FLD2004-04026 (2)
FLD2004-04026 \
850 Bayway Blvd
ALMINAR
,
RESIDENCES &
SUITES
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CITY OF CLEARWATER
loNG RANGE PlANNING
DEVELOPMENT REVIEW
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
September 21, 2005
Mr Jeff KeIerleber
Decade PropertIes Inc
N19 W24130 RIverwood Dnve, SUIte # 100
Waukesha, WIsconsm 53188
RE Development Order - Case FLD2004-04026 - 850 Bayway Boulevard
Dear Mr KeIerleber
I am m receIpt of your letter requestmg an extenSIOn of tIme relatIve to the above
referenced Development Order and hereby approve of a one-year extenSIOn to September
21, 2006 All CondItIons of Approval as stated wIthm the Development Order dated
September 28, 2004 remam m effect
In grantmg the one-year extenSIOn, It IS our hope that the addItIonal tIme WIll allow for
the InItIatIOn ofa bUIldmg permIt Please contact MIchael H Reynolds, AICP, Planner
III should you have any questIons regardmg thIS extenSIOn
Smcerely, /
.~~
MIchael Delk, AICP
Plannmg DIrector
S IPlannlng DepartmentlC D BIFLEX (FLD)llnacllve or FInished ApphcatlOnslBayway 850 Almmal (7) - ApprovedlLevel Two
Approval ExtentslOn September 2 I 2005 doc
BRIAN] AUNGST, MAYOR COMMI~SIONER
HOYT HAMilTON, VICF MAYOR COMMI<;SIONER WHITNFY GRAY, COM\llSoIOMR
FRANK HIBIlARD, COMMloSlONFR * Bill JONSON, Cml\ll~"IOf\rR
"EQUAl EMPI OYMFNT AND ArI IRMA1 Ivr ACTION [MPIOYrR"
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CITY OF CLEARWATER
loNG RANGE PLANNING
DEVELOPMENT REVIEW
PLANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
September 28, 2004
Mr Jeff KeIerleber
Decade PropertIes Inc
N19W24130 RIverwood Dnve, # 100
Waukesha, WI 53188
RE Development Order - Case FLD2004-04026 - 850 Bayway Boulevard
Dear Mr KeIerleber
ThIS letter constItutes a Development Order pursuant to SectIon 4-206D 6 of the Commumty
Development Code On September 21,2004, the CommunIty Development Board revIewed your
fleXIble Development applIcatIOn of a ffilxed use development for 13 multI-faffilly reSIdentIal
UnIts and SIX hotel UnIts WIth a reductIOn of the front (south) setback, along Bayway Boulevard,
from 15 feet to 603 feet (to pavement), and a bUIldmg heIght mcrease from 35 feet to 49 feet
from base flood elevatIOn (plus roof appurtenances), as a ComprehensIve Infill Redevelopment
ProJect, under the proVISIons of SectIon 2-803 C for the SIte at 850 Bayway Bouelvard
Based on the applIcatIOn and the Staff recommendatIOn, the CommunIty Development Board
(CDB) APPROVED the applIcatIon WIth the followmg bases and condItIons
Bases for Approval
1 The proposal complIes WIth the FleXIble Development cntena as a ComprehensIve InfIll
Redevelopment ProJect per SectIon 2-803 C
2 The proposal IS m complIance WIth other standards m the Code mcludmg the General
ApplIcabIlIty Cntena per SectIOn 3-913
3 The development IS compatIble wIth the surroundmg area and WIll enhance other
redevelopment efforts
CondItIons of Approval
1 That the fmal deSIgn and color of the bUIldmg be conSIstent WIth the conceptual elevatIOns
subffiltted to, or as modIfIed by, the CDB,
2 That all FIre Department reqUIrements be met pnor to the Issuance of any bUIldmg permIts,
3 That the NatIOnal FIre ProtectIOn ASSOCIatIOn (NFPA) 303 standards for "mannas and
boat yards" be met to the satIsfactIOn of the FIre Department pnor to the Issuance of any
bUIldmg permIts,
4 That all Parks and RecreatIon fees be paId pnor to the Issuance of any bUIldmg perrmts,
BRIAN J AUNGST, MAYOR COMMloSlONER
HoYT HAMIlTON, VICE MAYOR-COMMI'>SIONFR WHI1NFY GRAY, CO\I\lISol0t-.1 R
fRANK Hll3BARD, COMMI'iSlONER ~ BII I JONSON, COMMI'>oIOf\fR
"EQUAl EM PI OYMrNT AND AnIRMA1 Ivr AC110N EMP] OYFR"
..
'1
September 28, 2004
Jeff KeIerleber, Page Two
I
5 That dumpster servIce WIth the CIty of Clearwater be arranged pnor to bUIldmg perrmt
Issuance,
6 That the ImgatIOn plan sheet be revIsed to the satIsfactIOn of CIty Plannmg Staff, pnor to any
bUIldmg perrmt Issuance,
7 That all storm water, water, and sewer desIgn standards of the Engmeenng Department be
met pnor bUIldmg perrmt Issuance,
8 TraffIc Impact fees are to be deterrmned and paId pnor to CertIfIcate of Occupancy,
9 That the condoffilnIum plat be recorded pnor to the Issuance of the fIrst CertIfIcate of
Occupancy,
10 That boats moored at the docks be for the exclUSIve use by the resIdents and/or guests of the
condoffilnIums and not be permttted to be sub-leased separately from the condoffilnIums,
11 That covered boat lIfts be prohIbIted (uncovered boat lIfts may be reVIewed at an
admtnIstratIve level proVIded that all reqUIrements of SectIon 3-601 are met),
12 That all applIcable reqUIrements of Chapter 39 of the BUIldmg Code be met related to seawall
setbacks,
13 That floatmg and dock-supported sIgnage be permanently mstalled contatnIng wordmg
warnmg boaters of the eXIstence of protected sea grasses and manatees m the VICInIty, and
14 That the monument SIgn be lIffilted to SIX feet m heIght and be conSIstent WIth the
archItecture and color of the bUIldmg
Pursuant to SectIOn 4-407, an applIcatIon for a bUIldmg perrmt shall be made wIthm one year of
fleXIble Development approval (by September 21,2005) All reqUIred certIfIcates of occupancy
shall be obtatned wIthm one year of the date of Issuance of the bUIldmg perrmt TIme frames do
not change WIth succeSSIve owners The CommunIty Development Coordmator may grant an
extenSIOn of tIme for a penod not to exceed one year and only wIthm the ongmal penod of
valIdIty The CommunIty Development Board may approve one addItIonal extenSIOn of tIme
after the CommunIty Development Coordmator's extenSIOn to InItIate a bUIldmg permtt
applIcatIOn
The Issuance of thIS Development Order does not relIeve you of the neceSSIty to obtam any
bUIldmg perrmts or pay any Impact fees that may be reqUIred In order to facIlttate the Issuance
of any perrmt or lIcense affected by thIS approval, please bnng a copy of thIS letter wIth you when
applymg for any perrmts or lIcenses 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 applIcant or by any person granted party status wIthm 14 days
of the date of the CommunIty Development Board meetmg The fIlmg of an applIcatIOn/nOtIce
of appeal shall stay the effect of the declSlon pendmg the fmal determtnatIOn of the case The
appeal penod for your case expIres on October 5,2004
I'
"
September 28,2004
Jeff KeIerleber, Page Three
If you have any questIOns, please do not hesItate to call MIchael H Reynolds, AICP, Planner ill,
at 727-562-4836 You can access zOnIng mformatIOn for parcels wIthm the CIty through our
websIte www clearwater-fl com
CynthIa H TarapanI, AICP
Plannmg DIrector
S \Planmng Departmenf\C D B\FLEXIlnactive or Fmlshed AppllcatlOns\Bayway 850 Almmar (T) 921 04 CDS - Approved\Bayway 850
Development Order September 28, 2004 doc
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SURVEYOR'S REPORT AND MAP OF SURVEY:
THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER.
LEGAL DESCRIPTION:
PARCEL A:
Lot 12, In BLOCK "0", of BAYSIOE SUBDIVISION NO.6, UNIT "A". according to the map or plat thereof 01
recorded In Plat Book 51, Pagea 48 and 49, Public Recordl of Pinel loa Count" Florida.
AND
Loti 13, 14, and 15, in BLOCK "0", of BAYSIDE SUBDIVISION NO.6, UNIT "C", according to the mop or plat
thereof as recorded in Plat Book 55, Pag.. 19 and 20, Publ Ie Recordl of Pinellas Count" Florida.
TOGETHER WITH
PARCEL B (for lubmerged landl):
A parcel of lover.lgnt, land In Clearwater Harbor, altuated In Section 17, Townlhlp 29 South, Range
Plnellal Count" Florida, being more particularly delcribed 01 followl:
15 East,
Begin at the NW corner of Lot 12, Block D, of BAYSIDE SUBDIVISION No.6, UNIT A, 01 recorded In Plat Book 51,
pogea 48 and 49, of the Public Recorda of Pinellol Count" Florida; thence N8055'OI"W, along the Northerly
extenaion of the Weaterl, line of aald Lot 12, 58.0 feet; thence N8I004'59"E, 40.0 feet; thence N80S5'OI"W,
18.0 feet; thence N8I004'S9"E, 30.0 feet; thence S805S'OI"E, 18.0 feet; thence NSI004'S9"E, 170.0 fe~t to an
Interlectlon with the Northerl, extenllon of the Eaaterl, line of Lot IS, Block D, of BAYSIDE SUBDIVISION No.
6, UNIT C, aa recorded in Plat Book 55, Pagea 19 and 20, of the Public Recorda of Pinel loa County, Florida;
thence S80SS'OI"E along laid extenalon S8.0 feet to the NE corner of .ald Lot 15; thence SSI004'S9"W along the
Northerly line of Lata 12 through 15, Block D, BAYSIDE SUBDIVISION No.6, UNITS C and A, 240.0 feet to the
POINT OF BEGINNING. [SHOWN AS (L) ON MAP OF SURVEY]
ACCURACY:
I. THE ACCURACY STANDARD USED FOR THIS SURVEY, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (6IGI7-6
FAC) , IS "COMMERCIAL/HIGH RISK". THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS I FOOT IN
10,000 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE IS I FOOT IN
66,865 FEET.
2. ALL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE, OR DEVICES WITH EQUIVALENT O~ HIGHER
DEGREES OF ACCURACY.
3. THE FIELD MEASURED VERTICAL CONTROL FOR ELEVATION INFORMATION RELATED TO THIS SURVEY IS BASED ON ,~ LEVEL
LOOP, USING DIFFERENTIAL LEVELING TECHNIQUES. CLOSURE ACHIEVED IS O.OOS AT 0.397 MILE LOOP LENGTi, WHICH
EXCEEDS THE MINIMUM ACCURACY REQUIREMENT CALCULATED AT A ~IMUM MISCLOSURE OF 0.031 FEET.
DATA SOURCES:
I. BEARINGS ARE BASED ON THE NORTH RIGHT-OF-WAY LINE OF BAYWAY BOULEVARD, BEING S8I004'59"W, AND IS SHOWN ON
MAP OF SURVEY.
2. THE PLATS OF "BAYSIDE SUBDIVISION NO. 6 UNIT A", AS RECORDED IN PLAT BOOK 51, PAGES 48-49 AND "BAYSIDE
SUBDIVISION NO.6 UNIT C", AS RECORDED IN PLAT BOOK 55, PAGES 19-20 (BOTH PLATS BEING IN THE PUBLIC RE=ORDS OF
PINELLAS COUNTY, FLORIDA) WERE UTILIZED IN THE PREPARATION OF THIS SURVEY
3. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT.
4. ELEVATIONS ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). CONTROL BENCHMARK USED IS
DESIGNATED "D-3", PID AG0473, LOCATED IN THE MEDIAN OF PARKWAY DRIVE, IN THE VICINITY OF PARKWAY DRIVE AND
BAYWAY BOULEVARD, ELEVATION · 4.49 FEET.
LIMITATIONS:
I. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR / CERTIFIED TO, WILL BE THE RE-USERS SOI.E RISK
WITHOUT LIABILITY TO THE SURVEYOR.
2. THERE MAY BE EASEMENTS AND / OR RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY OR MAY NOT BE FOUND IN THE
PUBLIC RECORDS OF THIS COUNTY.
3. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES WERE PERFORMED BY A FIELJ SURVEY
AND ONLY LOCATED ~~ SHOWN ON THE FACE OF THIS SURVEY ONLY THE UNDERGROUND UTILITIES AND / Oq THEIR
APPURTENANCES WH WERE VISIBLE FROM GROUND LEVEL TO : SURVEYOR ON THE ACTUAL DAY OF THE FIELD SUR~EY WERE
LOCATED. NO EXCAVATIONS OR SUBSURFACE .WORK EFFORTS OF ANY KIND WERE PERFORMED BY THE SURVEYOR TO VE~IFY THE
EXISTENCE OF ANY UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES. THE SURVEYOR MAKES NO GUARANTEE T~AT THE
UNDERGROUNDUT!LITIES AND / OR THEiR APPURTENANCES SHOWN, COMPRISE ALL SUCH UTILITIES IN THE AREA, tiTHER IN
SERVICE OR ABANDONED.
~D DIMENSIONS. THERE MAY BE ITEMS DRAWN OUT 'OF SCALE
4. PRINTED DIMEN. HS SHOWN ON THE SURVEY SUPERSEDE S~
TO GRAPHICALLY SHOW THEIR LOCATION.
5. UNDERGROUND FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED.
6.
IRRIGATION EQUIPMENT AND I OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS OTHERWISE SHOWN HEREON.
7. SHOWN ANYWHERE ON THIS SURVEY, THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF A PROFESSIONAL
OPINION BASED UPON THE SURVEYOR'S BEST KNOWLEDGE, INFORMATION AND BELIEF, AND THAT IT THIS CONSTITUTES NEITHER
A GUARANTEE NOR A WARRANTY.
8. SUBJECT PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE "AE", BASE FLOOD ELEVATION I I, ACCORDING TO THE FLOOD
INSURANCE RATE MAP, MAP NUMBER 12103COI04G, WITH AN EFFECTIVE DATE OF SEPTEMBER 3, 2003. AN ACCURATE ZONE
DETERMINATION SHOULD BE MADE BY THE PREPARER OF SAID MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE
LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS PRIOR TO ANY JUDGMENTS BEING MADE FROM THE
ZONE AS NOTED.
9. ONLY NON-EXOTIC TREES 4 INCHES AND LARGER IN DIAMETER AT BREAST HEIGHT WERE LOCATED AND SHOWN HEREON.
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ABBREVIATIONS LEGEND:
AIR CONDIllONER
= ASPHALT
= BACK OF CURB
= BASE FLOOD ELEVATION
= BACK FLOW PREVENTO~
= BUILDING
= CALCULATED DATA
= CENTERLINE
CONCRETE SLAB
= CURB INLET
= CHAIN LINK FENCE
= CONCRETE
CORRUGATED METAL PIPE
OFFICIAL RECORDS BOOK 8310, PAGE 2172
= DIAMETER
= DUCTILE IRON PIPE
= EDGE OF PAVEMENT
= ELEVATION
"" FIELD DATA
= FINISHED FLOOR
= FOUND IRON ROD
= FOUND NAIL AND DISK
= FIBER OPTIC BOX
= FOUND OPEN END IRON PIPE
= FOUND PARKER KALON NAIL AND DISK
= FOUND PINCHED IRON PIPE
= FOUND X-CUT
= GRATE ELEVATION
= GENERAL TELEPHONE
= INVERT
PARCEL B DATA
LOWEST FINISHED FLOOR ELEVATION
LICENSED BUSINESS
SYMBOLS LEGEND:
= CALCULATED DIMENSION FROM STRUCTURE
TO BOUNDARY / RIGHT-OF-WAY LINE
OAK TREE
= PALM TREE
PINE TREE
BACK FLOW PREVENTOR
CABLE TELEVISION BOX
CABLE TELEVISION PEDESTAL
= ELECTRICAL MANHOLE
ELECTRIC METER
GAS METER
GUY ANCHOR
GRA TE INLET
= FIRE HYDRANT
GAS VALVE
LIGHT POLE
MAIL BOX
= MANHOLE
= MONITOR WELL
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FIR 5/S"
GOUUSH ENG
I RLS 4000
O.45'N
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N81'04'59"E (P,C)
FOP 1-1/2"
BOUNDARY I NCONS I STENC I ES: (POINT OF CURVAlURE)
I. ANY ANGULAR AND / OR DIMENSIONAL DISCREPANCIES BETWEEN THE LEGAL DESCRIPTION(S) AND THE FIELD LOCATED T-
OCCUPATION BOUNDARY CORNERS, AND BOUNDARY CORNERS WITH MULTIPLE BOUNDARY MONUMENTS ALONG WITH THEIR
CORRESPONDING QUADRANT DIRECTIONAL MISSES, ARE SHOWN ON MAP OF SURVEY.
€
APPARENT PHYSICAL USE:
THE SUBJECT PROPERTY IS THE LOCATION OF A MOTEL,
EASEMENTS/RIGHT-OF-WAY:
I. THE RIGHT-OF-WAY INFORMATION FOR BAYWAY BOULEVARD IS FROM THE PLAT OF "BAYSIDE SUBDIVISION NO.6 'JNIT A",
AS RECORDED IN PLAT BOOK 51, PAGES 48-49 AND THE PLAT OF "BAYSIDE SUBDIVISION NO.6 UNIT C", AS RECORDED IN
PLAT BOOK 55, PAGES 19-20. BOTH PLATS ARE IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
PREPARED FOR:
Decade Gulfcoa.t Hotel Partnera, Limited Partnerahlp
CERTIFIED TO:
Decode Gulfcoa.t Hotel Partner.. Limited Partner.hlp
Jeffre, Kelerleber, Prealdent of General Partnerahip, JK Gulfview LLC
SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE:
DANA A. WYLLIE
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 5874
STATE OF FLORIDA
TITLE:
LS
LT
MAS
MES
O/A
OHL
ORB
(P)
PB
PG
POB
POC
PVC
R/W
RCP
RLS
RT
SCO
SEC
SIR
STA
STY
SXC
S/W
TBM
TOB
TOS
TRANS
TRAV
TYP
U/P
UNK
VCP
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= LICENSED SURVEYOR
= LEFT
= MASONRY
MITERED END SECTION
= OVERALL
OVERHEAD LINES
OFFICIAL RECORDS BOOK
PLAT DATA
= PLAT BOOK
PAGE(S)
POINT OF BEGINNING
POINT OF COMMENCEMENT
= POLYVINYL CHLORIDE
= RIGHT OF WAY
= REINFORCED CONCRETE PIPE
= REGISTERED LAND SURVEYOR
RIGHT
SANITARY CLEAN OUT
SECTION
SET IRON ROD 1/2", LB 5776
= STATION
= STORY
SET X-CUT
SIDEWALK
= TEMPORARY BENCHMARK
TOP OF BANK
= TOE OF SLOPE
= TRANSFORMER
= TRAVERSE POINT
= TYPICAL
= UTILITY POLE
= UNKNOWN TREE
= VITRIFIED CLAY PIPE
WOOD FEN CE
= POINT OF ELEVATION
= SIGN
= RECLAIMED WATER METER
= RECLAIMED WATER VALVE
TELEPHONE BOX
SANITARY SEWER ClEANOUT
SANITARY SEWER MANHOLE
= TELEPHONE BOX
= TELEPHONE PEDESTAL
= TRAFFIC SIGNAL BOX
CONCRETE UTILITY POLE
= UTILITY POLE WITH LIGHT
UTILITY POLE
WATER METER
WATER VALVE
= WOOD POST
CLEARWATER
YACHT
. CLUB
BLOCK D
FIR 5/S"
GOUUSH ENG
RLS
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283.86' (F)
284.00' (P)
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BA YSIDE SUBDIVISION
No.6, UNIT A
PB 51, PGS 48-49
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EL - 5.32'
N INV EL = -0.06', 6" VCP
S INV EL = -0.04', 6" VCP
E INV EL = -0.18', 8" vep
W INV EL = -0.18', 8" VCP
BA YSIDE SUBDIVISION NO. 6
UNIT A
PB 51, PGs 48 49
SECTION 17, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CITY OF CLEARWAlER BEACH, PINELLAS COUNTY, FLORIDA
4-"Z3. () f
NO. SHEET INDEX
1 SURVEYORS REPORT, MAP OF SURVEY
ADDITIONS OR DELETIONS TO SURVEY REPORTS
OR MAPS BY ANYONE OTHER THAN THE SIGNING
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REVISION
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FORESIGHT SURVEYORS, INC.
HYDROGRAPmC, LAND & CONSTRUCTION SURVEYING
I4S6I-B ssm STREET NORm, CLEARWATER, FLORIDA 33760
PH. (727) 539.7196 FAX (727) 539-0888 LB No.: 5776
QUALITY CONTROL: DAW DRAWN BY: FTM CHECKED BY: DAW
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1. ENgJNEER/tANDSCAPE ARCHITECT:
KEITH ZAYAC & ASSOCIATES, INC.
101 PHILIPPE P ARKWA Y, SUITE 205
SAFETY HARBOR FL 34695
(727) 793-9888 Bus
(727) 793-9855 Fax
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4"'WHITE TRAFFIC ,,'-:, Q)' .l:f.... 1.:;' " , \ \(W-..-f:..: (I.: """,,I i', ,?\~~r >/r:Z:t~6'{ \',1':' ;~'r" i::;'.... .. \ " " \\ \'!
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R1 1 "$TOPSIG"'N";'" :', "'''/ "XL.'~;k""""'STRIPING" \. '.......,r::.l,;, ':'..,-,.;",:,.:. ---eJ..,....-p,.::;" ,;..,"',"...."A'.':'\',:;;;.\:";.~.,....',:,:" -.'.' .:p"c,-,--"'._ ....."..... \\JI'./ ,.....1"'11.. ...~._... .'1.. "(
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850 BAYWAY BOULEVARD
CLEARWA TER, FL
17/29/15/05058/004/0130
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49'-0" FT FROM BFE TO MIDPOINT OF ROOF
9./S0UD -WASTE....DUMPSTERS WILL BE LOCATED IN PARKING GARAGE
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19. LIGHTING WITHIN PROJECT BOUNDARIES WILL BE ATTACHED TO
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PLAN PACKAGE
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16. THERE ARE NO UTILITY EASEMENTS IDENTIFIED BY THE SURVEY
ON THE PROPERTY.
17. THERE ARE NO ENVIROMENTALL Y UNIQUE AREAS ON-SITE.
18. THE SITE IS LOCATED WITHIN FLOOD ZONE (AE) ELEV. 10.00.
19. SOLID WASTE WILL BE COLLECTED USING ROLL-OUT DUMPSTERS.
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A. TOTAL SITE AREA:
B. TOTAL OPEN SPACE:
C. TOTAL UNITS:
EXISTING:
28,904.00 SF (0.66 AC)
6,969.98 SF (0.16 AC)
26 OVERNIGHT ACCOMIDA TlONS
E. SIDEWALK/DECK/PAVED AREA:
F. TOTAL IMPERVIOUS AREA:
G. PARKING SPACES:
PROPOSED: REQUIRED:
28,904.00 SF (0.66 AC) 10,000 SF
12,281.72 SF (0.28 AC)
13 CONDOMINIUM UNITS 30 UNITS/ACRE
6 OVERNIGHT ACCOMMODATIONS
16,282.65 SF (0.563 ISR) 2,005.28 SF (0.06 ISR) -
21,934.02 SF (0.758 ISR) 16,622.28 SF (0.57 ISR) 0.95 ISR MAXIMUM
38 24 FOR CONDOMINIUM UNITS 20 SPACES FOR CONDOMINIUM &
6 FOR OVERNIGHT ACCOMODATIONS 7 SPACES FOR OVERNIGHT
ACCOMMODA TlONS
H. VEHICULAR AREA:
12,997.33 SF (100%)
795.00 SF
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4. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED
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CITATIONS, AS PROVIDED BY CHAPTERS 40D-4 AND 400-40, F.A.C.
INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION
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1.
CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES. UTILITIES HAVE BEEN OBTAINED
FROM THE CITY OF CLEARWATER UTILITY ATLAS.
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CONTRACTOR SHALL NOTIFY AND COORDINATE WATER
SERVICE WITH CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT.
CONTRACTOR SHALL NOTIFY AND COORDINATE SEWER
SERVICE WITH CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT.
CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL
POWER SERVICE & GAS WITH PROGRESS ENERGY FOR POWER &
FOR GAS CLEARWATER GAS.
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SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION
OF OTHER EXISTING UTILITIES.
SEE GENERAL NOTES SHEET FOR ADDITIONAL UTILITY NOTES.
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INFORMATION DEPICTED REGARDING EXISTING UTILITIES IS
APPROXIMATE AND IS NOT FIELD VERIFIED. PRIOR TO COMMENCEMENT
OF CONSTRUCTION, CONTRACTOR WILL FIELD LOCATE & VERIFY
EXISTING UTILITIES e.g. TYPE OF UTILITY, INVERT, CONDUIT MATERIAL
ECT. AND CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES
AND lOR CONFLICTS.
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UNDERGROUND WATERMAINS AND HYDRANTS SHALL BE INSTALLED, AND COMPLETED
AND IN SEHVICE PRIOR TO CONSTRUCTION AS PER NFPA 241.
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CONTRACTOR SHALL INSTALL FIRE SERVICE FROM EXISTING TAP
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9.
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INSTALL A KNOX KEY BOX FOR EMERGENCY ACCESS AS PER NFPA1, SEC. 3-6
AND INSTALL PRIOR TO BLDG. FINAL INSPECTION.
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THERE SHALL BE CLEARANCES OF 7 1 /2' FRONT/SIDE & 4' FOR FIRE HYDRANTS
PER NFPA-1, SEC. 3-5.6
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FILE
SHEET
6 OF 1 0
ISSUE DATE: 06.30.04
f.
-
-
"'7 Undisturbed Exist Base
8
N
"'w
Trench
Width
Varies
..>e: "-... Undisturbed Trench Side
Compacted ",..v<s:x:
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ASPHALT STREET AND DRIVEWAY
REPLACEMENT REQUIRED FOR
UTILITY CONSTRUCTION
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CONC. WALl<
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HANDICAPPED Sl~S
SEE tIDE)( NO. 118
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RAMP DOWN
SEE1NDEX NO. 108
CONe. WALl<
RAMP DO'Mt
SEE INDEXiiO. 108
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12'-0"
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11W'F1C YMTE
....---11" WIDE TRAFF'IC eWE
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NOTE:
All pavement markings to be thermoplastic.
G
,.r- e" WIDE 11W'F'IC WHIT[
/ S1RIPE ('M'ICAL)
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12'-0"
HANDICAPPED STALL DETAIL
4' Min.
Monolithic Slab
3,000 psi Fiber
Mesh Concrete
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Width
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then replace
to the joint.
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Min.
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CONCRETE REPLACEMENT REQUIRED
FOR UTILITY CONSTRUCTION
1 +/4/2002 ~"'Sh:\' of 2
!lEV. DAlE DESCllPTION
REIf:=BY
CHCI<ED BY
G,L.B.
APfi. Ilt:~. BY
C,M.H.
G.L.8.
!>~
7 /'~2
INDEX NO.
104
1OF1
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
IlESCIlIP'IION
~~.Y
atECkED BY
MoO.
N"P. ~ IIY
sO::
tax NO.
118
201'2
TYPICAL DOUBLE
HANDICAPPED STALL
~
1. Single row of Strawbales or Silt Fence to be placed prior to the start of
rough grading.
2. MAINTENANCE: All erosion and siltration control devices shall be checked
regularly, especially after each rainfall and will be cleaned out and/or repaired
as required. ~
~ LAKE ~
-
--- "--
~-
--- ~
: ~ Preassembled Silt Fence
'/ or Strowbales (optional)
ADJACENT
HOME
ADJACENT
HOME
PROPOSED
FOOTPRINT
I
PROPERTY LINE
Evenly spread straw
from oproxlmately
4-5 strawbales
full width of R/W
(usually 15 feet)
~
'- CURB & GUTIER
~ CITY STREET ~
REV.
1 1'-0" t
~ STANDARD PRE-PAINTED
.,/"" DISABLED PARKING SIGN
~ CD ON l/S" THICK SHEET
· ALUMINUM
-
I"
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.
PARKING BY
DISABLED
PERMIT
ONLY
WHITE BORDER
& SYMBOL
BLUE BACKGROUND
BLACK BORDER
& LETTERS
WHITE BACKGROUND
BLACK BORDER
& LETTERS
WHITE BACKGROUND
$255 FINE
F.S. 318.14
ALL LETTERS
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- . .. I I," - FINISH TOP OF MASS LEVEL
_ -I 11-' I. 1- N WiTH A SLIGHT RAISED WASH
- .,,1 I, ;...;:Z:I\ J: APPROXIMATELY 1/2" ABOVE
- ,.,.I ". '. -I · LEVEL OF TURF/SOD.
4'.1 1:4'
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HANDICAPPED
8" I~
SIGN
FDOT Type S-3 Asph. Cone. patch to
be 2" min. thickness or match existing
for thickness in excess of 2"
~ Patch :;z;1/ Resurface full width of
street on longitudinal
T+2" (8" Min. I- Replace Base -f--I installations
Compacted Thickness) I ' I /
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........~............. .'
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Replacement base ~
approved by the ~
Engineer per City
Article 22 _ 6" 12"
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS ADt.1INISTRATION
ENGINEERING
STREET AND DRIVEWAY
REPLACEMENT FOR
CONCRETE & ASPHALTIC
CONCRETE SURFACES
r EXPANSION JOINT
,
NORMALLY 481
MAXIMUM 50'
STRUCK JOINT -~'"
EXPANSION JOINT -.\
\
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TYPICAL SIDEWALK PLAN
~AL TO SIDEWALK
IN\DTH (6' MAXIMUM)
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EXPANSION JOINT
STRUCK JOINT
STRUCK JOINT
NOTES:
1. SIDEWALKS SHALL HAVE TOOLED EDGES.
2. CONSTRUCllON JOINTS SHALL BE LOCATED AT STRUCK JOINTS OR EXPANSION JOINTS ONLY.
3. EXPANSION JOINTS SHALL BE INSTALLED AS SHOWN AND ALONG EDGE ABUTTING CURB.
4. EXPANSION JOINTS SHALL CONSIST OF CONllNUOUS 1/2" BITUMINOUS EXPANSION STRIP, AS SHOWN.
CONCRETE SIDEWALK
CONSTRUCTION DETAIL
NTS
2"x2" stakes
2' In the ground
Wire Tie
Bales butted
tightly together ~("il.'
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STRAWBALE SILT BARRIER
~owl
I (Slit Stop
Post "'-. !-J
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Backfill ~ 1 ' -
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Soil v ~ -"~:;.:~~~~ _y T .\,- _
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RECOMM EN DED ~....~~~.>.::"';~~rtl.~"&~,~.o;.~r.'-::'-~~~:;.~
TOE -IN . """"I~\!'i,~ r~ tl. "~l"~....:y':.,~iY::rt~~~~t!""
" .-1,..,.,,-: ."v ~
PREASSEMBLED SILT FENCE
DAlE
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
SINGLE FAMILY HOME 2~~'9S
EROSION CONTROL DETAIL INDEX NO.
TEMPORARY STRAWBALE 603
REDRAWN BY
PWO
CHECKED BY
MO
APP D~SlDNED BY
. RJI.1
DESCRIPTION
1 OF 1
2" HOT DIPPED GALVANIZED
STANDARD WEIGHT STEEL PIPE
Ol
.
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
DET AIL
12/88
DAlE
~~~ BY
".0. CHECkED BY
".0.
N"P. ~,~ED BY
~}E
5/'99
"DEl( NO.
119
101'1
1
!lEV.
Updated FIne
DESalIP1IClH
TYPICAL HANDICAPPED
SIGN DETAIL
14
VARIES
1/4 · / FT. MIN. _ EXPANSION JOINT \
'.!>,~',~'.!>,"';,'~'.!> ~,~,.!>v ~,~,.!>~,., v.....", v , v I--'
ID 'O'I>'~ ,0'/>'.' '01""" I ,01>,0 OP, D'O't;. 0
'4.' DI />-.,0/>'0,0'/>.' 0'/>'- 0'-"
. 4 . , . 4 . , ." . , . A . , 0' '., ~ t 0 ,a'
'A~' 'd~' -4-
4" CONCRm SIDEWALK
(PORTlAND CEMENT CONCRm, CLASS 1 W/ F1BERMESH)
j. SIDEWALK TO BE MINIMUM 4" THICK CONCRETE. (S" MINIMUM AT DRIVEWAYS)
2. SIDEWALK TO HAVE 1 /2" RADIUS TOOLED EDGES.
3. CONTRACTION JOINTS TO BE A MINIMUM OF 1 1/2" AND AT INTERVALS SPECIFIED BY FOOT.
4. EXPANSION JOINTS ARE REQUIRED BETWEEN SIDEWALKS AND CURBING, DRIVEWAYS AND ALL
FIXED OBJECTS AND A T INTERVALS SPECIFIED BY FOOT.
5. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" X 6" BITUMINOUS EXPANSION
STRIP.
S. MINIMUM CROSS SLOPE 1/4" TO 1'-0", MAXIMUM 1/2" TO 1'-0", OR AS DIRECTED BY THE
ENGINEER.
7. AREA UNDER PROPOSED SIDEWALKS TO BE COMPACTED PER FOOT STANDARD
SPECIFICATIONS 128-9.2
8. DISTURBED AREAS TO BE SODDED AS DIRECTED BY THE ENGINEER UNLESS INDICATED
OTHERWISE.
9. SIDEWALK TO HAVE BROOM FINISH.
10. CONCRm SHALL BE CURED PER FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION, SECTION 520-8
SIDEWALK TYPICAL SECTION
NTS
4" Drop at All Drives
Su rface
o ~ ~ ~::/: ~ ~
/' --> t >-~ ':;'-:;':;' -L
~ Ol ~/ ::~::~: '\. x x x x X X X
"0 C ,:-::'::":.1
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n::: 0 ,...........-- Base
::-" 0.. /: .~.::..:.
~ i;; ~ :;::;::~:j.
.-- ",V /))'): :t:::::~: t d
''>! // ............. . . Compac e . . . .
~ . II . . 7" '1' . . Sub grade . . . .
~. 9. .. .. '"'~,~,~,~,
> . . .'. . . .1. ~'0')>/}YhY^
~~....... .K~
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/, / /;',' / /\f / /::.( / /" / /-
STRAIGHT CURB
ORfGINAL
FILE
NOTES:
1. There shall be a 1/2" seal Joint I.Jdween
back of curb and driveway.
2. Concrete in curbs shall be 3000 psi, with
fiber mesh reinforcing,
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS ADMINISTRAnON
ENGINEERING
1 4/1/02
REV. DAlt
llEDRAWN BY
No'l'O
1t.G. CHECkED BY
W.J.S.
N"P. IDE: BY
TYPICAL CURB CROSS
SECTIONS
p~~
2/'111
INDEX NO.
101
1 OF 2
lteY. Nom
IlE9CIllPTICIl
<C
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MJ X SLIP
STAND PIPE
DETAIL
n. t.s.
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SERVICE CONNECTION DETAIL
NOTES:
1. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.O.W.. APPROX. 4 FT. BACK OF CURB
UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER.
2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE
SHEET NO.3). THESE SERVICES TO BE CONSISTENT WITHIN THE SUBDIVISION. DRIVEWAYS
SHALL NOT BE BUILT OVER METERS.
3. ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR 0 150 P.S.I.)
UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE
TESTING and CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES.
4. TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES.
5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4" PVC MAINS. SADDLE IS
REQUIRED FOR 2" SERVICE CONNECTIONS TO 6ft and LARGER PVC MAINS. LARGEST SERVICE
CONNECTION TO A 4" MAIN IS 1 1/2" and LARGEST TO ANY MAIN IS 2".
6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36".
E
~
....
....
I
~
lQ
1:1'
~
Threaded Corporation Stop
MUELLER H15008
or approved equal
(Tap at 45- Angle)
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See Note 5
~.:'.::-.
~~:, :;.~:
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--=--
\
Saddle shall have double
stainless steel straps
with epoxy coated
ductile iron body.
Water Main
r Curb Stop
/ MUELLER H14350 with Lock Wing and
~ Compression inlet or approved equal
-.
Water Service Tubing
Driscopipe 5100 or EndotjYardley
Blue Jet, SDR 9, 3408 Polyeth}'1ene
CITY OF CLEARWATER FLORIDA
PUBILlC WORKS ADMINISTRATION
ENGINEERING
1 12/22/94
REV. DAlE
REV. WA'IER SDMCE
lUBIlG TYPE
DE8CRlP1lON
REDRA\lfi IV
B.V.D.
GCH lHa<ED BY
AI"P. DESIGNED BY
WATER MAIN SERVICE
CONNECTION DETAIL
I.... 11 ,_
~~
10f"3
5 /8"
Min. 4 Required
II
Pick Hole 7 ~
1-1/4"117 'i"
t>-- R W -4~
<v CCD /'
'-J ~
uSANITARY-;o
DCCDDD
rLS EWE R D
C CCD C
DF' L ~C
Non Skid
Pattern
Required
\
RING - HALF PLAN
/
Required-
II
<'I
L-
a
36"
II
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I
.....
~ 23" ~
21"
I Machined Surface / I
'i I
/~ ~""
II
I'
SOLID COVER
I
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Machined Surface
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,
RING - SECTION
Minimum Weight 7" 232 Ibs.
9" 278 Ibs.
SOLID COVER SECTION
Minimum Weight 128 Ibs.
NOTES
1. Where roadway base is 8" or thicker use 9" ring,
all other cases 7" ring is permissible.
2. Manufacturers model of storm ring and cover to
be approved by City Engineer.
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
IMDlAl1N IV .~~
I N~ 8~
1 d.._ lHa<ED IV SANITARY SEWER 1NIlj:lC.l40.
.,-,... DeIIled.... 2":5 ....... w....s. MANHOLE COVER -'In
REV. DAlE DESCRIP'IION AI"P. I~ .V 1 OF 2
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Top View
Ford Meter Flange
Approved Backflow *
Prevention Device (Flanged)
Ford Angle
Valve (Flanged)
Flow ~ ~
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L-
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12"
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TYPICAL SINGLE DEVICE 1 1/2" and 2" MODELS
NOTE:
Device must be Installed level.
* APPROVED R.P. DEVICES
Hersey-Beeco Model FRP II
Watts Model 909 or 009
Conbraco 40200
~U:L18F W~'ifK,\R~tTJI~ls~~~g~
ENGINEERING
~'IV TYPICAL METER SETS WI or~...
lHa<ED BY BACK FLOW PREVEN TERS ~ /00
1 1/2 and 2 MODELS
~. I~~DIY 2~5
* APPROVED DOUBLE-CHECK VALVES
Hersey-Beeco Model FDC
Watts Model 709 or 007
Conbraco 40100
REV. DAlE
IlDCRPlJON
P.V.c.
PIPE
RESTRAINT
THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS:
1. BEND - INLET AND OUTLET
2. TEE - OUTLET BRANCH
3. OFFSETS - INLET AND OUTLET
4. CAPS
5. PLUGS
6. DEAD ENDS
7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS
I---- L ---I ~ Megalug Restroiner (Typ.)
.....
'l.
~
(~
II .
WI>>U>
Ebba 1500 Series (Typ.) ~
ON ALL TEES. A MININUM OF 5' SHALL BE
RESTRAINED ON EACH RUN LEG
L - MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft.)
FIGURES BASED ON 30" DEPTH BURY, 150 PSI TEST PRESSURE.
8" PVC MAXIMUM SIZE USED IN SYSTEM
NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE
BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT
BETWEEN PIPE JOINTS SHALL BE BY EBB A IRON SERIES 1500
RESTRAINERS.
NOM.
PIPE
SIZE
4
6
8
ELBOWS (deg.)
11.25 22.50 45 90
2 4 9 21
3 6 12 29
4 8 16 38
VALVE
TEES
BRANCH
28
47
66
THRUST
RESTRAINING
9 11,__
~~
101'2
DEAD
END
46
65
85
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
~~DIY
CHXll<ED BY
~. ~1l...BY
REV. DA1I
DEICIlIP1lllN
Cleanout Plug
I
~
LI" 9 5/8" -I
~/////~
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A:iI .,....... -'.cv_
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II
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1 r
8"
Sewer Main ~
13 1/2"
CLEANOUT DETAIL
CLEANOUT PLUG DETAIL
N.T.S.
N.T.S.
NOTE: Cleanout plug to be
U.S. Foundry 7621
or equal.
CITY OF CLEARWATER. FLORIDA
ENGINEERING DEPARTMENT
llWft~:' IIY STANDARD 11'8lf/9E
~_IIY CLEAN OUT INDEX t<<).
W.J.S. (Sanltarv)-304
~. T.C.J. 1 II" 1
REV. DAlE
DESalPllClN
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Ball Valve ~ii I (Typ.) -""""L/ Preventer t
>--... I. .rlr l' n III. .1
--.. "=' ---...
90. Brass Ell
-
Flow
"-- Tapped Flange
"-- Ball Valve
.
90. Brass Ell
BYP ASS DETAIL
Approved Backflow
! Preventer *
Resil1ent Seat r Plate Strainer Resilient Seat
OS Be Y Valve ~. / OS Be Y Valve
Flanged Tee ~ ,* / t:~::::::J ./ Flanged Tee
Flanged 90. Bend----..... ~ 'O'"~m =. =. ^~ !: ~ ~Flan9od 90" Bend
( ,mO 0 o~[ ~ 11~lo 0 ~ ,,/ Unlflange
I=~ Meier I I;=~~
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Flow
TYPICAL COMPOUND WATER METER SET
NOTE:
1. 0 S & Y Valve Handles will be Chained and Locked.
2. Meter Sets will be Pointed After Installation.
3. Bypass Pipe & Fittings Shall be Threaded Brass.
n.t.s.
* APPROVED R.P. DEVICES
Hersey-Beeco Model 6CMI
Ames 5000 5S
Watts Model 909 or 009
Conbraco 40200
* APPROVED DOUBLE-CHECK VALVES
Herssy-Beeco Model No.2
Ames 2000 SS
Watts Model 709 or 007
Conbraco 40100
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL COMPOUND
WATER METER SET
90' RISE
~'IV
CHEa<t:Il BY
REV.
DESalPllClN
AI"P. IDaMlEP BV
DAlE
TYPICAL VALVE SETTING
n.t.s.
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When Valve Occurs in Roadway. ~
set Base on 10-Common Brick.
J \~,
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Mech. Joint Valve J "'-
Restraining
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10
.
Water Main
FILE
Joint
ORIGINAL
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL VALVE
SETTING
CROSS SECTION
REIlAA,," IV
B.V.D.
CHEa<t:Il BY
REV. DAlE
AI"P. ~H~v
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1 A" PALM
12" PALM
12" PALM
14" PALM
4" OAK
12" PALM
13" PALM
6"OAK
1 A" PALM
10" PALM
1 0" PALM
9" PALM
9" PALM
9" PALM
12" PALM
14" PALM
8"OAK
5"OAK
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13" PALM
14" PALM
228" TOTAL
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PLANT LIST
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t~ :".l., .', S!
12 AR Washington RObusta, Mexican Washington Palm, 10'-12' C.T.H.
9 PC Phoenix Canarlensis, Canary Date Palm, 10'-12' C.T.H.
22 IC Cupressus Sempervirens "Glaucs", Italian Cypress, 5 GAL. (6' HT.)
179 IV lIex Vomitoria, Schillings Holly, 3 GAL. (Z HT.) 30"-36" a.c.
45 RI Raphiolepis Indica, India Hawthom, 3 GAL.
159 VS Viburnum Suspensum, Sandankwa Viburnum, 3 GAL. (2' HT.) 36" a.c.
147 HR Hibiscus Rosa, Sinensis Hibiscus, 3 GAL. (2' HT.) 30"-36" a.c.
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GRAPHIC SCALE
20 0 to 20
~I'
( IN FD:T )
1 inch = 20 ft.
40
I
GENERAL LANDSCAPE NOTES
1 .
The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum
plant growth.
All recommended trees and plant materials will be graded as Nursery Grade No. 1 or better as outlined by the Florida
Department of Agriculture and Consumer Services, Division of Plant Industry "Grades and Standards for Nursery Plants",
7th Edition, 1998 as revised from time to time.
2,
3.
All pltmting shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved practices,
4.
All plants shall be fertilized with Agriform 20-10-5 tablets as per the manufacturers specifications in conjunction with
note # 5.
5.
The planting soil shall be the approximate proportions as follows: 50% sand and 50% organic material consisting of
native peat, well-decomposed sawdust, leaf mold and top soil. It shall provide a good pliable and thoroughly mixed
medium with adequate aeration, drainage and water-holding capacity. It shall also be free of all extraneous debris,
such as roots, stones, weeds, etc.
6.
All planting areas shall receive a 3" layer of recycled hardwood log mulch, which is to be watered-in after installation.
7.
The plant materia I schedule is presented for the convenience of the Landscape Contractor.
between the pial'll and the plant key, the plan shall prevail.
In the event of a discrepancy
8,
Plants shall meet size, container, and spacing specifications.
and replaced at the contractor's expense.
Any material not meeting specifications shall be removed
9.
10.
All tree and shrub locations are subject to change.
prior to planting.
The Landscape Contractor shall be responsible for examining fully both the site and the bid documents. Discrepancies
in the documents or the actual site conditions shall be reported to the City Project Manager
in writing at the time of bidding or discovery. No account shall be made after contract completion for failure to report
such condition, or for errors on the part of the Landscape Contractor at the time of bidding.
All locations shall be approved by the City
11.
The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to perform
the work set forth in this plan set and the specifications.
Plant material shall be bid as specified unless unavailable, at which time the Landscape Architect
will be notified Iby in writing of intended changes.
Any and all questions concerning the plan set and/or specifications shall be directed to the Landscape Architect
at (727) 793-9888
There shall be no additions, deletions or substitutions without the written approval of the owner.
The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) months from final
acceptance by the owner.
All dimensions to be field-checked by the Lar,dscape Contractor prior to landscape material installation, Discrepancies shall
be reported immediately to the owner.
All materials must be as specified on the landscape plan. If materials or labor do not adhere to specifications, they will
be rejected by the City Project Manager with proper installation carried out by Landscape Contractor at no additional cost.
All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications.
12.
13.
14.
15.
16.
17.
18.
19.
No contractor identification signs shall be permitted on the project, except for the project information signs.
20.
Existing sod shall be removed as necessary to accomodate new plantings.
Any existing areas that are disturbed during it'e landscape installation shall be resodded to
match existing.
The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all debris
generated during the installation of this project.
23.
All areas disturbed within right of way shall be sodded.
IRRIGA TION
NOTES
1.
A low volume irrigation system, that provides 100% coverage to all proposed
plantings, will be designed and installed by the Contractor.
2.
The proposed Irrigation System must meet or exceed all applicable City code
requirements. (i.e., Back Flow Prevention, Automatic Rain Shutoff Device, etc...)
Irrigation shop drawings must be submitted and approved by the City prior to the
development order .
Irrigation system must be inspected and accepted by City Project Manager
prior to installation of mulch. Irrigation must meet citie code section 3-1203,C
to provide 100% coverage, and include a rain sensor and timer.
5. Irrigation as-built drawings, which accurately and clearly identify all modifications
&/or substitutions, must be submitted prior to final inspection and acceptance.
3.
4.
6. The existing 5/8" water meter will be utilized for this Irrigation System.
7. The Landscape Contractor must coordinate the placement and power supply for the
irrigation control timer with the General Contractor,
8. The following irrigation system components will be utilized, per each manufacturers'
specifications.
Toro-Netafim TechLine Self Cleaning, Pressure-Compensating Emitter Line
HARDIE - Raindial 6 Station Outdoor Control Timer
Richdale - 214APR 1" Electric Valve
Amtec - 10" R,ound Valve Box.
FERTILIZA TION
SHRUBS AND TREES,
All trees and shrubs shall be fertilized with "Agriform" 20-15-5 planting
tablets at time of installation and prior to completion of pit
backfilling. Tablets shall be placed uniformly around the root mass at
a depth that is between the middle and bottom of the root mass.
APPLICATION RATE:
1 Gallon can:
3 Gallon can:
5 Gallon can:
7 Gallon can:
1
2
3
4
21 gram tablet
21 gram tablets
21 gram tablets
21 gram tablets
3 - 21 gram tablets
7 - 21 gram tablets
each 1/2" of caliper
FILE
Trees:
Palms:
GROUNDCOVER AREAS
All groundcover are<lS shall receive fertilization with "Ozmocote"
time release fertilizer as per manufacturer's specifications.
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Gillett Associates
ARDT GROUP
INCORPORATED
Architecture. Planning
Sarasota · Miami · London
1543-101 Second Street
Sarasota, Florida 34236
941-957 -4477
941-957-4151 Fax
dd@gillettardt.com
AA0002317 : AR0007496
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II
THESE DOCUMENTS ARE INSTRUMENTS
OF PROFESSIONAL SERVICE AND MAY
NOT BE COPIED OR USED IN ANY FASHION
EXCEPT WITH THE PERMISSION OF THE
ARCHITECT AND MAY ONLY BE USED
FOR THE REFERENCED PROJECT IN
ACCORDANCE WITH FEDERAL COPYRIGHT
LAW.
D ATE: AUGUST 25, 2004
@ Copyright 2004
SCALE: 1" = 10'-0"
RENDERING
SHEET NUMBER:
s..t CoPY
Ava'lable
COVER
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ALM INAR
RESIDENCES ~ SUITES
BUILDING AREA TABULATIONS
SPACES ENCLOSED BLDG TERRACE
TOWER: AREA (SF) GROSS AREA (SF)
- -
(f) PARKING LEVEL 1 30 14,/& 11 0
LOADING ZONE 1
<[ TYPICAL LEVEL 2 10,610 3,311
ill TYPICAL LEVEL 2 ~,/& 00 3,311
TYPICAL LEvEL 3 11,210 2,210
OC PENT~OUSE LEVEL 1:; 11,210 2,/& 80
-<[ UNITS RESIDENCES ~OTEL
TYFICAL LEvEL 2 3 2
TYPICAL LEvEL 2 2 2
TYPICAL LEVEL 3 3 2
FENT~OUSE LEVEL 1:; 1:; 0
13 /&
FLORIDA BUILDING CODE: 2001 EDITION
INCLUDING T~E FLORIDA ACCESSIBILITY CODE
NFFA 101, LIFE SAFETY CODE, 2000 EDITION FRIMARY C~APTER 3" NEW AFT BLDGS
OCCUPANCY CLASSIFICATION
ENCLOSED BUILDING AREA
TERRACE AREA
TOT AL BUILDING AREA
RESIDENTIAL ~IG~RISE
1:;1,301 SF.
11,1:;84 S.F
/&8,8~1 S.F.
Gillett Associates
ARDT GROUP
INCORPORATED
Architecture. Planning
Sarasota · Miami · London
OCCUFANT LOAD :
ELEvATION 1ST FLOOR:
FLOOD ZONE:
BUILDING ~EIG~T:
APT PORTIONS - 200 SF FER PERSON GROSS
ELEV. 1.0' NGVD
(AE) ELEV. 10.0'
48'-0" ABOVE BASE FLOOD ELEV.
PLUS 1/&'-0" OVER RUN FOR ELEVATORIMEC~ WIT~ TURIT LOOK.
TOTAL BUILDING ~OTEL SUITES UNITS:
TOTAL BUILDING RESIDENTIAL UNITS:
TOTAL ENCLOSED 6UILDING AREA:
TOTAL TERRACE 6UILDING AREA:
TOT AL OCCUPANT LOAD:
11,1:;84 SF
/& UNITS
13 UNITS
1:;1,301 SF.
1543-101 Second Street
Sarasota, Florida 34236
941-957-4477
941-957-4151 Fax
dd@gillettardt.com
1:; STORIES PLUS ROOP AND ELEvATOR MEC14ANICAL LEvEL
MAX. BUILDING ~T 6Y CODE: 100' A60VE 6ASE FLOOD ELEV.
TYPE II
SEE STRUCTURAL PLANS 6Y O.E. OLSEN" ASSOC.
DETERMINED 6Y T~E PROVISIONS OP ASCE 1
(1/&06.1.1 FBC)
FULL Y FIRE SPRINKLERED BLDG. PER SCCINFPA101 (30-3':;)
FULL Y FIRE ALARM PROTECTED 6LDG. PER SCCINFPA101 (30-3.4)
TYPE OP CONSTRUCTION:
ALLOWA6LE FLOOR LOAD:
DESIGN WIND LOADS:
1 SPACES (INCLUDING 1 ~C)
23 SPACES (INCLUDING 1 GUEST)
~OTEL PARKING:
CONDO PARKING:
UNIT EXIT ACCESS: TWO REMOTE EXIT STAIR TOWERS ARE SMOKEPlROOP TOWERS
OFF A 1 ~R FIRE RATED EGRESS CORRIDOR FER F6C 1001:;.1:;
BAY WATERWAY
AA0002317 : AR0007496
-~-
FILE
II
THESE DOCUMENTS ARE INSTRUMENTS
OF PROFESSIONAL SERVICE AND MAY
NOT BE COPIED OR USED IN ANY FASHION
EXCEPT WITH THE PERMISSION OF THE
ARCHITECT AND MAY ONLY BE USED
FOR THE REFERENCED PROJECT IN
ACCORDANCE WITH FEDERAL COPYRIGHT
LAW.
OR\G\NAL
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@ Copyright 2004
SCALE: 1" = 10'-0"
LOAD ING ZONE
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PROPOSED GRADE
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PROPOSED INLET TOP
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SILT FENCE
PAVING, GRADING AND DRAINAGE NOTES:
- '1/
1.
SEE GENERAL NOTES SHEET AND DEMOLITION FOR EROSION AND SILTATION
CONTROL ALONG WITH GENERAL NOTES.
2.
SEE SITE PLAN/HORIZONTAL CONTROL SHEET FOR SITE DATA.
SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH
MARK (TBM) LOCATIONS.
THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED
IN THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL
PREPARED BY THE FLORIDA BOARD OF BUILDING CODES AND STANDARDS.
3.
4.
5.
ACCORDING TO F.I.R.M COMMUNITY PANEL # 12103C0104G
THE SITE IS LOCATED IN FLOOD ZONE "AE" (ELEV 11)
6.
ALL DISTURBED AREAS WITH IN R-O-W SHALL BE SODDED.
EROSION CONTROL MEASURES NOTE:
REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE
BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE
CITATIONS, AS PROVIDED BY CHAPTERS 400-4 AND 400-40, F.A.C.
INITIA TION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION
373.129, F.A.C., CAN RESULT IN A PENALTY NOT TO EXCEED $10,000
PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS
CONSTITUTING A SEPARATE OFFENSE.
\\
BUILDING FACE
SODDED TREATMENT POND
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Sarasota · Miami · London
1543-101 Second Street
Sarasota, Florida 34236
941-957 -4477
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ARDT GROUP
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Sarasota · Miami · London
1543-101 Second Street
Sarasota, Florida 34236
941-957-4477
941-957-4151 Fax
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THESE DOCUMENTS ARE INSTRUMENTS
OF PROFESSIONAL SERVICE AND MAY
NOT BE COPIED OR USED IN ANY FASHION
EXCEPT WITH THE PERMISSION OF THE
ARCHITECT AND MAY ONLY BE USED
FOR THE REFERENCED PROJECT IN
ACCORDANCE WITH FEDERAL COPYRIGHT
LAW.
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D ATE: AUGUST 25, 2004
@ Copyright 2004
SCALE: 1" = 10'-0"
EAST ELEVATION
ORIGINAL
FILE
SHEET NUMBER:
A3.04
- -
Ii
SODDED TREATMENT POND
WOODEN DECK WITH
SUPPORTS
T.O.B. ELEV=5.0
BOTTOM EL. = 3.50
POND CROSS SECTION A-A
NTS
STORMWATER TREATMENT POND
T.O.B.=5.00
BOTTOM ELEV=3.50
OVERFLOW ELEV=4.80
MES INV=3.50
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GRAPHIC SCALE
10 0
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( IN FEET )
1 inch = 10 ft.
LEGEND
TYP
TYPICAL
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PROPOSED GRADE
EXISTING GRADE
X
^VV'v
EXISTING TREE TO BE REMOVED
SILT FENCE AND FLOATING
TURBIDITY BARRIER
PAVING, GRADING AND DRAINAGE NOTES:
1.
SEE GENERAL NOTES SHEET AND DEMOLITION FOR EROSION AND SIL TA TION
CONTROL ALONG WITH GENERAL NOTES.
2.
SEE SITE PLAN/HORIZONTAL CONTROL SHEET FOR SITE DATA.
3. SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH
MARK (TBM) LOCATIONS.
4. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED
IN THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL
PREPARED BY THE FLORIDA BOARD OF BUILDING CODES AND STANDARDS.
3.0FT WEIR NOTCH
@ ELEV=4.80 IN TOP OF WALL
, FLOA TlNG TURBIDITY
\,,(BARRIER
RECONSTRUCT TOP OF EXIST.
\ SEAWALL TO ELEV='5.00
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TEMPORARY SILT FENCE
LOCATION (TYP.)
5. ACCORDING TO F.I.R.M COMMUNITY PANEL # 12103C0102G
THE SITE IS LOCATED IN FLOOD ZONES "AE" (ELEV 11)
6. ALL DISTURBED AREAS WITH IN R-O-W SHALL BE SODDED.
EROSION CONTROL MEASURES NOTE:
REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE
BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE
CITA TIONS, AS PROVIDED BY CHAPTERS 40D-4 AND 40D-40, F.A.C.
INITIA TION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION
373.129, F.A.C., CAN RESULT IN A PENALTY NOT TO EXCEED $10,000
PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS
CONSTITUTING A SEPARATE OFFENSE.
WOODEN DECKING
ELEV=5.75
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ORIGINAl DATE 01.20.04
SHEET
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ISSUE DATE: 05.28.04
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911 PALM
9" PALM
911 PALM
1211 PALM
1411 PALM
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18 AR Washington Robusta, Mexican Washington Palm, 10'-12' C.T.H.
9 PC Phoenix Canariensis, Canary Date Palm, 10'-12' C.T.H.
1 W L1gustrum Japonlcum, Southern Wax Privet, (8' HT.) Multi-Trunk
21 Ie Cupressus Sempervirens "Glaucs", Italian Cypress, 5 GAL. (6' HT.)
159 IV lIex Vomltorla, Schillings Holly, 3 GAL. (2' HT.) 30"-36" O.C.
85 RI Raphlolepis Indica, India Hawthorn, 3 GAL.
159 VS Viburnum Suspensum, Sandankwa Vibumum, 3 GAL. (2' HT.) 36" O.C.
135 HR Hibiscus Rosa, Sinensis Hibiscus, 3 GAL. (2' HT.) 30"-36- O.C.
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( IN FEET )
1 inch = 20 ft..
40
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GENERAL LANDSCAPE NOTES
1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum
plant growth,
2. All recommended trees and plant materials will be graded as Nursery Grade No. 1 or better as outlined by the Florida
Department of Agriculture and Consumer Serv;ces, Division of Plant Industry "Grades and Standards for Nursery Plants",
7th Edition, 1998 as revised from time to time.
3. All planting shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved practices.
4. All plants shall be fertilized with Agriform 20-10-5 tablets as per the manufacturers specifications in conjunction with
note # 5.
5. The planting soil shall be the approximate proportions as follows: 50% sand and 50% organic material consisting 'of
natilJe peat, well-decomposed sawdust, leaf mold and top soil. It shall provide a good pliable and thoroughly mixed
medium with adequate aeration, drainage and water-holding capacity. It shall also be free of 011 extraneous debris,
such as roots, stones. weeds. etc.
6. All planting areas shall receive a 3" layer of recycled hardwood log mulch, which is to be watered-in after installation.
7. The plant material schedule is presented for the convenience of the Landscape Contractor. In the event of a discrepancy
between the plan and the plant key. the plan shall prevail.
8. Planb shall meet size, container. and spacing specifications. Any material not meeting specifications shall be removed
and replaced at the contractor's expense.
9. All tree and shrub locations are subject to change. All locations shall be approved by the City
prior to planting.
10. The Landscape Contractor shall be responsible for examining fully both the site and the bid documents. Discrepancies
in the documents or the actual site conditions shall be reported to the City Project Manager
in writing at the time of bidding or discovery, No account shall be made after contract completion for failure to report
such condition, or for errors on the part of the Landscape Contractor at the time of bidding.
11. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to per~orm
the work set forth in this plan set and the specifications.
12. Plant material sholl be bid os specified unless unavailable, at which time the Landscape Architect
will be notified by in writing of intended changes.
13. Any and all questions concerning the plan set and/or specifications shall be directed to the Landscape Architect
at (727) 793-9888
14. There shall be no additions, deletions or substitutions without the written approval of the owner.
15. The Landscape Contractor shall guarantee. in writing, plant survivability for a period of twelve (12) months from final
acceptance by the owner.
16.
All dimensions to be field-checked by the Landscape Contractor prior to landscape material installation. Discrepancies shall
be reported immediately to the owner.
All materials must be as specified on the landscape plan. If materials or labor do not adhere to specifications. they will
be rejected by the City Project Manager with proper installation carried out by Landscape Contractor at no additional cost.
17.
18.
All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specificaUons.
k
No contractor identification signs shall be permitted on the project, except for the project information signs.
19.
20,
Existing sod shall be removed as necessary to accomodate new plantings,
21.
Any existing areas that are disturbed during the landscape installation shall be resodded to
match existing.
The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all debris
generated during the installation of this project.
All areas disturbed within right of way shall be sodded.
IRRIGATION NOTES
1. A low volume irrigation system, that provides 100% coverage to 011 proposed
plantings, will be designed and installed by the Contractor.
2. The proposed Irrigation System must meet or exceed all applicable City code
requirements. (i.e.. Back Flow Prevention, Automatic Rain Shutoff Device, etc...)
3. Irrigation shop drawings must be submitted and approved by the City prior to the
development order .
4. Irrigation system must be inspected and accepted by City Project Manager
prior to installation of mulch. Irrigation must meet citie code section 3-1203.C
to provide 100% coverage, and include a rain sensor and timer.
5. Irrigation as-built drawings. which accurately and clearly identify all modifications
&/or substitutions, must be submitted prior to final inspection and acceptance.
6. The existing 5/8" water meter will be utilized for this Irrigation System.
7. The Landscape Contractor must coordinate the placement and power supply for the
irrigation control timer with the General Contractor.
8. The following irrigation system components will be utilized. per each manufacturers'
specifi<:ations.
Toro-Netafim TechLine Self Cleaning, Pressure-Compensating Emitter Line
HARDIE - Raindial 6 Station Outdoor Control Timer
Richdale - 214APR 1" Electric Valve
Amtec - 10" Round Valve Box.
FERTILIZA TION
SHRUBS AND TREES
All trees and shrubs shall be fertilized with "Agriform" 20-15-5 planting
tablets at time of installation and prior to completion of pit
backfilling. Tablets shall be placed uniformly around the root mass at
o depth that is between the middle and bottom of the root mass.
APPLICATION RATE:
1 Gallon can:
3 Gallon can:
5 Gallon can:
7 Gallon can:
1
2
3
4
21 gram tablet
21 gram tablets
21 gram tablets
21 gram tablets
3 - 21 gram tablets
7 - 21 gram tablets
each 1/2" of caliper
Trees:
Palms:
GROUNDCOVER AREAS
All groundcover areas shall receive fertilization with "Ozmocote"
time release fertilizer as per manufacturer's specifications.
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THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER.
LEGAL DESCRIPTION:
PARCEL A:
A/C
ASPH
B/C
BFE
BFP
BLDG
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CIS
CI
CLF
CONC
CMP
(D)
DIA
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LB
Lot 12, in BLOCK .D., of BAYSIDE SUBDIVISION NO.6, UNIT .A., according to the mop or plat thereof GI
recorded in Plat Book 51, Pages 48 and 49, Public Records of Plnellos County, Florida.
AND
Lots 13, 14, and IS, In BLOCK .D., of BAYSIDE SUBDIVISION NO.6, UNIT .CN, according to the map or plat
thereof as recorded In Plat Book 55, Pages 19 and 20, Public Recorda of Plnellas County, Florida.
TOGETHER WITH
PARCEL B (for submerged lands):
A parcel of sovereignty land In Clearwater Harbor, situated in Section 17, Township 29 South, Range 15 East,
Pinel 10. County, Florida, being more particularly described aa followa:
Begin at the NW corner of Lot 12, Block D, of BAYSIDE SUBDIVISION No.6, UNIT A, as recorded in Plat Book 51,
Pages 48 and 49, of the Public Records of Plnellas County, Florida; thence N8055'OI.W, along the Northerly
extension of the Westerly line of said Lot 12, 58.0 feet; thence N8I004'59.E, 40.0 feet; thence N805S'OI.W,
18.0 tut.; thenoe N8I004'59.E, 30.0 ttlt; th.nce S8oee'O,NE, 18.0 ttlt; thence N8I004'59NE, 170.0 "'1 to an
Intersection with the Northerly extension of the Easterly line of Lot 15, Block D, of BAYSIDE SUBDIVIStON No.
6, UNIT C, as recorded in Plat Book 55, Pages 19 and 20, of the Public Records of Plnellas County, Florida;
thence S8055'OI.E along sold extension 58.0 f..t to the NE corn.r of sold Lot 15; th.nc. S8I004'59.W al~ng the
Northerly line of Lots 12 through IS, Block D, BAYSIDE SUBDIVISION No.6, UNITS C and A, 240.0 f..t to the
POINT OF BEGINNING. (SHOWN AS (L) ON MAP OF SURVEY]
ACCURACY:
I. THE ACCURACY STANDARD USED FOR THIS SURVEY, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (6IGI7-6
FAC), IS NCOMMERCIAL/HIGH RISK.. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS I F!)oT IN
10,000 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE IS I rOOT IN
66,865 FEET.
2. ALL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE, OR DEVICES WITH EQUIVALENT OR HIGHER
DEGREES OF ACCURACY.
00.0'
3. THE FIELD MEASURED VERTICAL CONTROL FOR ELEVATION INFORMATION RELATED TO THIS SURVEY IS BASED ON A LEVEL
LOOP, USING DIFFERENTIAL LEVELING TECHNIQUES. CLOSURE ACHIEVED IS 0.005 AT 0.397 MILE LOOP LENGTH, WHICH
EXCEEDS THE MINIMUM ACCURACY REQUIREMENT CALCULATED AT A MAXIMUM MISCLOSURE OF 0.031 FEET.
A
8
~
8B
BFP
~
c~
~
[W
~
(
fQi]
'tf
HYD
GV
l><l
*
~
(Q)
8
DATA SOURCES:
I. BEARINGS ARE BASED ON THE NORTH RIGHT-OF-WAY LINE OF BAYWAY BOULEVARD, BEING S8I004'59NW, AND IS SHOWN ON
MAP OF SURVEY.
2. THE PLATS OF NBAYSIDE SUBDIVISION NO. 6 UNIT AN, AS RECORDED IN PLAT BOOK 51, PAGES 48-49 AND .8AYSIDE
SUBDIVISION NO.6 UNIT CN, AS RECORDED IN PLAT BOOK 55, PAGES 19-20 (BOTH PLATS BEING IN THE PUBLIC RECORDS OF
PINELLAS COUNTY, FLORIDA) WERE UTILIZED IN THE PREPARATION OF THIS SURVEY
3. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT.
4. ELEVATIONS ARE BASED UPON THE NORTH AMERICAN VERTICAL DATlIJI OF 1988 (HAVD 88). CONTROL BENCHMARK 'JSED IS
DESIGNATED ND_3N, PID AG0473, L.OCATED IN THE M!DiAN OF PARKWAY DRIVE, IN THE VICINITY OF PARKWAY DRIVE AND
BAYWAY BOUL.EVARD, ELEVATION · 4.49 FEET.
LIMITATIONS:
I. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR I CERTIFIED TO, WILL BE THE RE-USERS SOLE: RISK
WITHOUT LIABILITY TO THE SURVEYOR.
2. THERE MAY BE EASEMENTS AND I OR RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY OR MAY NOT BE FOUN) IN THE
PUBLIC RECORDS OF THIS COUNTY.
3. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND I OR THEIR APPURTENANCES WERE PERFORMED BY A FIELD SURVEY
AND ONLY LOCATED ~ HOWN ON THE FACE' OF THIS SURVEY ?NLY THE UNDERGROUND UTILITIES AND I OR THEIR
APPURTENANCES WH I "-.. WERE V I SIBLE FROM GROUND LEVEL TO '. SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURV'::Y WERE
LOCATED. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED BY THE SURVEYOR TO VERIFY THE
EX I STENCE OF ANY UNDERGROUND UTI LIT I ES AND I OR THE I R A~PURTENANCES. THE SURVEYOR MAKES NO GUARANTEE TH,\T THE
UNDERGROUND UTILITIES AND I OR THEIR APPURTENANCES SHOWN, COt.PRISE ALL SUCH UTILITIES IN THE AREA, ErrHER IN
SERVICE OR ABANDONED.
4. PR I NTED 0 I t.t::NS . .S sHOWN ON THE SURVEY SUPERSEDE SCALc.D> 0 I MENS IONS. THERE MAY BE I TEMS DRAWN OUT OF SCALE
TO GRAPHICALLY SHOW THEIR LOCATION.
5. UNDERGROUND FOUNDATIONS AND THEIR L.OCATIONS HAVE NOT BEEN DETERMINED.
6. IRRIGATION EQUIPMENT AND I OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS OTHERWISE SHOWN HEREON.
7. SHOWN ANYWHERE ON TH I S SURVEY, THE WORD · CERT I FyN I S UNDERSTOOD TO BE AN EXPRESS ION OF A PROFESS I ONAL
OPINION BASED UPON THE SURVEYOR'S BEST KNOWLEDGE, INFORMATION AND BELIEF, AND THAT IT THIS CONSTITUTES NEITHER
A GUARANTEE NOR A WARRANTY.
8. SUBJECT PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE NAEN, BASE FLOOD ELEVATION II, ACCORDING TO THE FLOOD
I NSURANCE RATE MAP, MAP NlIt1BER 121 03CO I 046, WITH AN EFFECTI VE DATE OF SEPTEMBER 3, 2003. AN ACCURATE ZONE
DETERMINATION SHOULD BE MADE BY THE PREPARER OF SAID MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE
LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS PRIOR TO ANY JUDGMENTS BEING MADE F~OM THE
ZONE AS NOTED.
9. ONLY NON-EXOT I C TREES 4 I NCHES AND LARGER IN DIAMETER AT BREAST HE I GHT WERE LOCATED AND SHOWN HEREO~"l.
FOP 1-1/2N
BOUNDARY I NCONS I STENC I ES: (POINT OF CURVATURE)
I. ANY ANGULAR AND lOR DIMENSIONAL DISCREPANCIES BETWEEN THE LEGAL DESCRIPTION(S) AND THE FIELD ~OCATED ,-
OCCUPATION BOUNDARY CORNERS, AND BOUNDARY CORNERS WITH MULTIPLE BOUNDARY MONUMENTS ALONG WITH THEIR
CORRESPONDING QUADRANT DIRECTIONAL MISSES, ARE SHOWN ON MAP OF SURVEY. ......
, ...
....
APPARENT PHYSICAL USE:
THE SUBJECT PROPERTY IS THE LOCATION OF A MOTEL.
EASEMENTS/RI GHT-OF-WAY:
I. THE RIGHT-OF-WAY INFORMATION FOR BAYWAY BOULEVARD IS FROM THE PLAT OF NBAYSIDE SUBDIVISION NO.6 UNIT AN,
AS RECORDED IN PLAT BOOK 51, PAGES 48-49 AND THE PLAT OF .BAYSIDE SUBDIVISION NO.6 UNIT C., AS RECORDED IN
PLAT BOOK 55, PAGES 19-20. BOTH PLATS ARE IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
PREPARED FOR:
Decade Gulfcoast Hotel Partner., Limit.d Partnership
CERTIFIED TO:
Decade Gulfcoast Hotel Partn.r., Limit.d Partn.rshlp
Jeffre, Kelerleber, President of Gen.ral Partn.rshlp, JK Gulfv!.w LLC
SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE:
DANA A. WYLLIE
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 5874
STATE OF FLORIDA
ABBREVIATIONS LEGEND:
= AIR CONDITIONER
= ASPHALT
= BACK OF CURB
= BASE FLOOD ELEVATION
= BACK FLOW PREVENTOR
= BUILDING
= CALCULATED DATA
= CENTERLINE
= CONCRETE SLAB
= CURB INLET
= CHAIN LINK FENCE
= CONCRETE
= CORRUGATED METAL PIPE
= OFFICIAL RECORDS BOOK 8310, PAGE 2172
= DIAMETER
= DUCTILE IRON PIPE
= EDGE OF PAVEMENT
= ELEVATION
= FIELD DATA
= FINISHED FLOOR
= FOUND IRON ROD
= FOUND NAIL AND DISK
= FIBER OPTIC BOX
= FOUND OPEN END IRON PIPE
= FOUND PARKER KALON NAIL AND DISK
= FOUND PINCHED IRON PIPE
= FOUND X-CUT
= GRATE ELEVATION
GENERAL TELEPHONE
= INVERT
PARCEL B DATA
= LOWEST FINISHED FLOOR ELEVATION
= LICENSED BUSINESS
LS
LT
MAS
MES
O/A
OHL
ORB
(P)
PB
PG
POB
POC
PVC
R/W
RCP
RLS
RT
SCO
SEC
SIR
STA
STY
SXC
S/W
TBM
TOB
TOS
TRANS
TRAV
TYP
U/P
UNK
VCP
W/F
SYMBOLS LEGEND:
CALCULA TED DIMENSION FROM STRUCTURE
TO BOUNDARY / RIGHT-OF-WAY LINE
= OAK TREE
PALM TREE
= PINE TREE
= BACK FLOW PREVENTOR
= CABLE TELEVISION BOX
CABLE TELEVISION PEDESTAL
= ELECTRICAL MANHOLE
= ELECTRIC METER
GAS METER
GUY ANCHOR
GRATE INLET
= FIRE HYDRANT
GAS VALVE
LIGHT POLE
MAIL BOX
MANHOLE
MONITOR WELL
tf>~
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WVRC
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/"
FIR 5/8"
GOUUSHENG
I RL.S 4000
O.4S'N
J!-
N81'04'S9"E (P,C)
LICENSED SURVEYOR
= LEFT
MASONRY
= MITERED END SECTION
= OVERALL
= OVERHEAD LINES
OFFICIAL RECORDS BOOK
PLAT DATA
PLA T BOOK
PAGE(S)
POINT OF BEGINNING
= POINT OF COMMENCEMENT
= POLYVINYL CHLORIDE
= RIGHT OF WAY
= REINFORCED CONCRETE PIPE
= REGISTERED LAND SURVEYOR
= RIGHT
SANITARY CLEAN OUT
SECTION
SET IRON ROD 1/2", LB 5776
= STATION
= STORY
= SET X-CUT
SIDEWALK
TEMPORARY BENCHMARK
TOP OF BANK
= TOE OF SLOPE
= TRANSFORMER
= TRAVERSE POINT
= TYPICAL
= UTILITY POLE
UNKNOWN TREE
= VITRIFIED CLAY PIPE
WOOD FENCE
= POINT OF ELEVATION
= SIGN
= RECLAIMED WATER METER
= RECLAIMED WATER VALVE
= TELEPHONE BOX
= SANITARY SEWER CLEANOUT
= SANITARY SEWER MANHOLE
= TELEPHONE BOX
= TELEPHONE PEDESTAL
= TRAFFIC SIGNAL BOX
CONCRETE UTILITY POLE
= UTILITY POLE WITH LIGHT
= UTILITY POLE
WATER METER
WATER VALVE
= WOOD POST
CLEARWA TER
YACHT
CLU!I-
BLOCK D
FIR 5/8"
GOUUSH ENG
RL.S
O.44'N
120.0'{P)
_ _ 119.97 (F) /"
283.86' (F)
284.00' (P)
57.26'(F)
-.V.-
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N81'03'36"E (C)
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LB 2317
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--.!:!81'04'59"E (L)_ ~
POB (L)
FXC ON SEAWALL.
NW CORNER OF
LOT 12, BLOCK 0
BA YSIDE SUBDIVISION
No.6, UNIT A
PB 51, PGS 48-49
I
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'0
'1 NORTHERLY EXTENSION
~ OF WESTERLY LINE OF
2V LOT 12, BLOCK 0
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SEAWALL
0.45 N OF
X-CUT
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0.3'W
ANGLED MAS
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LOT 11
POOL
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5"
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7"
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AND POOL
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ASPHAL T
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TBM F68118A
SXC ON N RIM
EL. - 5.32'
N INV EL ... -O.OS', 6" VCP
S INV EL = -0.04', 6" VCP
E INV EL = -0.18', 8" VCP
W INV EL = -0.18', 8" VCP
BA YSIDE SUBDIVISION NO. 6
UNIT A
PB 51, PGs 48-49
NO. SHEET INDEX
1 SURVEYORS REPORT, MAP OF SURVEY'
ADDITIONS OR DELETIONS TO SURVEY REPORTS
OR MAPS BY ANYONE OTHER THAN THE SIGNING
PARTY OR PARTIES IS PROHIBITED
TITLE:
BOUNDARY AND TOPOGRAPHIC SURVEY
OF CHART HOUSE 'MOTEL
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL'
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
0"",,,, a ~~ 4--Z3. of
A A. WYLLIE
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 5874
STATE OF FLORIDA
SECTION 17, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CITY OF CLEARWA lER BEACH, PINELLAS COUNTY, FLORIDA
30.00' (L)
N81.04'59"E (L)
---
..,
~
CLEARWATER HARBOR
WOOD DOCK
EL ... 3.9'
.......
-'
'-".......
w-'
. '-"
.P8
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V> 00
00....
o
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EL = 3.9'
WOOD DOCK
r
GRAPHIC SCALE
o 20
, I I
( IN FEET )
inch = 20 ft.
_ _ _ _ _ _N81'04'59"E (LL _ _ _ _ ---170.00' <!:L- _
01
..;
II
-'
w
PARCEL B
(SUBMERGED LANDS)
NORTHERLY LINE OF ""
LOTS 12-15, BLOCK 0
24f.O.OO' (P,FJL)
5S1'3'OS-W \F:)
S81.04'59"W (P,L)
IBM F681188
FXC ON SEAWALL.
( ONUNE)
EL - 3.82'
FXC ON
SEA WALL. ';)
(ONLlNE)~:'I 112' WIDE MASONRY SEAWALL
60.00'(P,F)
WOOD DOCK
10 =====t
~. . I
60.00'(P,F)
FFEL
- 5.42'
\ ..~
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~.
51.2'
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"
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8O.S' i
I
FFEL 4' MA~NRY
_ 5.38' WALl (n1>)
127.2'
TRANSFORMER
ON C/S
127.2'
0,
..;
II
-'
w
~
12
18 NORTHERLY EXTENSION OF
aj THE EASTERLY LINE OF
~LOT 15, BLOCK 0
I~
II)
I~
...,.t/'
F'XC ON
SEAWALL.
(ONUNE)
SEAWALL
O.S'N Of
)-CUT
io1
..~f;)
EL = 3.9'
FENCE
1.6'5
O.7'W
'P'j. q,' CONe CURS
~j '!). 0.5' HEIGHT jD WIDTH (TYP)
SPILLWAY
(TYP)
---
20" 6~~8~!P(F)
PA FXC ON N8113'08"E (I=')
SEAWALL. N81.04'59"E (P,L)
NE CORNER OF
LOT 15, BLOCK 0
'tdt ~~
V ~.
so.OO'(P,F)
, ,<II
...
l'xl'
MASONRY
COLUMN
..1>
..:!l~{~ 4" l4~ 812~13"
..:!l1
...w:>
'-..
6~)..~<II
..,
..'
...
6' W/F
I
I
GATE I
850 BAYWAY BOULEVARD
I SUBJECT PROPERTY AREA I
28.904 SQUARE FEET
1(0.664 ACRES, MORE OR LESS) I
I I
CONC
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.....<J,
..'
...
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FOUR JRY
MASONRY MOTEL
-
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(OT 14
"
LOT 13
FF n/
- 5.46'
'l!,,6'
~ 'I!.s,
. 6'0 \9
BL.OCK D
~ CONC
6' W/F
~~ ~II
4'-6' MASONRY WAUL
FIRE DEPARTMENT
CONNEK
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BlDG
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BUILDING
LOT 15
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10"
~ @ ~5"
LOT 16
ASPHALT I
PARKING
1').:
...
1</1
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120.0'~p ,
120.15'
SOS-s5'01 (~)
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...
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0.5' HEIGHT AND WIDTH (TYP)
..~1 tf>
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\C!Y 6"
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60.0'(P)
62.87' (C)
.!!81.04'59"E (P,C)
7"
~
15"
@
f:J~~
SIR
10"
8
5' CONC WALK
N 1-04'59-E (p ,F')
~..." 240.00' (P ,F')
12"
){
"
...
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..~~ 2' CONC VAllEY ;URB ~o>
';to
N
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LB 2317
(POINT OF CURVA lURE)
35.8' ASPHALT PAVEMENT
60' R/W (P)
<J,x
f;)~
BAYWAY BOULEVARD
302.87' (C)
N81'03'36"E (C)
..1i>
I
2' CONC VALLEY CURB
BAYSIDE SUBDIVISION NO., 6
UNIT C .
PB 55, PGs 19- 20
NO.
REVISION
DATE
s' CONC WALK 12" 12"
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JUH 0 1 2004
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BY
FILE: 11357Bl'.dwg
PROJ. NO.: 11357
FORESIGHT SURVEYORS, INC.
HYDROGRAPInC, LAND & CONSTRUCTION SURVEYING
14561-8 58TI1 SlRBET NORm, CLEARWATER, FLORIDA 33760
PR (727) 539-7196 FAX (727) 539-0888 LB No.: Sn6
QUALITY CONTROL: DAW DRAWN BY: FTM CHECKED BY: DAW
FB 681, PGs 18-29 FIELD DATE: 4/12/04 SCALE: 1~= 20'
40
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SURVEYOR'S REPORT AND MAP OF SURVEY:
THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER.
LEGAL DESCRIPTION:
PARCEL A:
Lot 12, in BLOCK "0", of BAYSIDE SUBDIVISION NO.6, UNIT "A", according to the mGp or plat thereof a.
recorded In Plat Book 51, Page. 48 and 49, Public Record. of Pinel 10. Count" Florida.
AND
Lot. 13, 14, and 15, in BLOCK "0", of BAYSIDE SUBDIVISION NO.6, UNIT ICI' according to the map or plat
thereof 01 recorded In Plat Book 55, Pag.. 19 and 20, Public Record. of PlnellOl Count" Florida.
TOGETHER WITH
PARCEL B (for .ubmerged land.):
A parcel of .overelgnty land In Clearwater Harbor, .Ituated In Section 17, Town.hlp 29 South, Range 15 Ea.t,
Plnella. Count" Florida, being more particularly de.crlbed a. follow.:
Begin at the NW corner of Lot 12, Block 0, of BAYSIDE SUBDIVISION No.6, UNIT A, a. recorded In Plat Book 51,
Page. 48 and 49, of the Public Record. of Pinel 10. Count" Florida; thence N8055'OI"W, along the Northerl,
exten.lon of the We.terl, line of .ald Lot 12,58.0 feet; thence N8ioQ4'59"E, 40.0 feet; thence N8055'OI"W,
IS.O feet: thence N8I0Q4'59"E, 30.0 feet; thence Ss055'OI"E, IS.O feet; thence NSI0Q4'59"E, 170.0 feet to an
Inter.ectlon with the Northerl, exten.lon of the Ea.terl, line of Lot 15, Block D, of BAYSIDE SUBDIVISION No.
6, UNIT C, a. recorded In Plat Book 55, Page. 19 and 20, of the Public Record. of Plnella. Count" Florida;
thence SS055'OI"E along .ald exten.ion 5S.0 feet to the NE corner of .ald Lot 15; thence SSI0Q4'59"W along the
Northerl, line of Lot. 12 through 15, Block D, BAYSIDE SUBDIVISION No.6, UNITS C and A, 240.0 feet to the
POINT OF BEGINNING. [SHOWN AS (L) ON MAP OF SURVEY]
ACCURACY:
I. THE ACCURACY STANDARD USED FOR THiS SURVEY, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (6IGI7-6
FAC) , IS "CCWMERCIAL/HIGH RISK". THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS I FOOT IN
10,000 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE IS Ii FOOT IN
66,S65 FEET.
2. ALL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE, OR DEVICES WITH EQUIVALENT OR HIGHER
DEGREES OF ACCURACY.
3. THE FIELD MEASURED VERTICAL CONTROL FOR ELEVATION INFORMATION RELATED TO THIS SURVEY IS BASED ON A LEVEL
LOOP, USING DIFFERENTIAL LEVELING TECHNIQUES. CLOSURE ACHIEVED IS 0.005 AT 0.397 MILE LOOP LENGTH, WHICH
EXCEEDS THE MINIMUM ACCURACY REQUIREMENT CALCULATED AT A ~IMUM MISCLOSURE OF 0.031 FEET.
DATA SOURCES:
I. BEARINGS ARE BASED ON THE NORTH RIGHT-OF-WAY LINE OF BAYWAY BOULEVARD, BEING SSI0Q4'59"W, AND IS SHOWN ON
MAP OF SURVEY. "
2. THE PLATS OF "BAYSIDE SUBDIVISION NO. 6 UNIT A", AS RECORDED IN PLAT BOOK 51, PAGES 4S-49 AND "BAYSIDE
SUBDIVISION NO.6 UNIT CI' AS RECORDED IN PLAT BOOK 55, PAGES 19-20 (BOTH PLATS BEING IN THE PUBLIC RECORDS OF
P I NELLAS COUNTY, FLOR I DA) WERE UT I L I ZED I N THE PREPARATION OF TH I S SURVEY
3. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT.
4. ELEVATIONS ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAYO 88). CONTROL BENCHMARK USED IS
DESIGNATED "D-3", PID AGQ473, LOCATED IN THE t.E:DIAN OF PARKWAY DRIVE, IN THE VICINITY OF PARKWAY DRIVE AND
BAYWAY BOULEVARD, ELEVATION · 4.49 FEET.
~,
LIMITATIONS:
I. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR I CERTIFIED TO, WILL BE THE RE-USERS SOLE RISK
WITHOUT LIABILITY TO THE SURVEYOR.
2. THERE MAY BE EASEMENTS AND I OR RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY OR MAY NOT BE FOUND IN THE
PUBLIC RECORDS OF THIS COUNTY.
3. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND I OR THEIR APPURTENANCES WERE PERFORMED BY A FIELD SURVEY
AND ONLY LOCATED AS SHOWN ON THE FACE OF TH I S SURVEY. ONLY THE UNDERGROUND UT I LIT I ES AND I OR THE I R
APPURTENANCES WHICH WERE VISIBLE FROM GROUND LEVEL TO THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEY WERE
LOCATED. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED BY THE SURVEYOR TO VERIFY THE
EX:STENCE OF ANY UNDERGROUND UTILITIES AND I OR THEIR APPURTENANCES. THE SURVEYOR MAKES NO GUARANTEE i'HAT THE
UNDERGROUND UTILITIES AND I OR THEIR APPURTENANCES SHOWN, COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
4. PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS. THERE MAY BE ITEMS DRAWN OUT, OF SCALE
TO GRAPHICALLY SHOW THEIR LOCATION.
5. UNDERGROUND FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED.
6. IRRIGATION EQUIPMENT AND I OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS OTHERWISE SHOWN HEREON.
7. SHOWN ANYWHERE ON TH I S SURVEY, THE WORD "CERT I Fyi I S UNDERSTOOD TO BE AN EXPRESS I ON OF A PROFESS I ONAL
OPINION BASED UPON THE SURVEYOR'S BEST KNOWLEDGE, INFORMATION AND BELIEF, AND THAT IT THIS CONSTITUTES: NEITHER
A GUARANTEE NOR A WARRANTY.
8. SUBJECT PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE "AE", BASE FLOOD ELEVATION II, ACCORDING TO THE FLOOD
INSURANCE RATE MAP, MAP NUMBER 12103COIQ4G, WITH AN EFFECTIVE DATE OF SEPTEMBER 3, 2003. AN ACCURATE ZONE
DETERM I NAT I ON SHOULD BE MADE BY THE PREPARER OF SA I 0 MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY" OR THE
LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS PRIOR TO ANY JUDGttENTS BEING MADE(FROM THE
ZONE AS NOTED.
9. ONLY NON-EXOTIC TREES 4 INCHES AND LARGER IN DIAMETER AT BREAST HEIGHT WERE LOCATED AND SHOWN HEREON.
A/C
ASPH
B/C
BFE
BFP
BLDG
(C)
<t
CIS
CI
CLF
CONC
CMP
(D)
DIA
DIP
E/P
EL
(F)
FF
FIR
FN&D
FOB
FOP
FPK&D
FPP
FXC
GE
GTE
INV
(L)
LFE
LB
00.0'
A
8
@
8B
BFP
~
eTV
o
<0
[fY]
~
(
/Qj]
't:!
HYD
GV
~
*
1m
@
8
ABBREVIATIONS LEGEND:
= AIR CONDITIONER
= ASPHALT
= BACK OF CURB
= BASE FLOOD ELEVATION
= BACK FLOW PREVENTOR
= BUILDING
= CALCULATED DATA
= CENTERLINE
= CONCRETE SLAB
= CURB INLET
= CHAIN LINK FENCE
= CONCRETE
= CORRUGATED METAL PIPE
= OFFICIAL RECORDS BOOK B310, PAGE 2172
= DIAMETER
= DUCTILE IRON PIPE
= EDGE OF PAVEMENT
= ELEVATION
= FIELD DATA
= FINISHED FLOOR
= FOUND IRON ROD
= FOUND NAIL AND DISK
= FIBER OPTIC BOX
= FOUND OPEN END IRON PIPE
= FOUND PARKER KALON NAIL AND DISK
= FOUND PINCHED IRON PIPE
= FOUND X-CUT
= GRATE ELEVATION
= GENERAL TELEPHONE
= INVERT
= PARCEL B DATA
= LOWEST FINISHED FLOOR ELEVATION
= LICENSED BUSINESS
SYMBOLS LEGEND:
= CALCULATED DIMENSION FROM STRUCTURE
TO BOUNDARY / RIGHT-OF-WAY LINE
= OAK TREE
= PALM TREE
PINE TREE
= BACK FLOW PREVENTOR
= CABLE TELEVISION BOX
= CABLE TELEVISION PEDESTAL
= ELECTRICAL MANHOLE
ELECTRIC METER
GAS METER
GUY ANCHOR
= GRATE INLET
= FIRE HYDRANT
GAS VALVE
= LIGHT POLE
= MAIL BOX
MANHOLE
= MONITOR WELL
J'
FIR 5/8-
GOUUSHENG
I RLS 4000
0.4S'N
JJ
NB1.04'59"E (P,C)
FOP 1-1/2-
BOUNDARY I NCONS I STENC I ES: (POINT OF CURVATURE)
I. ANY ANGULAR AND lOR DIMENSIONAL DISCREPANCIES BETWEEN THE LEGAL DESCRIPTION(S) AND THE FIELD LOCATED ,-
OCCUPATION BOUNDARY CORNERS, AND BOUNDARY CORNERS WITH MULTIPLE BOUNDARY MONUMENTS ALONG WITH THEIR
CORRESPOND I NG QUADRANT 0 I RECT I ONAL MISSES, ARE SHOWN ON MAP OF SURVEY.
&:'
.....
APPARENT PHYSICAL USE:
THE SUBJECT PROPERTY IS THE LOCATION OF A MOTEL.
EASEMENTS/RIGHT-OF-WAY:
I. THE RIGHT-OF-WAY INFORMATION FOR BAYWAY BOULEVARD IS FROM THE PLAT OF "BAYSIDE SUBDIVISION NO. 6 UNIT A",
AS RECORDED IN PLAT BOOK 51, PAGES 48-49 AND THE PLAT OF "BAYSIDE SUBDIVISION NO. 6 UNIT C", AS RECORDED IN
PLAT BOOK 55, PAGES 19-20. BOTH PLATS ARE IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
PREPARED FOR:
Decade Gulfcoo.t Hotel Partner., Limited partner.hlp
CERTIFIED TO:
Decode Gulfcoa.t Hotel Partner., Limited Partner.hlp
Jeffre, Kelerleber, Pre.ldent of General Partner.hlp, JK Gulfvlew LLC
SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE:
DANA A. WYLLIE
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 5874
STATE OF FLORIDA
;,.
N
~
1_
(1
LS
LT
MAS
MES
O/A
OHL
ORB
(P)
PB
PG
POB
POC
PVC
R/W
RCP
RLS
RT
SCO
SEC
SIR
STA
STY
SXC
S/W
TBM
TOB
TOS
TRANS
TRAV
TYP
U/P
UNK
VCP
W/F
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BiIiI
WVRC
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rn
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III
iL
cmJ
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l.im
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$
= LICENSED SURVEYOR
:= LEFT
MASONRY
MITERED END SECTION
= OVERALL
OVERHEAD LINES
OFFICIAL RECORDS BOOK
= PLAT DATA
= PLAT BOOK
PAGE(S)
POINT OF BEGINNING
= POINT OF COMMENCEMENT
= POLYVINYL CHLORIDE
= RIGHT OF WAY
= REINFORCED CONCRETE PIPE
= REGISTERED LAND SURVEYOR
= RIGHT
SANITARY CLEAN OUT
SECTION
SET IRON ROD 1/2", LB 5776
= STATION
= STORY
= SET X-CUT
SIDEWALK
TEMPORARY BENCHMARK
TOP OF BANK
= TOE OF SLOPE
TRANSFORMER
= TRAVERSE POINT
= TYPICAL
= UTILITY POLE
= UNKNOWN TREE
= VITRIFIED CLAY PIPE
= WOOD FENCE
= POINT OF ELEVATION
= SIGN
= RECLAIMED WATER METER
= RECLAIMED WATER VALVE
= TELEPHONE BOX
= SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
= TELEPHONE BOX
TELEPHONE PEDESTAL
TRAFFIC SIGNAL BOX
CONCRETE UTILITY POLE
= UTILITY POLE WITH LIGHT
= UTILITY POLE
WA TER METER
= WATER VALVE
= WOOD POST
FIR 5/8-
GOUUSH ENG
RLS
O.44'N
120.0"P)
_ _ 119.97 (f') J'
2B3.B6' (F)
284.00' (P)
57.26'(F)
-''8''-
FPKc!cD
LB 2317
FPK&D
LB 2317
(POINT Of' CURVATURE)
BOUNDARY AND TOPOGRAPHIC SURVEY
OF CHART HOUSE MOTEL
TITLE:
SECllON 17. TOWNSHIP 29 SOUTH. RANGE 15 EAST. CITY OF CLEARWAlER BEACH, PINELLAS COUNTY, FLORIDA
~OO.OO'(F) J'
N81'03'36"E (C)
CLEARWA TIER
YACHl
CLUB
BLOCK D
FPK&D
LB 2317
J' 100.00'(F)_
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30.00' (L)
':J NB1.04'59"E (L)
':J;r
-. I
001
O'
.Il)
OJlO
40.00' (L) -:g
~81.04'59"E (L)_ !J
POB (L)
FXC ON SEAWALL
NW CORNER OF
LOT 12, BLOCK 0
BA YSIDE SUBDIVISION
No.6, UNIT A
PB 51, PGS 48-49
r
21
o
I NORTHERLY EXTENSION
~ OF WESTERLY LINE OF
2V LOT 12, BLOCK 0
;=
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Il)
~I
a /jj/t; 4"z:J. of
v~A A. WYLLIE
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 5874
STATE OF FLORIDA
SEAWAll
0.45 N OF
X-CUT
..~
FENCE
0.3'W
ANGLED t.tAS
WALl
EL :a 3.9'
";,1>'"
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LOT 11
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f,).
....
. ...
1(_oP
TaM F68118A
SXC ON N RIM
EL - 5.32'
N INV EL - -O.OS', 6" VCP
S INV EL = -0.04', 6" VCP
E INV EL = -0.18', 8" VCP
W INV EL = -O.lB', B" VCP
BA YSIDE SUBDIVISION NO. 6
UNIT A
PB 51, PGs 4B-49
NO. SHEET INDEX
1 SURVEYORS REPORT, MAP OF SURVEY
ADDITIONS OR DELETIONS TO SURVEY REPORTS
OR MAPS BY ANYONE OTHER THAN THE SIGNING
PARTY OR PARTIES IS PROHIBITED
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
0~~
CLEARWATER HARBOR
E
1Y
r
WOOD DOCK
.EL = 3.9'
EL ""' 3.9'
WOOD DOCK
.......
~
-.......
L/J...J
.......
98
Il).
lOOJ
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GRAPHIC SCALE
o 20
, I I
( I N FEET )
inch = 20 ft.
40
I
_ _ _ _ _ _N81.04'59"E (LL _ _ _ _ _.F~ <!:2...- _
I
12
18 NORTHERLY EXTENSION OF
00 THE EASTERLY LINE OF
~LOT 15. BLOCK 0
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en
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II
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L/J
en
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II
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PARCEL B
(SUBMERGED LANDS)
NORTHERLY LINE OF
LOTS 12-15, BLOCK 0
240.00' ~P,FJL)
581'3'08 W \F:)
SB1'04'59"W (P,L)
~II
60.0"P) -
62.87 (F)
FXC ON N81i3'08"E (F)
SEAWALL NB1.04'59"E (P,L)
NE CORNER OF
LOT 15, BLOCK D
TaM F681188
FXC ON SEAWALL
(ONUNE)
EL - 3.B2'
FXC ON
SEAWALL
(ONUNE) ..,:\':> 1.2' WIDE t.tASONRY SEAWALl
6 ,OO'(P,F)
FXC ON
SEAWALL
ONUNE)
FENCE
1.6'5
O.7'w
EL = 3.9'
FPK&D
LB 2129
1
1
I
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0.
il
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..-:.f,)
~"/. f.I" CONe CURS
"'j"" 0.5' HEIGHT jD WIDTH (TYP)
SPillWAY
(TYP)
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1
I
f.I"
...
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60.00'(P,F)
1Cj
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iD
.0
4' t.tASONRY
WALl (TYP)
l'xl'
MASONRY
COLUl.lN
14~ 812$13-
60.6'
127.2'
6' W/F
FFEL
- 5.38'
..'!1>
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...
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"4
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...,
....
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FFEL
- 5.42'
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...
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TWO STORY
BUILDING
FOUR STORY
MASONRY MOTEL
CONC
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UI
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=-
ASPHALT I
PARKING
..............1
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in Co I
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00
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LOT 13
FF EL/
- 5.46'
1f:>
...
LOT 14
LOT 15
't"o.
10-
, @ ~5-
LOT 16
.... Go
,:>. ~lli
~
BLOCK D
't""
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. 6'0 '9
..:\~
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BLOCK D
TRANSFORMER
ON CIS
~':>
...
5' CONC WALK
I
I
I
I SUBJECT PROPERTY AREA I
28.904, SQUARE FEET
1(0.664 ACRES. MORE OR LESS) I
I I
..1>'"
120.0'Op
120.15' 1
508"55'01 (P)
508158'24-E (FJ
A/C ON
CIS
f:>"
...
X
10
X"'
127.2'
~"..
f,)-:'~
b
ClIi CONC
GATE
850 BAYWAY BOUUEVARD
f,)~ ~..,
f.I"
f).
6' WjF
~II ~II
.t~
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l~
-..~
15 ':>~'"
SIR
60.0'(P)
62.B7' (C)
..!:!81.04'59"E (P,C)
CONC CURB
0.5' HEIGHT AHO WlDlH (TYP)
..~1 ~
f,).
8~ ~ -:."
IC!Y 6"
-.
FIRE DEPARTMENT
~Nr
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4'-6' t.tASONRY WALl
~r 10"
8
15"
8
14"
BFP
f.lfj
f,).
~.c>~ 240.00' (P,F)
5' CONC WALK 12- 12-
12"
N81-04'5S-E (p,F)
5' CONC WALK
.......~I
&
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...
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f,);''''
I
35.B' ASPHALT PAVEMENT
60' R/W (P)
f'l,X
f,)~
BAYWAY BOULEVARD
..X
,:>'
302.B7' (C)
---
NB1.03'36"E (C)
I
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FIR 5/8-
RL HUGHS
RLS 3747
BA YSIDE SUBDIVISION NO. S
UNIT C
PB 55, PGs 19- 20
NO.
"
REVISION
DATE
BY
~
1
SHEET ____
FORESIGHT SURVEYORS, INC.
HYDROORAPlDC. LAND & CONSTRUCTION SURVEYING
14561"8 ssm STREET NOR11I, CLBARWATBR. FLORIDA 33760
PH. (727) 539-7196 FAX (727) 539-0888 LB No.: 5776
QUALITY CONTROL: DAW DRAWN BY: FTM CHECKED BY: DAW
FB 6Bl, PGs 1B-29 FIELD DATE: 4/12/04 SCALE: 1"= 20'
OF
J
~
i
~
~
~
1
"INVESTIGATE BEFORE YOU EXCAVATE"
VICINITY MAP
.....
PREPARED FOR:
CALL SUNSHINE @ 1-800-432-4770
Fl. STATUTE 553.851 (1979) REQUIRES A
MIN. or 2 DAYS AND MAX. or 5
DAYS NOTICE BEFORE YOU EXCAVATE.
DECADE GULFCOAST HOTEL PARTNERS, L.P.
N19 W 24130 RIVERWOOD DRIVE, SUITE 100
WAUKESHA, WISCONSIN 53188
INDEX
COVER SHEET 1
"' GENERAL NOTES 2
DEMOLITION PLAN 3
SITE PLAN 4
GRADING & DRAINAGE PLAN 5
UTILITY PLAN 6
GENERAL DETAILS 7
('" UTILITY DETAILS 8
LANDSCAPE PLAN 9
LANDSCAPE DETAILS 10
.ITI PLAN APPROVED oy ~?--'
~l~~~
= 0,\'\1 ]:).,/ ~- 4/(/
COi~lI 9; ~I/
r~~-or
SEC 17, TWN 29 S, RNG 15 E
CONSTRUCT10N LOCATION:
ALMINAR
PARCEL ID: 17/29/15/05058/004/0130
,;;;.
850 BAYWAY BOULEVARD
CLEARWATER, FLORIDA
NOTE
PROJECT
LOCATION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LA TEST
EDITIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION,
ROADWA Y AND TRAFFIC DESIGN STANDARDS, THE CITY OF
CLEARWA TER CONSTRUCTION STANDARDS, AND FLORIDA FIRE
PREVENTION CODE, 2001 EDITION
t:t::
~
~
c
~
DATE: 06.30.04
N.T.S.
PREPARED BY:
LEGAL DESCRIPTION
LEGAL DESCRIPTION:
KEITH ZAYAC & ASSOCIATES, JNC.
ND5CArE ARCHITECHURE
PARCEL A:
Lot 12, in BLOCK "0", of BAYSIDE SUBDIVISION NO.6, UNIT "A", according to the map or plat thereof
as recorded in Plat Book 51, Pages 48 and 49, Public Records of Pinellas County, Florida.
AND
Lots 13,14, and 15, in BLOCK "D", of BAYSIDE SUBDIVISION NO.6, UNIT"C",accordingtothemapor
plat thereof as recorded in Plat Book 55, Pages 19 and 20, Public Records of Pinellas County, Florida.
TOGETHER WITH PARCEL B (for submerged lands):
A parcel of sovereignty land in Clearwater Harbor, situated in Section 17, Township 29 South, Range 15
East, Pinellas County, Florida, being more particularly described as follows: Begin atthe NW comer of Lot 12,
Block D, of BAYSIDE SUBDIVISION No.6, UNIT A, as recorded in Plat Book 51,
Pages 48 and 49, of the Public Records of Pinellas County, Florida; thence N8055'01'W, along the
Northerly extension of the Westerly line of said Lot 12, 58.0 feet; thence N810Q4'59I1E, 40.0 fee~ thence
N8055'01.W, 18.0 feet; thence N81004'59"E, 30.0 feet; thence S8055'0111E, 18.0 feet; thence N81004'59"E,
170.0 feet to an intersection with the Northerly extension of the Easterly line of Lot 15, Blook D, of BAYSIDE
SUBDIVISION No.6, UNIT C, as recorded in Plat Book 55, Pages 19 and 20, of the Public Records of
Pinellas County, Florida; thence S8055'0111E along said extension 58.0 feet to the NE comer of said Lot 15;
thence S81004'59"W along the Northerly line of Lots 12 through 15, Block D, BAYSIDE SUBDIVISION No.
6, UNITS C and A, 240.0 feet to the
POINT OF BEGINNING. [SHOWN AS (L) ON MAP OF SURVEY]
App. / Permit No.
FLD2004-04026
Dote Issued I Date Expires
ORIGINAL
FILE
Agency
CI TY OF CLEARWATER
SWFWMD
PINELLAS COUNTY R-Q-W
-,...:....,..;..L. .......
~"'f :, ,-'
'?::,:,<,.-t:-jf:~\
{-.' >~;:"~'~:~)~
!-, ' j,~-,~;",-(:. . '. C
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en
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Drawing TIllie
COVER
SHEET
KZA Pro~ No.: 319-04
Owner Pro). No.: NA
Scole: SEE SHEETS
Sh eel No.
10f 10
ISSUE DATE: 06.30.04
GENERAL CONSTRUCTION NOTES
CLEARING AND SITE PREPARATION NOTES
DRAINAGE SYSTEM CONSTRUCTION NOTES
1. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC
DESIGN STANDARDS".
2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) WITH
RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES
SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS
OTHERWISE NOTED ON PLANS.
3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES
WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE
INCLUDED IN LENGTHS.
4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
5. CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK
FOLLOWING CONSTRUCTION OF THE POND.
6. ALL STORM DRAINAGE STRUCTURES DEEPER THAN TEN (10) FEET TO HAVE LADDER BARS.
7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM
THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY.
8. PROTECTION OF EXISTING STORM SEWERS SYSTEMS:
DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT
SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE,
ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION
PROGRESS.
9. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND
THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION, 1996, OR LATEST REVISION THEREOF AND SUPPLEMENTAL
SPECIFICATIONS THERETO.
10. CLASS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE
DRAWINGS, OR BY THE ENGINEER.
WATER SYSTEM NOTES
1. A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWERS
AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVED BY ADJUSTING WATER MAINS
THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON CLASS 54 A MINIMUM
OF 1 0 FEET ON BOTH SIDES OF THE CONFLICT POINT. AS AN ALTERNATIVE THE
SANITARY SEWER MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR THE!
REQUIRED 1 0 FEET ON EACH SIDE OF THE CONFLICT POINT.
1. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (1929).
2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND
OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE
TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS,
ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER
FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY
CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA.
4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND
SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN
ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN
ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE ONE CALL CENTER
OF FLORIDA, INC. AT 1-800-432-4770.
5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES,
ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED
BY THE CONTRACTOR.
6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO
ROADWAY BASE AND SURFACE CONSTRUCTION.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND
INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS
AND/OR LATEST EDITION.
9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE
VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
1 O. CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS. FAILURE TO OBTAIN
APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT
CONTRACTOR'S EXPENSE.
11. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY
THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED
SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE,
AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING
THE ENGINEER OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL
AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.
12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER
WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT
WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS
ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR AND UTILITY COMPANIES.
13. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT-OF-WAY ARE TO BE RESTORED TO ORIGINAL
CONDITION OR BETIER.
14. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS
WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING
CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY
EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION
AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
15. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED
TO FOOT STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS
ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD HAVE BEEN
OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER
EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR/SUBCONTRACTOR
UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND
ENGINEER OF RECORD.
16. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL
GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW
ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE
ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON-
SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL. THEREFORE, EXCAVATORS ARE
INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKING DAYS
BEFORE ENTERING A CONSTRUCTION AREA.
17. RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING
INFORMATION ON A SET OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION
PROGRESS. WITHIN TWO (2) WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR
SHALL SUBMIT ONE (1) SET OF RECORD DRAWINGS TO THE ENGINEER. THE
FINAL RECORD DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:
1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION
PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S
TREE ORDINANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES
IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN
APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITIED WITHIN THE CANOPY
LINE OF TREES THAT ARE TO REMAIN.
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION
IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE
AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS
REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO
BE DIRECTED TO THE SOILS TESTING COMPANY.
3. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY
FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH
OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION.
4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER.
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-
SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS.
6. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING
ANY EXISTING STRUCTURES.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY
EXISTING STRUCTURES FROM THE SITE.
8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED
FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE
CONTRACTOR/SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR
ACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. IT SHALL BE THE
CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES
AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE
EXERCISE CAUTION UTILITIES. THE CONTRACTOR/SUBCONTRACTOR SHALL
WHEN CROSSIING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON
THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE
WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE
AND THE CONTRACTOR/SUBCONTRACTOR AND SHALL COOPERATE WITH THE
UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE
CAUSED TO THE CONTRACTOR/SUBCONTRACTOR BY THE VARIOUS UTILITIES SHALL BE
INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED.
TESTING AND INSPECTION REQUIREMENTS
1. THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION
BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR
TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION.
2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S
ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES.
2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS
AND SANITARY SEWER.
3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 30 INCHES AND A MAXIMUM OF
42" BELOW FINISHED GRADE.
4. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
5. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY
ADJUSTING THE WATER LINES AS NECESSARY.
6. CONTRACTOR TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE
LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
7. RESTRAINING JOINTS SHALL BE PROVIDED AT ALL FITIINGS AND HYDRANTS AS SHOWN ON
DETAILS.
8. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE
IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND
SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL
SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER
SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE
LOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC UTILITIES.
9. ALL UNDERGROUND PVC SHALL BE DR14 (C-900).
WATER SYSTEM TESTING AND INSPECTION REQUIREMENT ~OTES
11. ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DRIVEWAYS,
AND SIDEWALKS WITHIN PUBLIC RIGHT-OF -WAY, AND ANY OUTFALL SYSTEM SHALL
BE WRAPPED WITH MIRAFI 14 ON FILTER FABRIC OR EQUAL FABRIC TO BE A MIN.
OF 30" IN WIDTH AND CENTERED ON PIPE.
1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITIINGS, THRUST BLOCKING,
HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY
PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO
BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO
NOTIFY OWNER'S ENGINEER AND COUNTY INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN
CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO
BE SUBMITIED TO OWNER'S ENGINEER.
PAVING AND GRADING NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST
COLLAPSE ANID WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED.
DEWATERING SHALL BE USED AS REQUIRED.
2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM
THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY.
3. Pi~OPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE
GI~ADE UNLESS OTHERWISE NOTED ON DRAWINGS.
4. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT
SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S
ENGINEER PRIOR TO ANY ELEVATION CHANGES.
5. CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER
AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
6. ALL PAVEMENT MARKINGS SHALL CONFORM TO FDOT STANDARD INDEX NO. 17346,
SHEETS 1-7.
SANITARY SEWER NOTES
SAFETY NOTES
1. DURING THE COi'.'STRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY
REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL
BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE
SAFETY OF HIS ?ERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE
PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF
TRANSPORTATIO;~ ,
2. THE MINiMUM ST.l\I-JDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF
FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY
CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE
DESIGN APPLICATiON. INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC
CONTROL DEV!Ci:.S, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE
PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS.
3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET
FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S.
DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION.
1. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND
SANITARY SEWER.
2. ALL. SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECI FICA TIONS.
3. SAI~ITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM COVER OF THREE (3) FEET
AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE SIMILAR TO "TERRATAPE"
COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE.
7. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE
NEW PAVEMENT MEETS EXISTING PAVEMENT.
SANITARY SEWER TESTING AND INSPECTION REQUIREMENT NOTES
1. ALL. GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S
ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE
INSPECTION.
4. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE
ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED
FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR
ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS.
1. DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION.
2. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL WATER AND WASTEWATER
PIPING AND RELATED APPURTENANCES, BOTH ABOVE AND BELOW GROUND. ALL
CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL & VERTICAL LOCATIONS OF
UTILITIES & APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO
PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL
INSTALLED PIPE MATERIAL, CLASS, ETC.
3. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL
INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER.
4. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT
DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING
RELOCATION SHALL BE CLEARLY SHOWN.
5. LOCATIONS OF ALL MANHOLES, HYDRANTS, VALVES, & VALVE BOXES SHALL BE
SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO (2) AND
PREFERABLY THREE (3) PERMANENT POINTS.
8. CONTRACTOR liS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES
OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS,
AND STORM SEWERS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER
SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS
TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL
AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER
BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE
SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES.
9. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR
SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER
ACCEPTABLE METHODS.
1 O. THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.)
INTO EXISTING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS. IF THE
CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANALS A
SETILlNG POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITIED TO AND
APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO
CONSTRUCTION.
PAVING & GRADING TESTING AND INSPECTION REQUIREMENTS
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SOILS ENGINEER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION
TESTS AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER
OF RECORD IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL
REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) FOR
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CONTRACTOR SHALL REMOVE & RELOCATE
EXISTING TRANSFORMERS
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CONTRACTOR TO DISCONECT AND REMOVE
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GRAPHIC SCALE
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1 inch == 20 ft
LEGEND
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)K UTILITY TO BE REMOVED
~----- PAVEMENT, CURBING, UGHllNG. & SIDEWALK
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- - - - PROJECT BOUNDARY
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GENERAL NOTES:
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1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENVIRONMENTAL
TESTING REQUIRED PRIOR TO DEMOLITION.
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10" PALM
10" PALM
12" PALM
12" PALM
11" PALM
4"PINE
5"PINE
6"PINE
7" PINE
8"PINE
10" PALM
'14" PALM
4-0AK
12" PALM
13" PALM
6- OAK
10" PALM
10" PALM
-:0" PALM
9"PALM
g" PALM
9" PALM
1. ~" PALM
14" PALM
8- OAK
5- OAK
12" PALM
13" PALM
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270B TOTAL
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SPACING OF POSTS
TO BE 6-10 FEET APART
FlLTER FABRIC
MATERIAL
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FlL TER F A8R1C
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FOR ADDI110NAL STRENGTH
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MESH WIRE SCREEN WHICH HAS
BEEN FASTENED TO THE POSTS
BACKFlLLED TRENCH
ATTACHING TWO SILT FENCES
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APPROXIMATELY 8
INCHES OF FlLTER
FABRIC MATERIAL
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ANCHORED WITH
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BACKALL MATERIAL
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DIRECTION OF RUNOFF WATERS
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FILE
PLACE lHE END
POST OF THE
SECOND FENCE
INSIDE THE END
POST OF THE
FlRST FENCE
ROTATE BOTH
POSTS AT LEAST
180 DEGREES IN
A a.OCKWlSE
DIRECTION TO
CREATE A TIGHT
SEAL W1lH lHE
FABRIC MATERIAL
DRIVE BOlH
POSTS ABOUT 10
INCHES INTO THE
GROUND AND
BURY FLAP
ORtG\NAL
CITY OF CLEARWATER, nOR IDA
PUBUC WORkS ADMINISTRATION
ENGINEERING
INSTAWNG A FILTER
FABRIC Sll T FENCE
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10
ISSUE DATE: 06.30.04