0
EL. = 33.0
-==
I ~ RETAINING
V WALL
I I
1JTI7YI'
SI~~r~~,,_y -- -. - - -
--'''-1].. /
:i::[~'::':i i L::,
-----.
[EXISTING
GRADE
-~-- --.. -- ---
2%
El. .. 27.0
-
L4' CONCRETE
SIDEWALK
NWL.. EL = 24.0
EL =22.0
, ! r..=r \'"
! 1'=]'
4
1r:
4
l1
Po~n ,t-( nON B-B
N.T.S.
1-5'
VARIES 20'
.. I I ~lYPE '0' CURB
EL = >2.0 ~
lA [ PAVEMENT
l4
2%
-
L:::::::J
PC"i\ln Sf- ( ~ TION A-A
N.T.S.
L::.REV NO.
REVISED PER CllY OF CLEARWATER COMMENTS
REVISION 1
EL.=A5.0
v
6"
7'-8"
6" 6'-8" 6"
6"
18" 6"
I' I I
3'-0"
6"
'I I::
TOP EL. 25.0
1/4" ALUMINUM
SKIMMER ........
GRATE TOP-
I
I
I
I
,
I
I
I
I
I RCP
I
----------- ""'....... INV. EL 18.2
EL. 24.00
I
I
-j
:~~. !
~U- ~~I
L______ __________J
48"
l' MIN.
COVER
....
N
.
WEIR EL. 23.00
EL. 22.50
WEIR EL. 23.00
,-:-......1
Z
:i
'Ie
....
48" RCP
EL. 21.0
3' MIN.
FRONT
SIDE
CON-RcJI
.sJ2::.1.Q2 --
S I t-luCTU RE: JE1' A
TYPE "H" 0.8.1.
FOOT INDEX 232
N.T.S.
07/14/04
DATE DRAWN BY / ElAP. NO. CHECKED BY / E"'P. NO.
ACTIVllY
PARTY CHIEF:
DRAWN BY:
CHECKED BY:
FIELD BOOK/PAGES
WM APPROVED BY:
INITIALSjEMP. NO. DATE
Wi,.Mill. -~~=-.
PItmer8 . Bp.eers .. Eo%gJIII .. &neyors.. LendtIctIpe ArchItecIt . rratlllpOrlalion CondIII#s
WIsonMIer, Inc.
NapIee.Fort A6ww.s.ruota..8radtntcln. r8lJJl8 . r........
trJI 0ItmIIIkIe QW, &Ie 4lXII . r""", Rorlda 33tI02 .. Phone: 8I3-2ZH500 .. Fa: 8I3-223-CJOt>> .. Wtb-SIlfel.........."'*':com
CLIENT:
PROJECT:
TOP EL 30.5
WEIR EL 25.5
El. 25.0
42" RCP
TOP EL. 30,5
WEIR EL. 24.00
15" RCP
CLEARWATER HOUSING AUTHORITY
PARKVIEW VILLAGE
STOP BAR X
1_\
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.
/
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6"
6", 10.5" I 6"
I
18" 6" 3'-0" 6"
r-tI' 'I I'
1/4" ALUMINUM
SKIMMER
........
I
I
,
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GRAlE TOP ------
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I
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~ I i RCP I
b ------------..........1'...... INV. EL. 23.5
....
EL 22.5
FRONT
SIDE
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I :1 IN I t(OL
.s.p-97
sfl-lljCTURE DErAIL
TYPE "E" 0.8.1.
FOOT INDEX 232
N.T.S.
A1REMOVABlE eN'
, I
"
~ f) PVC
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EL 24.0
CAP L-1
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1~.25"1
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GRA lE TOP - I COVER
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....
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TYPE "c:' 0.8.1.
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N.T.S.
~ ~ [f.r..~..'J -,~ \\1,1 Wi..E rr.[~ i
o LG~d\)~i\\J\
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/' HAMIDREZA SAHEBKAR, P,E.
FlORIDA CERTlRCATE NO. 39991
DATE:
5/10/04
HORIZONTAL SCALE:
NTS
VERTICAL SCALE:
N/A
SEC: TWP: RGE:
17 29S 16E
TITLE:
PARKVIEW VILLAGE
PAVING AND DRAINAGE DETAILS
INDEX NUMBER:
04370-000-012
SHEET NUMBER:
12 OF 20
CROSS REFERENCE FILE NO.:
I PROJECT NUMBER:
04370-000-003
Jul 14. 2004 - 11 :29:58 BCASTOIX:\ENG\04370\OOl\REV 01\04370--OO0-012.dwg
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PI llMARY COMMUNITY ENTRY IDENTIFICATIONI
R :rAIL IDENTIFICATION
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.6.REV NO.
REVISED PER CITY OF CLEARWATER COMMENTS
REVISION I
07/14/04
DATE DRAWN BY / EMP. NO. CHECKED BY / EMP. NO.
ACTIVITY
PAR1Y CHIEF;
DRAWN BY;
CHECKED BY;
FIELD BOOK/PAGES
WM APPROVED BY;
INITIALS/EMP. NO.
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DATE
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III ,II
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--;;::-:::-::::-::::-::-::-::=::.-;;::~:::~=================- '
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r-
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5.0
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TRAFFIC CONTROL SIGNS
NOT TO SCALE
Wi.",lle, _T~:=".. CUENT:
PIImn .. ~ " EooIotiIIe .. Scneycn" I..8nd8cIpe ArcNtectt " 7ran8porlafton Ccndant8
WiIsonIAr, Inc.
NepIea.Forf AfyetwoSllraota.. 8"adIntcn.. r.".,. "rallhuaee
1111 ChImeItide ~ 8Ife <<XII " r.".,., AriiI 336Q2 .. ~ "218-9600 "Fax: ,.22:HJ009 .. Wef)-Ste: INIKlI1Itcr.mllw:ccm
PROJECT:
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PEDESTRIAN INFORMATION SIGN
NOT TO SCALE
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NOT TO SCALE
7
"BLADE SIGN" RETAIL IDENTIFICATION
NOT TO SCALE
PARKVIEW VILLAGE
Signage Program
In an effort to present a consistent image' throughout Parkview Village, as well as to direct
and inform pedestrian and vehicular traffic, Clearwater Housing Authority (CHA), in
conjunction with Urban Studio Architects, Inc. (USA) will develop a signage program. The
program will be in effect for all new and replacement signage. The signage system sha.1I be
divided into two groups (Residential and Non-Residential) for the purposes of more
efficiently meeting the requirements of this multi-use project.
The owner, CHA in conjunction with USA, shall provide all components, finishes, typography
and logos within the signage program.
Sign locations Shall be determined or approved by CHA. Any sign located within a public
right-of-way or within a specified setback must first comply with the City of Clearwater sign
ordinances.
Residential System
Primary Entry Identification .
to be used at the major entry points of Parkview Village.
Amenity Entry Identification (post mounted sign)-
to be used at or adjacent to a specific amenity (i.e. parks) within Parkview Village.
Secondary Site Identification -
free-standing ground mounted column sign.
Non-Residential System
street Identification -
to be used for the purpose of street identification within Parkview Village.
Tenant Directory -
To be used along major entry roads into and within Parkview Village for the purpose of
identifying and directing pedestrian and vehicular traffic.
Primary Vehicular Directional -
To be used along road within Parkview Village for the purpose of directing vehicular traffic to
various amenities, buildings, ...
JUL 1 5 2UU4
CLEARWATER HOUSING AUTHORITY
Pedestrian Information -
To be used along pathways, near buildings, etc., within Parkview Village for the purpose of
directing and informing pedestrian traffic.
Traffic Control-
to be used along all roads (publiC and private) within Parkview Village.
DATE:
5/15/04
HORIZONTAL SCALE:
1" ""' 50'
VERTICAL SCALE:
N/A
SEC: TWP: RGE:
17 295 16E
TITLE:
SIGNAGE PROGRAM/PLAN
INDEX NUMBER:
04370-000-001
SHEET NUMBER:
13 OF 20
CROSS REFERENCE FILE NO.:
I PROJECT NU04370-000-001
I
Jut 14, 2004 - 11:50:17 BCASTO\X'\ENG\04370\001\REV 01\04370-000-L20.dwg
---
,...-
Decor0 tive Street Light-
+- To be provided by Progress
Energy, Coloni0l Pole 0nd
Monticello Fixture
~
6
ACTIVITY
PARTY CHIEF:
DRAWN BY:
CHECKED BY:
07/14/04 LDDT/01713 FIELD BOOK/PAGES
DATE DRAWN BY I EIoIP. NO. CHECKED BY I EMP. NO. WM APPROVED BY:
.t:.REV NO.
REVISED PER CITY OF CLEARWATER COMMENTS
REVISION I
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DATE:
5/15/04 TITLE-LIGHTING
CLEARWATER HOUSING AUTHORITY HORIZONTAL SCALE:
1" = 50'
IVERTlCAl SCAlE:
N/A
PARKVIEW VILLAGE SEC: TWP: RGE: \;ROSS REFERENCE FILE NO.:
17 295 16E
-
4
SCALE: 1" =50'
~. l
/
100'
Wi,.Miller _~~=-M CUENT:
Pf8mere . a~ ~ EcoIogItts . &Iwycn.. LandtctIpe Arditecfa .. Tranrporlalion CcndantI
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I PROJECT NU.MBER:
04370-000-001
INDEX NUMBER:
04370-000-001
SHEET NUMBER:
14 OF 20
Jul 14, 2004 - 18:48:11 BCASTO!X:\ENG\04370\001\REV 01\04370-000-L21.dwg
-----------
6
REVISED PER CITY OF CLEARWATER COMMENTS
07/14/04 LDDT/01713
DATE DRAWN BY / EMP. NO. CHECKED BY / ElAP. NO.
,6.REV NO.
REVISION
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VILLAGE LAKE
DATE
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DATE:
07 14 04
HORIZONTAl SCALE:
1" = 50'
TICAL SCALE:
N A
SEC: TWP: ROE:
17 29S 16E
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- JUL 1 5 2004
SCALE: 1"=50'
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CLEARWATER HOUSIING AUTHORITY
TITLE:
LIGHTING PLAN (SHEET 2 OF 2)
PROJECT:
PARKVIEW VILLAGE
CROSS REFERENCE FILE NO.:
PROJECT NUMBER:
04370-000-001
INDEX NUMBER:
04370-000-001
SHEET NUMBER:
15 OF 20
FOUND 1/t'
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,,28.7
IQJfI'
N89.58'03"W
~lf1' 255.59'
o
I
I
10': ~ 32.91
~ A A10" 11~
12" ~O" LEt 11.
A~
11.
10"
12"
31.02
20"
11.
tY
30.40
21.
~
1~
A12"
1
I
29.68
,,34.6
,,29.9
,,29.9
4., 4(QJ
1 O"~
1
,,29.11
~10"
li
14.
~
'AJ:
15" 1 0"
~ A
28.16
I
13': 27.81
~ ,~2" I
1
I
1~2"
14.
1~
1
.28.2
,,28.3 27.56
~1f1'
l7.13
----a--~-
- - - - .......--
LEGEND
o
(}
If'
o
1m
LB = LICENSED BUSINESS
(P) = PLAT MEASUREMENT
(D) = DEED MEASUREMENT
(F) = FIELD MEASUREMENT
(C) = CALCULATED
E.P. == EDGE OF PAVEMENT
CONC == CONCRETE
C/L = CENTER LINE
SAN. == SANITARY
MH. == MANHOLE
INV. = INVERT
P.V.C. = POLYVINYL CHLORIDE PIPE
R.C.P. = REINFORCED CONCRETE PIPE
C.M.P. = CORRUGATED METAL PIPE
FOOT = FlORIDA DEPARTMENT OF
TRANSPORTATION
MES = MITERED END SECTION
I!J = U WE CONCRETE WALL
P.S.M. = PROFESSIONAL SURVEYOR
AND MAPPER
1Q] = WATER METER
Al1.
Al3"
IQJ 1 0"
1 ~ 11.
11.A Al1.
1QJ9" IQJT
~10"
1QJ9"
SECTION
17
TOWNSHIP 29 SOUTH
PINELLAS COUNTY,
RANGE
FLORIDA
DREW STREET
THE NORTH LINE OF THE NE 1/4 OF
THE NE 1/4 OF SECTION ~7~
Al~l2"
~13"
S89.41 '09" E 1366.56'
~1f1'
,,31.4
~1T
,,30.2
~lT
~1f1'
d fI' ,fI' ,4.
~11.
13" A ..Al'.
,12"
~11.
~
ii2
c 1 11.
28.99 A;O"
gt-
~I 14.
...J A
(!) t28. 4~~
~ 11. 11 ~12"
e-;
A>-A12"
Al3"
-i22"
1e112"
1e112"
1e110"
"..,21.
29.7l\:l1
15" IQJ
IQJ5" 1G114.
~fI'
I~!
.4.
1G11 fI'
12"101 A10" A10"
~ 1QJ12"
L6
4. ,4. .5"
IQJ
T .28.5
i3"
,,28.5
== CONCRETE UTILITY POLE
= LIGHT POLE
= GUY ANCHOR
= UTILITY POLE
== TRAFFIC CONTROL BOX
= ELECTRIC PANEL
= WATER VALVE
= FIRE HYDRANT
== STORM MANHOLE
= SANITARY MANHOLE
= GAS METER
= GAS VALVE
= TELEPHONE MANHOLE
= TELEPHONE UTILITY BOX
= SIGN
$ = BENCH MARK
S.R. = STATE ROAD
RIW = RIGHT -OF-WAY
(R) = RADIAL LINE
[> = SANITARY CLEANOUT
@) =WElL
SPOT ELEVATIONS
,.6.1 = GROUND SPOT ELEVATION
1E123"
1G114.
10"~4. 10"
12"
1e11 fI' 013"
1e113"
~fI'
1e113"
,.6.13 = PAVEMENT SPOT ELEVATION
lei 1 0"
K:Dl1.
~~.6R = PAVEMENT SPOT ELEVATION
,. 25: 12: fg~EobFc~f~hi~A~el{,ATlON
1eI10"
li iO" ---relfI'-
A10"
IGIT
25 60 = TOP OF CURB ELEVATION
,.25: 12 = EDGE OF PAVEMENT ELEVATION
lei 1 0"
fI'
Iel.-
,
li ~2"
A
14.
1e112"
- AE.17 .
12" Al2"
~10"
IQJ 12"
_SANDLEWOOD-PRIVE
----
------_---..11___
!::i
-----
--
li.1
-i,3"
A1.AO"
1~
---
fG)8"
1 0"Ie)
IeIT
29.5"
CENTERLINE OF A 60.0 FOOT PARCEL
OF LAND FOR RIGHT-OF-WAY
DEDICATED PER RESOLUTION NO. 74-76
IN O.R. BOOK 4193, PAGE 28
K:D1 fI'
~
N89.51'35"W 400.00'
~2"
,,29.1
1T,1T
lei
~
,,28.6 A10"
A13"
1eI10"
ri1.
~ TYPE CONCRETE tIRE fENCE
END WALL 9t-.~EO
30" RC '~.4 TOP Of 8t-~, ~.~
INV. ElEV. - 23.01' 1 <1'--... .. _
.v ..........'OE" "- 29:~ ~9:~'
22.4 ~.~,
23 ~22. 51: ~~
7r~();:. ~.7 ~2.9 ,,~3.0 ___.l~.:.L-
2'2 9 22..5'>c,~- "-,,20.3 21
~. 23.2' ~~ - - 1~1.4 1~0.9 .
. . 22.5 1~2.~
\ ~-- ""230'
)23'~24.1 "'2j.i -z3:r'TOPOF Bt-HI< .
22.8
:s
@~.2
~12"
20}
22.3f
21.7 2f';
--L 1_1'-
-JJ4 L-
29.11
,,24.1
,,24.2
,,23.7
--------------
......
o
0-
<D
o
1m
1><1 GV
CO
rII
-<>-
ACTIVITY
PARTY CHIEF:
DRAWN BY:
CHECKED BY:
FIELD BOOK/PAGES
DRAWN BY I EMP. NO. CHECKED BY I EMP. NO. WM APPROVED BY:
DATE
Wi,.Mille,
PItInner8 . E/wiIetn . EcoIog/tIII . SUwycn. Lsndtcspe ArcIrItects . Tr8IIfIporlaIio CondIIIIB
WI8onMIer, Inc.
Nep/ee -Forl...,..SIraaofa" BradIntcln" r.... . r...,....
1IJI ChamtIIttIde ~ ale 40tW . r.... Rorlda 3'J602 . Phone: 8I3-22H6lJO . Fa: 813-123-0009 . Wtb-aYeo nw.1IIIcmIer:can
MATCH LINE SEE SHEET 2 OF 2
LEGAL DESCRIPTION:
THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17. TOWNSHIP 29
SOUTH. RANGE 16 EAST, LESS AND EXCEPT THE NORTH SO FEET OF THE NE 1 14 OF THE
NE 1/4 OF THE SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST FOR RIGHT OF WAY
FOR DREW STREET AND THE EAST 33 FEET OF THE NE 1 14 OF THE NE 1/4 OF SECTION
17, TOWNSHIP 29 SOUTH, RANGE 16 EAST FOR BAYVlEW BOULEVARD, LESS EASEMENTS
RECORDED IN O.R. BOOK 10951, PAGE 2554 AND O.R. BOOK 10951, PAGE 2557 AND
LESS ROAD RIGHT OF WAYS THEREOF. ALL LYING AND BEING IN PINELLAS COUNTY
FLORIDA.
~
@= UNKNOWN TREE
D= OAK TREE
A= PALM TREE
lEI = PINE TREE
@ = ORNAMENTAL TREE
~= MAPLE TREE
ISJ... SYCAMORE TREE
~= CEDAR TREE
INITIALS/EMP. NO.
DATE
-.....;... - I'L U:lLOOlIlllIPlI
IIIIlanIIlI: ~ - ewe. fII AIlfIlIrBIII_
CLIENT:
CLEARWATER HOUSING AUTHORITY
LAT/1685
MHF 1785
16
8
g
1G11 fI'
12",1~
ICi8"
KiD9"
2'r
K:D
~
---
'"
A~
-........
-........
~18"
A10"
30" CMP
INV. ElEV. - 22.85'
2020"
K:D
~
\28.2
22.9
ri' 14"
IQJ
IGlfI'
fI'@
6"1QJ
19".13"
IQJ
N89.58'03"W
397.52'
22.9 28.9
PROJECT:
EAST
POINT OF COMMENCEMENT
NE CORNER OF
THE NE 1/4 OF THE NE 1/4 OF
SECTION 17-29-16
.; ,
ITE BENCH MARK
FOUND BRASS DISK
.PINEI.1AS COUNTY ENGINEERING DEPT:
ElEVAllON - 28.08
N 11053.4759
E 1 ??OO.??OO
0090-35A
L2
A12"
1e114.
POINT OF BEGINNING/
FOUND 1/t'
IRON ROD
"G.F.Y. LB021"
108",1012"
lei
11III
lei 1 0"
IeI5"
lei 1 0"
14"
~5': 1f1'
14. 15"
11. 1 fI'
11.
SCALE: 1N_50'
~. l.
33.00'
A Al2"
10"
La.J
I~
~
~
Ii
I
100'
A10"
~10"
1e11 0"
IG1f1'
lei 1 0"
IeI5"
/STORM MANHOLE
RIM ElEV. -28.61'
NORTH (1f1' RCP) ElEV. - 24.32'
WEST (1$' X 24. CUP) ElEV. - 24.04'
I
~
11~~13"
~1f
IL.
o
" 00....,....
..- .................
.....Z
It) 01.&.10
CO"zt=
o C\/ ()
..- ..... 1.&.1 1.&.1
I(/)
3: 3: I- IL.
M Ml:;O
It) It) ....
i' i' ~~
I"") I"") :J
b b 1.&.1
oli;Z
~ (J) LS~
1.&.11-
I
I-
1e112"
IeIfI'
~32"
\
\
1e16"
\
A10"
1e112"
----------
-----------
NOTES:
1. THIS MAP IS INTENDED TO SHOW LIMITED TOPOGRAPHIC DATA WITHIN THE SUBJECT PARCR AND ON PROPERTIES ADJACENT TO THE SUBJECT PARCR. DATA
INCLUDED WITHIN THIS SURVEY IS LIMITED TO THOSE IMPROVEMENTS SHOWN WHICH WERE SELECTED SPECIFICAlLY BY THE PROJECT ENGINEER AS ELEMENTS
CRmCAL TO PROPOSED ENGINEERING DESIGN. EXISTING BUILDINGS, PAVEMENT, UTIUT1ES AND OTHER INTERIOR IMPROVEMENTS HAVE NOT BEEN LOCATED OR SHOWN
UPON THIS SURVEY DRAWING AS IT IS ANTICIPATED THAT THEY WILL BE DEMOUSHED.
2. TREES SHOWN HEREON WERE TAKEN FROM THAT CERTAIN SPECIFIC PURPOSE SURVEY PREPARED BY THE UNDERSIGNED ENTITlED "PARKVlEW VILLAGE SPECIFIC
PURPOSE SURVEY (TREE LOCATlONS'- PROJECT No.04370-000-001 DATED 4/14/04.
THE PURPOSE OF THAT SURVEY WAS TO SHOW THE LOCATIONS OF THOSE TREES WHICH:
(i) LIE WITHIN THE BOUNDARIES OF THE SUBJECT PARCEl;
(ii) UE ON ADJACENT PROPERTIES WITHIN 25 FEET OF THE BOUNDARIES OF THE SUBJECT PARCEl;
AND (iii) ARE CONSIDERED TO BE PROTECTED TREES UNDER ARTICLE II OF CHAPTER 166 OF THE P1NELLAS COUNTY LAND DEVElOPMENT CODE.
3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF Nf( UNDERGROUND IMPROVEMENTS, STRUCTURES, OR FOUNDATIONS.
UNDERGROUND UTIUT1ES. IF SHOWN HEREON, ARE SHOWN PER DATA INDICATED BELOW AND THE LOCATION OF ALL UNDERGROUND UTIUlY UNES ARE APPROXIMATE
ONLY. THIS DOCUMENT SHOULD NOT BE RELIED UPON FOR EXCAVATION OR CRmCAL DESIGN FUNCTIONS WITHOUT FIELD VERIFICATION OF UNDERGROUND UTIUlY
LOCATIONS. UTIUT1ES OTHER THAN THOSE SHOWN HEREON MAY EXIST.
4. ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY CONTROL STATION "COURTNEY B' HAVING A PUBLISHED ElEVAll0N OF 3.66 FEET,
(REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988).
!.. . ~ __00-
iDF
I .v3
i
I l
L' PLA .f\H~ING & l.:'.....VE.LOPMENT
SERVICES
CITY OF CLE,\RWATER
ATE:
TITLE:
EXISTING CONDITIONS MAP
(ON-SITE)
INDEX NUMBER:
PARKVIEW VILLAGE
HORIZONTAL SCALE:
1" = 50'
VERTICAL SCALE:
N A
SEC: lWP: RGE: CROSS REFERENCE FILE NO.:
17 29S 16E
16 OF 20
PROJECT NUMBER:
04370-000-003
SHEET NUMBER:
Aug 03, 2004 - 08:21:30 RAGUIAR!X:\Sur\04370\TO-ENG\ONS!TE\04370-000-003.dwg
SECTION
17
TOWNSHIP 29 SOUTH RANGE
PINELLAS COUNTY, FLORIDA
16
EAST
-
MATCH LINE SEE SHEET 1 OF 2
-=r-226 1- - - - - ~ - - - - - - :1\::~L8 r"\-
22.2 .24.2 .24.4 .24.9 .24.8 .24.1 .23.8 \
. .29.9
\~\ .24.1 .24.7 .24.9 .24.2 122} F1.6
.25.0
!., . "."
~ 24.86 22.S~\~ .24.6 23.4i ~22.621.
. 26~/,~, \~\ .24' .246 /. /;/ I 23.0 ;30.6
""'.6 " .. ~ ,:,')~3' .246 23.'/ ~~ rr
. ".28.5 ~22~1}...' . .24.2 /' ~23~1.9 o/rr ~0.2
"''/3.0 ~' "\., ~ e~23.6 /rJ ~ '6 .27.5 "
~ IJ' ~Qt.IJ'~ ~ .26.7 '.30.1
. 22.4 2~Ll ~o'? .' ~22.7 ~ ~ .28.2'
3C!' CM . '22.7 ~~~ -----..... 3.1 I
INV. ELEV. - 23.00' '28 7 9.1.4 2 A -23 0 .28 1
'M.i . 22.;- qr."7 ~ . ~1'
" " ---. 11-- 1.95 .25.9 26 9.28.1
MITERED'END S 4.~ .- 23.2 ~ .262jS ~30.0
INV. ELEV.,- 22.36' "'--Ml1ERm END SECTION . 27
" .28.5 INV. ELEV. - 21.99' . _ .30,2_ .7\
....... ~4' . ~30.
J'a....... " . X 45" RCP :1I211"
If.... . . " "29.7 29 ., 8 1
.~ 29.2 ': '~2..9'4
Kidtr \
@tf,l'
ri" ri'" 29"j '1.0 1""
I I,.,
28.0
-r'-
L.,
J
4. j
4. 29 . 2
4. "'
4.
tf'f;
:- 29.3
4-, 4"
-r
L II
- - ~S- -
-------------
------
--,-
20"~
,
---
---
------
I ,
i '~1
I
I
I
I
1
I
I
12" 1
Au)" I
1S- ~I
,~ ~I
81
o
~I
~I
. 10" C1i I
28.& ~24.
'i
~2"
tf~
2b 30.5
24.
~
~7"
13"~.
~ A".
.28.0
Al,.
27.27
4.,tf
I~
.~
SCALE: 1- -50'
~, ~,
I~ 3"
l'~A,2"
I
.26.4
I
100'
"~
jE
129.9
14.
~
I
\
.26.9 @12"
tf
~
27.32
.24.1
@S- .ff'
.24.6
9",w
20"
~
~14.
~
.28.9
.29.0
A". 26.7.'
@S- fi;.OZ /
28.3.28.2/ . )(26.5
27.21 /
27.35 "'26.3
.....
::::>
z
~
~
~
~
j 1"9"
A
I
, 20"
~O"
~
'\. ~27.63 '\.
X~A14" ~7'S8 '\.
"'Al,.
12" &,,'S'. 2~7'32 1,:} ~
~ 12"
~~Q '~
27.07 ~~ ~'S'
'\. ~o '\.
'\. t> '\.
26.6 a~~
4.'1~r 4.
112" :12"
~1'S' r: ~
~12"
J!ff'
gS-tr
&0""'.
Al2"
U
t~'1
1J:$,0" .
AIO"
~tr
x28.3
.28.7
x26.6
~llr
IaJ9"
li
rrl
A,." ~13"
lX)
o
o
o
to
W
,....
L()
r....
......
1GI27"
~3C!'
1al42"
121,2"
L()
lX)
o
.28.5
'~i
A
12"
14"
A
lL.
o
~,....
............
....z
LaJO
z-
t>
LaJW
IV)
t-
lL.
~O
LaJ~
Z::::'
:J
W
li;Z
LaJW
3:I
t-
LaJ
I
t-
......
@tr
y
~
~
L()
......
t')
b
o
C/)
.",4","'''
@
1tflm-.
'Il;1I30"
A,O"
A,O"
~7"
~12" iO"
~'S'
x29.2
30"@
20"
@
.28.1
,
~14.
'~AI
.'4"
~10"
Aff'10"
Atr12"
....
o
b
o
z
.28.7
taI3O"
liJ
.28 .2 IGJ7"
12114"
tftrtr9"
A
1GI24.
28.61
A
tj' 12"
~
tf9" 12" .
A
g{
.26.4
iO"
lei 0" i 2"
x28.8
x27.O
4. ,4iQi28. 6
Kf
~1tr
.28.4
A 12"
x30.0
'" 26.97
9"~ '~O" ~
li -, "lK,'S'
LINE TABLE
LENGTH BEARING
50.00 SOCT37'53"W
33.00 N89"41'09"W
158.61 N89"59'52"W
158.65 NOCT08'25" E
15.51 NOCT08'25" E
108,26 N89"51'35-W
83.53 SOCT05'24"W
36.42 N89"57'44"W
01.59 SOCT01'13"W
@tr
~tr
'-r/'
11~~
12"
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
S-,~
U
A 12"
~O"
I
1
1
I
I
I
I
1-
~24.
,
1G!12"
7"
IG!
x28.8
...----..........
/' .......
/ "-
/ \
Ii \\
/ I I
~31 \
/ \ I
/ \ 8.5' /
/ \ DETAIL "A. /
/ "- NOT TO SCALE /
/ ........ ./
/ ..........___...-7 11.
/ ~
/ @7" 27.5x/
/ /
/ /
/ / / ~ 1.
j / / 1S-~
. / / ~
4 I / /
\29.6 f'..' II ///
/ /
/ .27.9 /
r / /:"
o'~ /t9. 0 RM MANHOLE /
. / ~=. ~. (itr 30~~) _ 21.59'
N.E. INV. (3tr RCP) - 21.75'
SOUTH INV. (12" METAL) - 22.91'
/ NORlll INV. (12" METAL) = 22.88'
/ , ^
/ 28.1
.-,4-,
~SANITARY MANHOlE
29 '5 ~ RIM ElEV. - 30.89'
30. S.W. INV. (3tr RCP) - 21.83'
.29.3 N.E. INV. (3tr RCP) - 22.01'
Y SOUTH INV. (12" METAL) = 22.86'
'y NORlll INV. (12" METAL) - 22.89'
29 4 .28.8
3~. 8 x30. 5 SANITARY 'MANHOLE
30.~RlM ELEV. - 31.59'
. .29.4
x 1.5
;JW _30.5
:r,L,Y ~ x30...2
30 :7 . 31.9 JOP OF B"N~.~ 1 ...6..-
1 . 4- ..--..-.. . ---- 2 .
.27.4
1'.'7" Itr20"
~
x27.4
lL.
o
lX) ~,....
.... ........ .....
O""Z
,.... LaJ 0
N zi=
.... W fd
:> I V)
;> t-lL.
~ lL.0
L()O~
~ LaJ ........
...... Z..-
t')-
. --' LaJ
o t- Z
OC/)
C/) ~~
LaJt-
i!=
A14.
1 O"~ 'S'
S-~{
@S-
@ft'
A,2"
~tr
14"
~
x28.3
CENTER LINE OF A 60,0 FOOT PARCEL
OF LAND FOR RIGHT-OF-WAY
DEDICATED PER RESOLUTION NO. 74-76
IN O.R, BOOK 4193, PAGE 28
x26.7
"
'\.
2"
2tj'
IG!
rr?'
.27.7
Altr
11"
~O:(14.
~11'
..........
9"~
tr 9",10".12"
_Ki:
12"
is- A It:
~~L~~tr ~
~.9S
'-......
--
---U". A,'S'
Al2"
'~A ~12"
12"
D;
\'"
'~ .\
2'S'~ I \
3b rdt 3 .3 . 26.6
30.3
17"
.IGI~
11
.28.3
A,ff'
~
A12" A,O"
.27.5
@7"
__x2~ _ _....P.E..27.~ ~.9~
26.96
27.12
27.14
27.30
27.55
gi7"
-----
12"
1{ A
~ A10"
'i
sB ~4"
tr@
ltr
let A,O"
.to"
'i. ~O"
trIG!
13':
~ 14"
'~
-,4.
~
12"
14. ~
AA
14" -
~12"
1~0"
"""'-
.26.7
-
~
~7"
lJGl
~
1',12"
.27.9
1 O"~
trial
@3ft'
1f~
2tr~
.28.41b
x28.8
14.
.:!.
'i
14.
:A
y
~
y
~
As-
y
y
~
y
Ar
Ar
y
~
hr
30.3
x27.6
".
~
L3
.26.6
,S-'S" ~'S'
1~~~'S'
~ ~'4"
1 S-""""'~ 'S'
@18"
.29. 1 ~9"
A10"
@1tr 84.
20"
~
.26.3
x29.1
AIO"
~11.
STORM MANHOLE
RIM ELEV. = 31.32'
(A) NORlll INV. (24" RCP) = 23.28'
(8) NORlll INV. (24. CMP) - 24.45'%
(C) N.E. INV. (3tr RCP) - 21.59':f:
(0) SOUTH INV. (3tr RCP) - 21.80'%
(E) SOUTH INV. (24" RCP) - 23.34'
x27.O
1aI,0"
mr
A10"@~11" 121,5"
3~
gi4.
7"
A1'S' Y ~
@8"
JGJ6"1
. ~4" 1"':"
1 0" 1mtP'8" IS.I
8"
12"
IS)
1~
10"
~1ff'
12",# 2"
31{
(
A1s-
.28.1
~ltr
1211 S-
I
j4.
IG!
1tr~
STORM MANHOlE
RIM ELEV. - 31.28'
SOUTH INV. (3tr RCP) - 21.52'
N.E. INV. (3ft' RCP) = 21.62'
NORlll INV. (24. RCP) - 23.68'
jlTARY MANHOLE
RIM ELEV. -29~58'
28.9
.29.4
x28.7
x28.7
.29.1
28.6x
29.20
29.0x
x28.7
.28.7
.29.3
.29.2
x29.1
.29.6
x2/=ITARY MANHOLE
(!f'" _ RIM ELEV.-29.14
x28.7
x28.7
.29.7
.29.4
x29.4
a...... x29. 5
~ITARY MANHOLE x29.5
RIM ELEV. = 29.95"
x29.9 29.6x
x31.0 Tn '. 31.4
x29.1
x29.0
.29.8
x29.3
31.7
FOUND 1/2" 31.8
IRON ROD 4., 7"@
"LB 1834" 31.
32.2. 32.0.32.0><
32.7. 32.6.
33.3x
.29.8
2~ 28.7.
~
Atr
Y
Al' .
Y
~
Al'
x29.7
.29.7
8' CHAIN UNK FENCE
.29.8
x29.8
.29.7
_2'S' .20"
4
.29.1
x29.7
,,30.4
~ ."" ---J9;8
29.1x x29.0. ".29')29.6
31. 29".31...:L- ,,31.0
,,30.0
,,29.9
_30.9
.28.7
II
31.0
--
x28.S
.29.5
.30.1
28.7.
.28.7
.29.5
: 11.dr
10"
.28.9
9"
29.1x
1.
28.4x
x30.4
x30.8
x30.1
FOUND 5/r!'
IRON ROD .
1.
.28.1
x28.6
11"
x28.2
30.
tj' .ff' ,r!' .4" ,4.
89"58'03 W 1355.67
30.6 30.4
SANITARY MANHOLE
RIM ELEV. .. 31.80'
S.E. INV. (3ft' CMP) - 28.20'
SOUTH INV. (tr PVC) - 27.20'
E'AST INV. (1tf CMP) - 24.68'
WEST INV. (42" RCP) - 21.45'
NORlll INV. (3tr RCP) - 21.45'
.31.1 x31.2
x30.5
SANITARY MANHOLE/
RIM ElEV. .. 31.34' x31.1
STORM MANHOLE
RIM ELEV. - 31.93'
WEST (1S- CMP) ELEV. - 25.77'
SOUTH (15" CMP) ELEV. - 29.18'
33.1x
33.3.
x32.O
.31.8
x29.6
THE SOUTH LINE OF THE NE 1/4
THE NE 1/4 OF SECTION 17
3ff'
9.0 4 x28.9
"-SANOTARY MANHOlE
RIM ElEV. - 29.48'
.28.6
~x
'ill ri~' · '.1. I 28'1
.27.8 . .
SANITARY MANHOLE
RIM ELEV. - 29.89'
.28.5
x28.S"
HEAD ElECTRIC
.29.0
~4"PVC
.31.2 ~ x30.S
RECREATIONAL. VEHIClE
SEWAGE PUMP OUT STATION
x31.2
33.1x
.31.5
2tr
~
x31.O
~TCH BASIN
RIM ElEV. .. 28.21'
NORTl-l (24" CMP) ELEV. - 24.16'
NORlll (24. CMP) UNABLE TO REACH
WATER flOWING SOUTH
.31.3
x31.2
.31.1
29.68
STORM MANHOLE
RIM ELEV. (20" X 3tr EUPllCAL CMP) - 29.48'
.31.4
32.3x
.31.1
.31.1
.31.5
x31.1
.31.4
.29.4
x30.4
.30.2
.28.3
x29.1
x29.9
x29.1
x29.2
.29.1
x29.3
30.37
.28.7
.28.5
.29.4
Pl_ANi\JING & r-r::VELOPMENT
SERVICES
CITY OF CU'c,\RWATER
INITIALS/HAP. NO.
ACTIVITY
PARTY CHIEF:
DRAWN BY:
CHECKED BY:
FIELD BOOK/PAGES
DRAWN BY / EMP. NO. CHECKED BY / EMP. NO. WM APPROVED BY:
DATE
Wi_Miller
Planners . Etv1iINfI . Ec%gItIIB . &Iwyor8. LIIIdscspe ArcNtecfs. . TranIporlatfon CcnlIIntI
WIBonUIer, Inc.
NIpIee.Fort Afyen.SIraaota. 8"adInton. r.".,. " r......
tDI a.m.IIIde ~ ~ <<XII . r.".., Florida 802. ~ BrJ-2ZHtIOO. Fa: BrJ-223-0009 . Web-8Ier ..1IIIJoJ....:ccm
-...;.. - I'L 1JJI&.c>aaII
........" _ - ~ tI Al6rildlnN.t
DA :
CLIENT:
TITLE:
EXISTING CONDITIONS MAP
(ON-SITE)
CLEARWATER HOUSING AUTHORITY
HORIZONTAL SCALE:
1" - 50'
VERTICAL SCALE:
N A
SEC: TWP: RGE: CROSS REFERENCE FILE NO.:
17 29S 16E
LAT/1685
MHF/1785
PROJECT:
INDEX NUMBER:
PARKVIEW VILLAGE
~REV NO.
REVISION
DATE
PROJECT NUMBER:
04370-000-003
SHEET NUMBER:
17 OF 20
SECTION
17
PINELLAS
TOWNSHIP 29
COUNTY,
SOUTH RANGE
FLORIDA
16
EAST
,..
SCALE: 1".30'
~ I
0' S' 1S'
30'
80'
WEST BOUND LANES
34.90"
_'__ ~3. 80
33.19
..
32.81
----.-..
31.85
..
31.34..
STORM CURBINLET
(CONFUCT STRUClURE)
18- D.I.P. WATERMAIN PASSES THROUGH BOX
MANHOLE RIM ElEV. - 30.57'
N.E. (24- RCP) INVERT NOT ACCESSIBLE
EAST (24- RCP) INV. ELEV. - 28.34'
S.W, (18- RCP) INV. ElEV. - 28.81'
~T (18- RCP) INV. ELEV. - 28.48'
~T W RCP) INV. ELEY. - 27.27'
37.1
.36.6
.37.0
.35.9
FlAG MARK INDICA nNG
POSSIBLE LOCA nON OF
BURIED 'TELEPHONE CABLE
36.
DREW STREET
37.39
37.71
.36.8
PAINT MARK INDICAnNG
POSSIBLE LOCA nON Of
BURIED WATER MAIN
.36.1
PAINT MARK INDlCAnNG
LOCA nON Of BURIED WATER
MAIN
x33.3
.33.4
AlNT MARK INDICA nNG
LOCA nON Of BURIED WATER
MAIN
AlNT MARK INDlCAnNG
LOCA nON Of BURIED WATER
MAIN
.34.2
AlNT INDICA nNG POSSIBLE
LOCA nON Of BURIED WATER
MAIN
.34.9
SITE BENCHMARK
.33.9
NAIL &: POLE
ELEVATION - 30.97
BM 0090-46A
.31.7
t")
I.&..
o
N
5.0' CONCRETE SIDEWALK
37.70
i.
.. 5.d" ~REl'E 'S1~~ .
-, ."Sl.
0.6~
5.0'. COt!!CRm SID
11710
38.20
10"1eI .38.7
38.44
38.19
@5"
37.65
7.34
. 35.74 35.80 35 35
36.22 35.84 35.48 34:97
RECLAIMED WATER
_.__._.-....~l?.:..().7.._.___._____.._..___.f..~_,3.~..__.__...__.._'---"'''35. 96..--~~~~~!!-...-~48...._.
37.29 36.92 TYPE B CURB CONCRElE TRAFFIC
36.96 36.60 ~~:~~ 35.75 SEPARATOR
33.84
33.34
32.74
32.38
ECLAlMED WATER GATE
YALVE
32.36
...---
31. 80
31.37
TYPE F CURB
30.81
30.90
30.98
30.64
O.
29.95
29.58
36.61
38. 19__--.-...-..__......_.___._...._._.____.______..__...__
..--..--.-----..-.-..-__~z~.__..__.._.._.___
5..85
5.16
35.24
35.25
ATE INLET
RIM ElEV. - 33.74'
EAST INV. (18- RCP) 28.82'
~T 'NV. (18- RCP) 28.94'
S.W. INV. (18- RCP) 28.93'
.3r67
33.92 ___
37.82_...__._
37.10
-----.--~'-.-_._--______M_--.n__.__~_.~___.._~
34.54
34.14
ASPHALT PA\lEMENT
.........,35.25
J4.4~
~~:~~
34.03
33.77
33.39
33.10
33.15
32.83
32 .46
32.14
TYPE B CURB
..
30.87
8' WOOD FENCE
.33.7
12"
. '37 2
37.1 PAI':n MARK INDICAnNG
POSSIBLE LOCAnON Of .32.8
BURIED GAS MAIN
'.36.9
33.0
BUS STOP
. .
.30.3
O.~ti
30.68 L&J
30.33 J:
~ (/)
.30.9 Ie
L&J
L&J
.30.10 I ~
I~
J:
~
~
I
I
I
I
.36.5
37.3.
6.88 36.80
PAINT MARK INDICA nNG 36.63 36 . 52
POSSIBLE LOCA nON OF
_.........J.!i.70___ !JB!EILQAS..MAJ.tL................__._....
36.34
6.58
36.33
35.77,.......--.-----__
Ef.ft'
DI .32.9
lei
32 .03 WEST BOUND LANES
1.68
LANDSCAPED MEDIAN
.32.4
31. 58
31.24
EAST BOUND LANES
.38.0 10"6}
LANDSCAPED MEDIAN
37.67
37.36
~.37.7
4-
.~
Jr:Jo.ft'.
.37.2 'I1Y
.36.7
37.69
37.35
37.87
36.96
36.60
_____~s. 92 _____.______.____~..: 41
TYPE F CUR
34 .93'
'___ I
~
2"YALLEY CURB
34.04
33.73
33.48
33.17 PAINT MARK INDlCAnNG
POSSIBLE LOCA nON OF
32.88 UNDER SANITARY PIPES 32.41
------'----_.~----..--..-.
~
~T~1.9
.31.1
33.38
.
32 .49
32.17
31.91
----- ..
31.99
31.65
-._~bll......
EAST BOUND LANES
0.91
30.57
36.20
35.85
35.78
35.43
ASPHALT PAVEMENT
31.39
_M________.
30.34
.
7.17
33.35
2.99
32.84
32.49
32.34
32.00
SANITARY MANHOLE 31.85
RIM ElEV.-32.59 31.49
31.30
30.97
"/
GRASS
32.4"
.31.5
37.1
6' CHAIN UNK FENCE
32.18
31.81
PAINT MARK INDlCAnNG
POSSIBLE LOCA nON Of
UNDER SANITARY PIPES
~SANlTARr .-.x..E
RIM ELEV.-3V46
STORM CURB INLET
MANHOLE RIM ELEV. - 30.98'
N.E. (lEf RCP) INV ELEV. - 27.92'
EAST (ft' PVC) INV. ELEV. 28.06'
WEST (ft' PVC) INV. ELEV. 27.96'
PAINT MARK INDlCAnNG
POSSIBLE LOCA nON OF
BURIED GAS MAIN
S89" 41 '09 E 1366.56'
.35.8
.32.1
FlAG INDICA nNG POSSIBLE
LOCA nON OF BURIED
TElfPHONE CABLE
8- WALL
STORM CURB INLET
MANHOLE RIM ELEV. - 34.78'
N.E. (11t' RCP) INV ELEV. - 29.49'
EAST (ft' pvc) INV. El.EV. 29.88'
WEST (It' pvc) INV. ELEV. 29.84'
.32.0
....:
LB = LICENSED BUSINESS
(P) = PLAT MEASUREMENT
(D) = DEED MEASUREMENT
(F) = FIELD MEASUREMENT
(C) = CALCULATED
E.P. = EDGE OF PAVEMENT
CONC = CONCRETE
C/L = CENTER LINE
SAN. = SANITARY
MH. = MANHOLE
INV. = INVERT
P.V.C. = POLYVINYL CHLORIDE PIPE
R.C.P. = REINFORCED CONCRETE PIPE
C.M.P. = CORRUGATED METAL PIPE
FOOT = FLORIDA DEPARTMENT OF
TRANSPORTATION
MES = MITERED END SECTION
IIJJ = U TYPE CONCRETE WALL
LEGEND
o
(}
'f\
o
1m
~
<>
<D
o
1m
I><IGV
CD
ill
= CONCRETE UTILITY POLE
= LIGHT POLE
= GUY ANCHOR
= UTIUTY POLE
.. TRAFFIC CONTROL BOX
.. ELECTRIC PANEL
= WATER VALVE
= FIRE HYDRANT
= STORM MANHOLE
.. SANITARY MANHOLE
= GAS METER
= GAS VALVE
= TELEPHONE MANHOLE
.. TELEPHONE UTILITY BOX
= SIGN
LEGAL DESCRIPTION:
THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 29
SOUTH, RANGE 16 EAST. LESS AND EXCEPT THE NORTH 50 FEET OF THE NE 1 14 OF THE
NE 1 14 OF THE SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST FOR RIGHT OF WAY
FOR DREW STREET AND THE EAST 33 FEET OF THE NE 1 14 OF THE NE 1/4 OF SECTION
17, TOWNSHIP 29 SOUTH, RANGE 16 EAST FOR BAYVlEW BOULEVARD, LESS EASEMENTS
RECORDED IN O.R. BOOK 10951. PAGE 2554 AND O.R. BOOK 10951, PAGE 2557 AND
LESS ROAD RIGHT OF WAYS THEREOF. ALL LYING AND BEING IN PINElLAS COUNTY
FLORIDA.
Ibr=!I
-0-
P.S.M. = PROFESSIONAL SURVEYOR
AND MAPPER
lQ] = WATER METER
1m = TRAFFIC CONTROL BOX
S BENCH MARK
S.R. = STATE ROAD
RIW = RIGHT-OF-WAY
(R) = RADIAL LINE
I> = SANITARY CLEANOUT
~ = WELL
. = SPINKLER HEAD
o = BOLLARD
~
@= UNKNOWN TREE
101= OAK TREE
A= PALM TREE
lEI = PINE TREE
@= ORNAMENTAL TREE
~- MAPLE TREE
ISI= SYCAMORE TREE
A.= CEDAR TREE
~.. MYRTLE TREE
NOTES:
1. THIS MAP IS INTENDED TO SHOW UMITED TOPOGRAPHIC DATA WITHIN THE SUBJECT PARCEl AND ON PROPERTIES ADJACENT TO THE SUBJECT PARCEL. DATA
INCLUDED WITHIN THIS SURVEY IS LIMITED TO THOSE IMPROVEMENTS SHOWN WHICH WERE SELECTED SPECIFICALLY BY THE PROJECT ENGINEER AS ELEMENTS
CRmCAL TO PROPOSED ENGINEERING DESIGN. EXISTING BUILDINGS, PAVEMENT, UTILITIES AND OTHER INTERIOR IMPROVEMENTS HAVE NOT BEEN LOCATED OR SHOWN
UPON THIS SURVEY DRAWING AS IT IS ANTICIPATED THAT THEY WILL BE DEMOLISHED.
2. TREES SHOWN HEREON WERE TAKEN FROM THAT CERTAIN SPECIFIC PURPOSE SURVEY PREPARED BY THE UNDERSIGNED ENTITLED .PARKVlEW VILlAGE SPECIFIC
PURPOSE SURVEY (TREE LOCATIONSr PROJECT No.04370-000-001 DATED 4/14/04.
THE PURPOSE OF THAT SURVEY WAS TO SHOW THE LOCATIONS OF THOSE TREES WHICH:
(i) LIE WITHIN THE BOUNDARIES OF THE SUBJECT PARCEl;
(ii) LIE ON ADJACENT PROPERTIES WITHIN 25 FEET OF THE BOUNDARIES OF THE SUBJECT PARCEl;
AND (iii) ARE CONSIDERED TO BE PROTECTED TREES UNDER ARTICLE II OF CHAPTER 166 OF THE PINElLAS COUNTY LAND DEVELOPMENT CODE.
SPOT ElEVATIONS
116.1 = GROUND SPOT ELEVATION
116.13 = PAVEMENT SPOT ELEVATION
~~ 6~" PAVEMENT SPOT ELEVATION
112S:12:: !B~EO&FC~~EM~ApmATION
3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF AN'( UNDERGROUND IMPROVEMENTS, STRUCTURES, OR FOUNDATIONS.
UNDERGROUND UTILITIES. IF SHOWN HEREON, ARE SHOWN PER DATA INDICATED BELOW AND THE LOCATION OF ALL UNDERGROUND UTILITY LINES ARE APPROXIMATE
ONLY. THIS DOCUMENT SHOULD NOT BE RELIED UPON FOR EXCAVATION OR CRmCAL DESIGN FUNCTIONS WITHOUT FIElD VERIFICATION OF UNDERGROUND UTILITY
LOCATIONS. UTILITIES OTHER THAN THOSE SHOWN HEREON MAY EXIST.
4. ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY CONTROL STATION .COURTNEY f1' HAVING A PUBLISHED ELEVATION OF 3.66 FEET.
(REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988).
25 60 .. TOP OF CURB ELEVATION
1125:12 = EDGE OF PAVEMENT ELEVATION
REVISION
ACTIVITY
PARTY CHIEF:
DRAWN BY:
CHECKED BY:
FIELD BOOK/PAGES
DRAWN BY / EMP. NO.. CHECKED BY / EMP. NO. WM APPROVED BY:
INITIALS/EMP. NO.
DATE
Wi_Miller
PItInner8 . ~ . EooIog/III "&neycn. LsncItIctIpe ArcNtec1t " TranIporlafton Condants
WIsonMIer, Inc.
NepIee.Forl MynoSlruota.!hdenIon - r..... . r.........
tIJI a.tr;JeIIIdt DM, lYe <<XII . r..... RorIda 802 . Phone: Br1-2ZH!rJO . Fa: Br1-223-0009 . Wtb-sr. ",__"':com
.....-.:.... - II.UoILOoClIJIllIIIlI
~h:-~d.w.trdll..
CLIENT:
DA E:
TITLE:
\
\
\
I
LAT/1685
MHF 1785
CLEARWATER HOUSING AUTHORITY
5 4 04
HORIZONTAL SCALE:
1" = 30'
VERTICAL SCALE:
DATE
PARKVIEW VILLAGE
N A
SEC: lWP: RGE: CROSS REFERENCE FILE NO.:
17 29S 18E
EXISTING CONDITIONS MAP
(OFF-SITE ROADWAYS)
INDEX NUMBER:
PROJECT:
L1REV NO.
PROJECT NUMBER:
04370-000-003
SHEET NUMBER:
18 OF 20
Aug 03. 2004 - 08:25:08
RAGUIARIX:\ Sur\ 04370\ TO-ENG\ OFF'S1TE\ 04370-QOO-004.dwg
..,
~REV NO.
REVISED PER CITY OF CLEARWATER COMMENTS
ACTIVITY
PARTY CHIEF:
DRAWN BY:
CHECKED BY:
07/14/04 FIELD BOOK/PAGES
DATE DRAWN BY / EMP. NO. CHECKED BY / EMP. NO. WM APPROVED BY:
INITIALS/EMP. NO.
Wi.,Miller
PIfmn ~ B~ 0 Ec%gIIt8 . &nwycn ~ L.ancItape ArcNIedlJ ~ TrBnIporlaflon ConIcif8nta
WIeoBVIer, Inc.
NepIee &Fort AIyenJ.8aruoIae Bradenfon. Tql8 .. T.......
"" CIIenIIeIIIdt ~ &iIe 40lW " Tanp. Rot1da 33tI02 . PhDne= BrJ-22H500 ~ Fax: BrJ-223-0009 * ~ ...."lfflIItr.com
-...",. . R./JAI~
......." lie : CtraIIe d AI6IrfIIIIIIM
DATE
CLIENT:
CLEARWATER HOUSING AUTHORITY
PROJECT:
PARKVIEW VilLAGE
SEC:
17
REVISION
TITLE:
A
A\C
C
CB
~
CLF
CLP
CPP
CONC
COY
(D)
DIP
ELEV
ESMT
FCM
FlR
FlP
F'N&D'
FOP
FPC
F'PP
F'R&D
GTE
10
INV
LB
LP
(M)
NO
NGVD
W.M.
W.V.
F.H.
a.F.p.
INV.
M.H.
PVC
ABBREVIATIONS
ARC
AIR CONDmONER
CHORD
CHORD BEARING
CENTER UNE
CHAIN UNK FENCE
CONCRETE UGHT POLE
CONCRETE POWER POLE
CONCRETE
COVERED
DESCRIPTION
DucnLE IRON PIPE
ELEVATION
EASEMENT
FOUND CONCRETE MONUMENT
FOUND IRON ROD
FOUND IRON PIPE
FOUND NAIL AND DISK
FOUND OPEN IRON PIPE
FLORIDA POWER CORPORATION
FOUND PINCHED IRON PIPE
FOUND RIVET AND DISK
GENERAL TELEPHONE EXCHANGE
IDENTIFlCATION
INVERT ELEVATION
UCENSED BUSINESS
LIGHT POLE
MEASURED
NUMBER
NATIONAL GEODETIC VERTICAL DATIlM
WATER METER
WATER VALVE
FlRE HYDRANT
BACK FLOW PREVENTOR
INVERT
MANHOLE
POLYVINYL CHLORIDE PIPE
LEGEND
OCC
OHL
~J
PCC
PCP
PI
PLS
P.O.B.
PP
PRe
PRM
PSM
PVC
RAD
(R)
RCP
RNG
R/W
SCM
SEC
SIR
SN&D
SR&D
TBM
lV
1WP
WF
WPP
,
OCCUPIED
OVER HEAD UNES
PLAT
POINT OF CURVE
POINT OF COMPOUND CURVE
PERMANENT CONTROL POINT
POINT OF INTERSECTION
PROFESSIONAL LAND SURVEYOR
POINT OF BEGINNING
POWER POLE
POINT OF REVERSE CURVE
PERMANENT REFERENCE MONUMENT
PROFESSIONAL SURVEYOR AND MAPPER
POLYVINYL CHLORIDE
RADIUS
RECORD
REINFORCED CONCRETE P!P.E
RANGE
RIGHT OF WAY
SET CONCRETE MONUMENT
SECTION
SET 1/'1' IRON ROD LB 021
SET NAIL AND DISK
SET RIVET AND DISK
TEMPORARY BENCH MARK
TElEVISION
TOWNSHIP
WOOD FENCE
WOOD POWER POLE
NUMBER
STATE, COUNTY & PRIVATE STORM SEWER
HIGH PRESSURE GAS
LOW PRESSURE GAS
POTABLE WATER
PRIVATE SEWER
SEWER MAIN
I
I
JUl 1 5 20M
r' ,'. .. .
(
PARKVIEW VilLAGE
EXISTING UTiliTIES PLAN
RGE: CROSS REFERENCE FILE NO.:
16E
PROJECT NUMBER:
04370-000-003
04370...000-002
SHEET NUMBER:
2 OF 20
Jul 14, 2004 - 11:17:04 IlCASTOIX:\ENG\04J70\OOI\REV 01\04370-0oo-oo2.dwg
SECTION
17
TOWNSHIP 29 SOUTH
PINELLAS COUNTY,
RANGE
FLORIDA
16
EAST
-
STORM CURB INLET
MANHOI..[ RIM aE.V. -27.90'
EAST INV. aE.V. (24" RCP) - 24.38'
NORTli INV. aE.V. (18" RCP) - 25.24'
WEST INV. ELEV. (24" RCP) - 24.90'
S.W. INV. ELEV. (8" PIIC~ - 24.92'
S.W. INV. ELEV. (18" RCP - 24.40'
S.E. INV. ELEV. (6" PIIC - 24.90'
SITE BENCH MARK
STORM CURB INLET
MANHOLE RIM ELEY. - 29.59'
EAST (24" RCP) INY. ELEY. - 28.03'
WEST (24" RCP) INY. ElEV. - 25.99'
FOUND BRASS DISK
"PINELLAS COUNlY ENGINEERING DEPT."
ELEVATION ... 28.06
0090-35A
STORM CURB INLET
MANHOI..[ RIM aE.V. -28.07'
S.W. INV. ELEV. (18" RCP) - 24.04'
EAST INV. aE.V. (30" RCP) - 23.94'
N.E. INV. aE.V. (6" PIIC) - 24.45'
NORTli 'NV. ELEV. (12" PIIC) - 25.32'
N.W. INV. ELEV. (6" PIIC) - 24.44'
WEST INY. ELEV. (24" RCP) - 24.02'
S.W. INV. ELEV. (6"PVC) - 24.48'
SCAlE: 1" -30'
~ I
O' 5' 15' JO'
THE NORTH LINE OF THE NE 1/4 OF
THE NE 1/4 OF SECTION 17
AlNT MARK INDICA liNG
LOCA liON OF BURIED WATER
MAIN
x29.4
80'
DREW STREET
N
I.&..
o
N
DREW STREET
27.5
27.97
29.1
,p.9S
28..68
x27.6
28.22
5.lY CoNCRqE SI~ALK
28.0~8.0
9.07
29.23
28.77
29.02
28.95
28.53
28. 4
28.32
28.46
28.09
M29 .-~!l____.___.___._____...2.~_, 26______________._....g9. 0.1_.______________ _ 28.80 28.57
- ~_._.._----,-----_.....,._.----.-----
27.81
28.00
27.57
I:;j t------.-.~-'-fl-L-.---._-
~ 30.43
.... 30.07
(/)
~ 11813
LaJ 11'514~ -LtJ -63.51
u::J ICY'" 4 .
LaJ 30 4
(/) I 30:14 9.91 ~~:~r 9.35
EAST BOUND lANES
LaJ ----.-.--.---..?~'--~-------.-..-.-~~...:..?.!L_._._ _____.___._ 29.37 29.12 28 86
~I !U5 ~ - ~-~--~~~;5--
J:
~
~
I
I
I
I
27.78
27.37
TYPE F CURB
~:j~
27.86
27.42
28.03
27.66
28.39
....,?7.93
TYPE B CURB
WEST BOUND lANES
29.93
9.63
29.82
29.26
8.92
29.36
.--.--------..28.01
29.11
8.37
29.0x IB8"
28.57
28.26
4"
~
+ .
28.14
x30.4
ISI~ . 1E13"
28.11
~5" x30.O
~9 .3x rrsf
LANDSCAPED MEDIAN
29.10
!B10'"
rtIr
4je 28.] lGI'
!B6"
~.
!B~
29.22
28.93
28.71
28 .48
28.61
28.25
28.58
28.26
28.52
28.17
SANITARY MANHOLE
RIM ELEV. - 28.04'
WEST (8" VCP) INY. aE.V. - 22.03'
SOUTH (8" VCP) INY. ELEV. - 22.03'
'M~.:.6S
28.73
28.46
M27 . 94
.p.79
M28.10
28.61
28.26
--___...28.16
29 .45
29.64
GRASS
x29.7
7.29
29.2
28.74
27.74
x29.3
GRASS
x30.3
'29.5
29.8x
x29.3
x29.1
x29.0
TRANSlllON FROM A
2' MIAMI CURB
TO TYPE F CURB a: GUTTER
STORM CURB INLET
MANHOLE RIM aE.V. -27.71'
N.E. 'NY. ELEV. (18" RCP) - 24.47'
N.E. INY. ELEV. (8" PIIC) - 24.61'
SOUTH INY. ELEV. (18" RCP) - 24.01'
N.W. INY. ELEV. (8" PIIC) - 24.60'
~
2 .94
2 .74
POINT OF BEGINNING
FOUND 1/t'
IRON ROD
"G.F.Y. LB021"
STORM MANHOLE
RIM aE.V. -27.81'
SOUTH 'NV. aE.V. (16" RCP) - 24.22'
N.E. INY. aE.V. (18" RCP) - 24.12'
2: .99
2 .84 .
.01
.87
2 .Ox
~3"
28.09
8 10 27.94
7 94
is
Q
0,
~
II::
~
o
~
W
.::>
Z
'W
~
229/
2 1.09 28.26
28.11
6' CHAIN UNK
FENCE
i28 4
x
I~ ~~
28 42 28.42
28 27 28.28
~
m
PAINT MARl< INDlCAllNG
POSSIBLE LOCA liON OF
BURIED GAS MAIN
~4"
10115"
STORM MANHOLE
RIM aE.V. -28.61'
NORTli (18" RCP) tNY. ELEV. - 24.32'
WEST (14" X 2$' CUP) INY. ELEV. - 24.04'
6' CHAIN UNK
FENCE
10115"
28.67
28 .48
28.62
28.46
2, .J
!Be"
IJ..
o
...."
...........
....Z
LL10
Zr::::
()
LLILL1
:r:(I)
I-IJ..
::;0
....
LL1.......
Z....
:JLLI
liiZ
~~
LL1I-
:r:
I-
1G112"
28.84 28.73
28.64 28.62
;:""00
.- .-
Ll'ici
001"-
ON
.- .-
"
3:3:"
'hn'
Il)Il)
;:....;:...."
nn
bb
00
(1)(1)
28.99 28.95
28 .84 28 .78
PAINT MARK INDICA lING
POSSIBLE LOCA liON OF
BURIED GAS MAIN
2' MIAMI CURB
.~~(~- I' \C~
O)~~_.__L~_ l~
, ,,',: ~
J . ~ L. .f
OJ
~:J
-~-
MATCH LINE SEE SHEET 3 OF 3
---------
PLANNING & CFVELOPMENl
SERVICES
~ . \ HV'JATER
INITIAlS/EMP. NO.
ACTIVITY
PARTY CHIEF:
DRAWN BY:
CHECKED BY:
FIELD BOOK/PAGES
WM APPROVED BY:
DATE
Wi_Miller
PIturner8 . B~ . EcoIog/tII8 . &Iwycn. LsndIcspe ArcNtecfI . TrIIIIIportafton CondInII
WiIsmVIer, Inc.
,.,.. .ForlAlyn"SaraoIa.lhdenton. r.".. . r......
1111 0IImeIIIde D1ve, SlIte 400N . r...,., Rorlt:M 8J02. Phone: 813-22a-9IlJO . FIx: 813-223-0009 . ~ nw.IIIIIcIf.mll:can
-...r... . II. UlIIDCIIIlIlR
-......r; IIa. . c::.aIIIt tit AI6IldIIIIM
CLIENT:
DATE:
TITLE:
5 4 04
HORIZONTAL SCAlE:
1" = 30'
VERTICAL SCALE:
CLEARWATER HOUSING AUTHORITY
EXISTING CONDITIONS MAP
(OFF-SITE ROADWAYS)
LAT/1685
MHF/1785
PROJECT:
INDEX NUMBER:
N A
SEC: lWP: RGE: CROSS REFERENCE FILE NO.:
17 29S 18E
PARKVIEW VILLAGE
.6.REV NO.
REVISION
ORAWN BY / EMP. NO. CHECKED BY / EMP. NO.
DATE
PROJECT NUMBER:
04370-000-003
SHEET NUMBER:
19 OF 20
Aug 03, 2004 - 10:04:14 RAGUIARfX:\Sur\04370\000\Topo\Offsite\04370-000-003.dwg
l:,REV NO.
REVISION
SECTION
17
MATCH LINE sg
- '. 2;:;; I 29.11
, 28.99 28.96
STORM C:URB INLET
MANHOLE RIM ELEV~ - 28.93'
TOWNSHIP 29 SOUTH
PINELLAS COUNTY,
~...2..QE.L_______
PAINT MARK INDICAllNG
POSSIBLE LOCA liON OF'
BURIED GAS MAIN
2' MIAMI CURB
6' CHAIN LINK
FENCE
29.16 29.12
28.91 28.97
PAINT INDICA liNG
POSSIBLE LOCA 1100 Of' ~
BURIED GAS MAIN
~
..J
28.84 ~
9.00 ~
29.03 -
8.80 UJ
29.35 lal
....
.~
.U
b
.;
6' CHAIN UNK 128~
FENCE 28.70
28.82
28.66
29.20
~
SANITARY MANHOLE
RIM ELEV. - 29.20'
FLAG INDICA liNG POSSIBLE
LOCA liON Of' BURIED
TELEPHONE CABLE
CHESAPEAKE ST.
~
.:;1
~~:~: ~.
UJ'
lal
i
u
FLAG INDICA liNG POSSIBLE
LOCA liON Of' BURIED
TELEPHONE CABLE
29.01 29.01
28.79 29.23 28.75
9.14 I
28.93 29.37
~rf'
III
1rf'
I
6"1rf'
~ 6" 6" 'I' 1
PAINT INDICAllNG
POSSIBLE LOCA liON Of'
BURIED GAS MAIN
29.39
9.17
29.59
CONCRETE
DRIVE APRON
1
29.44 I
29.22
29.61
GATE
PAINT INDICAllNG
POSSIBLE LOCA liON Of'
BURIED GAS MAIN
FLAG INDICA liNG POSSIBLE
LOCA liON Of' BURIED
TELEPHONE CABLE
-a-
29.23
29.01
w
:::>
Z
w
~
FLAG INDICA liNG POSSIBLE
LOCA liON Of' BURIED
TELEPHONE CABLE
~
~
m
29.39
29.18
FLAG INDICA liNG POSSIBLE
LOCA liON Of' BURIED
TELEPHONE CABLE
29.12
8.96
29.01
29.44 .
29.31 !29.54
J 29.14
29.57 29.03
29 .42
MATCHLINE "Aft
ACTIVITY
PARTY CHIEF:
DRAWN BY:
CHECKED BY:
FIELD BOOK/PAGES
DRAWN BY / ElAP. NO. CHECKED BY / EUP. NO. WM APPROVED BY:
DATE
INITIALS/EMP. NO.
DATE
LAT/1685
MHF /1785
Wi,.Mille,
Ptmer8 . Ei'(JitHrI . EcoIog/II8 .. &n8ycn. LsncItIcepe ArcIrItecW . Tr8lllpOrldon Cond8nIs
WiIsonUJer, Inc.
,."...Fori Aofyen .Senuota. 8'adllnton.. T.".,. . TaIIhuNe
1Kn attmeIIide ~ &lie 40tW . T...... Florida 3'JCJ02 .. PttotIe< 813-2ZHI6OO . Fa: 813-223-0009 .1feD-SIeI,,"',,"':ccm
RANGE
FLORIDA
EAST
16
MATCH LINE ft A"
":'28.' 8
I'
2' MIAMI CURB
\947
28.23
28.18
.....
TANGLEWOOD DR.28.44
28.35-- T
l".'.~ 9'~9'O
29.S4r
.77 29 .25
28.17
28.13
.D
~
FLAG INDICA liNG POSSIBLE
LOCA liON Of' BURIED
TELEPHONE CABLE
6' CHAIN
UNK FENCE
29.515
2 .32
w
:::>
IZ
W
~
9.29 ~
T ~ 8.84
<.....
m
28.4x
1e114'
FLAG INDICA liNG POSSIBLE
LOCA liON OF BURIED
TELEPHONE CABLE
x28.6
29.01
8.8; .
8.77
2~
SANITARY MANHOLE
RIM ELEV. - 28.97'
28.79
6' CHAIN LINK
FENCE
~4'
VIRGINIA AVE.
6" x 6" CONCRETE POST
WITH ELEClRIC METER
2.8' X 1.8'
ElECTRIC UllU1Y BOX
I ~.~,'
?-8.S 18.62
28.51 28.38
5.0' CONCRETE
SIDEWALK
-......;... - ... LIIlILO<lIIIlIlIlIJ
........" m - CWII:IIII d...........
CLIENT:
CLEARWATER HOUSING AUTHORITY
PROJECT:
PARKVIEW VILLAGE
DATE:
5 4 04
HORIZONTAL SCALE:
1" = 30'
VERTICAL SCALE:
TITLE:
-
SCALE: 1" -30'
~ I
O' 5'
30'
60'
15'
PLANNING & rr::VELOPMENl
SERVICTS
('In' or c! r .\1f':
EXISTING CONDITIONS MAP
(OFF-SITE ROADWAYS)
INDEX NUMBER:
N A
SEC: TWP: RGE: CROSS REFERENCE FILE NO.:
17 29S 18E
PROJECT NUMBER:
04370-000-003
SHEET NUMBER:
20 OF 20
BOC
EOP
DE
LME
UE
CUE
EL or
INV
LF
NGVD
PVI
NIC
R/W or
SB
STA
UP
FDOT
CATV
FPL or
UTF
I[
~
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It
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D. I.P.
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HDPE
RCP
ERCP
MH
STR
X.XX'
~
..
..... /,..
-c::::J-
.
r ..
.
.
<m:>
<mx>
+
+.
~
- _.--~
,... "pi- ~
o->C
LANDSCAPING PLAN SUBMrrr AL FOR:
PARKVIEW VILLAGE
PART OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST,
CITY OF CLEARWATER, FLORIDA
LEGEND
A DEVELOPMENT BY
CLEARWATER HOUSING AUTHORITY
908 CLEVELAND STREET
Clearwater, Florida 33755
(727) 461-5777
ABBREVIA TIONS
BACK OF CURB or BACK OF GUTTER
EDGE OF PAVEMENT
DRAINAGE EASEMENT
LAKE MAINTENANCE EASEMENT
UTILITY EASEMENT
COUNTY UTILITY EASEMENT
ELEV ELEVATION
INVERT
LINEAR FEET
NATIONAL GEODETIC VERTICAL DATUM
POINT OF VERTICAL INTERSECTION
NOT IN CONTRACT
ROW RIGHT OF WAY
SOIL BORING
STATION
UTILITY POLE
FLORIDA DEPARTMENT OF TRANSPORTATION
CABLE TELEVISION
FP&L FLORIDA POWER & LIGHT
UNITED TELEPHONE OF FLORIDA
BASE LINE
CENTERLINE
FLOW LINE
PROPERTY LINE
CORRUGATED METAL PIPE
DUCTILE IRON PIPE
POLYVINYL CHLORIDE PIPE
HIGH DENSITY POLYETHYLENE
REINFORCED CONCRETE PIPE
ELLIPTICAL REINFORCED CONCRETE PIPE
MANHOLE
STORM SEWER STRUCTURE
LT/X.XX' RT FEET LEFT or FEET RIGHT
APPROXIMATE
SITE'" '
LOCATION
g)
::I
SYMBOLS
S9firnud~SI(ld'.H[ ...1
1IllIII..lI.. t. ~"";"-"""-.'. "'l5. "'-l''"~'.'''...-..'.''.'.''~.'..'
~ t""~""~-.;:rt . '
II "'cJt r. C1
...._,-;..=..F:~.....Jb
. . ..i... .,....~
1m.... ,...
..,,="qJ.'~JJg. g:..
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I t l. C,;I: .'~
L ';.o...~~~.~."""~"'~ 0 '~''''e_:~
<II ..,., ::I
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~tm
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1 a I' ItQ <-~"-JD
I . i jt' G> ~
1 k ~ I I
i J g. I__;,'",,,~,,,-&:~",, ~
~~,;;~r~~fi~~~
(~..S._.. 13.... ."_. C.'. t.~.." '.l.... '..1' i'. . \\..... '\"1................ 8...a' ..y...uie .' ".1..,1...'
- f:rr" .'....,,~.~ i, %i ~o ".,~" i I
~ i........ ..... . .....-g. d." \.~;".t...........".'j".......n(. ", at
· rnOln\On'H . ~, .... i' V
~"'" I' r". ..,.."",.".."",;.,,,,,"",.l..,~,._....,,._~ r.\'l..r.a. ,..,..
"'\;;.'" .' "., . OL'll' . <J."I..Yt.'. .-"""'"''
litl '~. 'i',~ ,~~,
~..i (:. l'/' . l~
J<f, , .J',
.~
AIR RELEASE VALVE, COMPLETE
IN-LINE VALVE W/ BOX
FIRE HYDRANT, COMPLETE
BLOW-OFF w/ BACTERIAL SAMPLE POINT
BACTERIAL SAMPLE POINT
BLOW-OFF
PIPE PLUG
WATER METER
IRRIGATION METER
REDUCER
BACKFLOW PREVENTER/ABOVE GROUND METER
SANITARY SEWER MANHOLE
SANITARY SEWER LATERAL & CLEAN-OUT
PUMP STATION
STORM SEWER & STRUCTURE
HEADWALL
U-ENDWALL
CONTROL STRUCTURE
MITERED END/FLARED END SECTION
PROPOSED ELEVATION
PROPOSED PAVEMENT ELEVATION
EXISTING ELEVATION
EXISTING PAVEMENT ELEVATION
DIRECTION OF DRAINAGE FLOW
SWALE & DIRECTION OF FLOW
HANDICAPPED PARKING SPACE
..
Planners · ~ · Ec%giBts · Sneyas · Landscape Architects .. Transportation Condants
WlIsonMiIIer, Inc.
Naples .. Fort Myers · Sarasota III 8radenton . T81rJ'8 e TaIahassee
1101 ChanneIside Drive, &ite 400N . Tampa, Rorlda 33602 · Phone: 813-223-9500 4' Fax: 813-223-0009 'II E-maI Tanpa-WI8onMiIer.com . Web Site: wnwisonmler.com
.
.~
J
ItI
.
LOCATION MAP
SITE MAP
~
~
~
~
-.....r... - I'LUIlII.OCIllIllIIlI
~ _ - CIr8cIIe flAlmfrd:nM
NOTE: OPEN SYMBOLS AND DASHED LINES DENOTE
EXISTING IMPROVEMENTS
studioarchitects
655 N. Frankln street Slite 150 Tampa, Rorida 33602 Phone: 813-228-7301 Fax: 813-229-1981
E-mail: bharntnondvbanstuclo.cotn Web Site: wnU'banstucfo.cotn
INDEX TO SHEETS
SHEET DESCRIPTION
NO.
1 COVER SHEET
2 TREE SURVEY / MmGATlON PLAN (1 OF 2)
3 TREE SURVEY/ MmGATION PLAN (2 OF 2)
4 LANDSCAPE PLAN (1 OF 2)
5 LANDSCAPE PLAN (2 OF 2)
6 LANDSCAPE PLAN ENLARGEMENTS (1 OF 2)
7 LANDSCAPE PLAN ENLARGEMENTS (2 OF 2)
8 LANDSCAPE DETAIL SHEET
&
&
&.
~
&
&
.&
&
&. 7/15/04 REVISED PER CITY OF CLEARWATER COMMENTS
NO. DATE DESCRIPllON
BY
PROJECT MANAGER
Michael English, AICP
PROJECT ENGINEER
Hamid Sahebkar, P.E.
PROJECT ARCHITECT
Brian Hammond, AlA
CHECKED BY
DA~____ May 17,2004
---"' -",.
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\ru \.J .. 4::4 \ \ ,::)
\ L __-----1
C-"'E'l Qf-'HENl
PLANNING & .Y .' - '
SERVICES
OF CL E\\lWATER
---
PROJECT NUMBER
04370-000-003
DATE
05/17/2004
INDEX NUMBER
04370-001-000
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(
NOTE:
Refer to landscape detail sheet for tree mitigation table and protective barrier requirements.
Refer to Appendix E of the submittal package (notebook) for the arborists tree evaluation.
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NOTE:
DIAMETER OF TREE WElL SHALL BE DETERMINED BY CALIPER OF
TREE. COORDINATE WElL CONSTRUCTION WITH LANDSCAPE
ARCHITECT PRIOR TO BUILDING.
OTFEEWELLAERAT1ONSYSlBA
N.T.S.
CLIENT:
DAlE.:
5/15/04
HORIZONTAL SCALE:
1. - 50'
VERTICAL SCALE:
N/A
SEC: TWP: RGE:
17 29S 16E
CROSS RE.FERENCE FILE NO.:
7/15/04 LDDT/01713
DATE DRAWN BY / EIIP. NO. CIlECKED BY / EMP. NO.
ACTIVITY
PARTY CHIEF:
DRAWN BY:
CHECKED BY:
FIELD BOOK/PAGES
WM APPROVED BY:
Wi."iller -~~=-..
PIImn 0 ~ ~ EcoIogiIls · &Iw)'<<8.. ~ ArcNtecIe.. T~ CondInIB
WIscn\8er, Inc.
NIpIee.Fort .....8ltI'Ieota. &'adIntan.. r..... .. r...,.....
1DI a.meIIIde DrW, Me 40lM .. T..... RorIda .... Pftoner Bt9-2.2:H5OO . Fu 8la-22H009 . w.b-8ter _1IIIIIcft/..~
INITIALS/HAP. NO,
DATE
JLB/1741
TITLE:
CLEARWATER HOUSING AUTHORITY
PROJECT:
PARKVIEW VILLAGE
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STRUCTURAL SOIL
POROUS BACKFIll.;
NON-ALKAUNE. fI' DEEP
4. DIA. PERF. ADS DRAIN PIPE WI
FILTER FABRIC SOCK WITH VERTICAL.
NON-PERFORATED RISER WITH
PERFORATED CAP IGRATE .
PERF. CAP GRATE
TREE SURVEY/
MITIGATION PLAN
JUL 1 5 2004
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04370-000-001
llHOMASIX:\SUr\04370\OOO\Baeedoto\ Tree Locotlon8\04370-000-001.dW',l
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LEGEND
Extent of Tree Cano saved trees- ft.
DBH of Tree in inches
Tree Reference Number
Extent of Tree Canopy (removed
DBH of Tree in inches
Tree Reference Number
trees- ft.)
Protective Barrier for remaining trees
6,REV NO.
REVISION
REVISED PER CITY OF CLEARWATER COMMENTS
Co. 9'2.
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NOTE:
Refer to landscape detail sheet for tree mitigation table and protective barrier requirements.
Refer to Appendix E of the submittial package (notebook) for the arborists tree evaluation.
ACTIVITY
PARTY CHIEF:
DRAWN BY:
CHECKED BY:
07/14/04 FIELD BOOK/PAGES
DATE DRAWN BY I EMP. NO. CHECKED BY I alP. NO. WM APPROVED BY:
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CLEARWATER HOUSIING AUTHORITY
TITLE:
PROJECT:
TREE SURVEY /
MITIGATION PLAN
PARKVIEW VILLAGE
S5 REFERENCE FILE NO.:
PROJECT NUMBER:
04370-000-001
?q,.?..~
a. of;)
?.".
JUL 15 2004
--
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LEGEND
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r~5' LANDSCAPE
~ EASEMEMT--- i
~ . ___ ~,_' . '1I"r: il ------=::::::::::--.
. :/ ~ ;:JlU ...-.-,('7 /I< L_ -'.:l ' ~ Jll!g' - -"'"' 'j~ .' /" ~:"z: / 'J/ /. 2Q ........~ d'" 7 ~ ""^t ~.. - " "} f'~' _ ~~, ~ f'~ I r
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~#Lr.~~5 / Ff41-;-1-~;"T'-\"~;l 1 _ C 'rm~A, ~ ///~/ /., ~/ 1'/ ;~1II-- ~~ '''~~y ~ ~t~~T~'Y~"':'- __H___ --~~'-v-'( 1-:) ~---Jf EASEMENT
Ai~ '-p... ~~~~;8~' -........, ~ ~~~~~~ b \ 1l 8R @1) / 2-XII~Y 11~i=" r-m ~ ,:;.. ,'~~~&'~~?'''''X:~'::;\,(/ /,'/ r~ / ":-,.' ~ N /f,/i~~/..,' W~:;'~~ - ...~. Ii B; FF=32. 5 ~
r-.j ) ... ~x \ I~.;' gEl "- \ ~t~ A U~ TS ~ ~/>",// ,.~1r .tL~fj~/l~"",~/\.' "",'~, //, ./ / r ~/ /~':r' /1 /t9J,r~J.r/'r><~ fJi( ~o" ~~ 2~~ JNIT~ "-- ~3~ ~ '( ~ \,
10' LANDSCAPE- ~ j/ I I 1y --..... :i:14 ~~2 ;.-/~ y' }~IJ~~~~J"!r!t:,. /\// . ' // /" I:!l~/ /~ ./ , " ,/ ,,' jJ /j' \,' ~ ~ 'I!'r~~t' _ "" 0 I 30 I -= ~ ~'// 1'lJoi.I' I ,- I
EASEMENT ......... : r--. ~ 1" I 101'" l... - ,. '-..... .. - ... .. ... I / 1m 'e.PA.Ri'tt~NrrJI4P1' ,/ J /' 7 ,./ ~/ /~ ~~/ L.ll.lIl~. 0" ~P=:~,' ~/::...;"" ~/ I\. / r" ~ I..... , _ j : ~ 0 _ I
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!\J! ........ ~i:i/ ~ ~ ~i1W~F 1~1~~~ ~_ '- _ A" _ '- ~/~/ //,'/;)~~t:~~~i~>"~I~~~/~O//"2vilA4IEr,.smE\/,\tM~ .~/'/ ';/~";'1I)"::--:'-:":--.___~~_-:_.l':I--"'" "Il'lliIllI.rr 7J rr- "E~~ Ir-',. I
: J......L .-----~~--I\-.-----w----- iiO .~" r /l~0;'~$f!'./bJr\~//7~/::,:~~, ;/;:' '~'/:" >".'//~~L'L ,././ \~ASEb1 " ~ -'- ilr.... .. I
J1 ~ ~ r... ) ~. (~20 ~ ~ "20 I " C./' ,if ><", ,", .,' ,/' l,<.... ;/'/./.",/ .,?/I" i /~c,L ,1/ /"/; ~ },//~,) PL Nl ~R ~ ~ ~ ~ COiQD~ii1R f ~. 3-S ORY f I
~! ~ [ffi5' _ "B 5 ./' / ,'". ' . " ,;' .. /' .' .-'/,." , /~ / ~ .' ../// // ; i- / // COMMERCIAL I 24' UNr.t ""i/fl HEDGE 0 1 1 20 NITS ,
:\ . '1- L 1""""1 - COMMERCIAL f~ .' /' /' ',. ,,/B~~2E/' /' L../; 'LF' r /,/, ,// t*// .~Ef2~/ r" ./' / .~ -........ AREA (SHADED) ATYISpLE. 10 TYP. 1--..... SCRtt!IlING(TYP> ~.....,d 'FF= 3.70 . '\-,
: " I-+' ... I 44 AREA (SHADED> 1_ 'l> ,:::/7 'I' ./ .. >fIA,':f ./ ,/ ;' / f.v' _../'JAY/ '// ~/[.>/ .' , -;- 19 ~I ""\ '" -~ ..'
i / LrH ~-~~~:; 'b I '..', ' " \ I '- /t././. ,7~, I'~~~/' /:/></ /~~~< /~/~ . ~ ~l~;}///>r " ~ (/~,,;">///~'/ 0 I ~ 1~ '1/ Wi) f&.~) &\.-- =- ][]~. " /'" 'V' "
~? ! ~60'x7S' 'z.. I ..... / \' I~.//~,L. :,~,~'~"-4~d('/ V~":... / '// ,'''~//I~<.//'~/////, I?';:'~~/.j::'.j 'A"'. ~); .~ I : r 66' ~/W
:"~~ ~ .:r I 50 /j ,< /rOl1 Iii ~l/f6:/\,St:Q~~';'J ~,./ ,:,&' /'.V'" I. [lo </ ,//// c'/;: It' /' , ~ ~ 0 ( '" I
II : r .J} I" nn' ,0./ "/ . ,/ r/:P1",x. -;1" /,:; ~;::~$C~\ / /1 / / / / / ~I\ ,; // ~,~:::...:::: \ . 2S-SUTNOITRSY ~ ~. .:.' I. tv II,
: /~ ,..---... C- ~IT~t./ /(--:1~ ,.'-. '~.} / " ,.fa ~"~/t/ / ~/-;"~/"7"- ~ / f'.UJ'lLIJ I . It. IU If"'~'
.1 II ! 1 / ,,_ 9 ,/ .: ~I I / ~J,/ //, '1/' ~<~/I./ /' ,/ r''S' ~/,- /J /." ,/ ,/ // //./ ,.../ .,// .~~r~ \. ~' FF=33,50 ~ - 1-,11 ~ D ,
;\ 1": 0 / ,...~ [(); ~ 24 , \. / I" ;tQJ-/I;7=7' 7' 7' ;7 1/, t /' " 7", -T -,4' 7' 7" ,-,'f/ IV / Yo' 12" @I~ '- .A I-=- / "' /' iii!- .0 · "II
;7 /~m. =)~~, ~ =- ??") ~~~:IW,NG AREA "'~~r~1XJ:~ / J~~/ / ~ /~~r;'V ,~' A6 1 III -' \ TREE liELL (TYP,) : ~. (, ~ \, ~)~i~~~ _;: II
'/, (_,~: S~liAL ." U I taU I ~ I L ~ . '/ " ,w' ,.." / ' / / / ~ : ~' ,/,' \ v , /r" 1 (9 (_~ ~\ ~ ~ D q ~.~ ~ l II
~ ,'"' / ' / T I 1OI14~1 30 ~ \:.) 24 )" .1,1
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\.~ :i:60'x7S' (@," : ~lIJ 1~8 \ I I V~ II T~EE ~E:i_ (YF ,) ,~" ^ // /1 ''9 // L: ,/././ "P <i>::';~" , / l./ // "////' \A 28'x14' C~MPACTOR ~ '1 .~ 41 &LJ.LJ /' ""1111
if ~ ) .. <- \ m~ \.... "moO' 13 ~~~~OR 12 30 / ~.~ '~;~~;;~;~5' WX/ // :/;/ ~~ ' I ~ ~ // 45 7,~ 'u:'" "'."'""'"1 AREA 1, 'r8; ~ -{, I ~-STlJlY ( !l r ~ Ii
!\'l[ \Kll}~3"~' ,d' ~r , 1. _(j~:~(/;/1, ~/ 'fi( iti~ 1'----lj~_I~tt~) :Jt= '48 l.11
-- 1 \ ~ 15' BUILOINf
I6SH \ ~ - ~ _ SETBACK
~ H/ ,.. - -:: I I \ ". ,~~'a r\ Iii 0' -;; :::::.:. ~~~iANT TYP, '::::: - I \ ~+ ~~ --r\ ~ rr= \ ,~ETENT10N I rA\1L-l _~~ 31~ \ \ 101 f': ~ I) () ( ) 5 W"lS., 29..... II!:::
CO 65 / 59" . \ ~ L ~ ~ I'~ + / 'r- ~ _ ~~ ("n:1 I 101 f5' tREA rho?' I \ 1 ~ " 'V' ......
!::: :,. ~ ,I /,.. - \ \ \ 2 ~-;: ~ \ -- - - - - . + 1 I I I I r nl'o.. :-... '- _ _ - So... .'-....:7 .J I .... 1 I I ~ /" I \ ~' r,., m ~, I . ) r 1/-
...... :1 ~! ) 29 ~ .l. \ ., ". 1-"" "L. - - 'J;,/ /\. ~ /' .... ~ Ill. \ .... II I ,A" . ''-- ~-( ...]"'\. ... ~ \ ) 'I
- :\ I! A \ ~2 rr' , ~ lr~,\'l 9) (y) (...),...., 7 ~ E> - " \ - ~J CLUBHOUSE '- 'h ~ T'r0 (-10", \ .)tI - ~ (~6"\" ~
, ...... ~;. \" ~ : ~ " ~::JY ~,~ _ ~ "..................... """,,, /214 1 ,1 Lo ~\ ..,..S' 5450 S.F, J<"'-........ \..9... ~ 20. 32" l1) A \ ':.:f" t '. ~IT'" :-1 IA. 'I
" ..... - ..... ...... ',,- I -< /;,' -20'x20' VISIBILITY "" ..J . r M ka 19J')_ --.......... ... A " ":.,' · ~ . tv II
In--.. ~-~~i--~'" [ I ,,"" ..J..,"'- ((,~ - ~~~~ - ~ - \I qyp I J \ _ I ~c. - - - .......... . \, I / _ '-' ~ r:: {"ll- f ~'I
.~~ >6&X78':":' 'j! : Ir [(D,S" ~~'V ,( ~:;x~' ~ ~ - 'Zi!,." PDUNTAlN _~ O. - .....___11 I 1~6 I. I I POOL (~ I ::l~' wi I ~\~~ I -~~~~ ~: 66 l . II
f~ :, I \.\ ~/' -.- if ~ ') ~ - / , - ~ U A-- IOJ '~ITt") ~'- -. I ~ '1Il6MBII ATION <.T.:t: If,,
.! [ I " "....J 1.9 ~ 1(1 I /~. . ~~ I \(O) ~ . -:/ I.. ~o t 'I
\...~ r"')iJI A---- ~~6" + ~... II (@'-/,""'8- l It...~...)(~~ (,.J...~(@l~ . "\ ,-I- I ~ __ IA. IL
w:j-h. ( ...~. ) \\ 0 ~ (+) ~.-o7r\ / 7 '-.: (~ ) ~ rq~ , , Xr--.. COMMUNITY + R) , X "'-'---dJ ,IJ(~)j11 · '(@)~ - I ~ :, 10124 L~'/ . / ...." ~,I v ~' \\ ~O T~ J~~J]MES ' f tv I r
/".: \ ,.... r ~ /'" 7 r ~ m ,,~, r" .. '-. '" 2~~~~E~F .....-..... \ + "\~ J \ ~ , ~,13" 24 \....~" l~) -~~I.n \ l... 12 FATS. ) II
\, J /.', Y ....l,.. /+'" / '\ _1I~........ ......~ /~ J.... .- , IL...FF=~ ,50 :
'-..'-J" ( +. ) _._ t- +..~ r- L:J Jill (LL',/" '"~1-....."I\ V'...../) ~ '-.._~ m:J:~A
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~ · · ~ v, ~ ~ I v, v :nc,n. ~ .... MATCH LINE , k lb 'df(:;~.~~)' U~ING
~ 17'1ii1. " - ,;:'. /-~ ).... JiimK
\~ ----I\IV ---- ~ i ~----- t\u -
LIVE OAK
.
CREEPING FIG
INDIAN HAWTHORNE
UGUSTRUM LUCIDUM
HIBISCUS
WHITE BIRD OF PARADISE
PHILODENDRON
BIRD OF PARADISE
CRINUM ULY
VARIEGATED GINGER
VIBURNUM 'AWABUKI'
INTERIOR LANDSCAPE AREA
(9
<':)
LAUREL OAK
G
DRAKE ELM
~
o
.
o
MAGNOUA 'D.O. BLANCHARD' 0
o
CREPE MYRTLE
WINGED ELM @ = UNKNOWN TREE
IOJ = OAK TREE
k. = PALM TREE
CABBAGE PALM IEl = PINE TREE
WI6SHINGTON PALM @ - ORNAMENTAL TREE
00 = MAPLE TREE
[S] = SYCAMORE TREE
MEDJOOL DATE PALM &::. = CEDAR TREE
ALL LAWN AREAS TO BE SODDED
NOTE: REFER TO SHEET 8 FOR MATERIAL SPECIFICATIONS
.-
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(Ql == UNKNOWN TREE
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CREEPING AG
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CROSS REFERENCE FILE NO.:
PROJECT NUMBER:
04370-000-003
TITLE:
CLEARWATER HOUSING AUTHORITY
PARKVIEW VILLAGE
LANDSCAPE PLAN
PROJECT:
PARKVIEW VILLAGE
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LEGEND
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LIVE OAK
LAUREL OAK
DRAKE ELM
MAGNOLIA 'D.D. BLANCHARD'
CREPE MYRTLE
WINGED ELM
CABBAGE PALM
WASHINGTON PALM
MEDJOOL DATE PALM
CREEPING FIG
INDIAN HAWTHORNE
L1GUSTRUM LUCIDUM
HIBISCUS
WHITE BIRD OF PARADISE
PHILODENDRON
BIRD OF PARADISE
o CRINUM LILY
:0 VARIEGATED GINGER
o VIBURNUM 'AWABUKI'
INTERIOR LANDSCAPE AREA
QD = UNKNOWN TREE
[] = OAK TREE
~ = PALM TREE
[2] = PINE TREE
@ = ORNAMENTAL TREE
(f) = MAPLE TREE
~ = SYCAMORE TREE
~ = CEDAR TREE
ALL LAWN AREAS TO BE SODDED
NOTE: REFER TO SHEET 8 FOR MATERIAL
SPECIFICATIONS
AREV NO. REVISION
REVISED PER CITY OF CLEARWATER COMMENTS
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ENTRANCE I
RET AIL
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TYP.
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APARTM~NTS
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RET AIL
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TOTAL FOR BL 50
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ACTIVllY INITIALS/EMP. NO. DATE
PARTY CHIEF:
DRAWN BY:
CHECKED BY:
7/15/04 LDDT/ 01713 FIELD BOOK/PAGES
DATE DRAWN BY / EIolP. NO. CHECKED BY / EMP. NO. WM APPROVED BY:
DATE:
Wi_Miller -~~'=-.. CUENT: CLEARWATER
PItmerI .. ~ ~ Ec%gIIII .. &ne,ln.. L.IIttcDpe ArchIects .. T~ Cclndants
WironMIer, Inc.
NepIee.Forf M,ww.SIruoIa.. 8radenton" TMJIlI .. T...,....
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PROJECT:
TITLE:
HOUSING AUTHORITY HORI~ON~~ ~~E:
1- = 20'
VERTICAL SCALE:
N A
SEC: lWP: RGE: CROSS E RENCE FILE NO.:
17 295 16~
LANDSCAPE PLAN-
RETAIL ENLARGEMENT
PARKVIEW VILLAGE
P OJECT NUMBER:
04370-000-003
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CREEPING FIG
INDIAN HAWTHORNE
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WHITE BIRD OF PARADISE
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CRINUM LILY
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VIBURNUM 'AWABUKI'
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cQ) - UNKNOWN TREE
[OJ - OAK TREE
S - PALM TREE
[2] - PINE TREE
@ - ORNAMENTAL TREE
(f) - MAPLE TREE
[S] - SYCAMORE TREE
& - CEDAR TREE
DAYCARE
FF=33.50
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5000 SF
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ALL LAWN AREAS TO BE SODDED
NOTE: REFER TO SHEET 8 FOR MATERIAL
SPECIFICATIONS
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SCALE: 1"=20'
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DAY CARE FACILITY
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Pftmer8 " ~ .. EcdogiIII .. 8cne)vI" ~ ArcMecfJ e Tl'8IJlIPC>>'faftGn CclnIutInt8
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OATE:
5 10 04
CLEARWATER HOUSING AUTHORITY HORIZONTAL SCALE:
1" = 20'
VERTICAL SCALE:
TITLE:
INITIALS/EMP. NO. DATE
ACTIVITY
PARTY CHIEF:
DRAWN BY:
CHECKED BY:
7/15/04 LDDT/ 01713 FIELD BOOK/PAGES
DATE DRAWN BY / EMP. NO. CHECKED BY / Et.IP. NO. WM APPROVED BY:
PARKVIEW VILLAGE
LANDSCAPE PLAN ENLARGEMENTS
PROJECT:
PARKVIEW VILLAGE
PROJECT NUMBER:
04370-000-003
ROSS REFERENCE FILE NO.:
REVISED PER CITY OF CLEARWATER COMMENTS
.6.REV NO.
REVISION
May 14. 2004 - 18:01:49 BCASTOIX:\ENG\04370\001\REVOO\0437b-OOO-005-8.dwg
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PROTECTIVE BARRIER REQUIREMENTS AND SPECIFICATIONS
FOR EXISTING TREES TO REMAIN
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1-f?i.Y REINFORCED RUBBER HOSE,
1/2 DIAMETER
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5/16M D1A. TURNBUCKLE
3 LONG OPENING
~ WUl..CH /IS SPECIFIED
- PROTECTIVE BARRIERS shall be placed around all protected trees prior to land preparation
or construction activities according to the following:
FINISH GRADE
2Mx4Mx3O'" STAKE
WA TERm-IN ...
BACK FlU.
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SHRUBo,.PLANTING DETAIL
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LANDSCAPE TABULATION:
~ES RETAINED OR TRANSPLANTED
CANOP TREES - 27 trees (517 inches)
PALMS - 14 palms (14 inches)
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UNDISlURIIED SOIL
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EDGE Of' SOD
a. At or greater than the full driplne of all species of mangroves and sabal palm
trees;
b. At or greater the full dripline of all protected native pine trees and other conifer
tree species;
c. At or greater than two-thirds of the dripline of all other protected tree species;
d. At or greater than the full dripline of trees within a specimen tree stand.
- PROTECTIVE BARRIERS are to be constructed using 4' high galvanized chain link fencing.
t' posts, min. 6' O.c..
- When a PRPTECTIVE BARRIER is required, it shall remain in place until all construction
activity is terminated. The area within the barrier limits shall remain undisturbed by any
activity during construction. Native ground cover and understory vegetation existing within
the barriers shall remain throughout construction. Exotic plant species may be removed
providing written consent is obtained from the community development coordinator. Plant
species removed with the consent of the coordinator may be removed only by manual labor
utilizing hand tools or by other approved methods.
- Prior to the erection of any required protective barrier, all surface foreign material, trash
or debris shall be removed from the area to be enclosed by the barrier, and after erection
of the barrier no such material or litter shall be permitted to remain within the protected
area. No equipment, chemicals, soil deposits or construction materials shall be placed
within such protective barriers.
/
112 GA. STEEl WIRE DBL
3- MINIMUM . 120 APART
2M MULCH
3M SAU.ABO;mFlNISH
GRADE OVE OR TO
FINAl A TAN
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EW:K F1LL
N.T.S.
TOTAL CREDIT
31
.
In.
SINGLE TRUNK TREE 10'-20' O.A. HT.
N.T.S.
TREES REMO D
.
GROUNDCCM:R
~ lotIJlCH DEPTH
INSI'ALl PlANTS 1" HIGHER
THAN SOIL ELE.VAllON
PLNmNG SOl.
MIXI'URE
(/IS SPECIFIED)
FINISHED GRADE
CANOPY TREES - 20
PALMS- 214 palms (
trees (2914 inches)
4 inches)
TOTAL DEBIT 3128 in.
.~ ..dlll~
TOTAL
1
REDIT (IN.)
IN. REQUIRED
)
lIE FRONDS IN UPRIGHT POSITION . or
WITH 8IO-llEClRi\IWI lWlNE .
(SAM. PALMS ONLY 8 FRONDS ~
cur OFF UNOPeNED FRONDS
ON rACH SIlE Of' BUD
cur OFF 1/2 GREEN BOmlM FRONDS
3128
TOTAL DEBIT (IN.)
-
~ SAUCER /IBtNE FINISH GRADE
(REMCM: PRIOR TO FItW. ACCEPrANCE)
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2597 in.
= TO 1ECHNlCAL STABILIZE PlANT1NG
SPECIFICATIONS FOR MDmJRE UNDER
PINil1ING SOIL ROO11WJ.
REQUIREMENfS
TREE REMOVAL/ PROTECTION
.
NOTES
:If'
- No person may remove or cause to be removed any protected tree
or any palm with a ten-foot clear and straight trunk without first
having procured a permit as provided in Article 4, Oivision 12.
\
259
1 0% CREDIT
PRESERVATION MEASURE
TOTAL IN. REQUIR
***NOTE: C CULATIONS REFLECT THE REMOVAL OF ALL
RATED 2 AND BELOW.
TREES REQUIRED
2597
TOTAL DEBIT (tN.
5-~X4"X16" E1ATTENS
BANDING IN 1WO PlJaS
roE NAIL ~ -4" TO E1A~
AND NOT INIO TRUNK
MINIMUM 3-~x4" BRACES
120' /11'.
~ MULCH /IS
SPB::IF1ED
GROUND COVER PLANTING DETAIL
N.T.S.
GENERAL LANDSCAPE
NOTES
1. Before commencing work, trees that are to be saved shall be
protected from damage by placement of chain link fencing for
visibility. No work shall begin until this requirement is fulfilled.
2. Use precautionary measures when performing work around trees.
3. Adjust depth of earthwork and topsoil when working immediately
adjacent to aforementioned features in order to prevent disturbing tree
roots.
4. Where escavating, filling, or grading is required within the drip line of
trees that are to remain, work shall be performed as follows:
1. Trenching: When trenching occurs around trees to remain, tree roots
shall not be cut. A trench shall be tunneled under or around roots
by careful had digging without injury to roots. No conduit or
underground utilities will be placed within 10 feet of protected trees
and 20-feet of grand trees.
2. Raising Grades:
a. Where fill not exceeding 16-inches is required, clean, washed gravel
graded from 1-inch to 2-inch in size shall be placed directly around
tree trunk. Extend gravel out from trunk on all sides minimum of 18
inches and finish approximately 2-inches above finished grade at tree.
Install gravel before any earth fill is placed. New earth fill shall not
be left in contact with trunks of trees requiring fill.
b. Where fill exceeding 16-lnches is required, construct dry laid tree well
around trunk of tree. Tree well shall extend out from trunk on all
sides minimum of 3-feet and to 3-inches above finish grade. Place
coarse grade rock directly around tree well extending out to drip line
of tree. Place clean, washed gravel graded from 1-inch to 2-inch in
size directly over coarse rock to a depth of 3-inches. Place approved
back fill material directly over washed gravel to desired finish grade.
3. Lowering Grades: Existing trees in areas where new finish grade is to
be lowered shall have regrading work done by hand to elevation
indicated on Construction Drawings. Roots as required shall be cut
cleanly 3-inches below finished grade,
4. Trees marked for preservation that are more than 6-inches above
proposed grades shall stand on broad rounded mounds land be graded
smoothly into lower level. Trees located more than 16-lnches above
proposed grades shall have dry laid stone wall or other retaining
structure constructed minimum of 5-feet from trunk. Exposed or
broken roots shall be cut clean and covered with topsoil.
2338 in.
EES
ll.REV NO.
REVISED PER CITY OF CLEARWATER COMMENTS
REVISION I
07/14/04 LDDT/01713
1. All landscape construction sholl conform to the minimum landscape requirements of the City of
Clearwater Landscape Code.
2. Contractor to comply with all state and local code requirements.
3. Prior to construction of any improvements, contractor shall obtain a landscape permit from City of
Clearwater. Permits are the responsibility of the contractor and are to be included as part of the base
bid.
4. Contractor is responsible for determining all utility locations and installing facilities to not conflict. All
5. damage to existing utilities or improvements caused by contractor shall be repaired at no additional cost
to the owner.
6. All plant materials to be Florida No.1 or better as per Florida Oept. of Agriculture Grades & Standards,
Parts I & II.
7. Contractor shall be responsible for providing final grading of all associated planting areas.
8. After final grade, area to be raked to 5' depth and all rock and foreign inorganic materials removed
and disposed of legally off-site.
9. The successful bidder shall furnish to the owner a unit price breakdown for all materials. The owner
may, at it's discretion, add or delete from the materials utilizing the unit price breakdown submitted.
10. A minimum of 50 percent of the required trees shall be native species, or Hybrids or Cultivars of native
species.
11. All new plant material guaranteed for 180 days, from time of final acceptance of project, any plant
material not in a healthy growing condition will be replaced by the contractor, at no additional cost to
the owner within 10 days of notification, extend warranty period an additional 45 days beyond the
original warranty period, for 011 replacement plant material. Warranty is null and void for plant material
which is damaged or dies as a result of "Acts of Gocf limited to hail, freeze, lightning, automobile
damage, and winds exceeding 75 mph; as defined by the National Weather Service. All trees that lean
or are blown over, caused by winds less than 75 mph, will be re-set and braced by the contractor at
no additionlal cost to the owner.
12. All trees, shrubs and ground covers shall be of the sizes as called for in the Landscape Material
Schedule. Where there is a discrepancy either in quantities, plant names, sizes or specifications between
the plan and Landscape Material Schedule, the plan takes precedence.
13. No plant material will be accepted showing evidence of cable, chain marks, equipment scars, or
otherwise damaged.
14. Plant material will not be accepted when the ball of earth surrounding it's roots has been cracked,
broken or ,otherwise damaged.
15. New plant material to be installed will be field adjusted to accommodate existing plant material such as
overhead c:anopy trees, under story trees and shrubs or ground cover. This will insure existing plant
material to remain in its natural state. Therefore, no existing plant material will be altered by removing,
cutting, trimming or destroying in order to install new plant material.
16. All parking islands and planters shall be excavated to depth of 1 ff and backfilled with approved friable
top soil.
17. All plantingl holes to be hand dug except where machine dug holes will not adversely effect or damage
utilities or improvements (see notes 4-5).
18. Planting sOlil to be a weed free mixture of 50% sand, 40% humic topsoil, and 10% Canadian peat. All
plant matelrial to receive planting soil as per details.
19. Use a minimum of two 21 gram agriform 20-10-5 planting fertilizer tablets per 3 gallon container.
20. Follow manufacturers instructions for quantity per plant size for all other vegetation. All plant material to
receive tablets.
21. Contractor shall stake & guy all trees and palms as per the appropriate detail. Contractor is
responsible for the maintenance and/or T?)?T?)?repair of all staking and guying during warranty period.
22. Root-prune all non-container grown trees a minimum of (8) weeks prior to planting. See detail.
23. Note size of planting pits on planting details.
24. All trimmin,g undertaken on a tree protected by the provisions of the Land Development Code shall be
pruned in Qccordance with the National Arborist Association (NM) Pruning Standards.
25. Existing tree locations and sizes are estimates and are based on an preliminary site verification.
26. Contractor to coordinate tree removal with City of Clearwater prior to construction.
27. Protective Ibarricades shall remain in place until land alteration and construction activities are completed.
28. During land alteration and construction activities, it shall be unlawful to remove vegetation by grubbing
or to place soil deposits, debris, solvents, construction material, machinery or other equipment of any
kind within the drip line of a tree to remain on the site unless otherwise approved by the City.
29. All waste, lobjectionable material, and excess fill shall be removed and disposed of on a daily basis
off-site in a legal manner.
30. Any areas subject to erosion must be adequately stabilized with vegetation material that will, within a
reasonable time frame, deter soil disturbance.
31. Sodding, pUugging sprigging or seeding is acceptable for stabilization; however, sodding may be required
in areas of erosion-prone soils or where slopes are greater than 5: 1. Vegetation other than grass is
acceptable unless otherwise specified.
32. All landscalPe shrub and tree areas shall receive 100% irrigation by means of automatic low-volume
~'-der nd inkle ste
3~ ~I paroe~ will me~ fue req~remen~ ~05~~ ~~e~~er ~~~~e~ ~~~~
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:~':TYCHIEF' INITW.S/E"P. NO. DATE Wi~MIIIet' -Li:'~~.. CUENT:
DRAWN BY: JLB/1741 05/15/04 ~.J
CHECKED BY; PIImere . ~ e EcoIogfIII ~ &lWycn.. ~ ArcNtectt .. TrInIportaIIon Cond8nttI
FIELD BOOK/PAGES ""...... ForI.~ ~~ ........_~
'.....-" ...,.....gw.......g_.....,.. T",.,... T-.-._
DRAWN BY / EMP. NO. CHECKED BY / ElAP. NO. WM APPROVED BY: tr)Ia..NllWdeD1Vlt,&Ie.aw.T....RcItit&'fl102."...8&7-22"..95QhFu:8&7-~.~....IllIIIoI....:ccm
PRESERVATION MEASURES INCLUDE TREE BARRICADES,
TREE WELLS, AND AERATION SYSTEMS. (SEE DETAILS)
PROVIDED
REES
FINISH GIWlE ~
~x4"XJd STAKE
WAlERED-1N CLEAN
IW:K FIl.
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UNDISIUR8ED SOIL ~~~~ .~, ~
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12" i' 12"
MIN. BALL DrA. FOR
CABBAGE PAlMS
Drake Elm
Winaed Elm
Maanolia 'D.D. Blanchard'
Mediool Date Palm
Laurel Oak
Live Oak
Cabbaae Palm
Washinaton Palm
48
27
16
8
67
281
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62
INCHES
PROVIDED
3
3
3
1
3
3
1
1
TOTAL
INCHES
PROVIDED
144
81
48
8
201
843
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62
1672
lYPE
TOTAL
PALM DETAIL
N.T.S.
TOTAL PROVIDED
NET INCHES -666 in.
Inches remaining to be provided through payment to tree fund and
relocation of Cabbage Palms off site. Number of Cabbage Palms and
off-site placement to be provided prior to relocation.
PARKING AND INTERIOR LANDSCAPE AREA
1-PLY REINf'ORCED RU&R
HOSE, 1/'l' IllAME'IER
~x4"'118' STAKE
~ MULCH /IS SPE'CFlED
- -
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VEHICULAR USE AREA (COMMERCIAL/MULTI-FAMILY):
REQUIRED INTERIOR LANDSCAPE AREA (10%):
PROVIDED INTERIOR LANDSCAPE AREA: (11.6%):
.
378,671 SF
37.867 SF
44,188 SF
-
~ SAUCER JWNE. FINISH
GfW)[ (REMOYE PRIOR 10
FINAL .tCCEPTANCE)
FINISH GRADE
--v
PARKING CALCULATION:
COMMERCIAL SPACES (35,OOOSF @ 5/1000 SF):
RESIDENTIAL SPACES (203 UNITS @ 2/UNIT):
TOTAL REQUIRED:
TOTAL PROVIDED:
(557 SURFACE SPACES, 32 GARAGE SPACES)
175
406
581
589
(12 HANDICAP)
(15 HANDICAP)
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LANDSCAPE MATERIAL SCHEDULE
UNDISTURBED SOIL
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EXlS1'lNC SOIL
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QTY BOTANICAL NAME
TREES
MG 16
PO 8
QL 67
QV 281
SP 285
UA 21
UP 48
WR 62
SHRUBS
AZ 97 Alpinia zerumbet 'Variegata'
CA 143 Crinum species
HRS 596 Hibiscus rosa-sinensis 'Seminole Pink'
PB 166 Philodendron bipinnatifidum
RI 4407 Rhaphiolepis indica
SN 22 Strelitzia nicolai
SR 19 Strelitzia reginae
VO 962 Viburnum odoratissimum 'Awabuki'
GROUNOCOVERS
OV 54 Dietes vegeta
FP 136 Ficus pumila
JC 646 Juniperus chinensis 'Parson ii'
LC 156 Lantana camara 'Gold'
LEG 8137 lirope muscari 'Evergreen Giant'
TA 632 Trachelospermum asiaticum
( ~ Sod
Paspalum notatum
COMMON NAME
SPECIFICA nONS
MLJI TI- TRUNK TRFF STAKING
N.T.S.
~fR
--
~~
Magnolia grandiflora 'D.O. Blanchard'
Phoenix dactylifera 'Medjool'
Quercus laurifolia
Quercus virginiana
Sabal palmetto
Ulmus alata
Ulmus parvifolia
Washin(jtonia robusta
Magnolia 'D.O. Blanchard'
Medjool Date Palm
Laurel Oak
live Oak
Cabbage Palm
Winged Elm
DraKe Elm
Washington Palm
3" cal, 10-12' ht, 65 gal.
12' -14' CT; Band B; heavy; specimen, matched
3" cal, 10-12' ht, 4'-5' spread, 45 gal.
3" cal, 10-12' ht, 4'-5' spread, 45 gal.
CT height varies 10'-16'; Band B; non-booted
3" cal, 10-12' ht, 65 gal.
3" cal, 10-12' ht, 65 gal.
CT height varies 12'-16'; Band B, heavy
~
2~~
=r~...Ji.N:
TRENCHING. DIG BY IWI),
HAND-CUT ROOlS ClEAN.
Variegated Shell Ginger
Crinum lily
Chinese Hibiscus- Seminole Pink
Split-leaf Philodendron
Indian Hawthorn
White Bird of Paradise
Bird of Paradise
Awabuki Viburnum
3 gal., 18" overall, full
7 gal., 3pep, full, 24" overall
3 gal., 30 overall, full
3 gal.., 16" overall, full
3 gal., 18" overall, full
15 gal., 6-8' overall, 3ppp
3 gal., 24" overall, full
3 Qal., 24"-36" overall full
height
PROPOSED UTIJTY 1ROlCH
OR EDGE Of' PAVEMENr
EXlS1'lNC
10' MIN. TREE
NOTE: IF lRENCHlNG OCCURS CLOSER THAN 10'
10 ElCIS'flNG TREE, CONTACT LA. FOR DIRECnON
White African Iris
Creeping Fig
Parson's Juniper
Gold Lantana
Evergreen Giant lirope
Asian Jasmine
1 gal., 15" overall
3 gaL, 36" trellis
1 gal., full, 8"-10" overall
1 gal., 8" overall
1 gaL. 10"-12" overall, full,
1 gal., full, 18" O.c.
I.\\\\~
\\)\. \ ~ .
18" O.c.
ROOT PRUNING DETAIL
N.T.S.
Bah ia sod
Bahia sod shall be provided in all areas that are
not within plant beds containing shrubs and
groundcover.
May 14, 2004 - 18:03:31
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5/10/04
HORIZONTAL SCALE:
1" = 50'
VERTICAL SCALE:
N/A
SEe: TWP: RGE:
17 295 16E
^
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^ ^-
-
~-
-
CLEARWATER HOUSING AUTHORITY
PARKVIEW VILLAGE
LANDSCAPE DETAILS
PROJECT:
DATE
PARKVIEW VILLAGE
CROSS REFERENCE FILE NO.:
I PROJECT NUMBER:
04370-000-003
SECTION
17
TOWNSHIP 29 SOUTH
PINELLAS COUNTY,
RANGE
FLORIDA
16
EAST
11III
SCALE: 1"=50'
O~. l.
I
100'
J
---
~
'~ "PINELLAS COUNlY
1 RING DEPT."
1
I
0 DREW STREET
"
FOUND 1/'1'
IRON ROD ~ 570.85' I ~ 1 nn.oo' ".- ~ r
"G.F.Y. LB021( I I I 695.72' -....
I
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----~------------------------------25.~KDNE{NP~---------------------------------------------------------------__1 I I
------ --- -------------- -------------------------- -------------- --- --------- ------------ -- ------- POI NT OF BEGI N N I NG Y
---------------------------------- --------------------------
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LEGAL DESCRIPTION:
THE NORTH LINE OF THE NE 1/4 OF
THE NE 1/4 OF SECTION 17
POINT OF COMMENCEMENT
NE CORNER OF
T.WE HE 1/4 OF TJ.lJ:" NJ:" 1/4 OF
SECTION 17-29-16
FOUND BRASS DISK
MATCHLINE
SEE SHEET 4
THE NORTHEAST QUARTER OF' THE NORTHEAST QUARTER OF' SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16
EAST, lESS AND EXCEPT THE NORTH 50 FEET OF' THE NE 1/4 OF THE NE 1/4 OF' THE SECTION 17,
TOWNSHIP 29 SOUTH. RANGE 16 EAST FOR RIGHT OF WAY FOR DREW STREET AND THE EAST 33 FEET OF
THE NE 1/4 OF THE NE 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST F'OR BAYVlEW
BOULEVARD, LESS EASEMENTS RECORDED IN O.R. BOOK 10951, PAGE 2554 AND O.R. BOOK 10951, PAGE
2557 AND lESS ROAD RIGHT OF' WAYS THEREOF'. ALL LYING AND BEING IN PINELlAS COUNTY FLORIDA.
I
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JUL 1 5 200~
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20
REVISION
DRAWN BY / EMP. NO. CHECKED BY / EMP. NO.
ACTIVITY
PARTY CHIEF:
DRAWN BY:
CHECKED BY:
FIELD BOOK/PAGES
WM APPROVED BY:
INITIALS/EMP. NO.
DATE
WI,.Mille, ~~=-..
PIImtn " EiPIetn e Ec<<ogittI e &Iwycrs" l..ant:8cspe ArcIiIect8 e Tr8llllpOrlaflon Condant8
WIsonMIer, Inc.
NapleeoForl Myerw..8lIruota.. 8'adenton.. r.".,. "TaIIhuIee
fI)f ~ Il'M. EYe 4OtJi. r.". Rorlda ~ "PItOne< 8I3-a:HI5OO.. Fa: 813-223-0009 " ~ 1t'WlK.....;c:om
CLIENT:
~REV NO.
DATE
PARKVIEW VILLAGE
DATE:
5-14-04
HORIZONTAL SCALE:
1" = 50'
VERTICAL SCALE:
N A
SEC: lWP: RGE:
17 29S 16E
TITLE:
PRELIMINARY PLAT
(SHEET 1 OF 2)
ELR/151S
CLEARWATER HOUSING AUTHORllY
PROJECT:
REVISED PER CITY OF CLEARWATER COMMENTS
07/14/04
CROSS REFERENCE FILE NO.:
PROJECT NUMBER:
04370-000-001
Jul 14, 2004 - 11:18:48 BCASTOIX:\ENG\04370\001\REV 01\04370-000-003 ... 004.dwg
BOUNDARY SURVEY
TOWNSHIP 29 SOUTH RANGE
PINELLAS COUNTY, FLORIDA
SECTION
17
EAST
16
-
lEGAL DESCRIPTION:
THE NORTHEAST CORNER OF
THE NE 1/4 OF SECTION 17
FOUND BRASS DISK
THE NORTH LINE OF THE NE 1/4 ~~ \
THE NE 1/4 OF SECTION ~
THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 29
SOUTH, RANGE 16 EAST, LESS AND EXCEPT THE NORTH 50 FEET OF THE NE 1 14 OF THE
NE 1/4 OF THE SECTION 17. TOWNSHIP 29 SOUTH, RANGE 16 EAST FOR RIGHT OF WAY
FOR DREW STREET AND THE EAST 33 FEET OF THE NE 1/4 OF THE NE 1/4 OF SECTION
17, TOWNSHIP 29 SOUTH, RANGE 16 EAST FOR BAYVlEW BOULEVARD, LESS EASEMENTS
RECORDED IN O.R. BOOK 10951, PAGE 2554 AND O.R. BOOK 10951, PAGE 2557 AND
LESS ROAD RIGHT OF WAYS THEREOF. ALL LYING AND BEING IN P1NEllAS COUNTY FLORIDA.
5' CONC. SW
TYPE F CURB
SCALE: 1"=100'
~ I
0' 20' 50 100
TYPE F CURB
3' VALLEY
CURB
REW STREET (100.0' RIGHT-OF-WAY)
I
200
ci
S8g. 41-09" E
6' WD.F.
F.I.R. l/t'
"G.F.Y. LB021"
(F.I.R. 1/2" 0.3'E & 1.0' N.)
(DISTURBED) 1. l' W
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I I 10' SANITARY AND UTILITY EASEMENT
\y PER O.R. BOOK 10951, PAGE 2554
GENERAL NOTES:
NON-VISIBLE AND SUBSURFACE IMPROVEMENTS AND OTHER UNDERGROUND ENCROACHMENTS THAT MAY EXIST, SUCH /1S UTlUTIES AND FOUNDATIONS. HAVE NOT BEEN FIELD
LOCATED.
0'
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THERE ARE NO ENCROACHMENTS. OVERLAPS OR BOUNDARY UNE DISPUTES APPARENT OTHER THAN THOSE SHOWN.
--
SANDLEWOOD DRIVE
FACE OF 8" CONC. BLOCK
WALL IS 1.1' WEST OF
PROPERTY LINE
............
\
FENCE UNE TIES SHOWN HEREIN ARE GIVEN AT NINETY-DEGREE (90') ANGLES (PERPENDICULAR) TO PROPERlY UNES UNLESS OTHERWISE NOTED. FENCES DEPICTED HEREIN
MAY HAVE BEEN EXAGGERATED FOR CLARITY.
~ CENlER UNE OF A 60.0 FOOT PARCEL -
OF LAND FOR RIGHT-OF-WAY
DEDICATED PER RESOLUTION NO. 74-76
IN O.R. BOOK 4190, PAGE 721
AND O.R. BOOK 4193, PAGE 28
---
-..........
~
IRRIGATION IEQUIPMENT ANDIOR IRRIGATION SYSTEMS AND THEIR APPURTENANCES HAVE NOT BEEN FIELD LOCATED UNLESS OTHERWISE SHOWN HEREIN.
6' C.L.F.
m
0:::
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~
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Atff MATTERS THAT HAVE BEEN MADE KNOWN TO THE UNDERSIGNED SURVEYOR AND MAPPER THAT MAY AFFECT PROPERlY RIGHTS ARE SHOWN OR NOTED UPON THIS SURVEY.
THIS SURVEY MAKES NO CLAIMS REGARDING OWNERSHIP OR RIGHTS OF POSSESSION.
v,....
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60.00'
THIS SURVEY MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED INFORMATION.
N
THIS SURVEY WAS PERFORMED FOR THE SOLE AND EXCLUSIVE BENEFIT OF THE PARTIES USTEO HEREIN AND SHALL NOT BE REUED UPON BY Atff OTHER ENTITY OR
INDMDUAL WHOMSOEVER. UKEWlSE, Atff RE-USE OF THIS SURVEY FOR AHYPURPOSE OTHER THAN WHICH W/1S ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION c"F
THE UNDERSIGNED SURVEYOR AND MAPPER, WILL BE DONE SO AT THE RISK OF THE RE-USER AND WITHOUT Atff LlABIUTY TO THE UNDERSIGNED SURVEYOR AND MAPPER.
lL.
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.....
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.....
ADDmONS OR DELETIONS TO THIS SURVEY AND/OR GENERAL NOTES, BY Atff PARTY OTHER THAN THE UNDERSIGNED SURVEYOR AND MAPPER, ARE PROHIBITED WITHOUT THE
EXPRESS W'RITTEN CONSENT OF THE UNDERSIGNED SURVEYOR AND MAPPER.
NOTHING SHOWN UPON THIS SURVEY SHALL BF. CONSTRUED /1S GMNG Atff RIGHTS OR BENEFITS TO Atff PERSON OR PERSONS, OTHER THAN TO WHOM THIS SURVEY IS
CERTIFIED.
19'2 "CRt.S
S "!J9 ·
CO~1 "'~ oR ~€.ss)
l\JIOR€.
SYMBOLS SHOWN UPON THIS SURVEY MAY NOT BE DRAWN TO SCALE.
00
.......
.
0
F"
C'\I
.......
I
3=
I M
ll)
F"
1'0
b
0
(/)
5' CONC.
SW
A UST OF ABBREVIATIONS AND A SYMBOL LEGEND ARE SHOWN WITHIN THE CONTENTS OF THIS SURVEY.
A
f'I')
00
to
F"
C'\I
.......
S\1t.
"
THE INFORhAATlON SHOWN UPON THIS SURVEY WAS ACQUIRED IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS /1S ESTABUSHED BY CHAPTER
61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE.
\ \-A ?B.O'-J't.\-A 't."ns
GROUND
t-..BO\j( Sr\O\NNJ
r" (NO\
ALL COMPUTATIONS ARE BASED UPON MEASUREMENTS MADE FROM A CLOSED GEOMETRIC FIGURE AND MEET OR EXCEED THE REQUIRED PRECISION ESTABUSHED FOR
COMMERCIAL/HIGH RISK AREAS BY THE MINIM~iM TECHNICAL STANDARDS FOR SURVEYS /1S ESTABUSHED BY CHAPTER 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE.
OCHESAPEAKE
,I ST.
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~
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II .
. II q
; ~!
. II;:)
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THE HORIZONTAL POsmON OF ALL PHYSICAL fEATURES SHOWN HEREIN IS PLOTTED TO WITHIN 1/20TH OF AN INCH AT THE SURVEY DRAWING'S REPORTED HORIZONTAL SCALE.
w
10
N
A
00
o
b
o
F
I
I
t.~\S\\NG
THIS PROPERlY MAY BE SUBJECT TO ADDm()t(A!. EASEMENTS, COVENANTS AND RESTRICTIONS NOT SHOWN HEREIN BUT FOUND IN THE PUBUC RECORDS OF PINEUAS COUNTY,
FLORIDA.
ALL PROPERTY OWNERSHIP, RIGHT OF WAY, EASEMENT ANDIOR RECORD PLAT INFORMATION SHOWN HEREIN W/1S OBTAINED FROM THE PUBUC RECORDS OF PINELLAS COUNTY,
FLORIDA. UNLESS OTHERWISE NOTED. ADJOINING PROPERTY OWNER NAME AND PARCEL FOUO NUMBER ARE SHOWN /1S INDICATED BY THE PINEllAS COUNTY TAX APPRAISER'S
WEB SITE ON MARCH 1, 2004.
THIS DRAWliNG REPRESENTS A BOUNDARY SURVEY PERFORMED ON THE GROUND UNDER THE DIRECTION OF A UCENSED FLORIDA PROFESSIONAL SURVEYOR Ie MAPPER AND IS
NOT INTENOED TO DEUNEATE THE REGULATORY JURISDICTION OF Atff FEDERAL, STATE, REGIONAl.. OR LOCAL AGENCY, BpARD. COMMISSION OR OTHER SIMILAR ORGANIZATION.
6RO'l'lN L10. \\
~SSOC\~1t.S '20-0'00
fOUO '00000-
ALL BEARINGS ARE REFERENCED TO AN ASSUUED SYSTEM. LOCAL PROJECT REFERENCE BEARING IS THE SOUTH RIGHT-OF-WAY LINE OF DREW STREET, SECTION 17,
TOWNSHIP 29 SOUTH, RANGE 16 EAST. SAID UNE BEARS SOUTH 89'41'09" EAST.
I- 10.0'
CONC.
L APRON
+-~ ~ --------G6TE-l
I b SW 5.5'
o B.O.C.
- 18 5'
I .
--L
TITLE COMMITMENT NOTES:
"--------
10' :ARY AND UTILITY rASEMfNf7
PER O.R. BOOK 10951, PAGE 2554
THIS SURVEY W/1S PREPARED BASED UPON A COMMITMENT FOR TITlE INSURANCE ISSUED BY ATTORNEYS' TITlE INSURANCE FUND, INC., COMMITMENT ORDER NUMBER
04-2003-5082, EFFECTIVE /1S OF SEPTEMBER OS, 2003 AT 8:00 NA AND THE EXCEPTIONS NOTED IN SCHEDULE B OF SAID COMMITMENT ARE ACCURATELY REFLECTED UPON
THIS SURVEY. THE PROFESS/ONAL SURVEYOR AND MAPPER RESPONSIBLE FOR THE PREPARATION OF THIS SURVEY MAKES NO GUARANTEES OR REPRESENTATIONS REGARDING
INFORMATlOIN SHOWN HEREIN PERTAINING TO EASEMENTS. RESERVATIONS, SET-BACK UNES, AGREEMENTS, RIGHTS-OF-WAY OR OTHER SIMILAR MATTERS OTHER THAN THOSE
CONTAINED IN SAID COMMITMENT.
'"
lEGEND
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.L.F.
5.4'
- CONCRETE UTIUTY POLE
- UGHT POLE
- GUY ANCHOR
- UTIUTY POLE
- TRAFFIC CONTROL BOX
- WATER VALVE
- FIRE HYDRANT
- STORM M~NHOLE
- SANITARY MANHOLE
- TELEPHONE MANHOLE
- TELEPHONE UTILITY BOX
= SIGN
= SECTION CORNER
= WATER METER
- T~C CONTROL BOX
= BOLLARD
LB - LICENSED BUSINESS
(p) = PLAT MEASUREMENT
(D) = DEED MEASUREMENT
(F) = FIELD MEASUREMENT
(C) - CAlCULATED
O.R. = OFFICIAL. RECORD
G.F.Y. = GEORGE F. YOUNG
E.P. ... EDGE OF PAVEMENT
CONC. = CONCRETE
C.LF. ... CHAIN LINK FENCE
WD.F. ... WOOD FENCE
F.I.R. - FOUND IRON ROD
F.C.M. ... FOUND CONCRETE MONUM~NT
SW It: SIDEWALK
B.O.C. - BACK OF CURB
----
"
PER SCHIDULE B - SECTION 2 OF SAID TITLE COMMITMENT, THE FOLLOWING EXCEPTIONS ARE NOTED:
FACE OF 8" CONC. BLOCK
WALL IS 1.0' WEST OF
PROPERTY LINE
TANGLEWOOD DR.
--
" -T
CENTER LINE OF A ~ FOOT PARCEL J .
OF LAND FOR RIGHT-OF-WAY
IDEDICATED PER RESOLUTION NO. 74-76
IN O.R. BOOK 4190,. PAGE 722
AND O.R. BOOK 4193, PAGE 28
EXCEPTION B-2-1: ROAD RIGHT-OF-WAY RECORDED IN O.R. BOOK 4190, PAGE 721, PUBUC RECORDS OF PINELLAS COUNTY, FLORIDA. (PLOTTED HEREON)
EXCEPTION B-2-2: ROAD RIGHT-OF-WAY RECORDED IN O.R. BOOK 4190, PAGE 722, PUBUC RECORDS OF PINELLAS COUNTY, FLORIDA. (PLOTTED HEREON)
2' MIAMI CURB
EXCEPTION B-2-3: RESOLUTION NO. 74-76, RECORDED IN O.R. BOOK 4193, PAGE 28, PUBUC RECORDS OF PINELLAS COUNTY, FLORIDA. (PLOTTED HEREON)
EXCEPTION B-2-4: EASEMENT RECORDED IN O.R. BOOK 6896, PAGE 373, PUBUC RECORDS OF PINEllAS COUNTY, FLORIDA. (NOT GRAPHICALLY PLOT ABLE.)
~
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~~ -3- f;)f'V
~ ~
g;; <7. "f'V
qj~tf
O~ c(;j
00 ~(;j
{J~
4,0
5'
EXCEPTION B-2-5: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY RESOLUTION RECORDED IN O.R. BOOK 8381, PAGE 2211, AND O.R. BOOK 8968.
PAGE 1825. PUBUC RECORDS OF PINELLAS COUNTY, FLORIDA. (NOT GRAPHICALLY PLOT ABLE.)
-0-
5
fQ)
1m
o
EXCEPTION B-2-6: EASEMENT RECORDED IN O.R. BOOK 10951, PAGE 2554, PUBUC RECORDS OF PINEllAS COUNTY. FLORIDA. (PLOTTED HEREON)
EXCEPTION B-2-7: EASEMENT RECORDED IN O.R. BOOK 10951, PAGE 2557, PUBUC RECORDS OF PINELLAS COUNTY, FLORIDA. (NOr GRAPHICALLY PLOT ABLE.)
10' UTILITY, DRAINAGE AND MAINTENANCE EASEMENT
PER O.R. BOOK 3746, PAGE 975
AND O.R. BOOK 10881, PAGE 2115
o
EXCEPTION B-2-8: SUBJECT TO EASEMENT FROM CHARLES GOUOARIS AND JUUE GOUDARlS. JAMES MARTIN AND STELLA MARTIN TO THE CITY OF ClEARWATER, FOR UTlUTIES,
DRAINAGE IINSTALLATlON AND MAINTENANCE OVER THE SOUTH 10 FEET AND THE WEST 10 FEET OF THE NE 1/4 OF THE NE 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH,
RANGE 16 lEAST, PINELlAS COUNTY, FLORIDA. (PLOTTED HEREON)
6' C.LF.~
-N8g.S8-03" W
o
SW
2.2'E
E.P.
21.2'
6' C.LF.
C.L.F. 0
-@-- - - - -
o
;0
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CERTIFIED 11"0: ClEARWATER HOUSING AUTHORITY
(/)
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THE SOUTH LINE OF THE NE 1/4 OF
THE NE 1/4 OF SECTION 17
F.J.R. 5/8"
(F.C.M. 4"X4" 0.6' N.)
-
JUL 1 5 2004
-
W1LSONMIWER, INC.
ii1i:ft~lf?
FLORIDA UCENSE No.LS3439
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Wi,.Miller ~~=--M
PIemer8 · ~ .. EcoIog/III · Qnvyon.. L.sndtIcIpe ArchItecft . rraneporlallon C<lndantB
WIsonA4Ier, Inc.
NepIee.Fotf ~.Seruota.9'ac:fInIon.. r..... .. r...,.,...
tf1I ~ ow, Me 40tM .. r.... FfctIda &'flm. ~ BD-2ZHI5OO.. Fa: BD-223-0009 . .,... ...lIIItclIdef:com
ATf::
05 14 04
HORIZONTAL SCALE:
1" = 100'
VERTICAL SCALE:
N A
SEC: lWP: RGE:
17 29S 18E
INITIALS/EMP. NO.
DATE
ACTIVITY
PARTY CHIEF:
DRAWN BY;
CHECKED BY:
FIELD BOOK/PAGES
WM APPROVED BY:
CLIENT:
TITLE:
CLEARWATER HOUSING AUTHORITY
BOUNDARY SURVEY
SKI/1411
M.C./1784
05/13/04
05 14/04
INO NUMBER:
04370-000-009
SHEET NUMBER:
1 OF 1
PROJECT:
07/14/04 SKI/1411
DATE DRAWN BY / EMP. NO. CHECKED BY / EMP. NO.
REVISED STREET NAME TO BAYVIEW AVENUE.
PARKVIEW VILLAGE
CROSS
PROJECT NUMBER:
04370-000-001
AREV NO.
REVISION
CSKEELSIX:\Sur\ 04370\ OOO\BOUNDAR't\ 04370-000-009.dwg
Jul 14. 2004 - 16:43:34
BUILDING ELEVATION PLAN SUBMrTT AL FOR:
P ARKVIEW VILLAGE
PART OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST,
CITY OF CLEARWATER, FLORIDA
LEGEND
A DEVELOPMENT BY
CLEARWATER HOUSING AUTHORITY
908 CLEVELAND STREET
Clearwater, Rorida 33755
(727) 461-5777
ABBREVIA TIONS
BOC
EOP
DE
LME
UE
CUE
EL or ELEV
INV
LF
NGVD
PVI
NIC
RIW or ROW
SB
STA
UP
FOOT
CATV
FPL or FP&L
UTF
I[
t.
I[
It
CMP
D. I.P.
PVC
HOPE
RCP
ERCP
MH
STR
X.XX' LT/X.xx' RT
--0-
..
....../~
.'
.
.'
ffJ
.
J
~
-c:::J-
.
~ 4
..
.
r
~
~
<m:>
~
0\-
0\-"
~
-.- """'-~
--~ ........-
O~
BACK OF CURB or BACK OF GUTTER
EDGE OF PAVEMENT
DRAINAGE EASEMENT
LAKE MAINTENANCE EASEMENT
UTILITY EASEMENT
COUNTY UTILITY EASEMENT
ELEVATION
INVERT
LINEAR FEET
NATIONAL GEODETIC VERTICAL DATUM
POINT OF VERTICAL INTERSECTION
NOT IN CONTRACT
RIGHT OF WAY
SOIL BORING
STATION
UTILITY POLE
FLORIDA DEPARTMENT OF TRANSPORTATION
CABLE TELEVISION
FLORIDA POWER & LIGHT
UNITED TELEPHONE OF FLORIDA
BASE LINE
CENTERLINE
FLOW LINE
PROPERTY LINE
CORRUGATED METAL PIPE
DUCTILE IRON PIPE
POLYVINYL CHLORIDE PIPE
HIGH DENSITY POLYETHYLENE
REINFORCED CONCRETE PIPE
ELLIPTICAL REINFORCED CONCRETE PIPE
MANHOLE
STORM SEWER STRUCTURE
FEET LEFT or FEET RIGHT
,4PPR()XI'M,4re
SITE
LO~ATION-:-f
IJ,)
::J
. BSi~m Uda;SkICl!~!"'~~~,~j
~""..,.'f.-. "-'" .~. ~.~.-.". ..~... _...-..~.,,!.,.. -_..-....""........
~ .....~..-~""...~it" "
I' Jlfl&?
L-~~"."
11'~if~.r
t.~l P.-n.=.~...i....
I L'J>. c....... ~
~r:,::_ .,.....""''''''.~..~'':"''":"a,l-...~\ ._:",',,'
rat . .e;,' '::2'"
I <l
~ ."~ I!! .
. . ~
'.~ fl R"
I. oj If&
I ! I~
J " "'~ .' 'r- CD
I . ( . ". .~ .... r.~'O... _.... 41Q.'
81t.-o \ . I)> . ....J.J ~ .
'.;;;~~i'(;~;~iJ~;z'r"''''''.i~SQ.z:, .
(OS., Of J . I', \\\ ...... .... . .,4 Jl'
"~-~;~". J ., ... ...... \ .~t..~y,Ule , d.
\ '~ ,..~"ll.<t~.X~~y( Pl
\~'.' . \iD.(:..... ..... r--' .' '(e.f\\",..;"'~t-
" r'
, ",'1/1 ". '
SYMBOLS
AIR RELEASE VALVE, COMPLETE
IN-LINE VALVE WI BOX
FIRE HYDRANT, COMPLETE
BLOW-OFF WI BACTERIAL SAMPLE POINT
BACTERIAL SAMPLE POINT
BLOW-OFF
PIPE PLUG
WATER METER
IRRIGATION METER
REDUCER
BACKFLOW PREVENTERIABOVE GROUND METER
SANITARY SEWER MANHOLE
SANITARY SEWER LATERAL & CLEAN-OUT
PUMP STATION
STORM SEWER & STRUCTURE
HEADWALL
U-ENDWALL
CONTROL STRUCTURE
MITERED END/FLARED END SECTION
PROPOSED ELEVATION
PROPOSED PAVEMENT ELEVATION
EXISTING ELEVATION
EXISTING PAVEMENT ELEVATION
DIRECTION OF DRAINAGE FLOW
SWALE & DIRECTION OF FLOW
HANDICAPPED PARKING SPACE
LOCATION MAP
SITE MAP
-.....:.. - II.UtII~
......" - -~d"""'"
r
"
PIsmers .. ~ · Eco1o{jsts · &rveyors · Landscape ArchiIects . Transportation Condants
WilsonMiIIer, Inc.
Naples .. Fort Myers · Sarasota 1/1 8radenton 110 Tanpa . TaIahassee
1101 ChameIside Drive, 8f.ite 400N 4) Tampa, Rorids 33602 · Phone: 813-223-9500 . Fax: 813-223-G009 . E-maI TanpaeWlsonMiler.com GO Web Site: www.ltfsonmIer.com
NOTE: OPEN SYMBOLS AND DASHED LINES DENOTE
EXISTING IMPROVEMENTS
studioarchitects
655 N. Frankln Street Site 150 Tampa, Rorida 33602 Phone: 813-228-7301 Fax: 813-229-1981
E-mBI bharnmont:Ivbanstudo.com Web Site: www.crbanstucIo.com
SHEET
NO.
A-1 . 1
A-1.2
A-1.3
A-1.4
A-1.5
A-1.6
A-1.7
A-1.8
A-1.9
INDEX TO SHEETS
DESCRIPTION
TOWNHOME/RETAlL ELEVATIONS
COMMUNITY CENTER ELEVATIONS
RENTAL TOWN HOME ELEVATIONS
APARTMENT FLAT ELEVATIONS
TOWNHOME/FLAT COMBO. ELEVATIONS
RENTAL CLUBHOUSE ELEVATIONS
DAYCARE FACIUTY ELEVATIONS
FOR SAlE TOWNHOME ELEVATIONS
DETACHED HOME ELEVATIONS & SITE PLAN
&
&
fA
&
&
&
&
&
& /15/04 REVISED PER CITY OF CLEARWA lER COMMENTS
NO. DATE DESCRIPTION
PROJECT MANAGER
Michael English, AICP
PROJECT ENGINEER
Hamid Sahebkar, P.E.
CHECKED BY
IY
PROJECT ARCHITECT
Brian Hammond, AlA
PROJECT NUMBER
04370-000-000
DATE
05/17/2004
INDEX NUMBER
04370-001-000
Aug 03, 2004
~
~
~
~
5
5
TYP.' BALGONIES
BALCONY
EXTENDS
B'--o"
BALCONY
EXTEND5
4'-0"
BALCONY
EXTEND5
41--0"
Q) WEST ELEVATION
1/16" :;~ 1'-0"
Q) NORTH ELEVATION
1/16" = 1'_0"
.- ,'. -.~ .- .," .'
,..' .' ," .
. ."" .' .-,"
,-
~" .,- --' '-
..,- ...."
. ~. .,,"---
. ... . .-'
'/ .CMNTI1:IOus-LAPsJDJNi;;- /;
~
~
~
~
5l1JU:;O
5
TYP. . ~INOOViS
Q) SOUTH ELEVATION
G;) EAST ELEVATION
1/16" :: 1'-0"
PAINT COLOR lEGEND
CD NATURAL CHOICE
Q) SVELTE SAGE
@ BALANCED BEIGE
CD BELVEDERE CREAM
o BACKDROP
1/16" = 1'-0"
I 0 ~ e::"' Q. r-;-:
1-1 111 i
U JUL l ti · /1
PLANN!NCi D[':n9p!..-I[~;-r svcsl
crrv Of Cl.L~"I'.IV;' _ ! ..,
PARKVIEW
VILLAGE
CLEARWATER,
FLORIDA
CLEARWATER
HOUSING
AUTHORITY
TOWNHOME/
RETAIL
ELEV A.fIONS
SCALE AS NOTED
REVISIONS
PROJECT # :
3047
DATE:
17 MAY 2004
DRAWN BY:
DMC
FILE:
SHEET # :
A-1 . 1
~
2
Q NORTH ELEVATION
Q WEST ELEVATION
1/16" = 1'-0"
1/16" = 1'-0"
~
2
Q EAST ELEVATION
G;) SOUTH ELEVATION
1/16" = 1'-0"
PAINT COLOR lEGEND
C[) NATURAL CHOICE
CD SVELTE SAGE
([) BALANCED BEIGE
(3) BELVEDERE CREAM
CD BACKDROP
1/16" = 1'-0"
PARKVIEW
VILLAGE
CLEARWATER,
FLORI DA
CLEARWATER
HOUSING
AUTHORITY
COMMUNITY
CENTER
ELEVATIONS
SCALE AS NOTED
REVISIONS
PROJECT # :
DATE:
3047
17 MAY 2004
DMC
DRAWN BY:
FILE:
SHEET # :
A-1.2
~
~
~
~
5
TYP. .. SHU'T1'ERS
, ,.".....-.......
5
TYP. .. ROOF BRACKETS
5
TY'P. .. 5H\J'I"TERS
o DREW STREET ELEVATION
1/8" = 1'-0"
TYPICAL SIDE ELEVATION
1/8" = 1'-0"
~
~
5
TYP. .. BALCONIES
PAINT COLOR lEGEND
CD NATURAL CHOICE
CD SVEL TE SAGE
CD BALANCED BEIGE
CD BELVEDERE CREAM
CD BACKDROP
Q FRONT ELEVATION
1/8" = 1'-0"
<::= JI ~
:>
m
i~ ~.15
~ ....
"'5<1
-<
Ir:::l &n.
.....l<:
~ 0:.0 ~d
:'-I
@ _..J 0
,_. :;:) 0/10
rj~ -., Q~
~o
f~(~ -~ ~
PARKVIEW
VILLAGE
CLEARWATER,
FLORIDA
CLEARWATER
HOUSING
AUTHORITY
RENTAL
TOWNHOME
ELEVATIONS
SCALE M3 NOTED
REVISIONS
PROJECT # :
DATE:
3047
17 MAY 2004
DRAWN BY:
DMC
FILE:
SHEET # :
A-1.3
~
~
PARKVIEW
VILLAGE
CLEARWATER,
FLORIDA
1/8'1 = 1'-0"
TYPICAL SIDE ELEVATION
GJ TYPICAL FRONT ELEVATION
1/8'1 = 1'-011
~
~
CLEARWATER
HOUSING
AUTHORITY
APARTMENT
FLAT
ELEVATIONS
PAINT COLOR LEGEND
CD NATURAL CHOICE
CD SVELTE SAGE
Q) BALANCED BEIGE
~ BELVEDERE CREAM
o BACKDROP
SCALE AS NOTED
5
lYP,' BAl..GONIES
REVISIONS
TYPICAL REAR ELEVATION
1/811 = 11-0"
PROJECT # : 3047
DATE: 17 MAY 2004
DRAWN BY: DMC
(~ ~ ~
:> FIL.E:
en
~ 1-- II
~,r~
.,..
(~ :? .~
.- .:' ~~
-Ie:(
~ (0 ~~ SHEET # :
N wd
@ -I ~h
::>
~ --, ~
zO A-1 .4
~ ~
~
~
TYPICAL FRONT ELEVATION
1/8/1 = 1'-0/1
TYPICAL COURTYARD ELEVATION
G;) TYPICAL SIDE ELEVATION
1/8/1 = 1'-0/1
1/8/1 = 1'-0/1
~
~
PAINT COLOR lEGEND
CD NATURAL CHOICE
CD SVELTE SAGE
CD BALANCED BEIGE
CD BELVEDERE CREAM
CD BACKDROP
i
~
TYPICAL REAR ELEVATION
1/8/1 = 1'-0"
c ~
en
~-cc
z..:
c'!; W~
~('..t
co:) ri<;:
.. -""~ on.
-,e:(
CO ~d
c....
....J ::~
::>
..., ~~
-0
Z
Z
~
PARKVIEW
VILLAGE
CLEARWATER,
FLORIDA
CLEARWATER
HOUSING
AUTHORITY
TOWNHOME/
FLAT
ELEVATIONS
SCALE AS NOTED
REVISIONS
PROJECT # :
3047
17 MAY 2004
DATE:
DRAWN BY:
DMC
FILE:
SHEET # :
A-1.5
I
~
~
5
"TYP,8 HORIZ. BAND
5
TYP." ~INDOrE
I
TYP. .. GOLUMNS
Q WEST ELEVATION
Q SOUTH ELEVATION
1/8" = 1'-0"
1/8" = 1'-0"
.."..-"' ..;....
~
&1
5
TYP. . HORIZ. BAND
5
lYP.' rilNDOViS
5
TYP. . ~INDOrE
Q EAST ELEVATION
5
"TYP. . HORIZ. BAND
o NORTH ELEVATION
1/8" = 1'-0"
1/8" = 1'-0"
PAINT COLOR lEGEND
CD NATURAL CHOICE
CD SVEL TE SAGE
CD BALANCED BEIGE
CD BELVEDERE CREAM
CD BACKDROP
c- ~I ~
::-
en
~ "_iT'
z"-
~.
8J ~..,.. w~
~~,.: :?o:t'
o.€.
[=:J go<{
~ <.0 ~~
'" LuO
@:9 ....J ~~
::J
~ ..., ~~
I zO
r~~~: z
~I
PARKVIEW
VILLAGE
CLEARWATER,
FLORIDA
CLEARWATER
HOUSING
AUTHORITY
RENTAL
CLUBHOUSE
ELEVATIONS
SCALE AS NOTED
REVISIONS
PROJECT # :
DATE:
DRAWN BY:
3047
17 MAY 2004
DMC
FILE:
SHEET # :
A-1.6
.,"-'
5
TYP. . 5HlJTTER5
5
TYP. . SHUTTtRS
G:) WEST ELEVATION
Q SOUTH ELEVATION
1/8" = 11-0"
1/8" = f-Q"
5
TYP. I SHJTTERS
5
TYP. . SHJTiERS
Q EAST ELEVATION
@ NORTH ELEVATION
1/8" = 11-0"
1/8" = 1'-0"
PAINT COLOR lEGEND
Cl) NATURAL CHOICE
CD SVELTE SAGE
CD BALANCED BEIGE
CD BELVEDERE CREAM
o BACKDROP
~
c:>
':>
('-
t 1-
",;' ,
~~\\
..,/'4:
~ $'':j
~ w0
....I ~(l)
~ ~
,%0
~
~
---~~-=--,-
PARKVIEW
VILLAGE
CLEARWATER,
FLORIDA
CLEARWATER
HOUSING
AUTHORITY
DAY CARE
FACILITY
ELEVATIONS
SCALE AS NOTED
REVISIONS
PROJECT # :
DATE:
3047
17 MAY 2004
DAY CARE
DRAWN BY:
FILE:
SHEET # :
A-1 . 7
__J
TYPICAL FRONT ELEVATION
1/8" = 11-0"
~
I~
I
TYPICAL REARELEV A TION
1/8" = 11-0"
i
~
1/8" = 11-0"
TYPICAL LEFT SIDE ELEVATION
TYPICAL RIGHT SIDE ELEVATION
1/8" = 11-0"
PAINT COLOR lEGEND
CD NATURAL CHOICE
CD SVEL TE SAGE
CD BALANCED BEIGE
8) BELVEDERE CREAM
CD BACKDROP
PARKVIEW
VILLAGE
CLEARWATER,
FLORIDA
CLEARWATER
HOUSING
AUTHORITY
FOR SALE
TOWNHOME
ELEVATIONS
SCALE AS NOTED
REVISIONS
PROJECT # :
DATE:
3047
17 MAY 2004
DRAWN BY:
DMC
FILE:
SHEET # :
A-1.8
SECTION
17
TOWNSHIP 29 SOUTH
PINELLAS COUNTY,
RANGE
FLORIDA
16
EAST
-
~"
90.00'" "
I~
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N89"32'34"W "'I
SCALE: 1"=50'
~, sb.
VI
7
MANDEVILLA LANE
N89"32'34"W
=- ~'
50'
R.O.W.
TRACT N
5' LANDSCAPE -
EASEMENT (TYP.)
I
100'
MANDEVILLA LANE
50'
R.O.W.
r~' LANDSCAPE
I FASEt.tENT (TYP.)
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N89"32'34"W 310.00'
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"LB 1834"
(
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11..42 N44"32'34"W
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L19 S45.27'26"E
L20 N44.32'34"E
L21 S4S"27'26"W
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L24 N44.32'34" E
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14.14'
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14.14'
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28.22'
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JUL 1 5 20U4
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! '
LEGAL DESCRIPTION:
THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16
EAST, LESS AND EXCEPT THE NORTH 50 FEET OF THE NE 1/4 OF THE NE 1/4 OF THE SECTION 17,
TOWNSHIP 29 SOUTH, RANGE 16 EAST FOR RIGHT OF WAY FOR DREW STREET AND THE EAST 33 FEET OF
THE NE 1/4 OF THE NE 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST FOR BAYVlEW
BOULEVARD, LESS EASEMENTS RECORDED IN O.R. BOOK 10951. PAGE 2554 AND O.R. BOOK 10951, PAGE
2557 AND LESS ROAD RIGHT OF WAYS THEREOF. ALL LYING AND BEING IN PINEUAS COUNlY FLORIDA.
..
'I:l,
INITIALS/EMP, NO.
WI,.MIII.
PIImerI . BPwn ~ Eodog/tIIB .. &rveycn. LIIrIdIctpe ArchItectJ .. Trnporlalion Cond8ntI
WIsonMIer, Inc.
,.",.. oFort AlynoSlnlola..Ihdllnton.. TIIIJl8 .. T......
11)1 ChtmeIIIde DH. &lYe 400N .. T.... Rorlda a7602. Phone< 8I3-2ZHtfOO.. Fa: 8I3-2ZI-OOC>> .. w.o-arte: ......"mIllf:c:om
DATE
....... .II.U2IU>CllllGIIlI
....." _ -c.e-.tI~..
ACTIVITY
PARTY CHIEF:
DRAWN BY:
CHECKED BY:
07/14/04 FIELD BOOK/PAGES
DATE DRAWN BY / ElAP. NO. CHECKED BY / ElAP. NO, WM APPROVED BY:
DATE:
S-14-04
HORIZONTAL SCALE:
1" = 50'
ERTlCAL SCALE:
N A
SEC: lWP:
17 29S
CLIENT:
TITLE:
PELIMINARY PLAT
(SHEET 2 OF 2)
CLEARWATER HOUSING AUTHORITY
ELR/1518
PROJECT:
REVISED PER CITY OF CLEARWATER COMMENTS
PARKVIEW VILLAGE
ROSS REFERENCE FILE NO.: NUMBER:
04370-000-001
.6.REV NO,
REVISION
OF 20
4
.. . . .
'TYPICAL RIG:HTSIDEEtEVAT10N: .:. ....
1/8" = 1'-0"
1/8" = 1'-0"
PAINT COLOR lEGEND
CI) NATURAL CHOICE
CD SVEL TE SAGE
ill BALANCED BEIGE
CD BELVEDERE CREAM
o BACKDROP
Q TYPICAL REAR ELEVATION
1/8" = 1'-0"
TYPICAL LEFT SIDE ELEVATION
1/8" = 1'-0"
PARKVIEW
VILLAGE
CLEARWATER,
FLORIDA
CLEARWATER
HOUSING
AUTHC)RITY
DETACHED
HOME
ELEVATIONS
& SITE PLAN
SCALE AS NOTED
REVISIONS
PROJECT # :
3047
DATE:
17 MAY 2004
DRAWN BY:
DMC
FILE:
SHEET # :
o RAWN BY
A-1.9
BUILDING ELEVATION PLAN SUBMITTAL FOR:
P ARKVIEW VILLAGE
PART OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST,
CITY OF CLEARWATER, FLORIDA
LEGEND
A DEVELOPMENT BY
CLEARWATER HOUSING AUTHORITY
908 CLEVELAND STREET
Clearwater, Florida 33755
(727) 461-5777
ABBREVIA TIONS
BOC
EOP
DE
LME
UE
CUE
EL or ELEV
INV
LF
NGVD
PVI
NIC
RIW or ROW
SB
STA
UP
FDOT
CATV
FPL or FP&L
UTF
~
~
[[
IE
CMP
D.I.P.
PVC
HDPE
RCP
ERCP
MH
STR
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BACK OF CURB or BACK OF GUTTER
EDGE OF PAVEMENT
DRAINAGE EASEMENT
LAKE MAINTENANCE EASEMENT
UTILITY EASEMENT
COUNTY UTILITY EASEMENT
ELEVA TION
INVERT
LINEAR FEET
NATIONAL GEODETIC VERTICAL DATUM
POINT OF VERTICAL INTERSECTION
NOT IN CONTRACT
RIGHT OF WAY
SOIL BORING
STATION
UTILITY POLE
FLORIDA DEPARTMENT OF TRANSPORTATION
CABLE TELEVISION
FLORIDA POWER & LIGHT
UNITED TELEPHONE OF FLORIDA
BASE LINE
CENTERLINE
FLOW LINE
PROPERTY LINE
CORRUGA TED METAL PIPE
DUCTILE IRON PIPE
POLYVINYL CHLORIDE PIPE
HIGH DENSITY POLYETHYLENE
REINFORCED CONCRETE PIPE
ELLIPTICAL REINFORCED CONCRETE PIPE
MANHOLE
STORM SEWER STRUCTURE
FEET LEFT or FEET RIGHT
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IN-LINE VALVE Wi BOX
FIRE HYDRANT, COMPLETE
BLOW-OFF wi BACTERIAL SAMPLE POINT
BACTERIAL SAMPLE POINT
BLOW-OFF
PIPE PLUG
WATER METER
IRRIGATION METER
REDU CER
BACK FLOW PREVENTlERIABOVE GROUND METIER
SANITARY SEWER MANHOLE
SANITARY SEWER LATERAL & CLEAN-OUT
PUMP STATION
STORM SEWER & STRUCTURE
HEADWALL
U-ENDWALL
CONTROL STRUCTURE
MITERED END IFLARED END SECTION
PROPOSED ELEVATION
PROPOSED PAVEMENT ELEVATION
EXISTING ELEVATION
EXISTING PAVEMENT ELEVATION
DIRECTION OF DRAINAGE FLOW
SWALE & DIRECTION OF FLOW
HANDICAPPED PARKING SPACE
cot.le cay
.ou~try Club
LOCATION MAP
SITE MAP
studioarchitects
655 N. Frankil street Stite 150 T8Irp1, Florida 33602 Phone: 813-228-7301 Fax: 813-~198I
E-maI bharntnondvbanB.com Web Site: www.lI..banstucfo.com
...-.r. JIll . 1'1. UtI LO<llIlIllIlI
IIIIIcriar. hl. - ~ d oUIcriIIIrIlIM
NOTE: OPEN SYMBOLS AND DASHED LINES DENOTE
EXISTING IMPROVEMENTS
SHEET
NO.
A-1 . 1
A-1.2
A-1.4
A-1.5
A-1.6
A-1.7
A-1.B
A-1.9
INDEX TO SHEETS
DESCRIPTION
TOWNHOME/RETAIL ELEVATIONS
COMMUNITY CENTER ELEVATIONS
APARTMENT FLAT ELEVATIONS
3 STORY APARTMENT ELEVATIONS
RENTAL CLUBHOUSE ELEVATIONS
DAYCARE FACILITY ELEVATIONS
FOR SALE TOWNHOME ELEVATIONS
DETACHED HOME ELEVATIONS &: SITE PLAN
&
&
&
&
&
&
&
& 5/6/05 REVISED PER BUILDING CHANGES
.&. /15/04 REVISED PER CITY OF CLEARWAlER COMMENTS
NO. DAlE DESCRIPTION
BY
PROJECT MANAGER
Michael English, AICP
PROJECT ENGINEER PROJECT ARCHITECT
Hamid Sahebl<ar, P.E. Brian Hammond, AlA
CHECKED BY
DA TE May 17, 2004
IljT1f! rjg " ft ~
i;~
I !! 1 MAY 1 0 ~005
i.J I....)
I PLANN1NC ~ DE'vELbpMn~ fsvcs
,: , .; (~~1:f 9~~L~j.\.P\ll)~~R
RESERVED FOR STATUS AND DATE STAMPS
PROJECT NUMBER
04370-000-003
DATE
05/17/2004
INDEX NUMBER
04370-001-000
TYPICAL FRONT ELEVATION
1/8" = 1'-0"
TYPICAL SIDE ELEVATION
1/8" = 1'-0"
~r~':'~"~'!" i~S~ fr:.1
i:.. .~.; ..." I;; li'j ~ n r~7 I fi ~
j ,'If"'~' "'"-~u \!J L:::I
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~__-.!;:._:..~.~\1,~,~.I~.~~.::,I~ C .~ ~\.'. .:... :~___~.J
TYPICAL REAR ELEVATION
1/8" = 1'-0"
ARCHITECTURE
SPACE PLANNING
INTERIORS
655 NORTH FRANKLIN STREET
SUITE 150
TAMPA, FLORIDA 33602
TELEPHONE (813) 228-7301
FAX (813) 229-1981
PARKVIEW
VILLAGE
CLEARWATER,
FLORIDA
.
CLEARWATER
HOUSING
AUTHORITY
3 STORY
APARTMENT
ELEVATIONS
SCALE AS NOTED
REVISIONS
1 05-05-2005
.
PROJECT # : 3047
DATE: 17 MAY 2004
DRAWN BY:
DMC
FILE:
SHEET # :
A-1.5
,'.
~ WEST ELEVATION
Q SOUTH ELEVATION
1/8" = 1'-0"
1/8" = 1'-0"
Q EAST ELEVATION
Q NORTH ELEVATION
1/8" = 1'-0"
1/8" = 1'-0"
.
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J _____.''}.:" ~l(, ~'.F.: :'1\.:::, ~C.::_-":':!
ARCHITECTURE
SPACE PLANNING
INTERIORS
655 NORTH FRANKLIN STREET
SUITE 150
TAMPA, FLORIDA ~602
TELEPHONE (813) 228-7301
FAX (813) 229-1981
PARKVIEW
VILLAGE
CLEARWATER,
FLORIDA
.
CLEARWATER
HOUSING
AUTHORITY
RENTAL
CLUBHOUSE
ELEVATIONS
SCALE PS NOTED
.
REVISIONS
1 05-05-2005
PROJECT # : 3047
DATE:
17 MAY 2004
DRAWN BY : DMC
FILE:
SHEET # :
A-1.6
LEGAL DESCRIPTION OF COMMERCIAL PARCEL:
THAT PART OF:
THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH,
RANGE 16 EAST LESS AND EXCEPT THE NORTH 50 FEET OF THE NE' 1/4 OF THE NE 1/4
OF SECTION 17: TOWNSHIP 29 SOUTH, RANGE 16 EAST FOR RIGHT OF WAY FOR DREW
STREET AND THE EAST 33 FEET OF THE NE 1/4 OF THE NE 1/4 OF SECTION 17,
TOWNSHIP 29 SOUTH, RANGE 16 EAST FOR BAYVIEW BOULEVARD, LESS EASEMENTS
RECORDED IN OR BOOK 10951, PAGE 2554 AND OR BOOK 10951, PAGE 2557 AND LESS
ROAD RIGHT OF WAYS THEREOF. ALL LYING AND BEING IN PINELlAS COUNlY, FLORIDA,
LYING WITHIN THE FOLLOWING METES AND BOUNDS DESCRIPTION:
COMMENCE AT THE NORTHEAST CORNER OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4
OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST; THENCE RUN SOUTH 00"37'53"
WEST ALONG THE EASTERLY BOUNDARY LINE OF THE NORTHEAST 1/4 OF THE NORTHEAST
1/4 OF SAID SECTION 17, 50.00 FEET; THENCE NORTH 89"41'09" WEST, A DISTANCE OF
33.00 FEET TO A POINT ON A LINE BEING 33.00 FEET WEST OF AND PARALlEL WITH THE
EAST LINE OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 17; THENCE
CONTINUING NORTH 89"41'09" WEST, A DISTANCE OF 567.40 FEET TO THE POINT OF
BEGINNING; THENCE SOUTH 00"08'31" WEST, A DISTANCE OF 329.09 FEET; THENCE NORTH
89"58'03" WEST A DISTANCE OF 356.44 FEET; THENCE NORTH 00"08'13" EAST, A DISTANCE
OF 330.84 FEe:T TO A POINT OF INTERSECTION WITH A LINE BEING 50.00 FEET SOUTH OF
AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF
SAID SECTION 17; THENCE SOUTH 89.41'09" EAST, ALONG SAID PARALLEL LINE, A DISTANCE
OF 356.47 FEET, TO THE POINT OF BEGINNING.
CONTAINING 2.700 ACRES, MORE OR LESS
CML/ SITE PLAN SUBMITTAL FOR:
P ARKVIEW VILLAGE
PART OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST,
CITY OF CLEARWATER, FLORIDA
SUBJECT TO THOSE CERTAIN 60.00 FOOT WIDE RIGHTS-Of-WAY DEDICATED PER
RESOLUTION NO. 74-76 AS RECORDED IN OFFICIAL RECORD BOOK 4193, PAGE 28 OF THE
PUBLIC RECORDS OF PINELlAS COUNlY, FLORIDA.
LEGEND
A DEVELOPMENT BY
CLEARWATER HOUSING AUTHORITY
908 CLEVELAND STREET
Clearwater, Florida 33755
(727) 461-5777
ABBREVIA TIONS
BOC
EOP
DE
LME
UE
CUE
EL or ELEV
INV
LF
NGVD
PVI
NIC
R/W or ROW
SB
STA
UP
FOOT
CATV
FPL or FP&L
UTF
~
t
I[
It
CMP
D.I.P.
PVC
HOPE
RCP
ERCP
MH
STR
X.XX' L T Ix. XX' RT
BACK OF CURB or BACK OF GUTTER
EDGE OF PAVEMENT
DRAINAGE EASEMENT
LAKE MAINTENANCE EASEMENT
UTILITY EASEMENT
COUNTY UTILITY EASEMENT
ELEVA TION
INVERT
LINEAR FEET
NATIONAL GEODETIC VERTICAL DATUM
POINT OF VERTICAL INTERSECTION
NOT IN CONTRACT
RIGHT OF WAY
SOIL BORING
STATION
UTILITY POLE
FLORIDA DEPARTMENT OF TRANSPORTATION
CABLE TELEVISION
FLORIDA POWER & LIGHT
UNITED TELEPHONE OF FLORIDA
BASE LINE
CENTERLINE
FLOW LINE
PROPERTY LINE
CORRUGATED METAL PIPE
DUCTILE IRON PIPE
POLYVINYL CHLORIDE PIPE
HIGH DENSITY POLYETHYLENE
REINFORCED CONCRETE PIPE
ELLIPTICAL REINFORCED CONCRETE PIPE
MANHOLE
STORM SEWER STRUCTURE
FEET LEFT or FEET RIGHT
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PIPE PLUG
WATER METER
IRRIGATION METER
REDUCER
BACKFLOW PREVENTER/ABOVE GROUND METER
SANITARY SEWER MANHOLE
SANITARY SEWER LATERAL & CLEAN-OUT
PUMP STATION
STORM SEWER & STRUCTURE
HEADWALL
U-ENDWALL
CONTROL STRUCTURE
MITERED END/FLARED END SECTION
PROPOSED ELEVATION
PROPOSED PAVEMENT ELEVATION
EXISTING ELEVATION
EXISTING PAVEMENT ELEVATION
DIRECTION OF DRAINAGE FLOW
SWALE & DIRECTION OF FLOW
HANDICAPPED PARKING SPACE
.~
.
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SITE MAP
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.
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studioarchitects
655 N. Frank.. streetSlite 150 Tampa, Florida 33602 Phone: 813-228-7301 Fax: 813-229-1981
f-maI bharntnondvbanI.com Web Site: www.tI.ban8tucfo.com
\
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LEGAL DESCRIPTION OF PROJECT PROPERlY:
THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16
EAST, LESS AND EXCEPT THE NORTH 50 FEET OF THE NE 1/4 OF THE NE 1/4 OF THE SECTION 17,
TOWNSHIP 29 SOUTH. RANGE 16 EAST FOR RIGHT OF WAY FOR DREW STREET AND THE EAST 33 FEET OF
THE NE 1/4 OF THE NE 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST FOR BAYVlEW
BOULEVARD, LESS EASEMENTS RECORDED IN O.R. BOOK 10951, PAGE 2554 AND O.R. BOOK 10951, PAGE
2557 AND LESS ROAD RIGHT OF WAYS THEREOF. ALL LYING AND BEING IN PINELLAS COUNTY FLORIDA.
INDEX TO SHEETS
COVER SHEET
EXISTING UTILITIES PLAN
PRELIMINARY PLAT (1 of 2)
PRELIMINARY PLAT (2 of 2)
SITE PLAN (1 of 2)
SITE PLAN (2 of 2)
GRADING AND DRAINAGE PLAN (1 of 2)
GRADING AND DRAINAGE PLAN (2 of 2)
DRAINAGE STRUCTURE TABLE
PAVING AND DRAINAGE DETAILS
SIGNAGE PROGRAM PLAN
LIGHTING PLAN (1 of 2)
LIGHTING PLAN (2 of 2)
BY
PROJECT MANAGER
Michael M. English AlC.P.
PROJECT ENGINEER
Hamid Sahebl<ar P.E.
PROJECT SURVEYOR
Marvin H. Cox P.L.S.
SHEET DESCRIPTION
NO.
1
2
3
4
5
6
6A SITE DETAILS
7 UTILITY PLAN (1 of 2)
8 UTILITY PLAN (2 of 2)
9
10
11
12
13
14
15
16 EXISTING CONDITIONS MAP (ON-SITE)
17 EXISTING CONDITIONS MAP (ON-SITE)
18 EXISTING CONDITIONS MAP (OFF-SITE ROADWAYS)
19 EXISTING CONDITIONS MAP (OFF-SITE ROADWAYS)
20 EXISTING CONDITIONS MAP (OFF-SITE ROADWAYS)
&
&
.&
~
&
&
.&
~ 5/6/05 REVISED PER SITE PLAN REVISIONS
& 07/14/04 REVISED PER CllY OF CLEARWATER COMMENTS
NO. DA 1E DESCRIPTION
CHECKED BY
DATE
i"~'I~j--[E G~,'D~-U-~7~ ~~"li.''7-:-)1
'.' I t !j~"---'- ,l_., ! I'
1('< . j i
.; n! . l I
iLltl MAY 10 2035 JI U J
~ ! ,--,.
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..".........." ,..~,_. 'F__.,_.....;:...:...._~,
RESERVED FOR STATUS AND DATE STAMPS
PROJECT NUMBER
04370-000-003
DATE
05/17/2004
INDEX NUMBER
04370-000-001
1
1
1
I
----{------------------------------25.S~KDNE~~--------------------~--- ------------------------------------1-----1---- ( ~
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400.07'
50'
R.O.W.
REVISED PER UTILITY ADJUSTMENTS
05/06/05 JRO/1505
DATE DRAWN BY / EIAP. NO. CHECKED BY / E1AP. NO.
ACTIVITY
DESIGNED BY:
DRAWN BY:
CHECKED BY:
CONTRACT ADMIN. BY:
WM APPROVED BY:
,6.REV NO.
REVISION
IIIi
17
RANGE
FLO RIDA
16
EAST
TOWNSHIP 29 SOUTH
PINELLAS COUNTY,
SCALE: 1"=50'
~ I I
0' 10' 25'50' 100'
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SEE SHEET 5
LEGAL DESCRIPTION:
THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17. TOWNSHIP 29 SOUTH, RANGE 16
EAST, LESS AND EXCEPT THE NORTH 50 FEET OF THE NE 1/4 OF THE NE 1/4 OF THE SECTION 17,
TOWNSHIP 29 SOUTH, RANGE 18 EAST FOR RIGHT OF WAY FOR DREW STREET AND THE EAST JJ FEET OF
THE NE 1 14 OF THE NE 1 14 OF SECTION 17, TOWNSHIP 29 SOUTH, RAN~.J.a. EAST ..Fittfi-,,-
BOULEVARD. LESS EASEMENTS RECORDED IN O.R. BOOK 10951, PAGE 25ft......~I....'...~.. D'i!il\.i'8 ill ~.-.. ~;;-"\I~. .1
2551 ....., LESS ROAD RIGHT OF WAYS lliEREOl'. AU. LYING ANO BElNG!!,I,?~~
Ii \\'Ii MAY 1 0 2GOS ~
. 1.1. 'l ~
. i p( AI,it;;"NG1 IX VHOi)ri(; ~'fSVCS
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INITIALSjEMP. NO.
Wi,.Mil,., -~~=-..
PIImer8 I e~ . EcoIogIIlI '&neycn. LBndtIcIpe ArchIecfJ . 7tInIportaflon CcmJtant8
WiIsonAffer, Inc.
NapIee .Forl AIyen .Saruota. Ehdentcn. T",.,. . TdIhueee
1m ChtmeItIIde Drive, Ue <<XII . T.".,., Rorlda 3B2. Phone:.223-9500 . Fa:.223-0009 . Web-BIe< ....1IItoI"...can
DA :
4 29 05
HORIZONTAL SCALE:
1" -50'
VERTICAL SCALE:
N A
SEC: TWP: RGE:
17 29S 16E
CROSS REFERENCE FILE NO.:
PROJECT NUMBER:
4370-002-000
TITLE:
CLIENT:
CLEARWATER HOUSING AUTHORITY
PROJECT: PARKVIEW VILLAG;E
CONSTRUCTION PLANS
DATE
PRELIMINARY PLAT
(SHEET 1 OF 2)
INDEX NUMBER:
0-04370-005-04
SHEET NUMBER:
3 OF 20
May 07. 2005 - 12:35:15 JOMEARA!X:\ENG\04370\005\REVOO\04370-005004.dwg
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BOULEVARD, LESS EASEMENTS RECORDED IN O.R. BOOK 10951, PAGE 2554 AND O.R. BOOK 10951, PAGE
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TITLE:
CLIENT:
CLEARWATER HOUSING AUTHORITY
PROJECT: PARKVIEW VILLAGE
CONSTRUCTION PLANS
N A
SEC: TWP: RGE: CROSS REFERENCE FILE NO.:
17 29S 16E
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INDEX NUMBER:
0-04370-005-05
4 OF 20
PROJECT NUMBER:
4370-002-000
SHEET NUMBER:
May 06, 2005 - 11 :11 :04 JOMEARAIX:\ENG\04370\005\REVOO\04370-005005.dwg
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8 UNITS
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rEXISTlNG BUS SHELTER I~RE'W' STREET .. r:lYPE 'F' CURB NEW BUS
CURB" I 50' T,., oER Tn BE" RE"UOVED 2 1-0' , AND GUTTER SHELTER
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AREA (SHADED) -:--....: /~' i'l, WAY,,' / ,t: ~ ./ ..~ J/ /--:' WAY / ./ / /<_~( .. ~
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SITE DATA TABLE
ZONING:
LAND USE:
USAGE:
EXISTING
LOR
RU
ATTACHED
DWELLINGS-RENTAL -
284 UNITS
LOT AREA: (39.79 ACRES)
DENSllY:
BUILDING COVERAGE:
(S.F. & % OF GROSS SITE)
GROSS FLOOR AREA (S.F.):
FAR.
BUILDING COMMERCIAL/INSTITUTIONAL
SETBACKS: FRONT:
REAR:
SIDE:
ATTACHED DWELLINGS - RENTAL
FRONT:
REAR:
SIDE:
FEE SIMPLE
TOWNHOMES-ATTACHED DWELLINGS
FRONT:
REAR:
SIDE:
DETACHED DWELLlNGS(SINGLE FAMILY
FRONT:
REAR:
SIDE:
1 ,733,252 SQ. FT.
7.13 UNITS PER ACRE
441,698 S.F.
25.5%
o
2
1
6.REV NO.
REVISED PER SITE PLAN REVISIONS
REVISED PER CITY OF CLEARWATER COMMENTS
REVISION I
BUILDI~ 116
2- ~( RY
8 NliS
FF 33 50
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MDR/C
RU/ROR
ATTACHED DWELLINGS-RENTAL -
TOWN HOME UNITS - SALE -
DETACHED DWELLINGS-SALE -
TOTAL DWELLING UNITS -
REQUIRED
MDR/C
RU/ROR
190 UNITS
25 UNITS
67 UNITS
282 UNITS
RETAIL/OFFICE -
DAY CARE FACIUlY -
RENTAL CLUBHOUSE -
COMMUNllY CENTER -
1,733,252 SQ. FT.
7.41 UNITS PER ACRE (BLENDED)
460,864 S.F.
26.5%
30,000 S.F.
5,000 S.F.
5,450 S.F.
22.000 S.F.
1,733,252 SQ. FT.
< 7.5 UNITS PER ACRE
N/A
35,000 S.F.
.25 FAR.
0' FROM ALL SURROUNDING PROPERlY LINES
.40 MAX FAR.
FRONT URBAN SECTION: 0-5'
FRONT: 10' MIN.
REAR: 10' MIN.
SIDE: 5' MIN.
FRONT: 25'
REAR: 10-20' MIN.
SIDE: 0-10' MIN.
FRONT URBAN SECTION:
FRONT: 10' MIN.
REAR: 10' MIN.
SIDE: 5' MIN.
FRONT: 16'MIN.-25'MAX.
REAR: 16' MIN.
SIDE: 10' MIN.-15' MAX. ON
UNATTACHED SIDE.
FRONT: 16' MIN.-20'MAX.
REAR: MAIN STRUCTURE: 25'
ACCESSORY STRUCTURE: 16'
SIDE: ZERO LOT LINE: 0' ONE SIDE
WITH 10' MIN. SEPARATION
FRONT: 25'
REAR: 10'
SIDE: 5'
FRONT:
REAR:
SIDE:
25' MIN..
5' MIN.
0-5' MIN.
5/6/05
07114/04
DATE DRAWN BY / EMP. NO. CHECKED BY / EMP. NO.
./MATCH
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SITE DATA TABLE (CaN'T)
EXISTING
PROPOSED
REQUIRED
BUILDING HEIGHTS
L1VE/WORK(COMMERCIAL RETAIL):
RENTAL APARTMENTS:
FOR SALE TOWNHOUSES:
APARTMENT CLUBHOUSE:
DAY CARE CENTER:
COMMUNllY CENTER:
50 FT
40 FT
40 FT
32 FT
32 FT
50 FT
50 FT FOR OFFICE
40 FT MAX.
40 FT MAX.
40 FT MAX.
35 FT MAX.
NOT INDICATED
32 FT
0-5'
TOTAL PAVED VEHICULAR USE AREA
INCLUDING RESIDENTIAL DRIVEWAYS:
PAVED VEHICULAR USE AREA
COMMERCIAL/MULTI-FAMILY ONLY:
IMPERVIOUS SURFACE RATIO (ISR):
890,802 SF
51%
841 ,143 SF
49%
267,022 SF
534,754 SF
N/A
244,997 SF
992,661 SF
57.27%
740,591 SF
42.73%
N/A
1,150,201 SF
67.43%
583,051 SF
32.57%
OPEN SPACE: (SF & % OF GROSS SITE)
PARKING LOT INTERIOR LANDSCAPE AREA
(SF. AND % OF V.U.A.)
32,172 SF
6%
10%
PARKING CALCULATION:
COMMERCIAL SPACES (35,000SF 0 5/1000 SF):
RESIDENTIAL SPACES (203 UNITS 0 2/UNIT):
TOTAL
140 140
409 (18 H/C SPACES) 408 (11 H/C SPACES)
549 548
ACTIVITY
PARTY CHIEF:
DRAWN BY:
CHECKED BY:
FIELD BOOK/PAGES
WM APPROVED BY:
INITIALS/EMP. NO.
CLIENT:
CLEARWATER HOUSING AUTHORITY
DATE
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DATE:
5/10/04
HORIZONTAL SCALE:
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VERTICAL SCALE:
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CONDENSOR UNIT LOCATION
TOWN HOME UNITS ABOVE RETAIL
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PARKVIEW VILLAGE
SITE PLAN (SHEET 1 OF 2)
CROSS REFERENCE FilE NO.:
I PROJECT NUMBER:
04370-000-003
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SCALE: 1- =50'
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INDEX NUMBER:
04370-000-005
SHEET NUMBER:
5 OF 20
PARK
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REVISED PER CITY OF CLEARWATER COMMENTS
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REVISION
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TITLE:
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PROJECT:
PARKVIEW VILLAGE
SEC:
17
N A
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Slgnage Program
In an effort to present a consistent image throughout Parkview Village, as well as to direct
and infonn pedestrian and vehicular traffic, Clearwater Housing Authority (CHA), in
conjunction with Urban Studio Architects, Inc. (USA) will develop a sign age program. The
program will be in effect for all new and replacement signage. The signage system shall be
divided into two groups (Residential and Non-Residential) for the purposes of more
efficiently meeting the requirements of this multi-use project.
The owner, CHA in conjunction with USA, shall provide all components, finishes, typography
and logos within the signage program.
Sign locations shall be detennined or approved by CHA. Any sign located within a public
right-of-way or within a specified setback must first comply with the City of Clearwater sign
ordinances.
Residential System
Primary Entry Identification -
to be used at the major entry points of Parkview Village.
Amenity Entry Identification (post mounted sign)-
to be used at or adjacent to a specific amenity (Le. parks) within Parkview Village.
Secondary Site Identification -
free-~tanding ground mounted column sign.
Non.Resldentlal System
Street Identification -
to be used for the purpose of street identification within Parkview Village.
Tenant Directory -
To be used along major entry roads into and within Parkview Village for the purpose of
identifying and directing pedestrian and vehicular traffic.
Primary Vehicular Directional -
To be used along road within Parkview Village for the purpose of directing vehicular traffic to
various amenities, buildings, ...
Pedestrian Infonnation -
To be used along pathways, near buildings, etc., within Parkview Village for the purpose of
directing and infonning pedestrian traffic.
Traffic Control-
to be used along all roads (public and private) within Parkview Village.
DATE:
5 15 04
HORIZONTAl SCALE:
1- = 50'
VERTICAL SCAlE:
N A
SEC: TWP: RGE:
17 295 16E
TITLE:
SIGNAGE PROGRAM/PLAN
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CLEARWATER HOUSING AUTHORITY
PROJECT:
CROSS REFERENCE FILE NO.:
PROJECT NUMBER:
04370-000-001
Feb 08. 2005 - '2:34:38 Et.4St.4ITHIX:\ENG\0437G\001\REV 01\04370-000-L20.dwg
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LAND USE:
USAGE:
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LOR
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DWELLINGS-RENTAL -
284 UNITS
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DENSITY:
BUILDING COVERAGE:
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GROSS FLOOR AREA (S.F.):
FAR.
BUILDING COMMERCIAL/INSTITUTIONAL
SETBACKS: FRONT:
REAR:
SIDE:
ATTACHED DWELLINGS - RENTAL
FRONT:
REAR:
SIDE:
FEE SIMPLE
TOWNHOMES-ATTACHED DWELLINGS
FRONT:
REAR:
SIDE:
DETACHED DWELLlNGS(SINGLE FAMILY
FRONT:
REAR:
SIDE:
1,733,252 SQ. FT.
7.13 UNITS PER ACRE
441,698 S.F.
25.5%
PROPOSED
MDR/C
RU/ROR
ATTACHED DWELLINGS-RENTAL -
TOWN HOME UNITS-RENTAL -
TOWN HOME UNITS - SALE -
DETACHED DWELLINGS-SALE -
TOTAL DWELLING UNITS -
RETAIL/OFFICE -
DAY CARE FACILITY -
RENTAL CLUBHOUSE -
COMMUNITY CENTER -
1,733,252 SQ. FT.
7.41 UNITS PER ACRE (BLENDED)
460,864 S.F.
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13 UNITS
25 UNITS
67 UNITS
295 UNITS
30,000 S.F.
5,000 S.F.
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22,000 S.F.
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SITE DATA TABLE (CaN'T)
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BUILDING HEIGHTS
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LIVE/WORK ( COMMERCIAL RETAIL):
RENTAL TOWNHOUSES:
RENTAL APT./TOWNHOUSES:
RENTAL APARTMENTS:
FOR SALE TOWNHOUSES:
APARTMENT CLUBHOUSE:
DAY CARE CENTER:
COMMUNITY CENTER:
TOTAL PAVED VEHICULAR USE AREA
INCLUDING RESIDENTIAL DRIVEWAYS:
"
1 ,733,252 SQ. FT.
< 7.5 UNITS PER ACRE
N/A
32 FT
50 FT
32 FT
48 FT
40 FT
40 FT
32 FT
32 FT
50 FT
50 FT FOR OFFICE
40 FT MAX.
40 FT MAX.
40 FT MAX.
40 FT MAX.
40 FT MAX.
35 FT MAX.
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553,650 SF
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FRONT: 10' MIN.
REAR: 10' MIN.
SIDE: 5,' MIN.
-
PAVED VEHICULAR USE AREA
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378,671 SF
N/A
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51%
841,143 SF
49%
1,149,722 SF
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583,530 SF
33.67%
1,150,201 SF
67.43%
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ACCESSORY STRUCTURE: 16'
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COMMERCIAL SPACES (3~,OOO ~_.~_U1 000 SF):
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SITE PLAN (SHEET 1 OF 2)
I PROJECT NU04370-000-003
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DATE
PARKVIEW VILLAGE
DATE:
5/10/04
HORIZONTAL SCALE:
1- - 50'
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07/14/04
PROJECT:
INDEX NUMBER~
REVISION
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CROSS REFERENCE FILE NO.:
04370-000-
SHEET NUMBER:
5 OF 20
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REVISED P.ER CITY OF CLEARWATER COMMENTS
5/6/05
07/14/04 LDDT/01713
DATE DRAWN BY / EMP. NO. CHECKED BY / EMP. NO.
REVISION
INITIAlS/EMP. NO.
DATE
JLB/1741
CLIENT:
DATE:
5 15 04
HORIZONTAL SCALE:
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VERTICAL SCALE:
N A
SEC: lWP: RGE:
17 29S 16E
CLEARWATER HOUSING AUTHORITY
TITLELIGHTING PLAN (SHEET 1 OF 2)
PROJECT:
CROSS REFERENCE FILE NO.:
PROJECT NUMBER:
04370-000-001
INDEX NUMBER:
04370-000-001
SHEET NUMBER:
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INDEX NUMBER:
04370-000-001
SHEET NUMBER:
15 OF 20
N A
SEC: TWP: RGE: CROSS REFERENCE FILE NO.:
17 29S 16E
PROJECT NUMBER:
04370-000-001
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LANDSCAPING PLAN SUBMITTAL FOR:
P ARKVIEW VILLAGE
PART OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST,
CITY OF CLEARWATER, FLORIDA
LEGEND
A DEVELOPMENT BY
CLEARWATER HOUSING AUTHORITY
908 CLEVELAND STREET
Clearwater, Florida 33755
(727) 461-5777
ABBREVIA TIONS
BOC
EOP
DE
LME
UE
CUE
EL or ELEV
INV
LF
NGVD
PVI
NIC
RIW or ROW
SB
STA
UP
FDOT
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EDGE OF PAVEMENT
DRAINAGE EASEMENT
LAKE MAINTENANCE EASEMENT
UTILITY EASEMENT
COUNTY UTILITY EASEMENT
ELEVA TlON
INVERT
LINEAR FEET
NATIONAL GEODETIC VERTICAL DATUM
POINT OF VERTICAL INTERSECTION
NOT IN CONTRACT
RIGHT OF WAY
SOIL BORING
STATION
UTILITY POLE
FLORIDA DEPARTMENT OF TRANSPORTATION
CABLE TELEVISION
FLORIDA POWER & LIGHT
UNITED TELEPHONE OF FLORIDA
BASE LINE
CENTERLINE
FLOW LINE
PROPERTY LINE
CORRUGA TED METAL PIPE
DUCTILE IRON PIPE
POLYVINYL CHLORIDE PIPE
HIGH DENSITY POLYETHYLENE
REINFORCED CONCRETE PIPE
ELLIPTICAL REINFORCED CONCRETE PIPE
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STORM SEWER STRUCTURE
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Planners .. SWNers .. EcoIqjsts @ Scrveyors .. Landscspe ArcNtecl$ .. Trnportation ConscJtants
WilsonMI/er, Inc.
Naples . Fort Myers . Sarasota. Bradenton to TIIrpJ . T8I8h8ssee
1101 Ch8nneIside Drive, Scite 400N . TturpI, Rorid8 33602 . Phone: 813-223-9500 . Fax: 813-223-0009 · E-m8# T~.WIsonMIer.com ' Web Site: www.wisonmIer.com
studioarchitects
655 N. Fr8J1ktl street &ite 150 TBITf'B, Rorid8 33602 Phone: 813-228-7301 Fax: 813-229-1981
E-m8J bhamfnondecrb8n.com Web Site: www.crb8nstucfo.com
NOTE: OPEN SYMBOLS AND DASHED LINES DENOTE
EXISTING IMPROVEMENTS
SHEET
NO.
1
2
3
4
5
6
7
8
INDEX TO SHEETS
DESCRIPTION
COVER SHEET
TREE SURVEY / MmGATlON PLAN (1 OF 2)
TREE SURVEY/MITIGATION PLAN (2 OF 2)
LANDSCAPE PLAN (1 OF 2)
LANDSCAPE PLAN (2 OF 2)
LANDSCAPE PLAN ENlARGEMENTS (1 OF 2)
LANDSCAPE PLAN ENLARGEMENTS (2 OF 2)
LANDSCAPE DETAIL SHEET
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~ 5/6/05 REVISED PER SITE PLAN REVISIONS
&. 7/15/04 REVISED PER CITY OF CLEARWATER' COMMENTS
NO. DATE DESCRIPllON
BY
PROJECT MANAGER
Michael English, AICP
PROJECT ENGINEER PROJECT ARCHITECT
Hamid Sahebkar, P.E. Brian Hammond, AlA
CHECKED BY
DA TE May 17, 2004
RESERVED FOR STATUS AND DATE STAMPS
, ~.; ^.~- ..-"'- -",--"",;-,,,,",,,,,,,,,,~-~....,;.
PROJECT NUMBER
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DATE
05/17/2004
INDEX NUMBER
04370-001-000
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MATCH
L I N E
EXISTING TREE TO
BE PRESERVED
AND PROTECTED
I
EXISTING
UNDISTURBED
GRADE
LEGEND
RETAINING WALL BY
DEVELOPER
- Extent of Tree CanoDv (saved trees- ft.)
"""\ DBH of Tree In inches
14"fOI 'Tree Reference Number
GUARDRAIL, 42"
HIGH, BY
DEVELOPER
I
PATIO SLAB OF
C.I.P. CONC. AND
BRICK PAVERS BY
DEVELOPER
6' -0" MIN
....--:::-__ Extent of Tree Canopy (removed trees- ft.)
/ -.......--
/ ~ DBH of Tree In inches
I 14"10] \ Tree Reference Number
\ ----r
\ I
" /
..........--/
I
~? 0 000000 ( . "~i ~."~'
......"'00000000:( '. '. ....
~o 0 0 0 '("" '. ~
PooOoOoOo( !..:.... ':j
b ~ 0 0000 0 ~ c . " : · .'.' : ~
ooooOoOoOr .' ~.- '.il:: oq
o 0 0 0 OL...~:.. oQ
000000000 OVOVo ou~
,...0,...0,...0,,0,,0,,0,,0,...0,...0;:1
!r"~:\"-r;' (> (;'-c: fP;- r'.":' ". ,
II f d ~ L I.'" "" 11 ". ... ;, I
." ..__:i ,\, 1 . \ t \. 1/ f 1;'" f. ;!
l! 'r""'"''''''''';~''' '-" t, \...,' ,l... I'.: ' ".'
/' 6~i' _......,~~-.;,..~~;;;;<..., [ rt
U ul MAY I 0 2ros IUL.!I
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I L.{t~',lIi,'.' ; "-. ( t... 'If", n(H ;':. ,.'::, '.. f
!~-__\1.~~~ :,.:. ,';L,,t" .~-:.~ ~~'f:~.~,\rv',.,,_:;_~" ::"'<':~"'~''''i~
- '::1 r'~' 0 0 0 0 ~ 0 0 0 0
'... '.. 00000000000000~(
.,.~ '.: 000000000000000<
~ ::':": 000000000000 0 '(
....'.. '. 0 0 0 0 0 0000(
~. .j ~.-.- ...,t 000000000000000<
~, '.,~:.. 000000000000000(
oOovouou,...o,...o"o"o"o,...o,...o"o
',...o,...o,...o,...o_v
0000--;;0-;;-0-0-
00000000
00000000
000
00000000
00000000
~o~o~o~o
I
I
I
r
3"-0" MIN.
(f)
W
~
~
STRUCTURAL SOIL
~~ ~~ ~ ~: ~ ~ ~~~~~ ~~~ ~~ ~~~~ ~~~~~~ ~ ~ ~~ ~~~~~~ ~~~ ~ ~~~~
"""", """"""" """"" """"" ""
"""", "", """ "" """"""""", ""
""""", """", "" """, """""", ",
"""", """"", ,.."""", """"""""
"""", ", """"""""", """""""""
"""""""""""""""""""""""" ,
~:: ~::::: ~~~:~: ~:::: ~::: ::~: ~::::::::: :~~:::~:~::
"""""""""""""""""""""""" ,
"""", """"""""""""""""""""
fi"""""""""'" """"""""""""""""
"""", ", """, """""" "" """", """"" ~~~~"" """"""""""",
"""""""""" "", """, ", """, "", """" ",~'" "" """""""': ~
, ~~ ~~~ ~ ~ ~ ~ ~~ ~::~~~ ~ ~: :~~~::~::~: ::~ ::::::::: :::::~ ~::: ~ ::: ::::: , ::::::::::::::::::::1
~ ~:::::: ~::::: ~ ::::::: ::::::~ ~ ~ ~ ~:::: ~::~:~ ~: ~~: ~: ~~: ~::::" ~:::, ,:: ~:::,:::::: ~:: :1f'f ~
E::"""""""""""",:~::::::::~:::::: ~::::: ~ ~ ~ ~::: ~:::~:: ~ _""""""""""
, ~~ ~ ~~: ~ ~ ~: ~:: ~: ~ ~ ~: ~::: ~: ~:::::::: ~:: ~: ~ ~::::::: ~:::: ~: ~::::: ~" ::::: ~ ~:::::::::::
I.,..,.,.,... ::~::~~::::~~~:::'
""", """""""""""""""""""" I", .." 1 -''''''''''''':':~~f{'
, ., "" """""""""",
r """ """
Protective Barrier for remaining trees
-'V-~"....~,,.,...,.~J
I
.
POROUS BACKFILL;
NON-ALKALINE, 6" DEE~
4. DIA. PERF. ADS DRAIN PIPE W/
FILTER FABRIC SOCK WITH VERTICAL,
NON-PERFORATED RISER WITH
PERFORATED CAP/GRATE
PERF. CAP GRATE
11III
NOTE:
Refer to landscape detail sheet for tree mitigation table and protective barrier requirements.
Refer to Appendix E of the submittal package (notebook) for the arborists tree evaluation.
~ I
r
NOTE:
DIAMETER OF TREE WELL SHALL BE DETERMINED BY CALIPER OF
TREE. COORDINATE WELL CONSTRUCTION WITH LANDSCAPE
ARCHITECT PRIOR TO BUILDING.
(1\ TREE WELL AERA llON SYSTEM
U
SCALE: 1" =50'
~ I
0' 10' 25' 50'
N.T.S.
I
100'
INITIALS/EMP. NO.
Wi,.Mille, _T~=-M
Pf8mere . a~ . Et;oIog/IIB . &.neycn. L.IndecIpe ArcHtecfJ . TI1InIp<<taIIon CaId8nfI
WiscnYIer, Inc.
,.,....Fort Uyen.SeruoIa. hdllnlcn . T.".,. . TdIhu8N
not atameItide ~ aile <<DI . r.".,., Rorlda :rJlIQ2 . PfIonfF 80-223--9500 . FIx: 80-223-0009 . Web-Ste: ......"...com
DATE
ACTIVITY
PARTY CHIEF:
DRAWN BY:
CHECKED BY:
FIELD BOOK/PAGES
WM APPROVED BY:
DATE:
5/15/04
HORIZONTAL SCALE:
1" - 50'
VERTICAL SCALE:
N/A
SECt TWP: RGE:
17 29S 1 6E
CLIENT:
TITLE:
TREE SURVEY/
MITIGATION PLAN
CLEARWATER HOUSING AUTHORITY
JLB/1741
5/6/05
7/15/04 LDDT/01713
DATE DRAWN BY / Et.lP. NO. CHECKED BY I Et.lP. NO.
REVISED PER SITE PLAN REVISIONS
REVISED PER CITY OF CLEARWATER COMMENTS
REVISION I
2
1
PROJECT:
INDEX NUMBER:
04370-000-001
SHEET NUMBER:
PARKVIEW VILLAGE
CROSS REFERENCE F'ILE NO.:
PROJECT NUMBER:
04370-000-001
~REV NO.
2 OF 8
LTHOMASIX:\Sur\ 04370\ OOO\Bosedoto\ Tree Locations\ 04370-000-001.dwg
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DBH of Tree in inches
Tree Reference Number
/
/
I
\
trees- ft.)
Protective Barrier for remaining trees
2
1
REVISED PER SITE PLAN REVISIONS
REVISED PER CllY OF CLEARWATER COMMENTS
6.REV NO. REVISION
5/6/05
7/14/04
ACTIVllY
PARlY CHIEF:
DRAWN BY:
CHECKED BY:
FIELD BOOK/PAGES
DRAWN BY I EIIP. NO. CHECKED BY I EIlP. NO. WM APPROVED BY:
INITIALSjEMP. NO.
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DATE
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Wi_Mille, _T~=-..
PrImere . ~ . EcoIogiIII . &Iwyor8. l..8nd8cape ArchIecft . Trnporlatlon Condant8
WlsonMIer, Inc.
NapItie -Fori "Yen. S8ruoIa. Ehdenton . T811J)8 . TdIhueN
nor 0IameIeide ~ &ile 40CW . T...,., Florida 33602 . PhaJe: BrJ-223-9500 . FIx: BrJ-223-<<J09 " Web-SIte< ......Ifl..:com
DATE:
5 15 04
HORIZONTAL SCALE:
1" = 50'
VERTICAL SCALE:
N A
SEC: TWP: RGE: CROSS REFERENCE FILE NO.:
17 29S 1 6E
3 OF 8
CLIENT:
TITLE:
TREE SURVEY/
MITIGATION PLAN
INDEX NUMBER:
04370-000-001
SHEET NUMBER:
CLEARWATER HOUSIING AUTHORITY
PROJECT:
PARKVIEWVILLAGE
PROJECT NUMBER:
04370-000-001
LEGEND
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2
1
6REV NO.
LIVE OAK
CREEPING FIG
INDIAN HAWTHORNE
L1GUSTRUM LUCIDUM
HIBISCUS
WHITE BIRD OF PARADISE
PHILODENDRON
BIRD OF PARADISE
CRINUM LILY
VARIEGATED GINGER
VIBURNUM 'AWABUKI'
INTERIOR LANDSCAPE AREA
<l>
o
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o
DRAKE ELM
~
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e
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MAGNOLIA '0.0. BLANCHARD' 0
o
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bl,;.h;W1
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WINGED ELM
@ = UNKNOWN TREE
IDJ = OAK TREE
~ = PALM TREE
[eJ = PINE TREE
@ = ORNAMENTAL TREE
(f;) = MAPLE TREE
[SJ = SYCAMORE TREE
!;1 = CEDAR TREE
CABBAGE PALM
WASHINGTON PALM
MEDJOOL DATE PALM
ALL LAWN AREAS TO BE SODDED
NOTE: REFER TO SHEET 8 FOR MATERIAL SPECIFICATIONS
o
.-
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REVISED PER SITE PLAN REVISIONS
REVISED PER CITY OF CLEARWATER COMMENTS
REVISION I
5/6/05
07/14/04
DATE DRAWN BY I EMP. NO. CHECKED BY / EMP. NO.
ACTIVITY
PARTY CHIEF:
DRAWN BY:
CHECKED BY:
FIELD BOOK/PAGES
WM APPROVED BY:
INITIALS/EMP. NO.
WilsOnMillet _-:r,~=.~
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PIBnnerB . ~ . Ecologists . SlIveyors. Landscape Architects. Tr81lBpOrlation ConsUtants
WHsonMil/er, Inc.
Naples -Fort Myers. Sarasota. Bradenton . T/11f1P8 . Talahassee
1101 ChanneIBide Drive, Slife 40CN . T~ Florida 33602 . Phone: 813-223-9500 . Fax: 8I3-223-<XJ09 . Web-Site: www.wIsotmfer.com
PARKVIEW VILLAGE
\ PROJECT NUMBER:
04370-000-003
DATE
CLIENT:
DATE;
5/10/04 TITLE:
HORIZONTAL SCALE;
1" = 50'
VERTICAL SCALE;
N/A
SEC: TWP: RGE; CROSS REFERENCE FilE NO.:
17 29S 1 SE
CLEARWATER HOUSING AUTHORITY
PARKVIEW VILLAGE
LANDSCAPE PLAN
PROJECT:
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INDEX NUMBER;
04370-000-013
SHEET NUMBER:
May 14, 2004 - 18:00:33 BCASTOIX'\ENG\04370\OOI\REVOO\04370 000-004.dwg
4 OF 8
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6REV NO.
LEGEND
LIVE OAK
CREEPING FIG
INDIAN HAWTHORNE
L1GUSTRUM LUCIDUM
HIBISCUS
WHITE BIRD OF PARADISE
PHILODENDRON
BIRD OF PARADISE
CRINUM LILY
VARIEGATED GINGER
VIBURNUM 'AWABUKI'
INTERIOR LANDSCAPE AREA
(1)
o
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o
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(:"':'".," ::';)
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IE = PINE TREE
@ = ORNAMENTAL TREE
00 = MAPLE TREE
I.SJ = SYCAMORE TREE
&, = CEDAR TREE
CABBAGE PALM
WASHINGTON PALM
MEDJOOL DATE PALM
ALL LAWN AREAS TO BE SODDED
NOTE: REFER TO SHEET 8 FOR MATERIAL SPECIFICATIONS
101
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5/6/05
07/14/04
DATE DRAWN BY I HAP. NO. CHECKED BY I HAP. NO.
ACTIVITY
PARTY CHIEF:
DRAWN BY:
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INITIALS/EMP. NO.
Wil.Millet -~,~::..~
f'tanner8 . EngiJeers . fcoIogists . Slneyors. Land8cape Architects . Tr8llllpOrlation Contdants
W'JlsonMiHer, Inc.
NspIe8 "Fort Myers. Sarasota. Bradenton . T~ . TaIahassee
1K1I Ch8IYIeIside Drive, Slife 400N . Tarrpa, Florida 33602 . Phone: 8/3-223-950(} . Fax: 8/3-223-0009 . Web-Site: WWW....CllITliler.com
DATE
CLIENT:
PROJECT:
" II
"11
<= nl .
on< .".... IVI
CLEARWATER HOUSING AUTHORITY
PARKVIEW VILLAGE
DATE:
5 10 04
HORIZONTAL SCALE:
1" = 50'
VERTICAL SCALE:
N A
TWP:
SEC:
17 29S 16E
~
~
} 1 II 0 JJ ~
BUILDIN~ #12
2-S O~Y
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PARKVIEW VILLAGE
LANDSCAPE PLAN
RGE: CROSS REFERENCE FILE NO.:
PROJECT NUMBER:
04370-000-003
fY
ED BUS
R LOCATION ; ,,' I. ii '
. . '; ,..,,~~;;~-,"':;;':':',~~...-k.;~~~.i.L.~";~.L-i,~-~.: ; i 11
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SCALE: 1" =50'
~ I
0' 10' 25' 50'
I
100'
3' ~ UCCO WALL
INDEX NUMBER:
04370-000-013
SHEET NUMBER:
May 14. 2004 - 18:00:33 BCASTOIXi\ENG\04370\001\REVOO\04370-000-004.dwg
5 OF 8
MEDJOOL DATE PALM
(I CREEPING FIG
0 INDIAN HAWTHORNE
.0 L1GUSTRUM LUCIDUM
0 HIBISCUS []6u
(!1 WHITE BIRD OF PARADISE
0 PHILODENDRON
~ BIRD OF PARADISE
0 CRINUM LILY
:0 VARIEGATED GINGER
0 VIBURNUM 'AWABUKI'
INTERIOR LANDSCAPE AREA
CQJ - UNKNOWN TREE
[OJ = OAK TREE
S - PALM TREE
[E] - PINE TREE
@ = ORNAMENTAL TREE
(f) = MAPLE TREE
[S] = SYCAMORE TREE
~ = CEDAR TREE
LEGEND
()
~
(0
[)
LIVE OAK
LAUREL OAK
DRAKE ELM
MAGNOLIA 'D.O. BLANCHARD'
CREPE MYRTLE
WINGED ELM
CABBAGE PALM
WASHINGTON PALM
ALL LAWN AREAS TO BE SODDED
NOTE: REFER TO SHEET 8 FOR MATERIAL
SPECIFICATIONS
2 REVISED PER SITE PLAN REVISIONS
1 REVISED PER CITY OF CLEARWATER COMMENTS
t:.REV NO. REVISION
,'-.., ..........".....,.....,.."..--.-.-...0...--.-
PLANTER
3 STORY LIVE K SPAC
FIRST FLOOR RETAIL
SECOND AND THrmID' FLOOR
v RESIDENTIAL AP~MENTS
FF==32.50 '[Q]~14"
[e]2 "
BREEZE
WAY
BUILDING # 1
RETAIL
7,000 SF
I
~
SIDEW.o.1\
TYP.
6"
[]
R ET AI L
8,000 SF
15, 000 SF
TOTAL FOR BLD
.
0...
~
S
""
FIRE HYDRANT
TYP.
_L___L___
00
, 14
PRIMARY PROJECT
ENTERANCE
[Q] 1 4"
1 0"C4"
1 0"
12" ,
2@ 1 3"
. 16"
[] 1 6"
BUILDING #2
RETAIL
7,000 SF
FF ==32.50
IDJ 1 3"
,~O'
. I
SIDEWALK
TYP.
BREEZE
WAY
~
~~
[0]11"
I
14"A
~o()
~
~
~
~
RETAIL
8,000 SF
12,,15,000 SF
~,tlr FOR BLD
t
TREE CUT
OUT (TYP.)
".
20'x20'
VISIBILIT
TRIANGLE,
.. .._.......~L.C::::l__..._._....._ .....___, ....
OFFICE/RETAIL ENLARGEMENT
5/6/05
7/15/04 LDDT! 01713
ACTIVITY
PARTY CHIEF:
DRAWN BY:
CHECKED BY:
FIELD BOOK/PAGES
INITIALS/EMP. NO. DATE
DATE DRAWN BY / EIotP. NO. CHECKED BY / EIotP. NO. WM APPROVED BY:
o
o
o
Wi_Mille, -~~=-.. CUENT: CLEARWATER HOUSING
PIenntn . a~ . EcoIog/tII. . &lwycn. I..IndtctIpe ArcNIecfI . TranlpatafIM Cald8nt8
WIsonUJer, tJc.
NepIee.Fort Uyen.SIruota. fhdllntcrl. Tanpa. TaIIhaeee
mI 0I8meItide ~ &ite 40CW . T..... Rot1da DlO2 . ~ 813-223-9fJJO . Fer- 813-223-0009 . Web-Sfe: nlll!llllclfdew.com
PROJECT:
I'
II [~u"
,
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..l
ff
II /' ~
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TYPICAL APARTMENT BLDG.
DATE:
5 10 04 TITLE:
AUTHORITY HORIZONTAL SCALE:
1- = 20'
ERTICAl SCALE:
N A
SEC: lWP: RGE: CROSS REFERENCE FILE NO.:
1 7 29S 1 6E
LANDSCAPE PLAN-
RETAIL ENLARGEMENT
PARKVIEW VILLAGE
PROJECT NUMBER:
04370-000-003
6 OF 8
SCALE: 1-=20'
~ I I
O' 5' 10' 20' 40'
INDEX NUMBER:
04370-000-014
SHEET NUMBER:
May a, 2004 - 18:01:49 BCAST<>!X:\ENG\04370\001\REWO\04370-000-005-B.dwg
LEGEND
o
@
8
[)
.
<>>
@
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o
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~
t-- ^ /1 r "-'
.~
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-
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(vo)
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. . .....
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. . :9:9 ... I~. .~;;- · .. "
. · .:9 · ~~.; ~'::r~
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~~
....-.
v
..=.;..
+
.
.
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1}/Jt~~:,~1('1,'"
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S 1 0"
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-
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"1
"-
.. .
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y. ·
. .
FOUNTAIN
...
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-
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VISIE
TRIA!
TYP.!
J
~
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[Q] 1 2"
COMMUNITY
CENTER
22,000 SF
~I/~~
I
\
I'-..
+ ~
i
\ >-< 6~
"- -..c
........ -"
~
>c
>c
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.4.. 1\
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~~~~
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~~ 4)6~6~~\
6~ 6 6 6,,",.ij~
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.-;.{6) 6 6 ~~"
~~~
MAGNOLIA 'D.O. BLANCHARD'
/ ..- - .....
\
.....-
/'~ ~ ~I '"''
~ l'':JI.XA'~ ,~L/
~~ 11
+
(!1 WHITE BIRD OF PARADISE
o PHILODENDRON
~ BIRD OF PARADISE
o CRINUM LILY
o VARIEGATED GINGER
o VIBURNUM 'AWABUKI'
INTERIOR LANDSCAPE AREA
QD - UNKNOWN TREE
[] - OAK TREE
~ - PALM TREE
[EJ - PINE TREE
@ - ORNAMENTAL TREE
(l) - MAPLE TREE
~ - SYCAMORE TREE
& - CEDAR TREE
ALL LAWN AREAS TO BE SODDED
NOTE: REFER TO SHEET 8 FOR MATERIAL
SPECIFICATIONS
+
-
-
-
. CREPE MYRTLE
+
WINGED ELM
4~t
:-...
~
)0
)0
)ol
~/
I
+
-- ~-..... DUMPSTER
J ~~ ~f:: ~~ ~.~ t 1 0' X 1 0'
J _ 1.-- , ~ n Idlil \. ~~ !l.,
~ ,~~ ~ \-
/ (lLI /1\ I{ .I "I .I I ]{ I.I If 'Y .I ~.I. I ]{ I I ]( Y I.y I Y 1: I Y 1( yo 11 ~ ~ ~ w . 1.\ l'I.I I I I\)( ll\ I I I I 11.'-1 r ~ I I J
./ \..'"{ T I. 'U I II X J[ T I "'I T 'I. I II T I I X J[ a r\T Y\T T Y Y'T Y Y 11 ~ !\.',.~ ~ ,J;l. I X 1. II J. JL X I.I X ][ T IV T II X J
V ~ V/ V/ ,~~ 1~"~,I.., j) \/)
- /' ~ I ~' - I --- ---
= = = = r ~~.:;. ~ = = = =" = Ir.'f6 6 ~~ = '" = = = = =
~~~) ~ o~~ ~o ~
u,u.,,_.uJ
IJ I
213.53'
CABBAGE PALM
( r\
~ + I
~~ V
. --'
, -
I "" I
I I
/
+
./
WASHINGTON PALM
MEDJOOL DATE PALM
,,-
/"':
\ '-'- Mr6 6 66T6T6 6
,-,~Y6 6T6 610 ~
- ~~ '" ~6 6 6)(J6 ~
~~;:i ~6 I
" I \~ '6 '('&rA6
~"-~ ~ ~6"1~ )
CREEPING FIG
INDIAN HAWTHORNE
L1GUSTRUM LUCIDUM
HIBISCUS
__ J_____~~
COMMUNITY CENTER ENLARGEMENT
'--I ~~~~q"'~'-^'" ~- ;~~-'~~- ~'~ -_P~~"\YJ"'Ar.Y.Y.l'Ci~~ ~ ,"""=----- -----.-- ,..._.____.,___u.___..___ ..-----. ..... ..--. .. -,,-... ..- ....-" ..--.... .,.. ,... -- ....~~. .
II ~' I~I... ~ r\ I:~:~ -~ /-,
\~) .') I i.;'~ II - ~~~ ~
\.. "'~ \ ~ .. II 1 2" '\ & ~ ~ . Q "9 I ~ -'k~'~'~ : ... +
"-~13:~ L1~ . \~~~ \
. . . ~ . T~ / "'-
====='-I'~. ........ ~
'" ~ ~ ~
1'- V J V J ~ V J
, J \. j
"'--" "'-""'" "'-"'"
19"
~
PIAYGROLJND (TYP.J--.
1 1" 1 2"
~
.---
).
~~
~~~ ~. .7 18 C.C
lit. . ~
~ Z.H.i;lo ~
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l" '-~ .19\1:9 ~
llrlr... l79'K; ~
/
..
.......... ftX
"'\
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---
DAYCARE
FF==33.50
:f: 92'x82'
5000 SF
/\ ... ~ \ ..-/
I .. ~ ./
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ACTIVITY
PARTY CHIEF:
DRAWN BY:
5/06/05 CHECKED BY:
7/15/04 LDDT/ 01713 FIELD BOOK/PAGES
DATE DRAWN BY I EMP. NO. CHECKED BY / EMP, NO, WM APPROVED BY:
INITIALS/EMP, NO, DATE
DAY CARE FACILITY
Wi,.Millsr -~~=-.. CLIENT:
PIamtn . Bp.n . EcoIogiIII . ~. L.andtcIpe ArdrlecfI · TretMpCrlafJcn CondInte
WIsonMIer, Inc.
N8p1ee.Fort AfyerI.SIruoIa. &'adllnIon . T.".. . TeIithuIee
trJI ~ Die, &Me 40CW . T.".., Florida :rJ602. ~ BD-223-9500 . Fax: BD-223-COC>> . ~ INlU1lll0l1J".com
+
A
CLEARWATER HOUSING AUTHORITY
2
1
REVISED PER SITE PLAN REVISIONS
REVISED PER CITY OF CLEARWATER COMMENTS
PROJECT:
PARKVIEW VILLAGE
~REV NO,
REVISION
DATE:
5 10 04
HORIZONTAL SCALE:
1" = 20'
VERTICAL SCALE:
TITLE:
PARKVIEW VILLAGE
LANDSCAPE PLAN ENLARGEMENTS
17 29S 1 6E
N A
SEC: TWP: RGE: CROSS REFERENCE FILE NO,:
PROJECT NUMBER:
04370-000-003
-
SCALE: 1" =20'
~. I
0' ~. 10' 20'
40'
INDEX NUMBER:
04370-000-014
SHEET NUMBER:
May 14. 2004 - 18:01:49 llCASTotX:\ENG\04370\OOI\RE.VOO\04370-QOO-OO5-B,dwg
7 OF 8
,
~, "".:"')
_<.~ _-__...:t.
l~- ,. .0.1:- - -.
1.... ......'
......
-- ~"".=-
I--~.'
FNSH GRADE
~~ ~ ~~
<~~ '1. ~~:t
_ j~~ ~ ~~ r~ ~i j
_f(Ar_~ ~
~~~ .~
~ ~~~
PROTECTIVE BARRIER REQUIREMENTS AND SPECIFICATIONS
FOR EXISTING TREES TO REMAIN
-
1-/P~Y REINFORCED RUBBER HOSE.
1 2 DIAMETER
A
!...
_..- -
-:--~ .,- ~
..::.;....'-
~~
-~
\4"
...6::;:-' l".,
SET BASE S7EM 1.
HIGHER 1lWf F1NlSH GRADE
t' MULCH N$ SPEClFlED
- PROTECTIVE BARRIERS shall be placed around all protected trees prior to land preparation
or construction activities according to the following:
5/16- OIA. lURNBUCKLE
3 LONG OPENING
1-
UNDISTURllED SOIL
,- ~ .....II~ ~.. ~"
,~'~ of II;
~ f . "',' ~
#~~ ~~
~~. ~~q/.,,~ ~~~
~~~~~~.
~
EDGE OF SOD
a. At or greater than the full driplne of all species of mangroves and sabol palm
trees;
b. At or greater the full dripline of all protected native pine trees and other conifer
tree species;
c. At or greater than two-thirds of the dripline of all other protected tree species;
d. At or greater than the full dripline of trees within a specimen tree stand,
- PROTECTIVE BARRIERS are to be constructed using 4' high galvanized chain link fencing.
t' posts, min. 8' O.c..
- When a PRPTECTIVE BARRIER is required, it shall remain in place until all construction
activity is terminated. The area within the barrier limits shall remain undisturbed by any
activity during construction. Native ground cover and understory vegetation existing within
the barriers shall remain throughout construction. Exotic plant species may be removed
providing written consent is obtained from the community development coordinator. Plant
species removed with the consent of the coordinator may be removed only by manual labor
utilizing hand tools or by other approved methods.
- Prior to the erection of any required protective barrier, all surface foreign material, trash
or debris shall be removed from the area. to be enclosed by the barrier, and after erection
of the barrier no such material or litter shall be permitted to remain within the protected
area. No equipment, chemicals, soil deposits or construction materials shall be placed
within such protective barriers.
LANDSCAPE TABULATION:
WHIlE MARKER TAPE
"2 GA. STEEL WIRE. DBL
3- MINIMUM. 120 APART
~
2- MULCH
3- SAU~ABOVE ANISH
GRADE EMOVE PRIOR TO
ANAl.. A TANCE)
WATEAElHN a.EAH
EW:K FlU.
ANISH GRADE
~
-0
~~~
~~..
" "~ "It
- ~ .....
~~~
~~~
.~ ~
.fI, ~
~~~
~~~
SHRUB PLANTING DETAIL
TREES RETAINED OR TRANSPLANTED
CANOPY TREES - 59 trees (936 inches)
PALMS - 60 palms (673 inches)
TOTAL CREDIT 1609 in.
2-1C4-)(3O- STAKE
WA lERED-IN ClEAt'
BACK All.
N.T.S.
UNOISlURBED/
ST ABIUZED SOIL
TIE FRONDS IN UPRIGHT POSl11ON
WITH BlO-OECllWWlLE lWINE
(SAIW. PAlMS ONLY 8 FRONDS .........)
CUT OFT UNOPENED FRONDS
ON FACH SIlE OF BUD
CUT OFT 1/2 GREEN BOTTOM FRONDS
~~~"
I
GROUNllCCMR
t' MULCH DEPTH
INSTALL PLANTS 1. HIGHER
nwt SOIL ELEVA1lON
Pl.Nf'IlNQ SOl.
WIXTURE
(N$ SPECIfIED)
FINISHED GRADE
TREES REMOVED
CANOPY TREES - 151 trees ( 2184 inches)
PALMS- 201 palms (2330 inches)
TOTAL DEBIT 4514 in.
SINGLE TRUNK TREE 10'-20' a.A. HT.
N.T.S.
4514
TOTAL DEBIT (IN.)
- 1609
TOTAL CREDIT (IN.)
IN. REQUIRED
2905 in.
....
5-t'X4"X1 It' BATTENS
'"
~
~
I......
NOTE: S1'A8lUZE Pl.Nf'IlNQ
REFER TO TECHNICAL ..IXIURE UNDER
SPEaFlCATlONS FOR ROOY8ALL
PlANTING SOIL
REQUR:MENI'S
,.'-:-,. ~ :\,,' \,,'. ..~~~..
'::"::';' ).~. >~. :: <::
".' .. .......'7. ~'. .,~.., l' '::'~" .... ~
~~~~~~-
TREE REMOVAL/ PROTECTION NOTES
.
TREES REQUIRED
2905
TOTAL DEBIT (IN.)
- 290
1 0% CREDIT
PRESERVATION MEASURES
TOTAL IN. REQUIRED 2615 in.
TOE NAIl t' -4" TO BAnDI
AND NOT INTO TRUNK
......,.. 3-t'x4" BRACES
120' N>Nff
t' MULCH N$
SPEClFED
~=
GROUND COVER PLANTING DETAIL
N.T.S.
- No person may remove or cause to be removed any protected tree
or any palm with a ten-foot clear and straight trunk without first
having procured a permit as provided in Article 4, Division 12.
8ANDlHO It TWO PlACES
~ lWJCER I<<NE FINISH GRADE
(REMCM: PRIOR TO FltW. AOCEPTNU)
\
oJ
'j
>d
-::::
4'."'1
4' Min.
GENERAL LANDSCAPE
NOTES
1. Before commencing work, trees that are to be saved shall be
protected from damage by placement of chain link fencing for
visibility. No work shall begin until this requirement is fulfilled.
2. Use precautionary measures when performing work around trees.
3. Adjust depth of earthwork and topsoil when working immediately
adjacent to aforementioned features in order to prevent disturbing tree
roots.
4. Where escavating, filling, or grading is required within the drip line of
trees that are to remain, work shall be performed as follows:
1. Trenching: When trenching occurs around trees to remain, tree roots
shall not be cut. A trench shall be tunneled under or around roots
by careful had digging without injury to roots. No conduit or
underground utilities will be placed within 10 feet of protected trees
and 20-feet of grand trees.
2. Raising Grades:
a. Where fill not exceeding 16-inches is required, clean, washed gravel
graded from 1-inch to 2-inch in size shall be placed directly around
tree trunk. Extend gravel out from trunk on all sides minimum of 18
inches and finish approximately 2-inches above finished grade at tree.
Install gravel before any earth fill is placed. New earth fill shall not
be left in contact with trunks of trees requiring fill.
b. Where fill exceeding 16-inches is required, construct dry laid tree well
around trunk of tree. Tree well shall extend out from trunk on all
sides minimum of 3-feet and to 3-inches above finish grade. Place
coarse grade rock directly around tree well extending out to drip line
of tree. Place clean, washed gravel graded from 1-inch to 2-inch in
size directly over coarse rock to a depth of 3-inches. Place approved
back fill material directly over washed gravel to desired finish grade.
3. Lowering Grades: Existing trees in areas where new finish grade is to
be lowered shall have regrading work done by hand to elevation
indicated on Construction Drawings. Roots as requ ired shall be cut
cleanly 3-inches below finished grade.
4. Trees marked for preservation that are more than 6-inches above
proposed grades shall stand on broad rounded mounds and be graded
smoothly into lower level. Trees located more than 16-inches above
proposed grades shall have dry laid stone wall or other retaining
structure constructed minimum of 5-feet from trunk. Exposed or
broken roots shall be cut clean and covered with topsoil.
TREES PROVIDED
......
-.J
- .,' ~~
UNDISTURBED SOIl ~~ .~, ~~
~ .~ ~~
~I~ ;;;,' ~~'(/~~~
~,,~ ~ ~~~v ~~ ~'
~~ ~~~ ~7
12" r 12"
~
1. All landscape construction shall conform to the minimum landscape requirements of the City of
Clearwater Landscape Code.
2. Contractor to comply with all state and local code requirements.
3. Prior to construction of any improvements, contractor shall obtain a landscape permit from City of
Clearwater. Permits are the responsibility of the contractor and are to be included as part of the base
bid.
4. Contractor is responsible for determining all utility locations and installing facilities to not conflict. All
5. damage to existing utilities or improvements caused by contractor shall be repaired at no additional cost
to the owner.
6. All plant materials to be Florida No.1 or better as per Florida Dept. of Agriculture Grades & Standards,
Parts I & II.
7. Contractor shall be responsible for providing final grading of all associated planting areas.
8. After final grade, area to be raked to 6" depth and all rock and foreign inorganic materials removed
and disposed of legally off-site.
9. The successful bidder shall furnish to the owner a unit price breakdown for all materials. The owner
may, at it's discretion, add or delete from the materials utilizing the unit price breakdown submitted.
10. A minimum of 50 percent of the required trees shall be native species, or Hybrids or Cultivars of nativE'
species.
11. All new plant material guaranteed for 180 days, from time of final acceptance of project, any plant
material not in a healthy growing condition will be replaced by the contractor, at no additional cost to
the owner within 10 days of notification, extend warranty period an additional 45 days beyond the
original warranty period, for all replacement plant material. Warranty is null and void for plant materlol
which is damaged or dies as a result of "Acts of GoO' limited to hail, freeze, lightning, automobile
damage, and winds exceeding 75 mph as defined by the National Weather Service. All trees that lean
or are blown over, caused by winds less than 75 mph, will be re-set and braced by the contractor at
no additional cost to the owner.
12. All trees, shrubs and ground covers shall be of the sizes as called for in the Landscape Material
Schedule. Where there is a discrepancy either in quantities, plant names, sizes or specifications between
the pilon and Landscape Material Schedule, the plan takes precedence.
13. No plant material will be accepted showing evidence of cable, chain marks, equipment scars, or
otherwise damaged.
14. Plant material will not be accepted when the ball of earth surrounding it's roots has been cracked,
broken or otherwise damaged.
15. New plant material to be installed will be field adjusted to accommodate existing plant material such as
overhead canopy trees, under story trees and shrubs or ground cover. This will insure existing plant
material to remain in its natural state. Therefore, no existing plant material will be altered by removing,
cutting, trimming or destroying in order to install new plant material.
16. All parking islands and planters shall be excavated to depth of 18" and backfilled with approved friable
top soil.
17. All planting holes to be hand dug except where machine dug holes will not adversely effect or damage
utilities or improvements (see notes 4-5).
18. Planting soil to be a weed free mixture of 50% sand, 40% humic topsoil, and 10% Canadian peat. All
plant material to receive planting soil as per details.
19. Use 01 minimum of two 21 gram agriform 20-10-5 planting fertilizer tablets per 3 gallon container.
20. Follow manufacturers instructions for quantity per plant size for all other vegetation. All plant material to
receive tablets.
21. Contractor shall stake & guy all trees and palms as per the appropriate detail. Contractor is
responsible for the maintenance and/or T?)?T?)?repair of all staking and guying during warranty period.
22. Root-prune all non-container grown trees a minimum of (8) weeks prior to planting. See detail.
23. Note size of planting pits on planting details.
24. All trimming undertaken on a tree protected by the provisions of the Land Development Code shall be
pruned in accordance with the National Arborist Association (NM) Pruning Standards.
25. Existing tree locations and sizes are estimates and are based on an preliminary site verification.
26. Contractor to coordinate tree removal with City of Clearwater prior to construction.
27. Protective barricades shall remain in place until land alteration and construction activities are completed.
28. During land alteration and construction activities, it shall be unlawful to remove vegetation by grubbing
or to place soil deposits, debris, solvents, construction material, machinery or other equipment of any
kind within the drip line of a tree to remain on the site unless otherwise approved by the City.
29. All waste, objectionable material, and excess fill shall be removed and disposed of on a daily basis
off-site in a legal manner.
30. Any areas subject to erosion must be adequately stabilized with vegetation material that will, within a
reasonable time frame, deter soil disturbance.
31. Sodding, plugging sprigging or seeding is acceptable for stabilization; however, sodding may be required
in areas of erosion-prone soils or where slopes are greater than 5: 1. Vegetation other than grass is
acceptable unless otherwise specified.
32. All landscape shrub and tree areas shall receive 100% irrigation by means of automatic low-volume
underground sprinkler system.
Drake Elm
Winaed Elm
Maanolio 'D.D. Blanchard'
Medjool Date Palm
Laurel Oak
Live 00 k
Cabbaae Palm
Washinaton Palm
48
19
16
8
83
305
226
6?
INCHES
PROVIDED
3
3
3
1
3
3
1
1
TOTAL
INCHES
PROVIDED
144
57
48
8
249
Q15
226
62
lYPE
TOTAL
FINISH GRADE ~
t'x4"xJI1' S1'AKE
WAlERED-1t a.EAH
EW:K Fll
~
MIN. BALL DIA. FOR
CABBAGE PALMS
PALM DETAIL
N.T.S.
TOTAL PROVIDED
1709
NET INCHES -906 in.
Inches remaining to be provided through payment to tree fund and
relocation of Cabbage Palms off site. Number of Cabbage Palms and
off-site placement to be provided prior to relocation.
PARKING AND INTERIOR LANDSCAPE AREA
~
I-PLY REN'ORCED RUBBER 'l. . ,,_" ....
HOSE. 1ft' DWolElER ~....... ~ n.
t'x4"'ft8. S1'AKE
~ SNJCER I<<NE FINISH
GRADE (REMCM: PRIOR TO
FltW. AOCEPTNU)
FINISH GRADE
~
- ,u
~-
VEHICULAR USE AREA (COMMERCIAL/MULTI-FAMILY):
REQUIRED INTERIOR LANDSCAPE AREA (10%): '
PROVIDED INTERIOR LANDSCAPE AREA: (11.5%):
277,491 SF
27,749 SF
32,172 SF
UNDISTURBED SOl.
~:si
~
~.~w~
~~ ~"{/
.~
~~ ~~~~ ~
~ ~~
PARKING CALCULATION:
COMMERCIAL SPACES (27,932SF @ 5/1000 SF):
RESIDENTIAL SPACES (204 UNITS @ 2/UNIT):
TOTAL REQUIRED:
TOTAL PROVIDED:
140
408
548 (11 HANDICAP)
549 (17 HANDICAP)
~
~
WAlERED-IN a.EAH EW:K FlU.
LANDSCAPE MATERIAL SCHEDULE
--
ROOT PRUNE AO.W:ENT TO
DISl\JRllEI) MEA NO WCHINE
TROOttIG. DIG BY HANO,
IWG)-CUT ROOTS ClEAN.
QTY BOTANICAL NAME
TREES
MG 16
PD 8
QL 83
QV 305
SP 226
UA 19
UP 48
WR 62
SHRUBS
AZ 97 Alpinia zerumbet 'Variegata'
CA 132 Crinum species
HRS 397 Hibiscus rosa-sinensis 'Seminole Pink'
PB 103 Philodendron bipinnatifidum
RI 4197 Rhaphiolepis indica
SN 14 Strelitzia nicolai
SR 16 Strelitzia reginae
VO 1185 Viburnum odoratissimum 'Awabuki'
GROUNDCOVERS
COMMON NAME
SPECIFICA TIONS
MULTI-TRUNK Kcc STAKING
N.T.S.
I
.~
~t~
~~
Magnolia grandiflora 'D.D. Blanchard'
Phoenix dactylifera 'Medjool'
Quercus laurifolia
Quercus virginiana
Sabol palmetto
Ulmus alata
Ulmus parvifolia
Washingtonia robusta
Magnolia 'D.O. Blanchard'
Medjool Date Palm
Laurel Oak
Live Oak
Cabbage Palm
Winged Elm
DraKe Elm
Washington Palm
3" cal, 10-12' ht, 65 gal.
12' -14' CT; Band B; heavy; specimen, matched
3" cal, 10-12' ht, 4'-5' spread, 45 gal.
3" cal, 10-12' ht, 4'-5' spread, 45 gal.
CT height varies 10'-16'; Band B; non-booted
3" cal, 10-12' ht, 65 gal.
3" cal, 10-12' ht, 65 gal.
CT height varies 12'-16'; Band B, heavy
24~1
~
Variegated Shell Ginger
Crinum Lily'
Chinese Hlbiscus- Seminole Pink
Split-leaf Philodendron
Indian Hawthorn
White Bird of Paradise
Bird of Paradise
Awabuki Viburnum
3 gal., 18" overall, full
7 gal., 3pep, full, 24" overall height
3 gal., 30 overall, full
3 gal.., 16" overall, full
3 gal., 18" overall, full
15 gal., 6-8' overall, 3ppp
3 gal., 24" overall, full
3 aal. 24"-36" overall, full
PROPOSED UTILITY 1RENCH
OR EDGE OF PAIlEMENT
EXISTING
10' MIN. TREE
- BACKFIll WITH
EXlSTlNG SOIl.
DV
FP
JC
LC
LEG
TA
Sod
107
136
730
290
9052
631
Dietes vegeta
Ficus pumila
Juniperus chinensis 'Parsonii'
Lantana camara 'Gold'
Lirope muscari 'Evergreen Giant'
Trachelospermum asiaticum
White African Iris
Creeping Fig
Parson's Juniper
Gold Lantana
Evergreen Giant Lirope
Asian Jasmine
1 gal., 15" overall, 18" O.c.
3 gal., 36" trellis
1 gal., full, 8"-10" overall; 24" O.c.
1 gal., 8" overall, 18" O.c.
J gal., 10"-12" overall, full, 18" O.c.
1 gal., full, 18" O.c.
NOTE: F 1ROICHING OCCURS a.osER 1lWf 10'
TO EXISTING TREE. CONTACI' LA. FOR DIRECTION
ROOT PRUNING DETAIL
N.T.S.
Paspalum notatum
Bahia sod/seed
Bahia sod shall be laid in areas greater than 5: 1
slope. All other areas shall be hydroseeded with
'Pensacola' Bahia.
I ,:.'f i n ~S:j
,.l~';'h.:::\>'. .
. '-
DATE
PARKVIEW VILLAGE
DATE:
5/10/04
HORIZONTAL SCALE:
1- = 50'
VERTICAL SCAlE:
N/A
SEC: TWP: RGE: CROSS REFERENCE FlLE NO.:
17 29S 16E
TITLE:
,
JLB/1741 05/15/04
Wi_Mi"., ~'~=-M
Ftmere . fi~ . fcoIog/III . &nwycn. Lsnd8ctpe ArctiecfJ . Tranlpc:nation CondanI8
WlscnYIer, tlc.
,..,...Fort AIyerw.Seruota. Bredenton, TIIrpl. TaIIhueee
ff01 0lImeItIide OrNe. ale <<XII . T.".,., Rorlde 31602 . ~ 813-2ZH500 . Fax: 813-223-0009 . Web-Sle< INw.lIIIIofmltl.c:an
CLIENT:
2
1
REVISED PER SITE PLAN REVISIONS
REVISED PER CITY OF CLEARWATER COMMENTS
REVISION I
5/06/05
7/15/04
ACTIVITY
PARTY CHIEF:
DRAWN BY:
CHECKED BY:
FIELD 1300K/PAGES
DRAWN BY / EMP. NO. CHECKED BY / EMP. NO. WM APPROVED BY:
INITIALS/EMP. NO. DATE
CLEARWATER HOUSING AUTHORITY
PARKVIEW VILLAGE
LANDSCAPE DETAILS
~REV NO.
I PROJECT NUMBER:
04370-000-003
INDEX NUMBER:
04370-000-007
SHEET NUMBER:
PROJECT:
8 OF 8
May 14, 2004 - 18:03:31 IlCASTOjX:\ENG\04370\OOI\RM!O\04370-000-L08.dwg
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ACTIVITY
PARTY CHIEF:
DRAWN BY:
CHECKED BY:
07/14/04 FIELD BOOK/PAGES
DATE DRAWN BY I EMP. NO. CHECKED BY I EMP. NO. WM APPROVED BY:
WI""iller
PIInnere . ~ . EooIog/ItI . &neycn 0 l.Bnd8ctIpe ArdiIects 0 TrnporlIIIon CcndIn#I
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FIRST FLOOR RETAIL
SECOND AND THIRD FLOOR
RESIDENTIAL APARTMENTS
FF =32.50
:J: 90'x98'
BUILDING 12
RETAIL
7,000 SF
FF =32.50
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7,000 SF
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WAY
BREEZE
WAY
SIDEWALK
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DEPTH.
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NOTE:
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.." DA1I
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ME "0" CURe
N.T.S.
N.T.S.
WIDTH VARIES
~
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USE 1/r ASPHAlT IMPREGNATED EXPANSION
JOINT MATEIRIAL AT 50' O.C. SAW CUT CONTROL
JOINTS AT '10' O.C.
FOR USE ADJACENT TO CONCRETE OR FLEXIBLE
PAVEMENT, CONCRETE SHOWN. EXPANSION JOINT,
PREFORMED' JOINT FILLER AND JOINT SE"AL ARE
REQUIRED BElWEEN CURBS AND CONCRETE
PAVEMENT <ONLY.
REVISED PER CITY OF CLEARWATER COMMENTS
.6,REV NO.
REVISION
INITIALS/EMP. NO.
DATE
tfX2,'-tf CONCRE1E MASS.
FINISH TOP OF MASS LEVEL
N WI1lf /It SUGHr RAISED WASH
i API'ROXIMA1ElY 1/'l' NJtNE
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DUMPSTER ENCLOSURE NOTES;
1.) WALLS
a.) New construction: maximum 6'-0' high and constructed of concrete block
(8"x8"x1 ff'). Materials used should be consistent with those used in the
construction of and architectural style of the principal building. (Section 3-802
Materials)
b.) Existing: maximurn 6'-0' high replacement materials can be made of the same
materials as long as they are made of approved opaque material.
2.) FOOTINGS: 8"x1ff' concrete w/2- #5 continuous rebar imbedded.
3.) CONCRETE SlAB: H Monolithic, min. ff' thickness w/ imbedded 5'xff / 10x10
welded wire fabric (W.W.F.), 3000 P.S.1.
4.) CONCRETE FILLED CELLS With 1-115 vertical rebar tied to footer steel at each
corner and every 4" D.C.
5.) GATES
Constructed of min. 1-1/2" diameter galvanized tubular steel w /wood panels,
hinge-mounted on min. 'S' diameter galvanized steel post. (Gates and post
constructed and insta~d per applicable building code by licensed fence contractor).
6.) DROP PIN
1/2" dia. 18" long metal rod gate latch. Provide 3/4" diameter hole 5' into
concrete for rods. In asphalt provide a ?' P.V.C. sleeve, ff' long, or equal.
7.) SOIL
Soil bearing capacity to be at least 2,500 P .S.F.
CONCRETE MASONRY WALL CONSTRUCTION
Materials, construction and quantity control of masonry shall be In accordance
with Uniform Building Code (UBC), Chapter 24. General conditions and
construction requirements shall be applied as specified in UBC, Section 2404
(f), during grouted masonry work.
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 and bottom.
2.) If a slab dowel does not line-up with a vertical core, it shall not be
sloped more than one horizontal in six verticals (1 :6).
3.) Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or
equivalent) at 16' O.c,.
4.) Hollow Load-bearing Concrete Masonry Units shall be normal weight
conforming to ASTM C-90, with a minimum compressive strength of 1.900 PSI.
5.) Mortar shall be type M or S. In accordance with ASTM C-270. Place all
masonry In running bond with 3/8" mortar 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/ff, ff to 1 r:J' slump, and a minimum compressive strength of 2,500
PSI at 28 days.
7.) Minimum 'S' X 'S' 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.
.......".. - II./JoILOGIllIlJD
........." tic - CIraeIf tJI Ar6IfIIIIIlI,.
Wi'-"et
PI8mn . ~ ~ EcobrjrII .. &neycn.. L.IndtIc8pe ArchItecfI .. Trnportafion ConaIt8nt8
WI8onMIer, itc.
N8p1ee.Fort AtIn-S8ruoIa-!hdInton - TMJII "TIIIIluIH
1f)f aIIIIIlllWde f)ftw, u. <<XII . Tanw>>. Florida 3'J602 .. FfIont: 8&9-223-f500 0 Fu 8&9-2ZHJ009 a Web-SIfeo Mnr.lltlol,...can
CLIENT:
PROJECT:
~L."
i~ ~V' 3'
~o"'"~~ --.,
...4'"
A '* A
"
PLAN VIEW
Exist Conc Drive
4"
TYPICAL DRIVEWAY CROSS SECTION
E-e
,gB
:lj'!)
Go
,.,~~
Remove Back of Curb on State or Vertical Curbs with a vertical Sow cut
or Remove entire Curb and Replace as Port of Sidewalk Ramp.
Modified and Valley Gutter Curb.
join exist bock of curb
'. }odt-: ~~ ~~ ,~;:~~ .s~~~ce
.~ .' ,,'. . Remove to an
'- 1/T Expansion Joint even joint or sawcut
Back of Curb
SECTION A-A
-
_.
NOlES:
1. PnMde tooled jo/nlII at ~ mallahlng the wIdlIl. AIeo
place ....... JoIn'- at ~
2. It _ IlllYIloaI obetrIIolIan .... whIclll ....-. the pIalllng
tit ..... . -'-. ... the ~ DhIIIoiI for
aIIIImatiI 1ooalIon.
3. WoodIn and oUw IpCIOft .. not be pennl\liId In ......
or
.... .::. tit CIIIJ Wnd .. be pennl\liId Oft __
........ or ~ wlthout IpeCllfto ~ tit the ClI,
~.
50 M __ Illall be 3000 PII mln. . 28 .. wftIl flbIr
....... ........
.. CclncnIe ~ lilI be light ...... fWIh.
7. CononIlII cIrMway COIlIlrualIon Ihall be .. lhIck . td/10ll10
...
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PERIMETER WALL DETAIL
.~
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.-(1)
GARAGE
10.0'
MIN.
I
10.0'
MIN.
1022 SQ. FT.
LMNG SPACE
FIRST FLOOR
PORCH
I 40.0' doT
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=m
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4' "'In Residential Street l' C R
5' "In Arterial Street 2' County R
1/40 per Foot
_ ~,'i $..., .,,,.. .......-
JOOO psi conc 4" thick. Constr. fI'
thick at driveways with 6x6 110
weIcled wire mesh, See note 7,
SECTION B-B
.. Rampe ehaII '- 0 tDotIIe ....... tIoltInd to 0 cIIpIIl not
........ 1/r by 1M tit tamp or ....... In oonf__ wlth
requhr/Ienl8 ~ F'DOr f*ldway cnI 1l'cIlIIo 0Ielgn SIlancIaN8.
0elilIll J04 or IlIMt ~ IllOdIIIoGtIoll
I......... __ _
2 1)11 __
11JU __aut _
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.-. . . ..
CD 8"x8"x16" CMU BLOCK WITH 1/'Z'
STUCCO FINISH ON OUTSIDE.
o BOND BEAM: CMU LINTEL COURSE.
o COMPACTED SUBGRADE TO 95"> OF
AASHTO T -99 DENSITY.
CD CONTINUOUS CONCRETE BEAM Wi (4)
#5 REBARS TOP & BOTTOM wi #3
LOOPS . 1'Z' O.C.
@ #5 VERT. REBAR 0 24" O.C. EMBED
l' -0" INTO BEAM
o (2) #5 LINTEL REBARS, CONTINUOUS,
CD #5 VERT REBAR TO RUN ENTIRE LENGTH
OF WALL. MORTAR FILL ALL VOIDS.
o PROVIDE ROUNDED STUCCO CAP.
RADIUS AS SHOWN
N.T.S.
''-,-
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10.0'
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. "
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ALLEY
GARAGE
-
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LIVING SPACE
FIRST FLOOR
PORCH
(r--'''-.
40.0' LO~
, /
STREET
1.363 SQ. FT.
LIVING S'PACE
FIRST FLOOR
PORCH
"~RNER LOT
/
/
./
/
.,,///
// ~
/ " /
'-.......~.
..."
CLEARWATER HOUSING AUTHORllY
DA :
5 10 04
HORIZONTAL SCALE:
TITLE:
PARKVIEW VILLAGE
SITE DETAILS
PARKVIEW VILLAGE
SEC:
17
ACTIVI1Y
PAR1Y CHIEF:
DRAWN BY:
CHECKED BY:
07/14/04 FIELD BOOK/PAGES
DATE DRAWN BY / EMP. NO. CHECKED BY I EMP. NO. WM APPROVED BY:
PROJECT NUMBER:
04370-000-003
Jut 14. 2004 ~ 15:25:58
I-
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0:::
I-
(f)
J.
JUL 1 5 2004
INDEX NUMBER:
04370-000-012
SHEET NUMBER:
6A OF 20
BCASTOIX:\ENG\ 04370\ OOI\REV 01\ 04370-000-006A.dwg
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LEGEND
EXISTING VALVE
IN-LINE VALVE W/ BOX
FIRE HYDRANT, COMPLETE
FDC - FIRE DEPARTMENT CONNECTION
BACTERIAL SAMPLE POINT
BLOW-OFF
PIPE PLUG
WATER METER
IRRIGATION METER
REDUCER
BACKFLOW PREVENTER/ABOVE GROUND METER
SANITARY SEWER MANHOLE
SANITARY SEWER LATERAL & CLEAN-OUT
PUMP STATION
STORM SEWER & STRUCTURE
HEADWALL
U-ENDWALL
CONTROL STRUCTURE
MITERED END/FLARED END SECTION
1
~REV NO.
REVISED PER CI1Y OF CLEARWATER COMMENTS
REVISION
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FF=33.40
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OAT:
CLEARWATER HOUSING AUTHORITY
TITLE:
PROJECT:
PARKVIEW VILLAGE
5 10 04
HORIZONTAL SCALE:
1" = 50'
VERTICAL SCALE:
N A
SEC: lWP: RGE: CROSS REFERENCE FILE NO.:
17 29S 16E
PARKVIEW VILLAGE
UTILITY PLAN
PROJE T NUMBER:
04370-000-003
Jul 14. 2004 - 15:26;54
BCASTOjX:\ENG\ 04370\ ool\REV 01\ 04370-000-008.dwg