FLD2004-09068 / PLT2004-00016
FLD2004-09068 /
PL T2004-000 16
500 MANDALA Y AVENUE
CLEARWATER BEACH
RESORT
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C I T'Y 0 F C LEA R W A~T E R
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
loNG RANGE PLANNING
DEVELOPMENT REviEW
December 16,2004
E. D. Armstrong III, EsqUire
Johnson, Pope, Bokor, Ruppel & Bums, LLP
P.O. Box 1368 .
Clearwater, FL 33757-1368
RE. Development Order - Cases FLD2004-09068/PLT2004-00016/SGN2004-09020
470,484 and 500 Mandalay Avenue and 470,489,490 and 495 Beach Drive
Dear Mr. Armstrong:
ThiS letter constitutes a Development Order pursuant to SectIOn 4-206.D.6 of the Community
Development Code. On December 14,2004, the Community Development Board reviewed your requests
for (1) FleXible Development approval to permit a maximum of253 overnIght accommodatIOn units, 119
attached dwellings and 11,000 square feet of retail sales and services as a mixed use (with mcrease m
density of 141 hotel rooms from the Beach by DeSign denSIty pool), with reductions to the front (east
along Mandalay Avenue) setback (between Baymont and Ambler Streets) from 15 feet to eIght feet (to
bUlldmg) and from 15 feet to zero feet (to pavement and waterfall feature), a reduction to the front (south
along Baymont Street) from 15 feet to zero feet (to pavement), a reduction to the front (north along
Ambler Street) setback from 15 feet to five feet (to building), a reduction to the front (east along
Mandalay Avenue) setback (between San Marco and Baymont Streets) from 15 feet to zero feet (to
bUlldmg), a reductIOn to the front (south along San Marco Street) from 15 feet to zero feet (to bUilding), a
reductIOn to the Side (west) setback (Coastal ConstructIOn Control Line [CCCLD from 10 feet to zero
feet (to building and pool deck) and to allow'existmg and proposed improvements to remam up to 62 feet
west of the CCCL, a reduction to the side (east and north between San Marco and Baymont Streets) from
10 feet to four feet (to bUlldmg), reductIOns to the SIde (east and north, north of Ambler Street) from 10
feet to one-foot (to bUilding) and from 10 feet to one-foot (to pavement), an increase to building height
from 35 feet to 95 feet (to roof deck) for the proposed overnight accommodation use (WIth an addlttonal
12 - 20 feet for decoratIve mansard architectural embellishments), an increase to building height from 35
feet to 150 feet (to roof deck) for the proposed reSidential bUlldmg (with an additional 12 - 18 feet for
decorative mansard architectural embellishments), a reductIon to reqUired parking from 456 spaces to
431 spaces and deViations to allow stacked parking and bUIldings wlthm the visibIlity triangles, as a
ComprehenSive Infill Redevelopment ProJect, under the prOVISIons of Section 2-803.C, and to eliminate
the reqUIred foundation landscaping along Mandalay Avenue and San Marco Street, as a Comprehensive
Landscape Program, under the prOVISIOns of Section 3-1202.G; (2) Prehmmary Plat approval (PLT2004-
00016) for four lots; (3) ComprehenSIve Sign Program approval, under the prOVisions of Sectton 3-1807
(SGN2004-09020) ;and (4) the vacation of Beach Dnve (North Gulfview Boulevard) between San Marco
and Baymont Streets. The Commumty Development Board (eDB) APPROVED the apphcatlOns with
the followmg bases and conditIOns:
BRIAN J AUNGST, MAYOR.COMMISSIONER
HoYf HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMWSoIONI:R
FRANK HIBBARD, COMMISSIONER * BII LJONSON, COMMISoIOt\I:R
"EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER"
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December 16,2004
Armstrong - Page Two
Bases for Approval:
1. The proposal complies with the FleXIble Development cnteria as a ComprehensIve Infill
Redevelopment Project per Section 2-803.C;
2. The proposal IS m compliance With other standards in the Code including the General Applicability
Cntena per SectIOn 3-913;
3. The proposal comphes WIth Beach by Design; and
4. The development IS compatible With the surrounding area and WIll enhance other redevelopment
efforts.
Conditions of Approval:
1. That approval includes 253 hotel rooms/units, a maximum of 119 attached dwelling units and a
maximum of 11,000 square feet of retat! Gross Floor Area;
2. That approval of this Flexible Development case is subject to the approval of a Development
Agreement WIth the City (Case DV A2004-00005);
3. That approval of this Flexible Development case is subject to the vacation of right-of-way by the
City pnor to the Issuance of any permIts;
4. That any unused denSIty rooms/umts for the hotel be returned to the City's denSIty pool as
described m Beach by Design;
5. That no hotel rooms/umts be deemed attached dwellings WIth indIVIdual dwelling units, nor shall
rooms/umts qualify for homestead exemptIOn or home or business occupational licenses. At the
request of the City Manager or deSignee, the records of the busmess shall be made available for
examinatIOn to determme whether the length of stay complies with these provisIOns. FaIlure to
provIde such records upon request shall be grounds for imposition of appropriate fines,
revocatIOn of the occupatIOnal license and/or any other enforcement afforded by law or by City
regulations;
6. That the final design and color of the bUIlding be consIstent with the conceptual elevations
submitted to, or as modIfied by, the CDB;
7. That, prior to issuance of any site development building permits, a City Right-of-Way Uttlization
Permit be obtamed for the proposed walls and fountain;
8. That, pnor to Issuance of any site development bUlldmg permits, the applicant compensate the
City for the five lost street parking spaces at $4550.00 per space;
9. That, pnor to the issuance of the first Certificate of Occupancy, traffic impact fees be assessed
and paid;
10. That all Parks and RecreatIOn fees be patd prior to the issuance of any permits, as provIded by
the Development Agreement;
11. That a Fmal SubdIVisIOn Plat be recorded prior to the issuance of building permits for vertical
Improvements;
12. That a condommium plat be recorded prior to the Issuance of the first Certificate of Occupancy;
13. That the ComprehensIve Sign Program be approved m concept, where final deSIgn of all signs
pnor to issuance of sign permIts be m substantial compliance with those approved herem and
where all freestandmg SIgnS be set back a mmimum of five feet from the property line;
14. That all applicable reqUIrements of Chapter 39 of the BUlldmg Code be met related to seawall
setbacks;
15. That pnor to Issuance of permIts for any eXlstmg or proposed structures west of the Coastal
Construction Control Line (CCCL), the applicant submit a copy of the Flonda Department of
EnVironmental Protection approval for that constructIOn west of the CCCL;
16 That all Fire Department reqUIrements be met pnor to the Issuance of any permits; and
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December 16, 2004
Armstrong - Page Three
17. That the construction of the controls and electrical work for the lift station be completed to the
satisfaction of the City Engineer pnor to Issuance of the first CertIficate of Occupancy for the
hotel.
Pursuant to SectIOn 4-407, an apphcatlOn for a bUIldmg permIt shall be made wIthin the timeframes set
forth m the Development Agreement, whIch still must be approved by the City Council (DV A2004-
00005). All required certtficates of occupancy shall be obtamed within the time frames set out m the
Development Agreement. Time frames do not change With successive owners. The Community
Development Coordinator may grant an extensIOn of time for a period not to exceed one year and only
WIthin the origmal period of vahdity. The Community Development Board may approve one additional
extension of time after the commumty development coordinator's extensIOn to initiate a bUilding permit
application.
The issuance of thiS Development Order does not reheve you of the necessity to obtain any bUilding
permits or pay any Impact fees that may be reqUIred. In order to faCIlitate the issuance of any permit or
hcense affected by thiS approval, please bnng a copy of this letter WIth you when applymg for any
permits or hcenses that require this prior development approval.
Additionally, an appeal of a Level Two approval (FleXIble Development) may be initiated pursuant to
Section 4-502.B by the applicant or by any person granted party status within 14 days of the date of the
CDB meetmg. The filmg of an apphcatIOn/notice of appeal shall stay the effect of the decision pending
the final determmatIon of the case. The appeal penod for your case expires on December 28, 2004 (14
days from the date of the CDB meetmg).
If you have any questions, please do not hesitate to call Wayne M. Wells, Planner ill, at 727-562-4504.
You can access zoning information for parcels within the City through our website:
www.mvclearwater.com/gov/depts/planmng. *Make Us Your Favorite!
CynthIa H. Tarapani, AICP
Planning Director
S'IPlannlllg DepartmentlC D BIFLEX (FLD)\Pendmg cases I Up for the next CDBlMandalay 500 Sandpearl Resort (1) - ApprovedlMandalay
500 Development Order. doc
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C I T Y 0 F
CLEARWATER
LoNG RANGE PLANNING
DEVELOPMENT REvIEW
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTIE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
E. D. Armstrong III, Esquire
Johnson, Pope, Bokor, Ruppel & Bums, LLP
PO, Box 1368
Clearwater, FL 33757-1368
December 16, 2004
S"o.e.. M,o.i. ~ 1 t lCNU
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l.JJJ
RE. Development Order - Cases FLD2004-09068/PL T2004-000 16/SGN2004-09020
470,484 and 500 Mandalay Avenue and 470,489,490 and 495 Beach Dnve
Dear Mr. Armstrong:
ThIS letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community
Development Code On December 14, 2004, the Community Development Board revIewed your requests
for (1) FleXible Development approval to permIt a maximum of 253 overnight accommodatIOn units, 119
attached dwellmgs and 11,000 square feet of retail sales and services as a mixed use (with increase in
denSity of 141 hotel rooms from the Beach by DeSign denSIty pool), with reductions to the front (east
along Mandalay Avenue) setback (between Baymont and Ambler Streets) from 15 feet to eight feet (to
bUlldmg) and from 15 feet to zero feet (to pavement and waterfall feature), a reduction to the front (south
along Baymont Street) from 15 feet to zero feet (to pavement), a reduction to the front (north along
Ambler Street) setback from 15 feet to five feet (to budding), a reductIOn to the front (east along
Manda1ay Avenue) setback (between San Marco and Baymont Streets) from 15 feet to zero feet (to
bUlldmg), a reductIOn to the front (south along San Marco Street) from 15 feet to zero feet (to building), a
reductIOn to the SIde (west) setback (Coastal Construction Control Lme [CCCL]) from 10 feet to zero
feet (to bUIlding and pool deck) and to allow 'existing and proposed improvements to remam up to 62 feet
west of the CCCL, a reduction to the SIde (east and north between San Marco and Baymont Streets) from
10 feet to four feet (to buildmg), reductIOns to the SIde (east and north, north of Ambler Street) from 10
feet to one-foot (to budding) and from 10 feet to one-foot (to pavement), an mcrease to bUlldmg heIght
from 35 feet to 95 feet (to roof deck) for the proposed overnight accommodation use (WIth an addittonal
12 - 20 feet for decorative mansard architectural embelltshments), an increase to buildmg height from 35
feet to 150 feet (to roof deck) for the proposed residential bUlldmg (WIth an additional 12 - 18 feet for
decorative mansard architectural embelltshments), a reduetIOn to required parking from 456 spaces to
431 spaces and deViations to allow stacked parkmg and bUlldmgs withm the visiblltty triangles, as a
ComprehenSive Inftll Redevelopment ProJect, under the proviSIOns of SectIOn 2-803.C, and to eltminate
the reqUIred foundation landscapmg along Mandalay Avenue and San Marco Street, as a Comprehensive
Landscape Program, under the proviSIOns of Section 3-1202.G; (2) Preltminary Plat approval (PL T2004-
00016) for four lots; (3) ComprehenSIve Sign Program approval, under the proVIsions of SectIOn 3-1807
(SGN2004-09020) ;and (4) the vacatIOn of Beach Dnve (North Gulfview Boulevard) between San Marco
and Baymont Streets. The Community Development Board (CDB) APPROVED the appltcatlOns with
the followmg bases and conditIOns:
BRIAN J AUNGST, MAYOR.COMMISSIONER
HoY[ HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COM~lISSI0NJ:R
FRANK HIBBARD, COMMISSIONER * BiLl JONSON, COMMISSlONLR
"EQUAL EMPLOYMENT AND AFFIRMAIIVC ACTION EMPLOYER"
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December 16, 2004
Armstrong - Page Two
Bases for Approval:
1. The proposal comphes with the FleXible Development cnteria as a ComprehensIve Infill
Redevelopment Project per Section 2-803.C;
2. The proposal is in comphance with other standards in the Code mcluding the General ApplicabIlity
Critena per SectIon 3-913;
3. The proposal complies With Beach by Design; and
4 The development IS compatible With the surrounding area and WIll enhance other redevelopment
efforts.
ConditIOns of Approval:
1. That approval mcludes 253 hotel rooms/units, a maxImum of 119 attached dwellmg umts and a
maximum of 11,000 square feet of retaIl Gross Floor Area;
2. That approval of this FleXIble Development case IS subject to the approval of a Development
Agreement with the City (Case DV A2004-00005);
3. That approval of this Flexible Development case is subject to the vacation of right-of-way by the
City pnor to the Issuance of any permIts;
4. That any unused denSIty rooms/units for the hotel be returned to the City's density pool as
descnbed m Beach by Design;
5. That no hotel rooms/unIts be deemed attached dwellmgs WIth mdlvidual dwelling umts, nor shall
rooms/unIts quahfy for homestead exemptton or home or business occupational licenses. At the
request of the City Manager or designee, the records of the business shall be made avat!able for
exammatIOn to determine whether the length of stay complies with these provisions. Fat!ure to
provide such records upon request shall be grounds for imposition of appropnate fines,
revocation of the occupational hcense and/or any other enforcement afforded by law or by City
regulations;
6. That the final deSign and color of the but!dmg be consistent with the conceptual elevatIOns
submitted to, or as modIfied by, the CDB;
7. That, pnor to issuance of any site development bUlldmg permits, a CIty Right-of-Way Utt!izatton
Permit be obtamed for the proposed walls and fountam;
8. That, pnor to Issuance of any site development building permits, the applicant compensate the
City for the five lost street parking spaces at $4550.00 per space;
9. That, prior to the Issuance of the first CertIficate of Occupancy, traffic impact fees be assessed
and paid;
10. That all Parks and RecreatIOn fees be paId prior to the issuance of any permits, as provided by
the Development Agreement;
11. That a Fmal SubdivlSlon Plat be recorded pnor to the issuance of building permIts for vertical
Improvements;
12. That a condommIUm plat be recorded pnor to the Issuance of the first Certificate of Occupancy;
13. That the ComprehenSive Sign Program be approved m concept, where final deSIgn of all signs
pnor to issuance of SIgn permits be m substanttal compliance with those approved herem and
where all freestanding SIgnS be set back a minImum of five feet from the property Ime;
14. That all apphcable reqUIrements of Chapter 39 of the Buildmg Code be met related to seawall
setbacks;
15. That prior to Issuance of permits for any eXlstmg or proposed structures west of the Coastal
ConstructIOn Control Lme (CCCL), the apphcant submIt a copy of the Florida Department of
EnVIronmental Protection approval for that constructIOn west of the CCCL;
16 That all FIre Department reqUirements be met pnor to the Issuance of any permIts; and
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December 16, 2004
Armstrong - Page Three
17. That the construction of the controls and electrIcal work for the lift station be ,completed to the
satisfaction of the City Engmeer prIor to Issuance of the first CertIficate of Occupancy for the
hotel
Pursuant to Section 4-407, an applicatIOn for a bUilding permit shall be made within the timeframes set
forth m the Development Agreement, whIch still must be approved by the City CouncIl (DV A2004-
00005). All reqUired certificates of occupancy shall be obtained within the time frames set out m the
Development Agreement. Time frames do not change With successive owners. The Community
Development Coordinator may grant an extensIOn of tIme for a penod not to exceed one year and only
Within the origmal perIod of validity. The Community Development Board may approve one additional
extension of tIme after the commumty development coordmator's extension to initiate a bUilding permit
application.
The Issuance of thiS Development Order does not relieve you of the necessity to obtain any buIlding
permits or pay any Impact fees that may be required. In order to facilitate the issuance of any permit or
license affected by thIS approval, please brIng a copy of this letter with you when applying for any
permits or licenses that reqUire thiS prior development approval.
AddItIonally, an appeal of a Level Two approval (FleXIble Development) may be initiated pursuant to
Section 4-502.B by the applicant or by any person granted party status within 14 days of the date of the
CDB meeting. The filmg of an applicatIOn/notice of appeal shall stay the effect of the decIsIOn pending
the final determmation of the case. The appeal period for your case expires on December 28, 2004 (14
days from the date of the CDB meeting).
If you have any questions, please do not hesitate to call Wayne M. Wells, Planner ill, at 727-562-4504.
You can access zomng information for parcels wlthm the City through our website:
www mvclearwater.com/gov/deots/planning. *Make Us Your Favorite!
Cynthia H. Tarapam, AICP
Plannmg Director
S IPlannIng DepartmentlC D BIFLEX (FLD)IPendlllg cases I Up for the next CDBIMandalay 500 Sandpearl Resort (T) - ApprovedlMandalay
500 Development Order doc
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CITY OF CLEARWATER
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTIE AVENUE, CLEARWATER, FLORIDA 3)756
TELEPHONE (727) 562-4567 FAX (727) 562-457g
LoNG RANGE PLANNING
DEVELOPMENT REviEW
E. D. Armstrong III, EsqUire
Johnson, Pope, Bokor, Ruppel & Bums, LLP
P.O Box 1368
Clearwater, FL 33757-1368
December 16, 2004
SQL ('v\,t'\.O\ ~~~~~
J Ju/o \f
RE: Development Order - Cases FLD2004-09068/PLT2004-00016/SGN2004-09020
470,484 and 500 Mandalay Avenue and 470,489,490 and 495 Beach Drive
Dear Mr. Armstrong:
ThiS letter constitutes a Development Order pursuant to SectIOn 4-206.D.6 of the Community
Development Code. On December 14,2004, the Commumty Development Board reviewed your requests
for (1) FleXible Development approval to permIt a maximum of 253 overnight accommodatIOn umts, 119
attached dwellmgs and 11,000 square feet of retail sales and servIces as a mIxed use (with mcrease m
denslty of 141 hotel rooms from the Beach by DeSIgn density pool), wIth reductIons to the front (east
along Mandalay Avenue) setback (between Baymont and Ambler Streets) from 15 feet to eIght feet (to
bUlldmg) and from 15 feet to zero feet (to pavement and waterfall feature), a reductton to the front (south
along Baymont Street) from 15 feet to zero feet (to pavement), a reduction to the front (north along
Ambler Street) setback from 15 feet to five feet (to bUIldmg), a reduction to the front (east along
Mandalay Avenue) setback (between San Marco and Baymont Streets) from 15 feet to zero feet (to
bUlldmg), a reductIOn to the front (south along San Marco Street) from 15 feet to zero feet (to building), a
reduction to the side (west) setback (Coastal Construction Control Lme [CCCL]) from 10 feet to zero
feet (to bUlldmg and pool deck) and to allow'exlsting and proposed Improvements to remam up to 62 feet
west of the CCCL, a reduction to the Side (east and north between San Marco and Baymont Streets) from
10 feet to four feet (to butlding), reductIOns to the Side (east and north, north of Ambler Street) from 10
feet to one-foot (to bUlldmg) and from 10 feet to one-foot (to pavement), an increase to bUI1dmg height
from 35 feet to 9:; feet (to roof deck) for the proposed overnight accommodation use (WIth an additIonal
12 - 20 feet for decorative mansard architectural embellishments), an mcrease to bUIldmg heIght from 35
feet to 150 feet (to roof deck) for the proposed resldenhal bUlldmg (With an additional 12 - 18 feet for
decorative mansard architectural embellishments), a reductIOn to reqUIred parking from 456 spaces to
431 spaces and deviatIOns to allow stacked parkmg and bUIldmgs wlthm the VIsibilIty tnangles, as a
Comprehensive Infill Redevelopment Project, under the proVISIOns of SectIOn 2-803.C, and to eliminate
the reqUIre,d foundatIon landscaping along Mandalay Avenue and San Marco Street, as a Comprehensive
Landscape Program, under the prOV1SlOns of SectIOn 3-1202.G; (2) Preliminary Plat approval (PLT2004-
00016) for four lots; (3) Comprehensive Slgn Program approval, under the provisions of SectIOn 3-1807
(SGN2004-09020) ;and (4) the vacahon of Beach Dnve (North Gulf vIew Boulevard) between San Marco
and Baymont Streets. The Commumty Development Board (CDB) APPROVED the applicatIOns with
the followmg bases and conditIOns:
~\
BRIAN J AUNGST, MAYOR,COMMISSIONER
HOYI HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, CO~I\llS)IO;';[R
FRANK HIllBARD, COMMISSIONER * BII LJONSON, COM\ll',)IO\1 i(
"EQUAL EMPLOYMENT AND ArFIRMATIVE AC1ION EM PI OYER"
'-
~~
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,
/
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December 16, 2004
Armstrong - Page Two
Bases for Approval:
1. The proposal complies wIth the FleXIble Development cnteria as a Comprehensive Infill
Redevelopment Project per SectIOn 2-803.C;
2. The proposal IS m compliance with other standards m the Code including the General ApplicabIlity
Cntena per SectIOn 3-913;
3. The proposal complies With Beach by Design; and
4. The development IS compatIble With the surroundmg area and Will enhance other redevelopment
efforts.
ConditIons of Approval.
1. That approval mcludes 253 hotel rooms/umts, a maxImum of 119 attached dwelling umts and a
maximum of 11,000 square feet of retaIl Gross Floor Area;
2. That approval of this FleXible Development case IS subject to the approval of a Development
Agreement With the City (Case DV A2004-00005);
3. That approval of thIS FleXIble Development case IS subject to the vacation of right-of-way by the
City pnor to the Issuance of any permits;
4. That any unused denSIty rooms/umts for the hotel be returned to the CIty'S denSIty pool as
descnbed m Beach by DeSign;
5. That no hotel rooms/umts be deemed attached dwellings WIth mdlvidual dwelling umts, nor shall
rooms/umts qualify for homestead exemptIon or home or busmess occupatIOnal licenses. At the
request of the City Manager or deSignee, the records of the busmess shall be made aVaIlable for
exammation to determme whether the length of stay complies with these provIsIOns. FaIlure to
provide such records upon request shall be grounds for ImpositIOn of appropriate fines,
revocatIon of the occupatIOnal license and/or any other enforcement afforded by law or by CIty
regulatIOns;
6. That the fmal deSign and color of the bUIldmg be consistent With the conceptual elevatIOns
submitted to, or as modIfied by, the CDB;
7. That, pnor to Issuance of any site development bUlldmg permIts, a City Right-of-Way UtilIzatIon
Permit be obtamed for the proposed walls and fountam;
8. That, pnor to Issuance of any site development bUlldmg permits, the applicant compensate the
CIty for the five lost street parkmg spaces at $4550.00 per space;
9. That, pnor to the Issuance of the first CertIficate of Occupancy, traffic impact fees be assessed
and paid;
10. That all Parks and RecreatIOn fees be paid prior to the issuance of any permits, as prOVIded by
the Development Agreement;
11. That a Fmal SubdIvisIOn Plat be recorded pnor to the issuance of bUIldmg permits for vertical
Improvemen ts;
12. That a condommium plat be recorded pnor to the Issuance of the first CertIficate of Occupancy;
13 That the Comprehensive Sign Program be approved m concept, where final deSign of all signs
pnor to issuance of SIgn permits be m substantIal compliance WIth those approved herem and
where all freestanding signs be set back a minimum of five feet from the property Ime;
14. That all applicable reqUirements of Chapter 39 of the BUlldmg Code be met related to seawall
setbacks;
15. That prior to Issuance of permits for any eXlstmg or proposed structures west of the Coastal
Construction Control Lme (CCCL), the applicant submIt a copy of the Flonda Department of
EnVironmental ProtectIOn approval for that construction west of the CCCL;
16 That all Fire Department reqUirements be met pnor to the Issuanc~ of any permits, and
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December 16,2004
Armstrong - Page Three
17. That the constructIon of the controls and electncal work for the lift station be completed to the
satIsfactIOn of the City Engmeer pnor to issuance of the first Certificate of Occupancy for the
hotel.
Pursuant to SectIOn 4-407, an application for a bUIlding permit shall be made wlthm the tImeframes set
, forth m the Development Agreement, whIch sttll must be approved by the City Council (DV A2004-
00005). All reqUIred certificates of occupancy shall be obtamed wlthm the time frames set out m the
Development Agreement Time frames do not change With successive owners. The Commumty
Development Coordinator may grant an extenSIOn of tIme for a penod not to exceed one year and only
Within the ongmal period of validity. The Community Development Board may approve one addItional
extenSIOn of time after the commumty development coordmator's extenSIOn to Imttate a bUlldmg permit
applicatIOn
The lssuance of thiS Development Order does not relieve you of the necessity to obtam any building
permits or pay any lmpact fees that may be reqUired. In order to faCIlitate the issuance of any permit or
license affected by this approval, please bnng a copy of this letter WIth you when applymg for any
permits or licenses that reqUIre thiS prior development approval.
AdditIOnally, an appeal of a Level Two approval (FleXible Development) may be imttated pursuant to
SectIOn 4-502.B by the applicant or by any person granted party status Within 14 days of the date of the
CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decISlon pending
the final determmatIon of the case. The appeal penod for your case expires on December 28, 2004 (14
days from the date of the CDB meetmg).
If you have any questions, please do not heSitate to call Wayne M. Wells, Planner ill, at 727-562-4504.
You can access zoning mformation for parcels within the City through our website:
www.myclearwater.comlgov/depts/planning. *Make Us Your Favonte!
Cynthia H Tarapam, AICP
Planning Director
S IPlanlllng DepartmentlC D BIFLEX {FLD)IPendmg caseslUpfor the next CDBIMandalay 500 Sand pearl Resort (T) - ApprovedlMandalay
500 Development Order doc
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PLANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4865
LONG RANGE PLANNING
DEVELOPMENT REviEW
March 21, 2006
Mr. Joseph N. BIOrdi
Adache Group ArchItects, Inc.
550 South Federal HIghway
Ft. Lauderdale, Flonda 33301
Re: Development Order - Minor Revision
FLD2004-09068/PLT2004-00016/SGN2004-09020 - 470,484 and 500 Mandalay Avenue and
470,489,490 and 495 Beach Drive
Dear Mr. BIOrdi:
On December 14, 2004, the Commumty Development Board (CDB) approved with 17 conditions the
above referenced cases, whIch were requests for (1) FleXIble Development approval to permIt a maximum
of 253 overnIght accommodation umts, 119 attached dwellmgs and 11,000 square feet of retail sales and
services as a mixed use (with increase m density of 141 hotel rooms from the Beach by Design density
pool), With reductIOns to the front (east along Mandalay Avenue) setback (between Baymont and Ambler
Streets) from 15 feet to eight feet (to building) and from 15 feet to zero feet (to pavement and waterfall
feature), a reduction to the front (south along Baymont Street) from 15 feet to zero feet (to pavement), a
reductIOn to the front (north along Ambler Street) setback from 15 feet to five feet (to budding), a
reduction to the front (east along Mandalay Avenue) setback (between San Marco and Baymont Streets)
from 15 feet to zero feet (to building), a reduction to the front (south along San Marco Street) from 15
feet to zero feet (to bUilding), a reduction to the side (west) setback (Coastal Construction Control Lme
[CCCL]) from 10 feet to zero feet (to building and pool deck) and to allow existing and proposed
Improvements to remain up to 62 feet west of the CCCL, a reduction to the side (east and north between
San Marco and Baymont Streets) from 10 feet to four feet (to building), reductions to the side (east and
north, north of Ambler Street) from 10 feet to one-foot (to building) and from 10 feet to one-foot (to
pavement), an mcrease to budding height from 35 feet to 95 feet (to roof deck) for the proposed overnight
accommodatIOn use (with an addItional 12 - 20 feet for decorattve mansard architectural embellishments),
an mcrease to building height from 35 feet to 150 feet (to roof deck) for the proposed residential bmldmg
(WIth an addItional 12 - 18 feet for decorative mansard architectural embellIshments), a reductIOn to
reqmred parking from 456 spaces to 431 spaces and deviations to allow stacked parkmg and buildings
wlthm the vlslbihty triangles, as a ComprehenSIVe Infill Redevelopment ProJect, under the prOVISIOns of
Section 2-803.C, and to ehmmate the required foundatIOn landscaping along Mandalay Avenue and San
Marco Street, as a ComprehenSive Landscape Program, under the provisions of SectIOn 3-1202.q; (2)
Prehminary Plat approval (PLT2004-00016) for four lots; (3) ComprehenSIve Sign Program approval,
under the prOVISIOns of Section 3-1807 (SGN2004-09020) ;and (4) the vacatIOn of Beach Dnve (North
Gulf view Boulevard) between San Marco and Baymont Streets.
A proposal has been submitted to modify the reSIdentIal and commercial portion of the project between
San Marco Street and Baymont Street WIth the following:
FRANK HIBBARD, MAYOR
BJ/.L]ONSON, VrCE.J'v!AYOR
HoYr HAMIL1 ON, COUNCil MEMBER
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"EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLO'r1,R"
]OHI\ DORAN, COUI'CIL\i[\lIlFR
CARLCN A PCTERSCi\, COUNUL\!c~lIlER
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March 21, 2006
BlOrdl - Page 2
a reVISIOn of the outside dImensIOns and shape of the hIgh nse bUlldmg (Tower I), mcluding the
locatIOn of, and size of, wmdows and balcomes;
b. ehmmatIOn of the second floor tenant storage umts on the west sIde. Instead, the first floor
storage cabanas have been designed with a contmuous standmg seam metal room of a color
matching the "weathered green" main roof color. This also allowed for hght and ventilation (with
flush mounted alummum shutters) of the second floor of the parkmg garage; and
c reVISIOn to the southeast comer of the retaIl portion of the butlding at the mtersection of
Mandalay A venue and San Marco Street by ehmmatmg the gazebo-hke entry feature and rather
squanng off thIS comer of the buildmg. It IS noted that the retaIl square footage was reduced
from 11,000 square feet to 8,306 square feet. A central mam entry for the Tower II is retained.
In accordance With SectIOn 4-406.A of the Code, the revisions proposed are deemed to be minor reVISIOns
and are APPROVED. These mmor revisions are currently shown on plans submitted to the Development
Services Department for Butlding PermIt #BCP2005-08421.
Should you have any questions, feel free to contact Wayne M. Wells, AICP, Planner III, at 727-562-4504.
Sincerely,
~2!L
Michael~~ --
Planning Director
S IPlan/llng DeparlmenllC D B\FLEX (FLD) \/nacll ve or FIn/sized AppilcallOnslManda/ay 0500 Sandpear/ Resort (1) - ApprovedlManda/ay 500
Minor ReVISIOns Leiter 32/.06 doc
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ADACHE GrlOIlP ARCHITECTS,II\1C
550 SOUTH FEDERAL HIGHWAY
FT LAUDERDALE. FL 33301 USA
TEL 954-525-8133
FAX 954-728-8159
www.adache com
January 27,2006
Wayne Wells
City of Clearwater, Planning Department
Municipal Services Building, 2nd Floor
100 S. Myrtle Ave.
Clearwater, FL 33756
RE:
Sandpearl Resort
Dear Planning Department:
The following is a list of two changes to the bUIlding design and elevations of the development known as
Sandpearl Resort. We request these changes be considered "Minor Revisions" to the approved site plan (Permit
# FLA2004-09068 dated 12/14/04). Please note that the final design and colors are, in our opinion, consistent
with the conceptual elevations submitted to and approved by the CDB.
1. Revise the west elevations of the "Residences" (condominium portion) at the first and second levels. A
continuous standing seam metal roof has been added at the first level to cover the storage cabanas, along
with deleting the second level storage rooms along the west edge in order to provide a continuous
opening (above 42") on the second level, which will provide natural light and ventilation into the second
level parking garage. We believe this plan and elevation change to be minor, enhances the "Old
Florida" look with the standing seam roof on the beach, and greatly improves lighting and ventilation on
the second level. The openings on the second level will be decorated with an open shutter aluminum
grill for security reasons as well as aesthetics. These shutters will be consistent with all other shutter
detailing the Sandpearl.
2. Revise the southeast comer of the "Retail" portion of Sandpearl along Mandalay Avenue. The comer
gazebo-like entry feature that was indicated on the approved site plan has been removed. The main
reason for thIS change was because multiple retail entries are needed for flexibility in future retail uses,
which the single comer entry pint did not provide. AdditIOnally, it was felt that squaring of the comer
was more appropriate, as it better differentiates the Tower II residence entry from the retail.
Thank you for review of these changes. If you have any questions, concerns, or need any additIOnal
information to aid in your evaluation please contact me at 954-525-8133.
Sincer ly,
Joseph N. Biordi
Pnncipal
JNB/tdk.
Adml55 OIAICorrespondencelClearwater Plannmg Department
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SURVEYOR'S REPORT
BOUNDARY SURVEY AND MEAN HIGH WATER UNE SURVEY:
2. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A COMMITMENT FOR TITLE
INSURANCE, PREPARED BY CHICAGO TITLE INSURANCE COMPANY. COMMITMENT NUMBER
220400345. EFFECTIVE DATE OF APRIL 15, 2004 AT 5:00PM; TOGETHER WITH ENDORSEMENT
DATED 5/27/04. THE LEGAL DESCRIPTION SHOWN HEREON FOR PARCELS I THROUGH 3 ARE AS
THEY APPEAR IN SAID COMMITMENT. [SHOWN AS (L) ON THE MAP OF SURVEY) THAT PORTION
OF THE LEGAL DESCR I PTI ON FOLLOW I NG "TOGETHER WITH:" WAS CREATED BY FLOR I DA
DESIGN CONSULTANTS. INC AT THE REQUEST OF ROBERT F. GREENE, AND IS NOT INCLUDED
IN THE SUPPLIED COMMITMENT. [SHOWN AS (LI) ON THE MAP OF SURVEY]
THE MAP AND THE REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER.
LEGAL DESCRIPllON:
(SEE DATA SOURCES 2)
7. Easement over the South 25 feet thereof for street purposes as shown in that
certain instrument recorded in Deed Book 1550, Page 629, of the Publ ic Records
of Pinellas County, Florida. [AS SHOWN AS ON THE MAP OF SURVEY]
PARCEL 1:
3. EASEMENTS AND RECORD DOCUMENTS WERE SUPPLIED TO THIS SURVEYOR WITH THE
COMMITMENT REFERENCED IN DATA SOURCES 2.
8. A pedestrian easement and walkway for the general public in perpetuity as
described and recorded in Official Records Book 2228. Page 719. of the Publ ic
Records of Pinel las County. Florida. [SHOWN AS (01) ON THE MAP OF SURVEY]
PART OF TRACT A OF A RE-SUBDIVISION OF BLOCK 10 AND I I. AND LOTS 2 TO 15,
INCLUSIVE, BLOCK 9. OF THE REVISED MAP OF CLEARWATER BEACH, AS RECORDED IN PLAT
BOOK 19. PAGE 96. OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA, DESCRIBED
AS FOLLOWS:
4. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF THE FOLLOWING PLATS: (a) "A
RE-SUB OF BLOCKS 10-1 I LOTS 2 TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF
CLEARWATER BEACH". AS RECORDED IN PLAT BOOK 19, PAGE 96 [SHOWN AS (P) ON THE MAP
OF SURVEY1; (b) "MILLER'S REPLAT". AS RECORDED IN PLAT BOOK 26, PAGE 17 [SHOWN
AS (PI) ON THE MAP OF SURVEY]; (c) "CLEARWATER BEACH PARK", AS RECORDED IN PLAT
BOOK 10, PAGE 42 [SHOWN AS (P2) ON THE MAP OF SURVEY]; AND (d) "REVISED MAP OF
CLEARWATER BEACH". AS RECORDED IN PLAT BOOK I I, PAGE 5; ALL OF THE PUBLIC
RECORDS OF PINELLAS COUNTY. FLORIDA.
15. Easement in favor of Florida Power Corporation dated November 8. 1976 and
recorded February 28, 1977 in Official Records Book 4515. Page 60S, of the
Public Records of Pinellas County, Florida. [THIS DOCUMENT DESCRIBES THE
EASEMENT AS "lying 5.0 feet on each side of the centerl ines of 01 I of GRANTEE'S
foci I ities", A BLANKET TYPE NON-PLOTTABLE EASEMENT THAT ONLY AFFECTS TRACT A OF
PLAT BOOK 19, PAGE 96 AND LOTS I AND 10 AND THE SOUTH 80 FEET OF LOT 9 OF PLAT
BOOK 26. PAGE 17, AS SHOWN ON THE MAP OF SURVEY.]
BEGIN AT THE SOUTHEAST CORNER OF THE SAID TRACT A AS SHOWN AS 3.68 ACRES. TO THE
POINT OF BEGINNING, BEING A POINT AT THE INTERSECTION OF THE NORTH LINE OF
BAYMONT STREET, AS SAID BAYMONT STREET IS SHOWN ON SAID RE-SUBDIVISION OF BLOCK
10 AND I I, AND LOTS 2 TO 15, INCLUSIVE. BLOCK 9. OF THE REVISED MAP OF
CLEARWATER BEACH, WITH THE WESTERLY LINE OF MANDALAY ROAD, AND RUN THESE
N20045'OO"E, 182.23 FEET; THENCE NOI044'OO"E. 110.51 FEET TO THE CENTERLINE OF
AMBLER STREET, SAID AMBLER STREET IS SHOWN AND DEDICATED AS A PUBLIC STREET IN
THE REVISED MAP OF CLEARWATER BEACH, AS RECORDED IN PLAT BOOK I I. PAGE 5. OF THE
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE WEST ALONG THE CENTERLINE OF
SAID AMBLER STREET 420.00 FEET, MORE OR LESS. TO THE WATER OF THE GULF OF
MEXICO; THENCE IN A SOUTHERLY DIRECTION ON A MEANDERING LINE ALONG THE WATERS OF
THE GULF OF MEXICO. 321.00 FEET. MORE OR LESS. TO THE CENTERLINE OF SAID BAYMONT
STREET; THENCE EAST 385.00 FEET, MORE OR LESS, ALONG SAID CENTERLINE OF BAYMONT
STREET TO A POINT 40.00 FEET SOUTH OF THE POINT OF BEGINNING; THENCE NORTH 40.00
FEET TO THE POINT OF BEGINNING.
5. ELEVATIONS FOR THIS SURVEY ARE BASED UPON THE NATIONAL GEODETIC SURVEY,
NORTH AMERICAN VERTICAL DATUM, 1988 ADJUSTMENT (NAVD 1988). CONTROL BENCHMARKS
UTI LI ZED ARE: (0) DES I GNA TED "F 3" BY THE NATIONAL GEODETI C SURVEY, P I D - AG0504,
A FOUND CONCRETE MONUMENT WITH A BRASS DISK STAMPED "F 3", ELEVATION = 2.72
FEET, ADJUSTED: AND (b) DESIGNATED "AURAL A" BY THE NATIONAL GEODETIC SURVEY,
PID-AG0298, A FOUND CONCRETE MONUMENT WITH A BRASS DISK STAMPED "AURAL A",
ELEVATION = I I .82 FEET, ADJUSTED; BOTH AS PUBLISHED BY THE NATIONAL GEODETIC
SURVEY WEB SITE AT HTTP://WWW.NGS.NOAA.GOV.
16. Dee I arat i on of Transfer of Dens I ty dated Apr I I 8, 1987 and recorded Apr i I
16, 1987 in Official Records Book 6472, Page 1147. of the Public Records of
Pinellas County, Florida. [THIS DOCUMENT AFFECTS THE ENTIRE SUBJECT PROPERTY
ALONG WITH THE FOLLOWING WHICH IS NOT A PART OF THIS SURVEY: LOTS I THROUGH 5
AND LOTS 49 THROUGH 42 OF CLEARWATER BEACH PARK, AS RECORDED IN PLAT BOOK 10,
PAGE 42 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.]
PARCEL 2:
6. THE MEAN HIGH WATER ELEVATION OF 0.62'(NAVD 1988).
PROCEDURAL APPROVAL WAS PROVIDED BY ALVIN GLOER.
DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF
LIMITATIONS II)
TIDAL EPOCH 1983-2001. AND
P.S.M., OF THE FLORIDA
SURVEY AND MAPPING. (SEE
17. Distribution Easement in favor of Florida Power Corporation recorded
December 10, 1987 in Official Records Book 6640, Page 451, of the Publ ic Records
of Pinel las County. Florida. [THIS DOCUMENT DESCRIBES THE EASEMENT AS "that ten
foot wide strip of land lying five feet on each side of the centerline of
Grantee's foci I ities". A BLANKET TYPE NON-PLOTTABLE EASEMENT THAT AFFECT THE
ENTIRE SUBJECT PROPERTY.]
THE NORTH 20.00 FEET OF VACATED AMBLER STREET LYING WEST OF THE EAST LINE OF LOT
9, PROJECTED SOUTH A SHOWN ON THE PLAT OF MILLER'S REPLAT. AS RECORDED IN PLAT
BOOK 26, PAGE 17, OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA.
APPARENT PHYSICAL USE:
7. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF THE STATE OF FLORIDA DEPARTMENT
OF ENVIRONMENTAL PROTECTION "PINELLAS COUNTY COASTAL CONSTRUCTION CONTROL LINE
MAP OF RECORD", AS RECORDED IN BULK HEAD BOOK 2. PAGE 79 OF THE PUBLIC RECORDS
OF PINELLAS COUNTY, FLORIDA. [SHOWN AS (P3) ON THE MAP OF SURVEY]
THE SUBJECT PROPERTY APPEARS TO A BEACH RESORT (KNOWN AS THE CLEARWATER BEACH
HOTEL) LOCATED ON CLEARWATER BEACH, CITY OF CLEARWATER. FLORIDA. AND CONTAINS
IMPROVEMENTS NOT SHOWN ON THE MAP OF SURVEY. (SEE LIMITATIONS 12)
PARCEL 3:
LOT I AND 10 AND THE SOUTH 80.00 FEET OF LOT 9 OF MILLER'S REPLAT, AS RECORDED
IN PLAT BOOK 26, PAGE 17, OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA.
UMITAllONS:
PREPARED FOR:
JMC COMMUNITIES. INC.
[SHOWN AS (L) ON THE MAP OF SURVEY]
I. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR/CERTIFIED TO WILL
BE THE RE-USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR.
TOGETHER WITH:
CERllFlED TO:
The lands lying West of the Easterly Right-of-Way line of Gulf Drive. as shown
on the Plat of CLEARWATER BEACH, os recorded in Plat Book 5. page 2 of the
Publ ic Records of Pinellas County, Florida, lying East of the Mean High Water
Line of the Gulf of Mexico, lying North of the Westerly extension of the South
I ine of the North 20.00 feet of Ambler Street, as shown on said Plot of
CLEARWATER BEACH and the Plot of REVISED MAP OF CLEARWATER BEACH. as recorded in
Plat Book 11. page 5 of the Public Records of Pinellas County. Florida, and
lying South of the Westerly extension of the North I ine of Lot I, MILLER'S
REPLAT, os recorded in Plot Book 26, page 17 of the Publ ie Records of Pinellas
County, Florida.
2. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS AFFECTING THIS PROPERTY
THAT MAY OR MAY NOT BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
JMC COMMUNITIES. INC.
CHICAGO TITLE INSURANCE COMPANY
GREENE AND SCHERMER
ALL BEING MORE PARTICULARLY DESCRIBED AS:
3. PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS. THERE MAY
BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION.
4. CALCULATED (C) GEOMETRY SHOWN HEREON WAS CALCULATED USING FIELD LOCATED
POINTS AND CERTAIN PUBLISHED DATA.
5. 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 THUS CONSTITUTES NEITHER A GUARANTEE NOR A
WARRANTY.
SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE:
DAVID WILLIAM McDANIEL
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 5840
STATE OF FLORIDA
A parcel of land being a portion of Tract A, "A RE-SUB OF BLOCKS 10-11 AND LOTS
2 TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF CLEARWATER BEACH", as recorded in
Plot Book 19, page 96 of the Publ ic Records of Pinel las County. Florida.
together wi th Lot I, Lot 10 and the South 80.00 feet of Lot 9, "MILLER'S
REPLAT" , os recorded in Plot Book 26, page 17 of the Publ ic Records of Pinellas
County, Florida, together with a portion of vacated Right-of-way of Ambler
Street, according to said "MILLER'S REPLATu. together with a portion of vacated
Right-Of-way of Gulf Drive. according to "CLEARWATER BEACH", as recorded in Plot
Book 5, page 2 of the Publ ic Records of Pinellas County, Florida, together with
o portion of Sections 5 and 8, Township 29 South, Range 15 East. Pinellas
County, Florida. being more particularly described as fol lows:
6. SUBSURFACE FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED.
7. IRRIGATION EQUIPMENT AND/OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS
OTHERWISE SHOWN ON MAP OF SURVEY.
8. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND/OR THEIR APPURTENANCES WERE
PERFORMED BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN ON THE MAP OF SURVEY. ONLY
THE UNDERGROUND UTIILITIES AND/OR THEIR APPURTENANCES WHICH WERE VISIBLE FROM
GROUND LEVEL TO THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED
AND MAPPED. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED
BY THE SURVEYOR TO VERIFY THE EXISTENCE OF ANY UNDERGROUND UTILITIES AND/OR
THEIR APPURTENANCES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES AND/OR THEI!R APPURTENANCES SHOWN COMPRISE ALL SUCH UTILITIES IN THE
AREA, EITHER I N SERV II CE OR ABANDONED.
BEGIN at the Southeast corner of Tract A. "A RE-SUB OF BLOCKS 10-1 I AND LOTS 2
TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF CLEARWATER BEACH", os recorded in Plot
Book 19, page 96 of the Public Records of Pinellas County, Florida; thence
N21037'34"E, along the East I ine of said Tract A, same being the West
Right-Of-Way I ine of Mandalay Avenue, according to said "A RE-SUB OF BLOCKS
10-1 I AND LOTS 2 TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF CLEARWATER BEACH",
for 182.33 feet; thence continue along soid East line of Tract A, some being
said West Right-of-Way line of Mandalay Avenue, N0204I'34"E. for 110.50 feet to
the point of intersection with the South Right-Of-Way I ine of Ambler Street.
according to "MILLER'S REPLAT", as recorded in Plot Book 26. page 17 of the
Publ ic Records of Pinel las County, Florida; thence N89006'59"W, along said South
Right-of-Way I ine of Ambler Street, for 160.00 feet to the point of intersection
with the Southerly extension of the East I ine of Lot 9, said "MILLER'S REPLAT";
thence N02041'34"E, along said Southerly extension of the East I ine of Lot 9.
ond said East I ine of Lot 9, respectively, for 100.05 feet to the point of
intersection with the North I ine of the South 80.00 feet of said Lot 9; thence
N89006'59"W, along said North I ine of the South 80.00 feet of Lot 9, for 60.00
feet to the point of intersection with the West I ine of said Lot 9; thence
N02041'34"E, along said West I ine of Lot 9, for 6.96 feet to the Northwest
corner of said Lot 9; thence N89006'59"W. along the North I ine of Lot 10, said
"MILLER'S REPLAT", the North I ine of Lot I, said "MILLER'S REPLAT", and the
Westerly extension of said North I ine of Lot I. respectively, for 571.4/ feet to
the point of intersection with elevation 0.62 feet, North American Vertical
Datum of 1988 (NAVD 1988). same being the point of intersection with the Mean
High Water Line of the Gulf of Mexico; thence the following nine (9) courses
along said elevation 0.62 feet, North American Vertical Datum of 1988 (NAVD
1988), some being said Mean High Water Line of the Gulf of Mexico; (I) thence
S04059'06"W. for 40.89 feet; (2) thence S05043'SO"W, for 51.84 feet; (3) thence
S05052'49"W. for 51.04 feet; (4) thence S05035'41"W, for 49.79 feet; (5) thence
S07036'31"W, for 47.28 feet; (6) thence S0601 I '33"W, for 49.96 feet; (7) thence
S09002'38"W, for 51.54 feet; (8) thence S05053'20"W, for 49.11 feet; (9) thence
S08023'S6"W. for 42.98 feet to the point of intersection with the Westerly
extension of the centerl ine of Baymont Street. according to said "A RE-SUB OF
BLOCKS 10-1 I AND LOTS 2 TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF CLEARWATER
BEACH"; thence leaving elevation 0.62 feet, North American Vertical Datum of
1988 (NAVD 1988). S89026'04"E, along said Westerly extension of the centerline
of Baymont Street and said centerline of Baymont Street, respectively, for
763.42 feet; thence leaving said centerl ine of Baymont Street, NOo033'56"E, for
40.00 feet to the POINT OF BEGINNING.
ITEMS WHICH USE
9. HORIZONTAL DIMENSIONS FROM BOUNDARY LINES TO LOCATED
SYMBOLS, (SEE SYMBOLS LEGEND) ARE MEASURED TO THEIR CENTER.
10. NO INFORMATION ONI ADJACENT PROPERTY OWNERS WAS SUPPLIED TO THIS SURVEYOR.
I I. ELEVATION 0.62' (NAVD 1988) WAS ESTABLISHED IN THE FIELD AND HORIZONTALLY
LOCATED BY FLORIDA DESIGN CONSULTANTS, INC. ON JUNE 21,2004. (AS SHOWN ON THE
OF SURVEY)
12. NO MAPPING OF INTERIOR FEATURES WAS PERFORMED. ONLY THE VISIBLE
IMPROVEMENTS WHICH ARE NEAR OR CROSSOVER THE SUBJECT PROPERTY BOUNDARY LINES
WERE MAPPED AND SHOWN ON THE MAP OF SURVEY.
13. SUBJECT PROPERTY LIES WITHIN FLOOD ZONES AE(EL I I), AE(EL 12), VE(EL 13),
VE(EL 14) AND VE(EL 16). (BASE FLOOD ELEVATIONS ARE THE "EL" NUMBERS), PER FLOOD
INSURANCE RATE MAP. MAP NUMBER 12103COI02G, EFFECTIVE DATE SEPTEMBER 3, 2003.
THE FLOOD ZONE LINES SHOWN ON THE MAP OF SURVEY WERE SCALED FROM THE ABOVE
REFERENCED FEDERAL EMERGENCY MANAGEMENT AGENCY MAP. THE FLOOD INSURANCE RATE MAP
ZONE LINES SHOWN ARE APPROXIMATE. AN ACCURATE ZONE LINE DETERMINATION SHOULD BE
MADE BY THE PREPARER OF THE 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 LINES AS SHOWN. THE ABOVE REFERENCED FEDERAL
EMERGENCY MANAGEMENT AGENCY MAP STATES IN THE NOTES TO THE USER THAT: (0) "THIS
MAP IS FOR USE IN ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM; IT DOES
NOT NECESSARILY IDENTIFY ALL AREAS SUBJECT TO FLOODING"; (b) "FLOOD ELEVATIONS
ON THIS MAP ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. THESE
FLOOD ELEVATIONS MUST BE COMPARED TO STRUCTURE AND GROUND ELEVATIONS REFERENCED
TO THE SAME DATUM."
BOUNDARY INCONSISTENCIES:
I. ANY ANGULAR AND/OR DIMENSIONAL DISCREPANCIES BETWEEN THE LEGAL DESCRIPTION(S)
AND THE FIELD LOCATED OCCUPATION BOUNDARY CORNERS. AND BOUNDARY CORNERS WITH
MULTIPLE BOUNDARY MONUMENTS ALONG WITH THEIR CORRESPONDING QUADRANT DIRECTIONAL
MISSES, ARE SHOWN ON MAP OF SURVEY.
oO~ =
~=
<D =
F=
EASEMENTS/RIGHTS-OF-WA Y:
Containing 320,797 square feet or 7.364 acres, more or less.
I. SEE LIMITATIONS 2
~ =
15<1 =
Im=
~P..? =
Error of closure: 0.0095 feet (LCS)
2. SEE DATA SOURCES 2 AND 3
[SHOWN AS (LI) ON THE MAP OF SURVEY]
3. THE RIGHT-OF-WAY FOR MANDALAY AVENUE
CLEARWATER BEACH". (SEE DATA SOURCES 4d)
IS BY THE PLAT OF "REVISED MAP OF
ACCURACY:
lID =
@) =
~=
F=
I. THE HORIZONTAL POSITIONS FOR THIS SURVEY WERE DERIVED FROM A CONVENTIONAL
GROUND TRAVERSE. THE ACCURACY STANDARD USED FOR THIS SURVEY, AS CLASSIFIED IN
THE MINIMUM TECHNICAL STANDARDS (6IGI7-6 FAC). IS "COMi1ERCIAL/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 WAS I FOOT IN 74,701 FEET.
4. THE RIGHT-OF-WAY FOR BAYMONT STREET IS BY THE PLAT OF "CLEARWATER BEACH PARK"
(SEE DATA SOURCES 4c)' AND "A RE-SUB OF BLOCKS 10-11 LOTS 2 TO 15 INCL. BLOCK 9
OF THE REVISED MAP OF CLEARWATER BEACH"(SEE DATA SOURCES 40). THE NORTH 15.00
FEET WAS VACATED BY DEED BOOK 1417. PAGE 134 OF THE PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA. NO DOCUMENTATION ON THE VACATION OF RIGHT-OF-WAY FOR THE 25'
STRIP AS SHOWN ON THE MAP OF SURVEY (THE SOUTH 25 FEET OF THIS SUBJECT PROPERTY)
WAS SUPPLIED TO THIS SURVEYOR.
-)
x:x
m
2. HORIZONTAL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE. OR
DEVICES WITH EQUIVALENT OR HIGHER DEGREES OF ACCURACY.
5. THE RIGHT-OF-WAY FOR AMBLER STREET IS BY THE PLAT OF "MILLER'S REPLAT". (SEE
DATA SOURCES 4b)
3. THE FIELD MEASURED VERTICAL CONTROL FOR ELEVATION INFORMATION SHOWN UPON THE
SURVEY MAP IS BASED ON A LEVEL LOOP USING DIFFERENTIAL LEVELING TECHNIQUES.
CLOSURE ACHIEVED IS 0.046 FEET ERROR IN A 1.911 MILE LOOP LENGTH WHICH EXCEEDS
THE MINIMUM ACCURACY REQUIREMENT CALCULATED AT A MAXIMUM MIS-CLOSURE OF 0.069
FEET.
6. THE RIGHT-OF-WAY FOR GULF DRIVE, ADJACENT TO THE SUBJECT PROPERTY,
VACATED BY CITY OF CLEARWATER ORDINANCE NUMBER 294.
WAS
THE FOLLOWING ARE PER SCHEDULE B - SECTION 2 OF THE COMMITMENT REFERENCED IN
DATA SOURCES 2: [NUMBERS CORRESPOND WITH THE COMMITMENT]
DATA SOURCES:
5. Restrictions as shown on the plot of this subdivision reflects a 20 foot
building I ine setback on each side of Gulf Boulevard (now Gulfview Boulevard).
The following restrictions appear in Warranty Deed doted July 14, 1925 as
recorded in Deed Record 307, Page 106, and in Warranty Deed doted October 14.
1926 and recorded in Deed Record 464, Page 351, as to said Lots I through 5,
inclusive:"... any building erected on any fifty (50) feet of the above
described property other than a garage for private use sholl cost not less then
Five Thousand and No/IOO ($5.000.00)." The some restrictions appear in Warranty
Deed doted June 3, 1925 and recorded in Deed Book 553, Page 449. as to said Lots
49 and 50. [THESE RESTRICTIONS DO NOT AFFECT THIS SUBJECT PROPERTY]
I. THE BASIS OF BEARINGS FOR THIS SURVEY IS AN EAST LINE OF TRACT A, "A RE-SUB
OF BLOCKS 10-1 I LOTS 2 TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF CLEARWATER
BEACH", AS RECORDED IN PLAT BOOK 19, PAGE 96 OF THE PUBLIC RECORDS OF PINELLAS
COUNTY. BEING ASSUMED AS N21037'34"E, AND IS SHOWN ON THE MAP OF SURVEY.
.
SUBJECT.
SHEET DESCRIPTION,
) FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS. ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS
3030 Sfarkey Blvd. New Por! Richey FL. 34655
Tel. (727) 849-7588 - Fax. (727) 848-3648
Certificate of Authorization: LB 6707
State of Florida
A.B.aREVlA T1Q~S U::G~D.
Aerial Target
Bench Mark
Cable TV Paint Stripe
Cable TV Box
Communications Manhole
Concrete Light Pole
Concrete Post
Concrete Utility Pole
Drainage Manhole
Electric Box
Electric Manhole
FPC Paint Stripe
FPC Pedestal
Fire Hydrant
Flag Pole
Gas Line Marker
Gas Filler Cap
S = Metal Post
e = Monitoring Well
<;> = Parking Meter
B..WP2 = Reclaimed W<lter Paint Stripe
~ = Reclaimed WClter Box
~ = Reclaimed W<lter Valve
<ID = Sanitary Sewfer Manhole
o = Sanitary Cleanout
SANPS = Sanitary Sewfer Paint Stripe
-0- = Section CornIer
1:( = Siamese Connection
-,,- = Sign
~ = Sprinkler Control Box
~ = Sprinkler Head
STMPS = Storm Water Paint Stripe
~ = Traffic Signal Box
lIfI = Traffic Signal Pole
WPS = Water Line P,aint Stripe
IE = Water Meter
~ = Water Valve
"tL = Wood Utility Pole
:c;: = Wood Light Pole
() = Wood Post
'l,~
'l,~'
i-- = Point of Elevation
25.2' = Calculated Dimension from Structure
-= to Boundary I Right-of-Way Line
AC
AIC
ADW
ADS
ASPH
BIC
BCCM
BFPD
BLDG
BNDY
BWF
(C)
CIC
CCCL
CCR
CDW
CI
~
CLF
CM
CMP
CO
CONC
COR
CPB
CIS
CIT
DB
DCVA
DNR
DEPT
DIA
DIP
DMH
E
ECMP
EL
EOW
EIP
ERCP
ESMT
(F)
FCM
FOOT
FH
FIR
Gas Valve
Gas Meter Box
Gas Line Paint
Grate Inlet
GTE Manhole
GTE Pedestal
Stripe
GTE Marker
= Guy Wire
= Light Pole
= Mail Box
CLEARWATER BEACH HOTEL
NORTH BLOCK
BOUNDARY SURVEY
AND MEAN HIGH WATER
LINE SURVEY
L. SUTTLEHAN
CHECKED
J
11
L. SUTTLEHAN
QUALITY CONTROL
D. McDANIEL
~
1 9 27 04 REVISE WALL AND PUMP STATION DESCRIPTIONS
NO. DATE REVISIONS
= Acres
= Air Conditioner
= Asphalt Driveway
= Advance Drainage Systems
= Asphalt
= Back of Curb
= Board of County Commissioners Minutes Book
= Back Flow Prevention Device
= Building
= Boundary
= Barb Wire Fence
= Calculated Data
= Covered Concrete
= Coastal Construction Control Line
= Certified Corner Record
= Concrete Driveway
= Curb Inlet
= Center Line
= Chain Link Fence
= Concrete Monume:nt
= Corrugated Metal Pipe
= Clean out
= Concrete
= Corner
= Condo Plat Book
= Concrete Slab
= Curb Tie
= Deed Book
= Double Check Valve Assembly
= Department of Natural Resources
= Department
= Diameter
= Ductile Iron Pipe
= Drainage Manhole
= East
= Elliptical Corrugated Metal Pipe
= Elevation
= Edge of Water
= Edge of Pavement
= Elliptical Reinforced Concrete Pipe
= Easement
= Field Data
= Found Concr,ete Monument
= Florida Department of Transportation
= Fire Hydrant
= Found Iron Rod Clnd Cap
SHEET INDEX.
FN
FND
FN&D
FFE
FN&TT
FOP
FPS
FPC
FPP
FRRS
FT
F/T
FXC
G/A
GE
GI
GV
IE
INV
LB
LP
LS
MAS
MES
MH
MHW
MOL
N
NIC
N/F
NAD
NAVD
NGS
NGVD
NP
(NR)
O/A
OHW
OR
(PA)
PS
PC
PCED
PCP
PG(S)
PI
Sections 5 & 8, Township 29 South, Range 15 East,
City of Clearwater, County of Pinellas, State of Florida
.J::~
L1NETYPE LEGEND
= Boundary Line
= Center Line
= Easement Line
- . - = Edge of Water
^
^
^
- .. . . .. . .. . . . .. . .. .. . . . .. .. . . .. . .. . .. .. = Toe of Slope or Grade Break
= Jurisdictional Line
= Right-Of-Way Line
= Section Line
= Top Bank or Top of Berm
DOCUMENT LEGEND
lL)
P)
P1)
P2)
(P3)
(D)
(01)
= LEGAL DESCRIPTION DATA
= PLAT BOOK 19, PAGE 96 DATA
= PLAT BOOK 26, PAGE 17 DATA
= PLAT BOOK 10, PAGE 42 DATA
= BULK HEAD BOOK 2, PAGE 79 DATA
= OFFICIAL RECORDS BOOK 2859, PAGE 76 DATA
= OFFICIAL RECORDS BOOK 2228, PAGE 719 DATA
= Found Nail
= Found
= Found Nail and Disk
= Finished Floor Elevation
= Found Nail and Tin Tab
= Found Open End Iron Pipe
= Florida Power Corporation Box
= Florida Power Corporation
= Found Pinched Iron Pipe
= Found Railroad Spike
= Feet
= Fence Tie
= Found X-cut
= Guy Wire Anchor
= Grate Elevation
= Grate Inlet
= Gas Valve
= Invert Elevation
= Invert
= Corporate Certification Number
= Light Pole
= Licensed Surveyor
= Masonry
= Mitered End Section
= Manhole
= Mean High Water
= More or Less
= North
= No Cap
= Not Found
= North American Datum
= North American Vertical Datum
= National Geodetic Survey
= National Geodetic Vertical Datum
= Normal Pool Elevation
= Non Radial
= Overall
= Overhead Wire
= Official Record Book
= Property Appraisers Map Data
= Plat Book
= Point of Curvature
= Pinellas County Engineering Department
= Permanent Control Point
= Pages
= Point of Intersection
JOB NUMBER, I EPN.
997-250 I 53
PROJECT DATA BASE,
157
FIELD BOOK NUMBER a PAGES.
1181/6-27 & 1182/6-14
LAST DATE OF ORIGINAL FELD WORK.
6-21-2004
1. SURVEYOR'S REPORT
2. MAP OF SURVEY
LCS
lCS
QUALITY
CONTROL
ADDIllONS OR DELETIONS TO SURVEY MAPS
OR REPORTS BY OTHER THAN THE SIGNING
PARTY OR PARTIES IS PROHIBITED.
NONE
BY
SCALE,
PID
If.
PLS
POB
POC
POL
PRM
PSM
PT
PVC
(R)
RCP
RLS
RNG
RIW
S
SCM
SEC
SHW
SIR
SIR(W)
SMH
SN&D
SN&D(W) =
SQ
SR
STY
S/W
TBM
TOB
TRAV
(TYP)
TWP
U/P
VCP
W
wi
WIF
WM
WUP
WiT
wv
xx.
,
xx
"
xx
xx'
= Permanent Identification Number
= Property Line
= Professional Land Surveyor
= Point of Beginning
= Point of Commencement
= Point on Line
= Permanent Reference Monument
= Professional Surveyor and Mapper
= Point of Tangency \ Point
= Polyvinyl Chloride Pipe
= Recorded Data
= Reinforced Concrete Pipe
= Registered Land Surveyor
= Range
= Right of Way
= South
= Set Concrete Monument, 4"x4", PRM LB 6707
= Section
= Seasonal High Water Elevation
= Set 5/8"lron Rod and Cap, FOC LB 6707
= Set 5/8"lron Rod and Cap, FOC LB 6707 WITNESS PT
= Sanitary Manhole
= Set Nail and Disk, FOC LB 6707
Set Nail and Disk, FOC LB 6707 WITNESS PT
= Square
= State Road
= Story
= Sidewalk
= Temporary Benchmark
= Top of Bank
= Traverse
= Typical
= Township
= Utility Pole
= Vitrified Clay Pipe
= West
= With
= Wood Fence
= Water Meter
= Wood Utility Pole
= Wall Tie
= Water Valve
= Degrees
= Minutes (Bearings)
= Seconds (Bearing)
= Feet (Distances)
R'"" E"r'p"",
-.,W "fn.i:;li<;~ ~~\ ;~.
,tif""D
' iI''''', "
l'1~'~~ :- ..,
6. Easement between Clearwater Beach Hotel Company, 0 Florida corporation, and
Florida Power Corporation dated June 6, 1968, recorded June 26, 1968 in Official
Records Book 2859, Page 76, of the Publ ic Records of Pinel los County. Florida.
[SHOWN AS (D) ON THE MAP OF SURVEY 1
SYMBOLS LEGEND
+=
.=
.f.P?, =
~=
@=
. =
. =
~=
@ =
1rnI=
@ =
FPCPS =
NOV 1 q 2004
PLANNING D;:PA.PT"j:t
CITY OF CLi:Al<Wf'.J
SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
...
'r~
SHEET
~
DAVID WILLIAM McDANIEL
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 5840
ST A TE OF FLORIDA
OF
2
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o 15
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PEDESTRIAN EASEMENT
PER ORB 2228, PG 719{D1)
'0'- - - - - - - - - - - --
~
18
:f.________
SND(W)
DETAIL A
NOT TO SCALE
rO.6'
0.4'
rr
2-STY
MAS BLOG
571.41'(l1,e)
WESTERLY EXTENSION OF
THE N LINE OF LOT 1{L,L1)
0.2'
FACE OF CONC
RETAINING WALL
-------------------------------
1.5'(01 )
WESTERL Y EXTENSION OF THE S LINE OF THE N 20' AMBLER ST{L, L 1)
SAND BEACH
FLOOD ZONE L1NE(lYP)
(SEE LIMITATIONS 13)
i:' DRAWN
o
-0
c:
:J
o
:;!-
en
0>
~
9-
.s
o
o
oe
0..
,/
t')
to
,/
":i
SOB'23'56*W(C)
6.17'(C)
MEAN HIGH WATER LINE FIELD LOCATED ON 6-21-2004
ELEVATION = 0.62' (NAVD 1988)
1983- 2001 TIDAL EPOCH
(SEE LIMITATIONS 11 AND DATA SOURCES 6)
MHW LINE FIELD LOCATION
CORNERS NOT SET
(TIDAL AREA)
TOTAL AREA=
320,797 SQ FT OR
7.364 AC, MOL
---------------------------------------
I
E
o
....
o
@
'<t'
o
o
N
oj
N
a.
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If)
0>
~
-0
ci.
o
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I
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o
o
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z
I
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to
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I
....
Ol
Ol
I
t')
to
,/
'"
o
o
ffi
=e
o
?
~
'"
i:
:J
If)
L. SUTTLEHAN
CHECKED
L. SUTTLEHAN
QUALITY CONTROL
D. McDANIEL
WESTERLY EXTENSION OF THE CENTERLINE BAYMONT ST{L1)
589"26'04 -E(l1 ,F)
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
3030 Starkey Blvd. New Port Richey FL, 34655
Tel. (727) 849-7588 - Fox: (727) 848-3648
Certificate of Authorization: LB 6707
State of Florida
I
SUBJECT.
-J
.!;g, ;:iJ
~
!5t !.u
:s
4J
~ ~
'" t::1
CONC CAP DETAIL
NOT TO SCALE
SEAWARD
SIDE
1.S'
~ CAP
O.S'
...J
...J
~
LANDWARD
SIDE
I
FN&D PRM 3138
1.SS'N, 0.26'E
.
ROCKA WA Y ST(F)
40' R/W PER PB 11, PG 5
FACE OF CONC
RETAINING WALL
I
25' EASEMENT FOR
STREET PURPOSES
PER DB 1550, PG 629
EAST(L) .,
385'MOL(L)
60'(P1 )
J
60'(P1) I-
i
I
LOT 4
MILLER'S REPLA T
PB 26, PG 17
,..., f
& .
...--..._ r-..
u ~ lO
~o.. I
~~
~g
~'v ,
~ :: N UNE OF S 80' LOT geLl)
If) ~ N89"06'59-W(l1.F)
0.7' MAS WALL 60.00'(l1,P1,e)
NW COR 55,00'(F) , 2-STY MAS
/LDT 9{U) SLOG 119
SIR HOSE BIB .
HW C
CONC-O,2'N
O.4'E
90.45'(P1 )
.......
'00:
--- ~~
a: ;: ;:
~ ~ ~
:g ~in
<0 . P
co 5 g
If) If)
/
/
LOT 2
g~
't:~
"'It';: ..--...
t1 g ~
;: ~ ;....
N" lO
Vl~
LOT 3
TBM 1181-25-2
SN&D TBM FOC LB 6707
EL=6.70' (NAVD 1988)
N UNE OF
LOT 10(L1)
186.13.(F) 10 "TNESS /
N UNE OF LOT 'I(Ll)
.it;:.
:;;
<0
N89-06'59-W(L1 ,F)
CONC
E/P
fIT-O.S'S, 0.3'W
ASPH PARKING
.......
~
<0
Ol
<0
lO
,...,
a::
~
;...
lO
,...,
~
;...
lO
METAL SHED
W/WOOD FLOOR
LOT 1
-
::i
J
'-"
b
IX)
LOT 10
lOT 9
FACE OF CONC RETAINING WALL
SEE DETAIL
I
1.5' CONC CAP
SEE DETAIL
J
PARCEL 3(L)
I
I
I
I
I
I
ASPH PARKING
LP-T.2'W
PEDESTRIAN EASEMENT
PER ORB 2228, PG 719 01)
,
FCM 4"x4"
O.OO'N, O.06'E
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LOTS 2 TO 15 INCL. BLOCK 9 OF THE
REVISED MAP OF CLEARWATER BEACH
PB 19, PG 96
TBM 1181-25-1
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EL=6.43' (NA VD 1988)
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100'(P1)
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AND PB 11, PG 5
VACATED BY CITY
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LOT 56
CLEARWATER
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PB 10, PG 42
LOT 1
CLEARWA TER
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PB 10, PG 42
LOT 58
SHEET DESCRIPTION:
CLEARWATER BEACH HOTEL
NORTH BLOCK
BOUNDARY SURVEY
AND MEAN HIGH WATER
LINE SURVEY
LCS
9-27-04
REVISE WALL AND PUMP STATION DESCRIPTIONS
NO.
DATE
REVISIONS
ASPH PARKING
LOT 57
SHEET INDEX,
1. SURVEYOR'S REPORT
2. MAP OF SURVEY
BY
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QUALITY
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ADDITIONS OR DELETIONS TO SURVEY MAPS
OR REPORTS BY OTHER THAN THE SIGNING
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JOB NUMBER.
997-250
EPN,
53
SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
V ALlD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
- DAV'::IlLIAM ~'D::: ~
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 5840
ST A TE OF FLORIDA
PROJECT DATA BASE.
157
fiELD BOOK NUMBER a PAGES,
1181/6-27 & 1182/6-14
LAST DATE OF ORIGINAL FELD WORK,
6-21-2004
SCALE.
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SURVEYOR'S REPORT
BOUNDARY SURVEY:
THE MAP AND THE REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER.
LEGAL DESCRIPllON:
(SEE DATA SOURCES 2)
PARCEL 1
Lots I through 13 and Lots 49 through 56, both inclusive, CLEARWATER BEACH PARK,
as per plat thereof recorded in Plat Book 10, Page 42, of the Public Records of
Pin e I I a s Co u n t y, F lor i d a .
PARCEL 2
Lots 43 through 48, Lots 65 through 71, and the South 14.75 feet of Lot 64,
CLEARWATER BEACH PARK, as per plat thereof recorded in Plat Book 10, Page 42, of
the Public Records of Pinellas County, Florida,
ACCURACY:
I. THE HORIZONTAL POSITIONS FOR THIS SURVEY WERE DERIVED FROM A CONVENTIONAL
GROUND TRAVERSE. THE ACCURACY STANDARD USED FOR THIS SURVEY, AS CLASSIFIED IN
THE MINIMUM TECHNICAL STANDARDS (6IGI7-6 FAC), IS "COMv'IERCIAL/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 WAS I FOOT IN 53,613 FEET.
2. HORIZONTAL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE, OR
DEVICES WITH EQUIVALENT OR HIGHER DEGREES OF ACCURACY.
DATA SOURCES:
I. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE WEST RIGHT-OF-WAY LINE OF NORTH
GULFVIEW BOULEVARD (GULF BLVD BY PLAT), BEING ASSUMED AS S07005'23"W, AND IS
SHOWN ON THE MAP OF SURVEY.
2. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A CHICAGO TITLE INSURANCE
COMPANY COMMITMENT FOR TITLE INSURANCE, ISSUED BY GREENE a SCHERMER, COMMITMENT
NUMBER 220300496, EFFECTIVE DATE OF SEPTEMBER 13, 2004 AT 5:00 PM. THE LEGAL
DESCRIPTION SHOWN HEREON IS AS IT APPEARS IN SAID COMMITMENT.
3. EASEMENTS AND RECORD DOCUMENTS WERE SUPPLIED TO THIS SURVEYOR WITH THE
COMMITMENT REFERENCED IN DATA SOURCES 2.
4. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF THE FOLLOWING PLATS: (a) "A
RE-SUB OF BLOCKS 10-11 LOTS 2 TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF
CLEARWATER BEACH", AS RECORDED IN PLAT BOOK 19, PAGE 96 [SHOWN AS (P) ON THE MAP
OF SURVEY]; (b) "FIRST ADDITION TO CLEARWATER BEACH PARK", AS RECORDED IN PLAT
BOOK IS, PAGE 60; (c) "CLEARWATER BEACH PARK", AS RECORDED IN PLAT BOOK 10, PAGE
42 [SHOWN AS (P2) ON THE MAP OF SURVEY]; AND (d) "REVISED MAP OF CLEARWATER
BEACH", AS RECORDED IN PLAT BOOK II, PAGE 5; ALL OF THE PUBLIC RECORDS OF
PINELLAS COUNTY, FLORIDA.
5. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF THE STATE OF FLORIDA DEPARTMENT
OF ENVIRONMENTAL PROTECTION "PINELLAS COUNTY COASTAL CONSTRUCTION CONTROL LINE
MAP OF RECORD", AS RECORDED IN BULK HEAD BOOK 2, PAGE 79 OF THE PUBLIC RECORDS
OF PINELLAS COUNTY, FLORIDA. [SHOWN AS (P3) ON THE MAP OF SURVEY]
UMITA 1l0NS:
I. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR/CERTIFIED TO WILL
BE THE RE-USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR.
2. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS AFFECTING THIS PROPERTY
THAT MAY OR MAY NOT BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
3. PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS. THERE MAY
BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION.
4. CALCULATED (C) GEOMETRY SHOWN HEREON WAS CALCULATED USING FIELD LOCATED
POINTS AND CERTAIN PUBLISHED DATA.
5. 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 THUS CONSTITUTES NEITHER A GUARANTEE NOR A
WARRANTY.
6. SUBSURFACE FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED.
7. IRRIGATION EQUIPMENT AND/OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS
OTHERWISE SHOWN ON MAP OF SURVEY.
6. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND/OR THEIR APPURTENANCES WERE
PERFORMED BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN ON THE MAP OF SURVEY. ONLY
THE UNDERGROUND UTILITIES AND/OR THEIR APPURTENANCES WHICH WERE VISIBLE FROM
GROUND LEVEL TO THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED
AND MAPPED. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED
BY THE SURVEYOR TO VERIFY THE EXISTENCE OF ANY UNDERGROUND UTILITIES AND/OR
THEIR APPURTENANCES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES AND/OR THEIR APPURTENANCES SHOWN COMPRISE ALL SUCH UTILITIES IN THE
AREA, EITHER IN SERVICE OR ABANDONED.
9. HORIZONTAL DIMENSIONS FROM BOUNDARY LINES TO LOCATED ITEMS WHICH USE
SYMBOLS, (SEE SYMBOLS LEGEND) ARE MEASURED TO THEIR CENTER.
10. NO INFORMATION ON ADJACENT PROPERTY OWNERS WAS SUPPLIED TO THIS SURVEYOR.
I I. LEFT BLANK INTENTIONALLY.
12. NO MAPPING OF INTERIOR FEATURES WAS PERFORMED. ONLY THE VISIBLE
IMPROVEMENTS WHICH ARE NEAR OR CROSSOVER THE SUBJECT PROPERTY BOUNDARY LINES
WERE MAPPED AND SHOWN ON THE MAP OF SURVEY.
13. SUBJECT PROPERTY LIES WITHIN FLOOD ZONES AE(EL I I), AE(EL 12) AND VE(EL
13), BASE FLOOD ELEVATIONS ARE THE "EL" NUMBERS, PER FLOOD INSURANCE RATE MAP,
MAP NUMBER 12103COI02G, EFFECTIVE DATE SEPTEMBER 3, 2003.
THE FLOOD ZONE LINES SHOWN ON THE MAP OF SURVEY WERE SCALED FROM THE ABOVE
REFERENCED FEDERAL EMERGENCY MANAGEMENT AGENCY MAP. THE FLOOD INSURANCE RATE MAP
ZONE LINES SHOWN ARE APPROXIMATE. AN ACCURATE ZONE LINE DETERMINATION SHOULD BE
MADE BY THE PREPARER OF THE 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 LINES AS SHOWN. THE ABOVE REFERENCED FEDERAL
EMERGENCY MANAGEMENT AGENCY MAP STATES IN THE NOTES TO THE USER THAT: (a) "THIS
MAP IS FOR USE IN ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM; IT DOES
NOT NECESSARILY IDENTIFY ALL AREAS SUBJECT TO FLOODING"; (b) "FLOOD ELEVATIONS
ON THIS MAP ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1986. THESE
FLOOD ELEVATIONS MUST BE COMPARED TO STRUCTURE AND GROUND ELEVATIONS REFERENCED
TO THE SAME DATUM."
fJ
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS. ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
3030 Starkey Blvd. New Port Richey FL, 34655
Tel: (727) 849-7588 - Fox: (727) 848-3648
Certificate of Authorization: LB 6707
State of Florida
BOUNDARY INCONSS1ENaE~
I. ANY ANGULAR AND/OR DIMENSIONAL DISCREPANCIES BETWEEN THE LEGAL DESCRIPTION(S)
AND THE FIELD LOCATED OCCUPATION BOUNDARY CORNERS, AND BOUNDARY CORNERS WITH
MULTIPLE BOUNDARY MONUMENTS ALONG WITH THEIR CORRESPONDING QUADRANT DIRECTIONAL
MISSES, ARE SHOWN ON MAP OF SURVEY.
2. THE FOLLOWING ITEMS WERE UTILIZED TO PERFORM THE MATHEMATICAL CALCULATIONS
NECESSARY TO DETERMINE THE DIMENSIONS OF LOTS 43 THROUGH 71, "CLEARWATER BEACH
PARK", (SEE DATA SOURCES 4c) AND A PORTION OF THE SUBJECT PROPERTY:
(a) THE OVERALL DIMENSION FOR THE EAST RIGHT-OF-WAY OF NORTH GULFVIEW BLVD (GULF
BLVD BY PLAT) IS CALCULATED TO BE 347.20 FEET. THE FIELD MEASURED DIMENSION WAS
FOUND TO BE 347.14 FEET. THE RESULTING 0.06 FOOT DEFICIENCY WAS PROPORTIONED AT
0.000173' PER FOOT.
(b) THE OVERALL DIMENSION FOR THE WEST RIGHT-OF-WAY OF MANDALAY AVENUE (CAUSEWAY
BLVD BY PLAT) IS CALCULATED TO BE 370.70 FEET. THE FIELD MEASURED DIMENSION WAS
FOUND TO BE 369.62 FEET. THE RESULTING 0.66 FOOT DEFICIENCY WAS PROPORTIONED AT
0.00237' PER FOOT.
EASEMENTS/RIGHTS-QF-WA Y:
I. SEE LIMITATIONS 2
2. SEE DATA SOURCES 2 AND 3
3. THE RIGHT-OF-WAY FOR MANDALAY AVENUE (CAUSEWAY BOULEVARD BY PLAT) IS BY THE
PLA T OF" FIRST ADD I TI ON TO CLEARWATER BEACH PARK", AS RECORDED I N PLAT BOOK I 5 ,
PAGE 80. (SEE DATA SOURCES 4d)
4. THE RIGHT-OF-WAY FOR BAYMONT STREET IS BY THE PLAT OF "CLEARWATER BEACH PARK
" (SEE DATA SOURCES 4c) AND "A RE -SUB OF BLOCKS 10- I I LOTS 2 TO 15 1 NCL. BLOCK 9
OF THE REVISED MAP OF CLEARWATER BEACH"(SEE DATA SOURCES 4a).
5. THE RIGHT-OF-WAY FOR NORTH GULFVIEW BOULEVARD (GULF BOULEVARD BY PLAT) IS BY
THE PLAT OF "CLEARWATER BEACH PARK" (SEE DATA SOURCES 4c).
6. THE RIGHT-OF-WAY FOR BEACH DRIVE IS BY THE PLAT OF "CLEARWATER BEACH PARK"
(SEE DATA SOURCES 4c).
THE FOLLOWING ARE PER SCHEDULE B - SECTION 2 OF THE COMMITMENT REFERENCED IN
DATA SOURCES 2: [NUMBERS WITHIN (I) CORRESPOND WITH THE COMMITMENT]
7. (5) Distribution Easement made by and between Edwin R. Hunter and Florida
Power Corporation fi led October 24, 1965 in Official Records Book 6345, Page
1137, of the Publ ic Records of Pinellas County, Florida. [THIS DOCUMENT
DESCRIBES THE EASEMENT AS "that ten foot wide strip of land lying five feet on
each side of the centerl ine of Grantee's faci I ities", A BLANKET TYPE
NON-PLOTTABLE EASEMENT THAT AFFECTS LOTS I THROUGH 5 AND LOTS 49 THROUGH 52,
"CLEARWATER BEACH PARK" ONLY.]
6. (6) Terms and conditions of that certain Stipulated Motion for Entry of Final
Judgment by Consent/Settlement Agreement recorded in Official Records Book 6977,
Page 482, of the Publ ic Records of Pinellas County, Florida. [THIS DOCUMENT
AFFECTS LANDS WEST OF AND ADJACENT TO LOTS I THROUGH 13, "CLEARWATER BEACH
PARK" ]
9. (7) Bui Iding Line as set fourth upon the Plat of Clearwater Beach, according
tot he p I at the reo f r e cor de din P I at Boo k 10, P age 42, 0 f the Pub I i c R e cor d s 0 f
Pinellas County, Florida. [SHOWN AS (P2) ON THE MAP OF SURVEY]
10. (9) Terms, provisions, stipulations and conditions contained within Permit
as recorded in Deed Book 1256, Page 479, of the Public Records of Pinel las
County, Florida. [THIS DOCUMENT IS A PERMIT FOR LOTS I THROUGH 5 "CLEARWATER
BEACH PARK" OF THIS SURVEY]
I I. (10) Easement granted to Florida Power Corporation recorded in Official
Recards Book 4345, Page 941, of the Publ ic Records of Pinellas County, Florida.
[THIS DOCUMENT DESCRIBES THE EASEMENT AS "lying 5.0 feet on each side of the
centerl ine of GRANTEE'S faci I ities", A BLANKET TYPE NON-PLOTTABLE EASEMENT THAT
AFFECTS LOTS 47, 46, 66 and 67, "CLEARWATER BEACH PARK" ONLY.]
12. (II) Easement Agreement as set out in Warranty Deed dated MQY 1,1950 and
recorded in Deed Book 1267, Page 137, of the Publ ic Records of Pinel las County,
Florida. [SHOWN AS (02) ON THE MAP OF SURVEY]
13. (13) Notice to Lien Claimants fi led May 15, 1996 in Official Records Book
10097, Page 1637, of the Public Records of Pinellas County, Florida. [THIS
DOCUMENT AFFECTS THE ENTIRE PARCEL 2 OF THIS SURVEY]
APPARENT PHYSICAL USE:
THE SUBJECT PROPERTY APPEARS TO CONTAIN VARIOUS BEACH RESORTS LOCATED ON
CLEARWATER BEACH, CITY OF CLEARWATER, FLORIDA, AND CONTAINS IMPROVEMENTS NOT
SHOWN ON THE MAP OF SURVEY. (SEE LIMITATIONS 12)
PREPARED FOR:
JMC COMMUNITIES, INC.
CERllFlED TO:
CBR DEVELOPMENT I I, LLC
AMSOUTH BANK, ITS SUCCESSORS AND/OR ASSIGNS AS THEIR INTEREST MAY APPEAR
CHICAGO TITLE INSURANCE COMPANY
GREENE a SCHERMER
BRICKLEMYER, SMOLKER a BOLVES, P.A.
SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE:
DAVID WILLIAM McDANIEL
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 5640
STATE OF FLORIDA
DOCUMENT LEGEND
(L) = LEGAL DESCRIPTION DATA
(P) = PLAT BOOK 19, PAGE 96 DATA
(P1) = PLAT BOOK 26, PAGE 17 DATA
(P2) = PLAT BOOK 10, PAGE 42 DATA
(P3) = BULK HEAD BOOK 2, PAGE 79 DATA
(D) = OFFICIAL RECORDS BOOK 2859, PAGE 76 DATA
(D1) = OFFICIAL RECORDS BOOK 2228, PAGE 719 DATA
(D2) = DEED BOOK 1267, PAGE 137 DATA
SUBJECT,
SHEET DESCRIPTION,
CLEARWATER BEACH HOTEL
OVERALL
(HUNTER SOUTH BLOCK AND
ANASTASOPOULAS PARCEL)
BOUNDARY SURVEY
ABBREVIATIONS LEGEND
AC
A/C
ADW
ADS
ASPH
B/C
BCCM
BFPD
BLDG
BNDY
BWF
(C)
C/C
CCCL
CCR
CDW
CI
~
CLF
CM
CMP
CO
CONC
COR
CPB
cis
C/T
DB
DCVA
DNR
DEPT
DIA
DIP
DMH
E
ECMP
EL
EOW
E/P
ERCP
ESMT
(F)
FCM
FOOT
FH
FIR
L1NETYPE LEGEND
= Acres
= Air Conditioner
= Asphalt Driveway
= Advance Drainage Systems
= Asphalt
= Back of Curb
= Boord of County Commissioners Minutes Book
= Bock Flow Prevention Device
= Building
= Boundary
= Barb Wire Fence
= Calculated Data
= Covered Concrete
= Coastal Construction Control Line
= Certified Corner Record
= Concrete Driveway
= Curb Inlet
= Center Line
= Chain Link Fence
= Concrete Monument
= Corrugated Metal Pipe
= Clean out
= Concrete
= Corner
= Condo Plat Book
= Concrete Slob
= Curb Tie
= Deed Book
= Double Check Valve Assembly
= Department of Natural Resources
= Department
= Diameter
= Ductile Iron Pipe
= Drainage Manhole
= East
= Elliptical Corrugated Metal Pipe
= Elevation
= Edge of Water
= Edge of Pavement
= Elliptical Reinforced Concrete Pipe
= Easement
= Field Data
= Found Concrete Monument
= Florida Department of Transportation
= Fire Hydrant
= Found Iron Rod and Cap
= Boundary Line
= Center Line
- - - - - - - = Easement Line
-.- --- -.-=EdgeofWater
^
^
- .. . . .. .. .. . ... . . . . . . . . . . .. . . .. . . . . . . . - = Toe of Slope or Grade Break
SYMBOLS LEGEND
+ = Aerial Target
.=
.fP~ =
m=
@ =
. =
. =
~=
@ =
Ifill =
~ =
FPCPS =
;;Iv =
~=
<D =
F=
P.<.
~ =
~=
~P..? =
l!H=
@ =
J;t =
fEl=
-)
x:x
m
Bench Mark
Cable TV Paint Stripe
Cable TV Box
Communications Manhole
Concrete Light Pole
Concrete Post
Concrete Utility Pole
Drainage Manhole
Electric Box
Electric Manhole
FPC Paint Stripe
FPC Pedestal
Fire Hydrant
Flag Po,le
Gas Line Marker
= Gas Filler Cap
Gas Val ve
Gas Meter Box
Gas Line Paint
Grote Inlet
GTE Manhole
GTE Pedestal
Stripe
= Jurisdictional Line
= Right-Of-Way Line
= Section Line
^
= Top Bank or Top of Berm
GTE Marker
= Guy Wire
= Light P,ole
= Moil Bo)(
Metal Post
Monitoring Well
Parking Meter
Reclaimed Water Paint Stripe
Reclaimed Water Box
Reclaimed Water Valve
Sanitary Sewer Manhole
Sanitary Cleanout
Sanitary Sewer Paint Stripe
Section Corner
Siamese Connection
Sign
Sprinkler Control Box
Sprinkler Head
Storm Water Point Stripe
= Traffic Signal Box
Traffic Signal Pole
Water Line Paint Stripe
[:wJ = Water Meter
~ = Water Valve
= Wood Utility Pole
= Wood Light Pole
(I = Wood Post
e =
~ =
~ =
R..WP~ =
~=
~ =
@ =
o =
SANPS =
~=
ft=
-,,-- =
~=
~ =
STMPS =
~
f.j"fJ=
WPS =
<"tL
~
FN
FND
FN&D
FFE
FN&TT
FOP
FPB
FPC
FPP
FRRS
FT
F/T
FXC
G/A
GE
GI
GV
IE
INV
LB
LP
LS
MAS
MES
MH
MHW
MOL.
N
N/C
N/F
NAD
NAVD
NGS
NGVD
NP
(NR)
O/A
OHW
ORB
(PA)
PB
PC
PCED
PCP
PG(S)
PI
'},~
'},~.
i- = Point of Elevation
25.2' = Calculated Dimension from StructUlre
=- to Boundary / Right-of-Way Line
2
1
10-8-04
9-28-04
ADD SURVEYOR'S CERTIFICATE
UPDATE TO t~EW TIlLE COMMITMENT AND REVISE WALL DESCRIPTION
NO.
DATE
REVISIONS
LCS
LCS
BY
= Found Nail
= Found
= Found Nail and Disk
= Finished Floor Elevation
= Found Nail and Tin Tab
= Found Open End Iron Pipe
= Florida Power Corporation Box
= Florida Power Corporation
= Found Pinched Iron Pipe
= Found Railroad Spike
= Feet
= Fence Tie
= Found X-cut
= Guy Wire Anchor
= Grate Elevation
= Grote Inlet
= Gas Valve
= Invert Elevation
= Invert
= Corporate Certification Number
= Light Pole
= Licensed Surveyor
= Masonry
= Mitered End Section
= Manhole
= Mean High Water
= More or Less
= North
= No Cap
= Not Found
= North American Datum
= North American Vertical Datum
= National Geodetic Survey
= National Geodetic Vertical Datum
= Normal Pool Elevation
= Non Radial
= Overall
= Overhead Wire
= Official Record Book
= Property Appraisers Map Data
= Plat Book
= Point of Curvature
= Pinellas County Engineering Department
= Permanent Control Point
= Pages
= Point of Intersection
Section 8, Township 29 South, Range 15 East,
City of Clearwater, County of Pinellas, State of Florida
PID
It
PLS
POB
pac
POL
PRM
PSM
PT
PVC
(R)
RCP
RLS
RNG
R/W
S
SCM
SEC
SHW
SIR
SIR(W)
SMH
SN&D
SN&D(W) =
SQ
SR
STY
s/w
TBM
TOB
TRAV
(TYP)
TWP
U/P
VCP
W
W/
W/F
WM
WUP
WiT
wv
= Permanent Identification Number
= Property Line
= Professional Land Surveyor
= Point of Beginning
= Point of Commencement
= Point on Line
= Permanent Reference Monument
= Professional Surveyor and Mapper
= Point of Tangency \ Point
= Polyvinyl Chloride Pipe
= Recorded Data
= Reinforced Concrete Pipe
= Registered Land Surveyor
= Range
= Right of Way
= South
= Set Concrete Monument, 4"x4", PRM LB 6707
= Section
= Seasonal High Water Elevation
= Set 5/8"'ron Rod and Cap, FOC LB 6707
= Set 5/8"'ron Rod and Cap, FOC LB 6707 WITNESS PT
= Sanitary Manhole
= Set Nail and Disk, FOC LB 6707
Set Nail and Disk, FOC LB 6707 WITNESS PT
= Square
= State Road
= Story
= Sidewalk
= Temporary Benchmark
= Top of Bank
= Traverse
xx.
= Typical
= Township
= Utility Pole
= Vitrified Clay Pipe
= West
= With
= Wood Fence
= Water Meter
= Wood Utility Pole
= Wall Tie
= Water Valve
= Degrees
= Minutes (Bearings)
= Seconds (Bearing)
= Feet (Distances)
RECEIVED
NOV 1 9 2004
PLANNiNG DEPARTMENT
CITY OF CLEARWATER
,
xx
"
xx
,
xx
SURVEYOR'S CERTlEJCA TE
To: CBR Development I I, LLC; Amsouth Bank, Its Successors And/or Assigns as their interest
may nppear; Chicago Title Insurance Company; Greene a Schermer; and Bricklemyer, Smolker a
Bolves, P.A.:
I hereby certify that on the 21st doy of June, 2004:
(a) this survey was made on the ground as per the field notes shown on this survey and
correctly shows (i) the boundaries and areas of the subject property and the size,
location, and type of bui Idings and visible improvements which are near or crosses over
the ex te r i 0 r pro per t y Ii n e san d the d i s tan c e from sa i d b u i 1 din g s t 0 sa i d pro per t y; (i i )
the location of Rights-of-Way, easements and other supplied matters of record (of which I
have knowledge or have been advised, w.hether or not of record) affecting or benefiting the
subject property; (iii) (this is intentionally left blank) (iv) abutting dedicated public
streets providing access to the subject property, together with the width and name
thereof; and (v) (this is intentionally left blank);
(b) except as set forth below, there are no (i) visible encroachments upon the subject
property, by visible improvements on adjacent property, (ii) visible encroachments on
adjacent property, streets, or alleys by visible improvements on the subject property;
(iii) party walls; or (iv) conflicts or protrusions. The exceptions to the above
statements are as follows: (I) a concrete retaining wall and cap crosses the South line of
Lot 13, CLEARWATER BEACH PARK, 27' +j- East of the Southwest corner of Lot 13; (2) the
West edge of a concrete sidewalk meanders from 0.3' +/- West to 0.2' +/- East of the East
I ines of Lots I through 13, CLEARWATER BEACH PARK; (3) a concrete retaining wall and cop
crosses the North I ine of Lot I, CLEARWATER BEACH PARK, 30' +/- East of the Northwest
corrler of Lot I; (4) an overhead wire crosses the South line of Lot 13, CLEARWATER BEACH
PARK, 1.7' +/- West of the Southeast corner of Lot 13; (5) a gas valve is 0.3' +/- East of
the West I ine of Lot 47, CLEARWATER BEACH PARK, 1.0' +/- North of the Southwest corner of
Lot 47; (5) a guy anchor is 0.3' +/- East of the West I ine of Lot 51, CLEARWATER BEACH
PARK, 9.1' +/- North of the Southwest corner of Lot 51; (6) a wood gazebo is 1.6' +/- West
of the West I ine of Lot 56, CLEARWATER BEACH PARK, and 1.6' +/- North of the North I ine of
Lot 56, at the Northwest corner of Lot 56; (7) overhead wires cross the North I ine of Lot
56, CLEARWATER BEACH PARK, 2.0' +/- West of the Northeast corner of Lot 56; (6) overhead
wires cross the East line of Lot 56, CLEARWATER BEACH PARK, IS' +j- South of the Northeast
corner of Lot 56; (9) a wood shed is 1.2' +/- West of the East I ine of Lot 54, CLEARWATER
BEACH PARK, 5.4' +/- South of the Northeast corner of Lot 54; (10) overhead wires cross
the East I ine of Lot 54, CLEARWATER BEACH PARK, 5.4' +/- South of the Northeast corner of
Lot 54; (II) the West of a concrete sidewalk is 0.2' +/- West of the Southeast corner of
Lot 71, CLEARWATER BEACH PARK; and (12) a bui Iding overhang extends South (3.2' on the
East side and 3.1' on the West side) of the South I ine of Lot 71, CLEARWATER BEACH PARK;
(c) ingress to and egress from the subject property
Baymont Street and North Gulfview Boulevard,
RightS-Of-Way maintained by the City of Clearwater,
and is not paved];
is provided by Mandalay Avenue,
all being paved, dedicated public
Florida. [Beach Drive is a sand beach
(d) The project (subject property) is currently going through a City of Clearwater,
Florida "INFILL" process which al lows for a range of setbacks from zero (0) feet to
twenty-five (25) feet. The proposed setbacks are indicated on the site plan recently
submitted to the City of Clearwater, Florida, but are subject to change during the
approval process, and therefore are not shown on the map of survey;
(e) the subject property I ies within Flood Zones AE (base flood elevation II), AE (base
flood elevation 12) and VE (base flood elevation 13), Per Flood Insurance Rate Map, Map
Number 12103COI02G, Effective Date September 3, 2003. The Flood Zone Lines shown on the
map of survey were scaled from the above referenced Federal Emergency Management Agency
Map. The Flood Insurance Rate Map Zone Lines shown are approximate. An accurate Zone Line
determination should be made by the preparer of the 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 Lines as shown. The above referenced Federal
Emergency Management Agency Map states in the notes to the user that: (a) "this map is for
use i n a dm i n i s t e r i n g the N at ion a I F I 00 din sur an c e Pro g r om; i t doe s not n e c e s s a r i I Y
identify al I areas subject to flooding"; (b) "flood elevations on this map are referenced
to the North American Vertical Datum of 1966. These flood elevations must be compared to
structure and ground elevations referenced to the same datum."
(f) that this survey meets the Minimum Technical Standards for Land Surveying in the State
of Florida, as of the date of this Certificate.
SHEET INDEX.
1. SURVEYOR'S REPORT
2. MAP OF SURVEY
DWMD
DWMD
QUALITY
CONTROL
ADDITIONS OR DELETIONS TO SURVEY MAPS
OR REPORTS BY OTHER THAN THE SIGNING
PARTY OR PARTIES IS PROHIBITED.
JOB NUMBER, I EPN,
997-250 I 53
PROJECT DATA BASE,
157
FIELD BOOK NUMBER 8 PAGES,
1181/6-27 & 1182/6-14
LAST DATE OF ORIGINAL FIELD WORK,
6-21-2004
SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
V ALlD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
~- ~L1AM. :NI~[ ~
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 5840
STATE OF FLORIDA
SHEET
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L. SUTTLEHAN
CHECKED
L. SUTTLEHAN
QUALITY CONTROL
D. McDANIEL
I I I TRACT A
I A RE-SUB OF BLOCKS 10-11 AND
f---7 ~ LOTS 2 TO 15 INCL. BLOCK 9 OF THE
! :? ~. I REVISED MAP OF CLEARWATER BEACH
: ~ BEACH DR(P) I PB 19, PG 96 SE COR TRACT A ~
;;$ GULF DRIVE L I I I IJJ IJJ FCM 3-1/2"x3-1/2.
S LINE TRACT A
I
------------------ 25~:::::EF::. 294 ~ A~. ; J ~o -- ~:.Dt~~1'j.Dp~3~__ :r. jJ , - --A1lW--r--'-~-- -~, ~ --- ~.l~t~ ----PI ____ ~~ '"
.1Illl!f. '" " Y I ~ ~ f~ ~ ~ ~
STREET P ~ CONC s/w Y 'IT Lu rLu ~ . .
PER DB 1550, PG 629 ~__ A, "ii, ::5 ~ '\ S CDW \. ^ 0.5' CONC CURB ASPH PARKING ~T~\ ~ r' ~
_ _ '-., _ 'w ~-::..~ & \ r7' / @y-/ - ..
- SN ( ) rr - "'" ~ \ -~~ >: - - r..... ;1' CONC CURB l' ~
OW, ,/ A ~ 0a ,~\ ~ J q If oY:-~ S89'26'04"ECF) - - - - Q t - - : -
1 ~ ~ SEA OATS(TYP) ~ J V" sa'. BAYMONT ST(F) 'l4-, 337.35'CF) - d - AP SND
'\ 40' R/W ICONC MEDIAN ) :;,,/ /} @
SEE DETAIL ~ $----;-OHW ~ / 100.65 (P2.F) ~ (PB 10, PG 42) I' R/ {:\
re!\k. A '~~"""=5 ~ E/P 18.0'N CONC CURB '" (fill ~0
1.5' CONC CAP ,'~ SEA OA TS(TYP) CONC S/w I.....:? OHW '\ 0:: " .......:>... , "...... ~ V'
SEE DETAIL 1 .. ~ /1/ CDW l=' (/) ~ ,P: ~ I~IW~I f ", ( ~ t;=
_ 72.94'(C) TO CCCL SND fi'---.. Ss9'26'~4'ECC.n'J o%-CONC CURB ~ 'd ~ CDW .~ x:;x x:;x . CDW fEIDIEI!6Jb' ^'"j 'I-~
SIR Y FND X CUT':::, ~~~-'S89~04-;E(eF) ~ ~ j,c-50.33CC,:--; - ,,,CJt:-, - 0: 0: - elf; _SIRS89;~06~'~~;1)HW.,J~..... ~ tl\~< CROSS WALK
~ O'O~~.~. 1<: l00.65'(pir; " 1 '" ~ CI ~...!. f '--FIR 5/S" IB 67)7 CONC I~ V . "(P2) ~~,!~,2',~{~ .. I ~ !e \ \ \
d ~ "LOT 1 I ~ VI 1;: I 0' '" == J WOOD GAZEBO 4.1'W,:;; __ CONC /....OT 51 ":
I') U') ..; .!!:..S CONC CURB ON CIS ,,~K K U'......~~ 100 P2 ~ ~ SND
MAS WALL (.>f'.~'~ I; ~ ~ w ~ ,1 LOT 56 . -!'~NTER f'-< ~f..~<::.... '..." I 1------"": FN&D La 5776
ON CONC CAP ~-\' I ::; '" ~ --:~~~.~J:S) ~~"?i;;\"'0 '-... '" LO I I I CONTROL POINT
~~(~< I 6 So,,,,Q I 100'(P2)-y--::.~~"-.:::~~I/ ~~~,,~~'''~; T 58 I' I 0'" 0.04'N,O.12'W
" ~ 0.~~ () f.ij ~~ I I ,~~~'it!/ ",-,,~6W/F' ::--6!1
~ ~~'''- LOT 12'(P2) / f~- I '1 }Jt--'~~ ! LOT 55 ~~'~0.1. ~~~?;' 100'(P2) , I i1i, ~
~ ' " ::-- ~ ~ X It) 3 & 2-STY ......~~~I ~ '<'f::'6!~".. I ~
I WOOD DECK~ 1/ ~PARCEL 1(L1cON~ s/w ~ OJ ~ 0 ~ ,,0' MAS BLOG # 495 100'(P2) "~~~~)18 ~~1f~~ " " .~
. '/ ":=""'''91 ocr 52 I - P_!5 6 ~ g~ (NOT MAPPED) ~LDG O~E,RH~A~~~ ~~:~~"0'-\ LOT 59 i I ~'" It)
........,,' VI ~ () () COo in "? I ('\."S'....... ~,'" ":Y J-.. ,,:".~.............." I ~ a. P
. '" :-..:-~:co 0 'V 100'(P2) I I1EfJ ~ ~ r.., I '" ~ I I 1-STY...........................::, II.;. 0.~; 1 0~ ~""~ 100'(P2) i : ti' ,...
~ . ~ /) () ~<~ it "II:: ..... (3Jm J" 8 a.:r LOT 54 UAS BLO.G ~~" 0" 0::$" ~')iQOe ,SHE,? 1.2'W I N I ~
O. N ....... ,,~ 0 ~ I ~ z~ ,,!"I ;.., _, m, ~~~' '>:..~\:'~'~
MAS WALL " ~::;: LOT 3 < -J '" It) " ~ I <::...........-.......'IO,'\'\; " l::,<2."'........, ,...... ":",-:
~ ON CONC CAP ['.... ': l: 5 ~ I 1lI&1lI :i!:- P \ ,,'0' I ~;::::<:~'~~"~ f' L ~ :i;;~:\:~",~' I I I
~ ~~ ..'...'...".(I)Q::~ I ,,~~ ~ " b 6!ilI;O FIR 1/2. N/C 100'(P2) ,~~~,,\,Cl)'" I~ "':i1G'0'.:........."" LOT 60 J' 0'"
U' d N' ~~' .8 -( ~(P , f ~~ 1H ~ 1i, ~ 0.31'N'/0.os'w ~"Z<~'-..~~~ 'of' f:) ~~~"1~'sTv MAS I' ~ ~
~ ~ ~ (.> ~;:,~ Q. 'VU(P2)----;-, ~~~_ / IN LOT 53 WOOD SH"ct,\V~'''''''''f'., ~~"'\"BLOG # 490 ' ~ N
~ j ,,~ '>:~''\....... " I '-7S It CONC S/WI ~..~;Z~ " 11!:~~' ~-- I
C'I Q. 5 ~ ". ~ LOT 4 , "a.C-J _ ~ "'" r PARCEL 1 (L) ... "S\:'.t, I ..,,,,.::--,OH~ I' ~I "
Il. 2 -(' v" FP" ...... ~,..;!U.. \. '" ",'-..,,", LOT 61 (\j I
'-' 0 IJJ I'...,....................."\:, - VI w..J,,~ I CONC ~..-.:::IIl' ~\....... "'~>--FN&D LB 3889 I .e. 0'"
^' CO I("'" ~ :....""................'\. 10' ~ N~ C', ~ 100'(P2) 3.1W1-.... ," 071'N OOS'E ~ ~N
w;. 2 \ ~ JNIL ll! ~II I - _!....-/ t:' ~~ I &..C.ARWATEb 6'W/F '7T-l,2~ ':\"~~ . ,. I I ~ ~~I
o ~ ~ " I - ~ "-' ,() '" '" ~ I BEACH ~ U/P-l.5:i 1Ifrf.~':\.' 100'(P2) IJJ ~ '"
ox C3 ,~. ,~ SEA OAT III CONC CDW -.0 I N 0:: Ps PARK LOT GIIA-0'9't: 11. ,,;:,~.~~ OH~"'-"- I (I) I
:r - N .,10 ill -'" - ,.:> r.! ~ 10, PG 42 52 , "'~"C-J"" ,,,~~ I~ ""'"'
_ F= :z - LOT 5 ~"j '" cow C'I-J t:! ~ "'):.~ ,,"'''\...~ ..... 11.a...
.~ ~ a.W .~ 1 ~ ~ ~ a.. CD 0 L.. "lw' & I ~ ....~~~~;~' LOT 62/ I €3 " ~
..., ;>' IJJ 10 0 '-' <( ? "0' 100'(P2) - O. 1_ ~"~ <\..' ./t.I ()".-
CD O. 100'(P2) 21 '" , O~ 0 <<N,,- <( 1_ 'L ",'" .....'.. I .'>0, ::--'" 0)
~ I- "'/ / 1 ::; MAS WAll ~ ~ .:> ~ Cl:: a- ~ ~ . , ~ ..:>........", " (/) c;'; ~ 'V
~ 5? :i!:- FND X CUT 0<':>1 W/T-0.3'WI- _;;/ ~ ;F LIU')N~ 1& LOT 51 . ~ ~'~~.:~" 100'(P2) I {fl ..,: 1G d
~ ~ 0.10'S , LOT 6 "...,..;i*...... '" I_~ ,." IE "'- 2:4.97'(C)...',::;",~ Cl:: N '/~
~ '1 CLE a:/FND X CUT l&.. l&.. ~ :i ASPH PARKING .CtlI ~ ~~~~1r:'4~::......"'''-...............~~''\:.J ,~~_I
_ 100'(P2) 1 B ARWATER O/0.1S'N, 0.10'E ~ -Jijl,-J ~ ",Q <.:> 8 & :'\.'...... '~/C ON"C/~~~~ LOT 63 I ~ 0')
CCCL (SEE DATA SOURCES 5) _ ~ 'lr--pSEACH PARI< C'\II ~ l 71 C> ~ N :i!:-~ 19 100 P2) 0" <( ~~""~~~~~~ I I ~~~8
I 10 v, -- ~ ~'" ADW I.CO a. 0.7 WIDE CIS ~ 0: 1 lOB. ti)1
~ Q.f;)' ~o Q.f;)"! 'LPOGT472! ~-~ I < 1:Z A1 '" N ! ~ LOT 50 "J Nt; --!t:i ~~ i}~:?lsp1 i ~ 7~ N SNJ !
~ 1 I g d '" ~ ~ ,,0' 100'(P2) r.. ~ f 5\..~,"'" ..... ;:::.:h ;;::flANTER l--- / 0: 8
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~r ..., 100'(P2 I ~ 1 ~ ~ ~ 3i: ~ ~iw; ~ 6'W/F <1:>1,,- ---~~ LOT ~5 COVEREDCOINCS/w~E",& b:~ .s~
II.;. " 1" MAS WAll) I MAS WAll ~ /0 i5 t ::--ri y ; ASPH PARKINK,o::~ ~ V/ t f~ tc;'; ~ () ~ IE
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,." I "\...~: . " , " I~ B; 2 -~- -L . \P2.F') " ~ ~ I I E/p Ii 'G:'fj;"
.CtlI f-- 1 LOT 9::::: :\ ~'f~ 1;,. <( ,,0' I ~ '/ ~ ~ FIR 5/8- LOT 66 CONC S/~~ ~ )<.S~ t:' 0-
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" N' II ....", ~'\~~ ~ f:' () ....;;~ ~ LOT 47 ~ I ~ ~ J" ::> e"
~ ~ 'ttrDCONC~~;' lD~~' ~ ''" ~,." ~ N~ / ~ if ff l00'(P2) ! I ~ N ~ I : ;
FACE OF CONC RETAINING WALL., ===---- PARCEL 1 (L) c~~~ .{1,E\.s....-'\. ~ ____ ONS: yw ~ ~ LOTI g 1:'7 ~ 1" Q <C co
SEE DETAIL ,-- Pl:.~~\~ ~ CONC...... ~NC CURB 100'(P2) JU? f L-< ~ ~ ;t ~
" '" , 100'(P2) ,".,...~':\:~::,." OJ ,....... "';0 IOHW____ 100'(p.2)' I "? in t.vY -~ 0 ~
. ~ 1 2-STYMAS"~!5 0:: '-"'" LOT 46 0'" 1 ~ N ~ Z ~
1.5' CONC CAP ; ~ r LOT 11 BLO~,,~\Z;O\~~:I!I ~ ff / ~- ~~ I ~g ~ I 0.7' MAS WAll'~ ItM <C 0
SEE DETAIL . ./'"'" II CONC STEPS' ~ 6 () 1 ~ ~ ~ I ...... ~. ~ G ~ D:)
~ J _ '\. I \: ,,,~,.I'..., '\ " ~ ~ () Z 0' LOT 68 ""
\""" " ..." :-\;.... "'-; a. ,., ;... R a.'" ~U') I 100'(P2) j I ()" cn'- It)\ Fr:I:I
" - J'mn 100'(P2) *~'-...'~t. ~ N " ~ ~ r'Jin' g; CONC I PARCEL 2(L) __ gl ~ ~ i ~~~/~12'4'f.
N A .... PLANrER~"''''' () :r N ~ ~_ lu ~ N ~ ()
~ ) R CONC STEps ~~~"\~~~ 8 l' N I LOT 45 I E", 100'(P2) ~ : ~ PLANTERS
J ... ; LOT 12 ~oN6 f~~~ "-, :;;~ LOT 69 91 Q", ~ a. @..
If HI '::.......'\:::./0...'\:;.:::<'" ,,0' I ..,: ~ IlII ~ a.. 'C'r--:-
100'(P2) ':S::~:;:"""':....'f=..' Eo ~~ CONC I 100'(P2) '" ~ ~ 7;) ~ (} LJ ~ ~
fSEA OATS(TYP ~'/::;:'\.~~~, ~ ~~ I LOT 44 -~ J BLOG OVERHAJG N C-J ~ a ~
;; A 1 LOT 13 CON'c"?~~~ I:: .rI-. 5Q - 6~ E", 100'(P2) '.1-'1--. I t ~ ~ ~
,j '\ ~ I FN"CUT (' ~~~j ;,~'" ~ft T 1O"(P2) ~~ LOT 70 ;~'" M!;ID; ~
SIR ~ ~ ~o's ~ l ~~_ ~::r....~~ f: Vlj~ vo~~" : .f~ L I LOT 4':1 f' 1 () E", r d / PLANTER 2 2
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PER DB 1550, PG 629
NO R/W VACATION DOCUMENT PROVIDED
(SEE EASEMENTSjRIGHTS-OF-WAY 4)
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SUBJECT,
SHEET DESCRIPTION.
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
CLEARWATER BEACH HOTEL
OVERALL
(HUNTER SOUTH BLOCK AND
ANASTASOPOULAS PARCEL)
BOUNDARY SURVEY
2 10-8-04
9-28-04
3030 Starkey Blvd. New Port Richey FL, 34655
Tel. (727) 849-7588 - Fax. (727) 848-3648
Certificate of Authorization: LB 6707
State of Florida
ADD SURVEYOR'S CERTIFICATE
UPDATE TO ~IEW TITLE COMMITMENT AND REVISE WALL DESCRIPTION
LCS;
LCS
DWMD
DWMD ADDI110NS OR DELETIONS TO SURVEY MAPS
QUALITY OR REPORTS BY OTHER THAN THE SIGNING
CONTROL PARTY OR PARTIES IS PROHIBITED.
NO. DATE
REVISIONS
BY
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FIRST ADDITION
TO CLEARWATER
BEACH PARK
PB 15, PG 80
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SHEET INDEX,
1. SURVEYOR'S REPORT
2. MAP OF SURVEY
/
Section 8, Township 29 South, Range 15 East,
City of Clearwater, County of Pinellas, State of Florida
/
/
LOT 1
N
BELLE HARBOR
PB 125, PG 15
30
,
60
I
JOB NUMBER, EPN,
997-250 53
PROJECT DATA BASE.
157
FIELD BOOK NUM8ER 8 PAGES,
1181/6-27 & 1182/6-14
LAST DATE OF ORIGINAL FIELD WORK,
6-21-2004
SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
~
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SHEET
2
a. . ' ~
DA VID WILLIAM McDANIEL
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 5840
STATE OF FLORIDA
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SURVEYOR'S REPORT
BOUNDARY SURVEY AND MEAN HIGH WATER UNE SURVEY:
2. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A COMMITMENT FOR TITLE
INSURANCE, PREPARED BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT NUMBER
220400345, EFFECTIVE DATE OF APRIL 15, 2004 AT 5:00PM; TOGETHER WITH ENDORSEMENT
DATED 5/27/04. THE LEGAL DESCRIPTION SHOWN HEREON FOR PARCELS I THROUGH 3 ARE AS
THEY APPEAR IN SAID COMMITMENT. [SHOWN AS (L) ON THE MAP OF SURVEY] THAT PORTION
OF THE LEGAL DESCRIPTION FOLLOWING "TOGETHER WITH:" WAS CREATED BY FLORIDA
DESIGN CONSULTANTS, INC AT THE REQUEST OF ROBERT F. GREENE, AND IS NOT INCLUDED
IN THE SUPPLIED COMMITMENT. [SHOWN AS (LI) ON THE MAP OF SURVEY]
3. EASEMENTS AND RECORD DOCUMENTS WERE SUPPLIED TO THIS SURVEYOR WITH THE
COMMITMENT REFERENCED IN DATA SOURCES 2.
4. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF THE FOLLOWING PLATS: (a) "A
RE-SUB OF BLOCKS 10-1 I LOTS 2 TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF
CLEARWATER BEACH", AS RECORDED IN PLAT BOOK 19, PAGE 96 [SHOWN AS (P) ON THE MAP
OF SURVEY]; (b) "MILLER'S REPLAT", AS RECORDED IN PLAT BOOK 26, PAGE 17 [SHOWN
AS (PI) ON THE MAP OF SURVEY]; (c) "CLEARWATER BEACH PARK", AS RECORDED IN PLAT
BOOK 10, PAGE 42 [SHOWN AS (P2) ON THE MAP OF SURVEY]; AND (d) "REVISED MAP OF
CLEARWATER BEACH", AS RECORDED IN PLAT BOOK I I, PAGE 5; ALL OF THE PUBLIC
RECORDS OF PINELLAS COUNTY. FLORIDA.
THE MAP AND THE REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER.
LEGAL DESCRIPnON:
(SEE DATA SOURCES 2)
7. Easement over the South 25 feet thereof for street purposes as shown in that
certain instrument recorded in Deed Book 1550, Page 629, of the Publ ic Records
of Pinel las County, Florida. [AS SHOWN AS ON THE MAP OF SURVEY]
PARCEL 1:
8. A pedestrian easement and walkway for the general publ ic in perpetuity as
described and recorded in Official Records Book 2228, Page 719, of the Publ ic
Records of Pinel las County, Florida. [SHOWN AS (DI) ON THE MAP OF SURVEY]
PART OF TRACT A OF A RE-SUBDIVISION OF BLOCK 10 AND II, AND LOTS 2 TO IS,
INCLUSIVE, BLOCK 9, OF THE REVISED MAP OF CLEARWATER BEACH, AS RECORDED IN PLAT
BOOK 19, PAGE 96, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, DESCRIBED
AS FOLLOWS:
BEGIN AT THE SOUTHEAST CORNER OF THE SAID TRACT A AS SHOWN AS 3.68 ACRES, TO THE
POINT OF BEGINNING, BEING A POINT AT THE INTERSECTION OF THE NORTH LINE OF
BAYMONT STREET, AS SAID BAYMONT STREET IS SHOWN ON SAID RE-SUBDIVISION OF BLOCK
10 AND II, AND LOTS 2 TO 15, INCLUSIVE, BLOCK 9, OF THE REVISED MAP OF
CLEARWATER BEACH, WITH THE WESTERLY LINE OF MANDALAY ROAD, AND RUN THESE
N20045'OO"E, 182.23 FEET; THENCE NOI044'OO"E, 110.51 FEET TO THE CENTERLINE OF
AMBLER STREET, SAID AMBLER STREET IS SHOWN AND DEDICATED AS A PUBLIC STREET IN
THE REVISED MAP OF CLEARWATER BEACH, AS RECORDED IN PLAT BOOK I I, PAGE 5, OF THE
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE WEST ALONG THE CENTERLINE OF
SAID AMBLER STREET 420.00 FEET, MORE OR LESS, TO THE WATER OF THE GULF OF
MEXICO; THENCE IN A SOUTHERLY DIRECTION ON A MEANDERING LINE ALONG THE WATERS OF
THE GULF OF MEXICO. 321.00 FEET. MORE OR LESS, TO THE CENTERLINE OF SAID BAYMONT
STREET; THENCE EAST 385.00 FEET, MORE OR LESS, ALONG SAID CENTERLINE OF BAYMONT
STREET TO A POINT 40.00 FEET SOUTH OF THE POINT OF BEGINNING; THENCE NORTH 40.00
FEET TO THE POINT OF BEGINNING.
15. Easement in favor of Florida Power Corporation dated November 8, 1976 and
recorded February 28,1977 in Official Records Book 4515, Page 605, of the
Public Records of Pinellas County, Florida. [THIS DOCUMENT DESCRIBES THE
EASEMENT AS "lying 5.0 feet on each side of the centerl ines of 01 I of GRANTEE'S
foci I ities", A BLANKET TYPE NON-PLOTTABLE EASEMENT THAT ONLY AFFECTS TRACT A OF
PLAT BOOK 19, PAGE 96 AND LOTS I AND 10 AND THE SOUTH 80 FEET OF LOT 9 OF PLAT
BOOK 26, PAGE 17, AS SHOWN ON THE MAP OF SURVEY.]
16. Declaration of Transfer of Density dated J~pril 8, 1987 and recorded April
16, 1987 in Official Records Book 6472, Page 1147, of the Public Records of
Pinel las County, Florida. [THIS DOCUMENT AFFECTS THE ENTIRE SUBJECT PROPERTY
ALONG WITH THE FOLLOWING WHICH IS NOT A PART OF THIS SURVEY: LOTS I THROUGH 5
AND LOTS 49 THROUGH 42 OF CLEARWATER BEACH PARK, AS RECORDED IN PLAT BOOK 10,
PAGE 42 OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA.]
5. ELEVATIONS FOR THIS SURVEY ARE BASED UPON THE NATIONAL GEODETIC SURVEY,
NORTH AMERICAN VERTICAL DATUM, 1988 ADJUSTMENT (NAVD 1988). CONTROL BENCHMARKS
UTILIZED ARE: (a) DESIGNATED "F 3" BY THE NATIONAL GEODETIC SURVEY, PID-AG0504,
A FOUND CONCRETE MONUMENT WITH A BRASS DISK STAMPED "F 3", ELEVATION = 2.72
FEET, ADJUSTED: AND (b) DESIGNATED "AURAL A" BY THE NATIONAL GEODETIC SURVEY,
PID-AG0298, A FOUND CONCRETE MONUMENT WITH A BRASS DISK STAMPED "AURAL A",
ELEVATION = 11.82 FEET, ADJUSTED; BOTH AS PUBLISHED BY THE NATIONAL GEODETIC
SURVEY WEB SITE AT HTTP://WWW.NGS.NOAA.GOV.
PARCEL 2:
6. THE MEAN HIGH WATER ELEVATION OF 0.62'(NAVD 1988),
PROCEDURAL APPROVAL WAS PROVIDED BY ALVIN GLOER,
DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF
L I M ITA TI ONS I I )
TIDAL EPOCH 1983-2001, AND
P.S.M., OF THE FLORIDA
SURVEY AND MAPPING. (SEE
17. Distribution Easement in favor of Florida Power Corporation recorded
December 10, 1987 in Official Records Book 6640, Page 451, of the Public Records
of Pinel las County, Florida. [THIS DOCUMENT DESCRIBES THE EASEMENT AS "that ten
foot wide strip of land lying five feet on each side of the centerl ine of
Grantee's foci I ities", A BLANKET TYPE NON-PLOTTABLE EASEMENT THAT AFFECT THE
ENTIRE SUBJECT PROPERTY.]
THE NORTH 20.00 FEET OF VACATED AMBLER STREET LYING WEST OF THE EAST LINE OF LOT
9, PROJECTED SOUTH A SHOWN ON THE PLAT OF MILLER'S REPLAT, AS RECORDED IN PLAT
BOOK 26, PAGE 17, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
APPARENT PHYSICAL USE:
7. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF THE STATE OF FLORIDA DEPARTMENT
OF ENVIRONMENTAL PROTECTION "PINELLAS COUNTY COASTAL CONSTRUCTION CONTROL LINE
MAP OF RECORD", AS RECORDED IN BULK HEAD BOOK 2, PAGE 79 OF THE PUBLIC RECORDS
OF PINELLAS COUNTY, FLORIDA. [SHOWN AS (P3) ON THE MAP OF SURVEY]
THE SUBJECT PROPERTY APPEARS TO A BEACH RESORT (KNOWN AS THE CLEARWATER BEACH
HOTEL) LOCATED ON CLEARWATER BEACH, CITY OF CLEARWATER, FLORIDA, AND CONTAINS
IMPROVEMENTS NOT SHOWN ON THE MAP OF SURVEY. (SEE LIMITATIONS 12)
PARCEL 3:
LOT I AND 10 AND THE SOUTH 80.00 FEET OF LOT 9 OF MILLER'S REPLAT, AS RECORDED
IN PLAT BOOK 26, PAGE 17, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
UMITA nONS:
PREPARED FOR:
[SHOWN AS (L) ON THE MAP OF SURVEY]
I. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR/CERTIFIED TO WILL
BE THE RE-USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR.
TOGElHER WllH:
CERnAED TO:
JMC COMMUNITIES, INC.
The lands lying West of the Easterly Right-of-Way I ine of Gulf Drive. as shown
on the Plat of CLEARWATER BEACH, as recorded in Plat Book 5, page 2 of the
Publ ic Records of Pinel las County, Florida, lying East of the Mean High Water
Line of the Gulf of Mexico, lying North of the Westerly extension of the South
I ine of the North 20.00 feet of Ambler Street, as shown on said Plat of
CLEARWATER BEACH and the Plat of REVISED MAP OF CLEARWATER BEACH, as recorded in
Plat Book II, page 5 of the Public Records of Pinellas County, Florida, and
lying South of the Westerly extension of the North line of Lot I, MILLER'S
REPLAT, as recorded in P I at Book 26, page 17 of the Pub Ii c Records of Pine II as
County, Florida.
2. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS AFFECTING THIS PROPERTY
THAT MAY OR MAY NOT BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
JMC COMMUNITIES, INC.
CHICAGO TITLE INSURANCE COMPANY
GREENE AND SCHERMER
3. PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS. THERE MAY
BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION.
4. CALCULATED (C) GEOMETRY SHOWN HEREON WAS CALCULATED USING FIELD LOCATED
POINTS AND CERTAIN PUBLISHED DATA.
SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE:
ALL BEING MORE PARTICULARLY DESCRIBED AS:
5. SHOWN ANYWHERE ON THIS SURVEY, THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN
EXPRESSION OF A P~OFESSIONAL OPINION BASED UPON THE SURVEYOR'S BEST KNOWLEDGE,
INFORMATION AND BELtEF, AND THAT IT THUS CONSTITUTES NEITHER A GUARANTEE NOR A
WARRANTY.
DAVID WILLIAM McDANIEL
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 5840
STATE OF FLORIDA
A parcel of land being a portion of Tract A, "A RE-SUB OF BLOCKS 10-11 AND LOTS
2 TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF CLEARWATER BEACH", as recorded in
Plat Book 19, page 96 of the Publ ic Records of Pinel las County, Florida,
together with Lot I, Lot 10 and the South 80.00 feet of Lot 9, "MILLER'S
REPLAT" , as recorded in Plat Book 26, page 17 of the Publ ic Records of Pinellas
County, Florida, together with a portion of vacated Right-of-way of Ambler
Street, according to said "MILLER'S REPLAT" , together with a portion of vacated
Right-of-way of Gulf Drive, according to "CLEARWATER BEACH", as recorded in Plat
Book 5, page 2 of the Public Records of Pinellas County, Florido, together with
a portion of Sections 5 and 8, Township 29 South, Range 15 East, Pinellas
County, Florida, being more particularly described as follows:
6. SUBSURFACE FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED.
7. IRRIGATION EQUIPMENT AND/OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS
OTHERWISE SHOWN ON MAP OF SURVEY.
8. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND/OR THEIR APPURTENANCES WERE
PERFORMED BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN ON THE MAP OF SURVEY. ONLY
THE UNDERGROUND UTILITIES AND/OR THEIR APPURTENANCES WHICH WERE VISIBLE FROM
GROUND LEVEL TO THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED
AND MAPPED. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED
BY THE SURVEYOR TO VERIFY THE EXISTENCE OF ANY UNDERGROUND UTILITIES AND/OR
THEIR APPURTENANCES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES AND/OR THEIR APPURTENANCES SHOWN COMPRISE ALL SUCH UTILITIES IN THE
AREA, EITHER IN SERVICE OR ABANDONED.
BEGIN at the Southeast corner of Tract A, "A RE-SUB OF BLOCKS 10-1 I AND LOTS 2
TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF CLEARWATER BEACH", as recorded in Plat
Book 19, page 96 of the Public Records of Pinellas County, Florida: thence
N21037'34"E, along the East I ine of said Tract A, same being the West
Right-af-Way I ine of Mandalay Avenue, according to said "A RE-SUB OF BLOCKS
10-1 I AND LOTS 2 TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF CLEARWATER BEACH",
for 182.33 feet; thence continue along said East I ine of Tract A, same being
said West Right-of-Way line of Mandalay Avenue, N02041'34"E, for I 10.50 feet to
the point of intersection with the South Right-of-Way line of Ambler Street,
according to "MILLER'S REPLAT", as recorded in Plat Book 26, page 17 of the
Publ ic Records of Pinel las County, Florida; thence N89006'59"W, along said South
Right-of-Way I ine of Ambler Street, for 160.00 feet to the point of intersection
with the Southerly extension af the East I ine of Lot 9, said "MILLER'S REPLAT":
thence N02041'34"E, along said Southerly extension of the East line of Lot 9,
and said East 1 ine of Lot 9, respectively, for 100.05 feet to the point of
intersection with the North I ine of the South 80.00 feet of said Lot 9; thence
N89006'59"W, along said North I ine of the South 80,00 feet of Lot 9, for 60.00
feet to the point of intersection with the West I ine of said Lot 9; thence
N02041'34"E, along said West line af Lot 9, for 6.96 feet to the Northwest
corner of said Lot 9; thence N89006'59"W, along the North I ine of Lot 10, said
"MILLER'S REPLAT", the North line of Lot I, said "MILLER'S REPLAT", and the
Westerly extension of said North I ine of Lot I, respectively, for 571.41 feet to
the point of intersection with elevation 0.62 feet, North American Vertical
Datum of 1988 (NAVD 1988), same being the point of intersection with the Mean
High Water Line of the Gulf of Mexico; thence the following nine (9) courses
along said elevation 0.62 feet, North American Vertical Datum of 1988 (NAVD
1988), same being said Mean High Water Line of the Gulf of Mexico: (I) thence
S04059'06"W, for 40.89 feet; (2) thence S05043'50"W, for 51.84 feet; (3) thence
S05052'49"W, for 51.04 feet: (4) thence S05035'41"W, for 49.79 feet; (5) thence
S07036'31"W, for 47.28 feet; (6) thence S060II'33"W, for 49,96 feet: (7) thence
S09002'38"W, for 51.54 feet; (8) thence S05053'20"W, for 49.11 feet; (9) thence
S08023'56"W, for 42.98 feet to the point of intersection with the Westerly
extension of the centerl ine of Baymont Street, according to said "A RE-SUB OF
BLOCKS 10-1 I AND LOTS 2 TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF CLEARWATER
BEACH"; thence leaving elevation 0.62 feet, North American Vertical Datum of
1988 (NAVD 1988), S89026'04"E, along said Westerly extension of the centerline
of Baymont Street and said centerl ine of Baymont Street, respectively, for
763. 42 fee t; the n c e I e a v i n g sa i d c e n te r I i n e 0 f B a ymo n t S t r e e t, NOOo 33 ' 56" E , for
40.00 feet to the POINT OF BEGINNING.
9. HORIZONTAL DIMENSIONS FROM BOUNDARY LINES TO LOCATED ITEMS WHICH USE
SYMBOLS, (SEE SYMBOLS LEGEND) ARE MEASURED TO THEIR CENTER.
10. NO INFORMATION ON ADJACENT PROPERTY OWNERS WAS SUPPLIED TO THIS SURVEYOR.
I I. ELEVATION 0.62' (NAVD 1988) WAS ESTABLISHED IN THE FIELD AND HORIZONTALLY
LOCATED BY FLORIDA DESIGN CONSULTANTS, INC. ON JUNE 21, 2004. (AS SHOWN ON THE
OF SURVEY)
12. NO MAPPING OF INTERIOR FEATURES WAS PERFORMED. ONLY THE VISIBLE
IMPROVEMENTS WHICH ARE NEAR OR CROSSOVER THE SUBJECT PROPERTY BOUNDARY LINES
WERE MAPPED AND SHOWN ON THE MAP OF SURVEY.
~ SUBJECT PROPERTY LIES WITHIN FLOOD ZONES AE(EL I I), AE(EL 12), VE(EL 13),
~EL 14) AND VE(EL 16), (BASE FLOOD ELEVATIONS ARE THE "EL" NUMBERS), PER FLOOD
INSURANCE RATE MAP, MAP NUMBER 12103COI02G, EFFECTIVE DATE SEPTEMBER 3, 2003.
THE FLOOD ZONE LINES SHOWN ON THE MAP OF SURVEY WERE SCALED FROM THE ABOVE
REFERENCED FEDERAL EMERGENCY MANAGEMENT AGENCY MAP. THE FLOOD INSURANCE RATE MAP
ZONE LINES SHOWN ARE APPROXIMATE. AN ACCURATE ZONE LINE DETERMINATION SHOULD BE
MADE BY THE PREPARER OF THE 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 LINES AS SHOWN. THE ABOVE REFERENCED FEDERAL
EMERGENCY MANAGEMENT AGENCY MAP STATES IN THE NOTES TO THE USER THAT: (a) "THIS
MAP I S FOR USE IIN ADM I N I STER I NG THE NA T 10NAL FLOOD I NSURANCE PROGRAM; I T DOES
NOT NECESSAR I L Y I DEINTI FY ALL AREAS SUBJECT TO FLOOD I NG"; (b) "FLOOD ELEVATI ONS
ON THIS MAP ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. THESE
FLOOD ELEVATIONS MIUST BE COMPARED TO STRUCTURE AND GROUND ELEVATIONS REFERENCED
TO THE SAME DATUM."
BOUNDARY INCONSISTENCIES:
I. ANY ANGULAR AND/OR DIMENSIONAL DISCREPANCIES BETWEEN THE LEGAL DESCRIPTION(S)
AND THE FIELD LOCATED OCCUPATION BOUNDARY CORNERS, AND BOUNDARY CORNERS WITH
MULTIPLE BOUNDARY MONUMENTS ALONG WITH THEIR CORRESPONDING QUADRANT DIRECTIONAL
MISSES, ARE SHOWN ON MAP OF SURVEY.
FPCPS =
~=
~=
(f) =
F=
EASEMENTS/RIGHTS-OF-WA Y:
Contoining 320,797 square feet or 7.364 acres, more or less.
I. SEE LIMITATIONS 2
~ =
~ =
Im=
~LP2 =
Em=
@ =
~ =
F=
Error of closure: 0.0095 feet (LCS)
2. SEE DATA SOURCES 2 AND 3
[SHOWN AS (LI) ON THE MAP OF SURVEY]
3. THE RIGHT-OF-W:AY FOR MANDALAY AVENUE IS BY THE PLAT OF "REVISED MAP OF
CLEARWATER BEACH". (SEE DATA SOURCES 4d)
4. THE RIGHT-OF-WAY FOR BAYMaNT STREET IS BY THE PLAT OF "CLEARWATER BEACH PARK"
(SEE DATA SOURCES 4c) AND uA RE-SUB OF BLOCKS 10-1 I LOTS 2 TO 15 INCL. BLOCK 9
OF THE REV I SED MAP 'OF CLEARWATER BEACH" ( SEE DATA SOURCES 40). THE NORTH I 5.00
FEET WAS VACATED BY DEED BOOK 1417, PAGE 134 OF THE PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA. INO DOCUMENTATION ON THE VACATION OF RIGHT-OF-WAY FOR THE 25'
STRIP AS SHOWN ON TIHE MAP OF SURVEY (THE SOUTH 25 FEET OF THIS SUBJECT PROPERTY)
WAS SUPPLIED TO THIS SURVEYOR.
-)
x:x
m
ACCURACY:
I. THE HORIZONTAL POSITIONS FOR THIS SURVEY WERE DERIVED FROM A CONVENTIONAL
GROUND TRAVERSE. 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 WAS I FOOT IN 74,701 FEET.
2. HORIZONTAL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE, OR
DEVICES WITH EQUIVALENT OR HIGHER DEGREES OF ACCURACY.
5. THE RIGHT-OF-WAY FOR AMBLER STREET IS BY THE PLAT OF "MILLER'S REPLAT". (SEE
DATA SOURCES 4b)
3. THE FIELD MEASURED VERTICAL CONTROL FOR ELEVATION INFORMATION SHOWN UPON THE
SURVEY MAP IS BASED ON A LEVEL LOOP USING DIFFERENTIAL LEVELING TECHNIQUES.
CLOSURE ACHIEVED IS 0.046 FEET ERROR IN A 1.911 MILE LOOP LENGTH WHICH EXCEEDS
THE MINIMUM ACCURACY REQUIREMENT CALCULATED AT A MAXIMUM MIS-CLOSURE OF 0.069
FEET.
6. THE RIGHT-OF-WAY FOR GULF DRIVE, ADJACENT TO THE
VACATED BY CITY OF CLEARWATER ORDINANCE NUMBER 294.
SUBJECT PROPERTY,
WAS
THE FOLLOWING ARE PER SCHEDULE B - SECTION 2 OF THE COMMITMENT REFERENCED IN
DATA SOURCES 2: [NUMBERS CORRESPOND WITH THE COMMITMENT]
DATA SOURCES:
5. Restrictions as shown on the plat of this subdivision reflects a 20 foot
bui Iding line setback on each side of Gulf Boulevard (now Gulfview Boulevard).
The following restrictions appear in Warranty Deed dated July 14, 1925 as
recorded in Deed Record 307, Page 106, and in Warranty Deed dated October 14,
1926 and recorded in Deed Record 464, Page 351, as to said Lots I through 5,
inclusive:"... any building erected on any fifty (50) feet of the above
described property other than a garage for private use shal I cost not less then
Five Thousand and No/IOO (15,000.00)." The same restrictions appear in Warranty
Deed dated June 3, 1925 and recorded in Deed Book 553, Page 449, as to said Lots
49 and 50. [THESE RESTRICTIONS DO NOT AFFECT THIS SUBJECT PROPERTY]
I. THE BASIS OF BEARINGS FOR THIS SURVEY IS AN EAST LINE OF TRACT A, "A RE-SUB
OF BLOCKS 10-1 I LOTS 2 TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF CLEARWATER
BEACH", AS RECORDED IN PLAT BOOK 19, PAGE 96 OF THE PUBLIC RECORDS OF PINELLAS
COUNTY. BEING ASSUMED AS N2I037'34"E. AND IS SHOWN ON THE MAP OF SURVEY.
,
~
SUBJECT:
SHEET DESCRIPTION:
, FLORIDA DESIGN CONSUL T ANTS, INC.
f/ 'l) ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
, 3030 Starkey Blvd. New Port Riche)' FL, 34655
Tel: (727) 849- 7588 - Fax: (727) 848-3648
Certificate of Authorization: LB 6707
State of Florida
L. SUTTLEHAN
CHECKED
CLEARWATER
BEACH HOTEL
NORTH BLOCK
QUALITY CONTROL
L. SUTTLEHAN
D. McDANIEL
AaBREVlA TlQNS LEGENO
Aerial Target
Bench Mark
Cable TV Paint Stripe
Cable TV Box
Communications Manhole
Concrete Light Pole
Concrete Post
Concrete Utility Pole
Drainage Manhole
Electric Box
Electric Manhole
FPC Paint Stripe
FPC Pedestal
Fire Hydrant
Flag Pole
Gas Line Marker
Gas Filler Cap
E9 = Metal Post
e = Monitoring WEllI
~ = Parking Meter
Ji.WPJ! = Reclaimed WClter Paint Stripe
~ = Reclaimed WClter Box
~ = Reclaimed WClter Valve
@ = Sanitary Sew(~r Manhole
o = Sanitary Cleanout
SANPS = Sanitary Sewer Paint Stripe
""" = Section Corn(~r
:it = Siamese Connection
-0- = Sign
~ = Sprinkler Control Box
~ = Sprinkler Head
STMPS = Storm Water Paint Stripe
~ = Traffic Signal Box
lIE! = Traffic Signal Pole
WPS = Water Line p{Jint Stripe
l1lI = Water Meter
~ = Water Valve
'"'tL = Wood Utility Pole
X; = Wood Light Pole
(t = Wood Post
'),~
1)'
1- = Point of Elevlation
25.2' = Calculated Dimension from Structure
-= to Boundary / Right-of-Way Line
AC
A/C
ADW
ADS
ASPH
B/C
BCCM
BFPD
BLDG
BNDY
BWF
(C)
C/C
CCCL
CCR
CDW
CI
It
CLF
CM
CMP
CO
CONC
COR
CPB
CIS
C/T
DB
DCVA
DNR
DEPT
DIA
DIP
DMH
E
ECMP
EL
EOW
E/P
ERCP
ESMT
(F)
FCM
FOOT
FH
FIR
Gas Valve
Gas Meter Box
Gas Line Paint
Grate Inlet
GTE Manhole
GTE Pedestal
Stripe
GTE Marker
= Guy Wire
= Light Pole
= Mail Box
9 27--04
REVISE WALL AND PUMP STATION DESCRIPTIONS
NO.
REVISIONS
DATE
= Acres
= Air Conditioner
= Asphalt Driveway
= Advance Drainage Systems
= Asphalt
= Back of Curb
= Board of COUlnty Commissioners Minutes Book
= Back Flow Prevention Device
= Building
= Boundary
= Barb Wire fFence
= Calculated Data
= Covered Camcrete
= Coastal COlnstruction Control Line
= Certified Corner Record
= Concrete D1riveway
= Curb Inlet
= Center Line
= Chain Link Fence
= Concrete Monument
= Corrugated Metal Pipe
= Clean out
= Concrete
= Corner
= Condo Plat Book
= Concrete Slab
= Curb Tie
= Deed Book
= Double Check Valve Assembly
= Department of Natural Resources
= Department
= Diameter
= Ductile Irorn Pipe
= Drainage Mlanhole
= East
= Elliptical Corrugated Metal Pipe
= Elevation
= Edge of Water
= Edge of Pavement
= Elliptical Reinforced Concrete Pipe
= Easement
= Field Data
= Found Con'crete Monument
= Florida Department of Transportation
= Fire Hydrant
= Found Iron Rod and Cap
SHEET INDEX.
FN
FND
FN~:D
FFE
FN&TT
FOF
FP8
FPC
FPP
FRRS
FT
F/T
FXC
G/A
GE
GI
GV
IE
INV
LB
LP
LS
MAS
MES
MY
MHW
MOL
N
N/C
N/F
NAD
NAVD
NGS
NGVD
NP
(NR)
alA
OHW
OR
(PA)
PB
PC
PCED
PCP
PG(S)
PI
Sections 5 & 8. Township 29 South, Range 15 East,
City of Clearwater, County of Pinellas, State of Florida
LlNETYPE LEGEND
^
^
^
6. Easement between Clearwater Beach Hotel Company, a Florida corporation, and
Florida Power Corporation dated June 6, 1968, recorded June 26, 1968 in Official
Records Book 2859, Page 76, of the Public Records of Pinellos County, Florida.
[SHOWN AS (D) ON THE MAP OF SURVEY]
= Boundary Line
= Center Line
= Easement Line
= Edge of Water
= Jurisdictional Line
= Right-Of-Way Line
= Section Line
= Top Bank or Top of Berm
= Toe of Slope or Grade Break
DOCUMENT LEGEND
1L) = LEGAL DESCRIPTION DATA
P) = PLAT BOOK 19, PAGE 96 DATA
P1) = PLAT BOOK 26, PAGE 17 DATA
(P2) = PLAT BOOK 10, PAGE 42 DATA
(P3) = BULK HEAD BOOK 2, PAGE 79 DATA
(D) = OFFICIAL RECORDS BOOK 2859, PAGE 76 DATA
(D1) = OFFICIAL RECORDS BOOK 2228, PAGE 719 DATA
= Found Nail
= Found
= Found Nail and Disk
= Finished Floor Elevation
= Found Nail and Tin Tab
= Found Open End Iron Pipe
= Florida Power Corporation Box
= Florida Power Corporation
= Found Pinched Iron Pipe
= Found Railroad Spike
= Feet
= Fence Tie
= Found X-cut
= Guy Wire Anchor
= Grote Elevation
= Grate Inlet
= Gas Valve
= Invert Elevation
= Invert
= Corporate Certification Number
= Light Pole
= Licensed Surveyor
= Masonry
= Mitered End Section
= Manhole
= Mean High Water
= More or Less
= North
= No Cap
= Not Found
= North American Datum
= North American Vertical Datum
= National Geodetic Survey
= National Geodetic Vertical Datum
= Normal Pool Elevation
= Non Radial
= Overall
= Overhead Wire
= Official Record Book
= Property Appraisers Map Data
= Plat Book
= Point of Curvature
= Pinellas County Engineering Department
= Permanent Control Point
= Pages
= Point of Intersection
JOB NUMBER. I EPN,
997-250 I 53
PROJECT DATA BASE,
157
FIELD BOOK NUMBER 8 PAGES,
1181/6-27 & 1182/6-14
LAST DATE OF ORIGINAL FIELD WORK,
6- 21- 2004
1. SURVEYOR'S REPORT
2, MAP OF SURVEY
LCS
LCS
QUALITY
CONTROL
ADDITIONS OR DELETIONS TO SURVEY MAPS
OR REPORTS BY OlHER lHAN lHE SIGNING
PARTY OR PARTIES IS PROHIBITED,
NONE
BY
SCALE.
PID
~
PLS
POB
POC
POL
PRM
PSM
PT
PVC
(R)
RCP
RLS
RNG
R/W
S
SCM
SEC
SHW
SIR
SIR(W)
SMH
SN&D
SN&D(W) =
SQ
SR
STY
S/W
TBM
TOB
TRAV
(TYP)
TWP
U/P
VCP
W
W/
W/F
WM
WUP
WIT
WV
= Permanent Identification Number
= Property Line
= Professional Land Surveyor
= Point of Beginning
= Point of Commencement
= Point on Line
= Permanent Reference Monument
= Professional Surveyor and Mapper
= Point of Tangency \ Point
= Polyvinyl Chloride Pipe
= Recorded Data
= Reinforced Concrete Pipe
= Registered Land Surveyor
= Range
= Right of Way
= South
= Set Concrete Monument, 4"x4", PRM LB 6707
= Section
= Seasonal High Water Elevation
= Set 5/8"lron Rod and Cap, FDC LB 6707
= Set 5/8"lron Rod and Cap, FOC LB 6707 WITNESS PT
= Sanitary Manhole
= Set Nail and Disk, FOC LB 6707
Set Nail and Disk, FOC LB 6707 WITNESS PT
= Square
= State Road
= Story
= Sidewalk
= Temporary Benchmark
= Top of Bank
= Traverse
xx.
= Typical
,
= Township i
= Utility Pole , '..
= Vitrified Clay Pipe!
= West
= With
= Wood Fence
= Water Meter
= Wood Utility Pole
= Wall Tie
= Water Valve
= Degrees
= Minutes (Bearings) vi
.....
= Seconds (Bearing) --~=""",~, 5
~ Feet (D~anceS)C~~J I
a
SYMBOLS LEGEND
+=
~=
F~ =
~=
@ =
. =
. =
~=
@ =
m=
~ =
BOUNDARY SURVEY
AND MEAN HIGH WATER
LINE SURVEY
...
.
xx
"
xx
,
xx
'"'"",~~,.,.",
SURVEY MAP AND- REPORT OR.]'Hfc...cOPIES THEREOF ARE NOT
VALID WITHOUT.. THE-:~'SIGNA TURE'A~~ THE ORIGINAL RAISED
SEAL OF A F~?~ID!, -LICENSED S,lJ~Y~9R AND MAPPER.
. ,__C_~~" ~::._>!C~G~..~'~r- ~
~... ,:"!'l.-...--
. QA VID .$ILLlAM McQANIEL.
PROFESSlONAL. SURVEYOR' AND MAPPER
LICENSE NUMBER'l..S 5840
"'S'T p\TJ; OF-fl;9.R1gA '.
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CHECKED
L. SUTTLEHAN
QUALITY CONTROL
D. McDANIEL
R'-
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'-"'.!::!.
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SOS"23'S6"W(C)
6.l7'(C)
N
, ./ N04"59'Oa"E(L1,C)
/ 8. 76'(Ll ,c)
o 15
~
30
I
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PEDESTRIAN EASEMENT
PER ORB 2228, PG 719(01)
0'-------------
:--
18 10'(01)
'1_____________
DETAIL A
NOT TO SCALE
0.6'
SND(W)..............1l r r 0.4'
o~i' .. 0
I- L +-h.5'CONC--
I I CAP
FACE OF CONC-~ "1
RETAINING WALL I 1.9'S
I 2-STY
MAS BLOG
I
571.41'(L1,C)
WESTERLY EXTENSION OF
THE N LINE OF LOT 1(L,L1)
-------------------------------
L 1.5'(01)
WESTERL Y EXTENSION OF THE S LINE OF THE N 20' AMBLER ST(L, L 1)
SAND BEACH
FLOOD ZONE L1NE(TYP)
(SEE LIMITATIONS 13)
MEAN HIGH WATER LINE FIELD LOCATED ON 6-21-2004
ELEVATION = 0.62' (NAVD 1988)
1983- 2001 TIDAL EPOCH
(SEE LIMITATIONS 11 AND DATA SOURCES 6)
MHW LINE FIELD LOCATION
CORNERS NOT SET
(TIDAL AREA)
TOTAL AREA=
320,797 SO FT OR
7.364 AC, MOL
WESTERLY EXTENSION OF THE CENTERLINE BAYMONT ST(L1)
S89~6'04-E(L1IF)
J
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS
3030 Sfarkey Blvd. New Pori Riche)' FL, 34655
Tel: (727) 849-7588 - Fox: (727) 848-3648
Certificate of Authorization: LB 6707
State of Florida
CO'
-- -;:-
--
.....J
~l~
~ ~
l.J.J
~/~
~ ~
CONC CAP DETAIL
NOT TO SCALE
1.5'
3 LCAP
SEAWARD 05'
SIDE .::l
<
FACE OF CONC, _ :;:
RETAINING WALL
I
\
\
I
FACE OF CONC RETAINING WALL r---
SEE DETAIL
I
1.5' CONC CAP -
SEE DETAIL
I
I
I
I
WOOD STAIRS /11IJ1 i
----1----
r-
N89'06'59nW(C) I
WEST(L) l
l
1fl
,..J
~ G:/
-..::.
~~
~ I.t.J
o ~
I\J I\J
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I if
FACE OF CONC RETAINING WALL_
SEE DElNL I :
WOOD STAIRS ill I
I If
1.5' CONC CAP _I
SEE DETAIL I
I I
I
GULF DRIVE(P1)
40' R/W PER PB 5, PG 2
AND PB 11, PG 5
VACATED BY CITY
ORDINANCE NO. 294
I
LANDWARD
SIDE
I
I
25' EASEMENT FOR
STREET PURPOSES
PER DB 1550, PG 629
EAST(L)
SUBJECT:
CLEARWATER BEACH HOTEL
NORTH BLOCK
I
I
I
I
-I
N'
SHEET DESCRIPTION:
FND X CUT
Sections 5 & 8, Township 29 South, Range 15 East,
City of Clearwater, County of Pinellas, State of Florida
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1.55'N, 0.26'E
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A RE-SUB OF BLOCKS 10-11 AND
LOTS 2 TO 15 INCL. BLOCK 9 OF THE
REVISED MAP OF CLEARWATER BEACH
PB 19, PG 96
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SHEET INDEX.
JOB NUMBER,
997-250
EPN,
53
10 SURVEYOR'S REPORT
2, MAP Of SURVEY
PROJECT DATA BASE.
157
FIELD BOOK NUMBER a PAGES,
1181/6-27 & 1182/6-14
LAST DATE OF ORIGINAL FIELD WORK.
6-21-2004
9-27-04
REVISE WALL AND PUMP STATION DESCRIPTIONS
ADDITIONS OR DELETIONS TO SURVEY MAPS
OR REPORTS BY OTHER THAN THE SIGNING
PARTY OR PARTIES IS PROHIBITED.
1" = 30'
LCS
QUALITY
CONTROL
LCS
SCALE,
NO.
DATE
REVISIONS
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SURVEY MAP AND REPORT.OR.T~. COPIES THEREOF ARE NOT
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SEAL OF A FLORIDA LICENSED ,S~~,vEYOR AND MAPPER.
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PROFESS~NALSURVEYOR'AND MAPPER
LICENSE NUMBE"R, LS 5840
:;stA TE OF FLORIDA
SHEET
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SURVEYORtS REPORT
BOUNDARY SURVEY:
THE MAP AND THE REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER.
LEGAL DESCRIPll0N:
(SEE DATA SOURCES 2)
PARCEL 1
Lots I through 13 and Lots 49 through 56, both inclusive, CLEARWATER BEACH PARK,
as per plot thereof recorded in Plot Book 10, Page 42, of the Publ ic Records of
Pinellas County, Florida.
BOUNDARY INCONSISTENCIES:
PARCEL 2
Lots 43 through 48, Lots 65 through 71, and the South 14.75 feet of Lot 64,
CLEARWATER BEACH PARK, as per plot thereof recorded in Plat Book 10, Page 42, of
the Publ ic Records of Pinellas County, Florida.
I. ANY ANGULAR AND/OR DIMENSIONAL DISCREPANCIES BETWEEN THE LEGAL DESCRIPTION(S)
AND THE FIELD LOCATED OCCUPATION BOUNDARY CORNERS, AND BOUNDARY CORNERS WITH
MULTIPLE BOUNDARY MONUMENTS ALONG WITH THEIR CORRESPONDING QUADRANT DIRECTIONAL
MISSES, ARE SHOWN ON MAP OF SURVEY.
2. THE FOLLOWING ITEMS WERE UTILIZED TO PERFORM THE MATHEMATICAL CALCULATIONS
NECESSARY TO DETERMINE THE DIMENSIONS OF LOTS 43 THROUGH 71, "CLEARWATER BEACH
PARK". (SEE DATA SOURCES 4c) AND A PORTION OF THE SUBJECT PROPERTY:
(0) THE OVERALL DIMENSION FOR THE EAST RIGHT-OF-WAY OF NORTH GULFVIEW BLVD (GULF
BLVD BY PLAT) IS CALCULATED TO BE 347.20 FEET. THE FIELD MEASURED DIMENSION WAS
FOUND TO BE 347.14 FEET. THE RESULTING 0.06 FOOT DEFICIENCY WAS PROPORTIONED AT
0.000173' PER FOOT.
(b) THE OVERALL DIMENSION FOR THE WEST RIGHT-OF-WAY OF MANDALAY AVENUE (CAUSEWAY
BLVD BY PLAT) IS CALCULATED TO BE 370.70 FEET. THE FIELD MEASURED DIMENSION WAS
FOUND TO BE 369.82 FEET. THE RESULTING 0.88 FOOT DEFICIENCY WAS PROPORTIONED AT
0.00237' PER FOOT.
ACCURACY:
I. THE HORIZONTAL POSITIONS FOR THIS SURVEY WERE DERIVED FROM A CONVENTIONAL
GROUND TRAVERSE. THE ACCURACY STANDARD USED FOR THIS SURVEY, AS CLASSIFIED IN
THE MINIMUM TECHNICAL STANDARDS (6IGI7-6 FAC) , IS "COMvERCIAL/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 WAS I FOOT IN 53,613 FEET.
2. HORIZONTAL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE, OR
DEVICES WITH EQUIVALENT OR HIGHER DEGREES OF ACCURACY.
DATA SOURCES:
EASEMENTS/RIGHTS-OF-WA Y:
I. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE WEST RIGHT-OF-WAY LINE OF NORTH
GULFVIEW BOULEVARD (GULF BLVD BY PLAT), BEING ASSUMED AS S07005'23"W, AND IS
SHOWN ON THE MAP OF SURVEY.
2. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A CHICAGO TITLE INSURANCE
COMPANY COMMITMENT FOR TITLE INSURANCE. ISSUED BY GREENE a SCHERMER. COMMITMENT
NUMBER 220300496, EFFECTIVE DATE OF SEPTEMBER 13, 2004 AT 5:00 PM. THE LEGAL
DESCRIPTION SHOWN HEREON IS AS IT APPEARS IN SAID COMMITMENT.
I. SEE LIMITATIONS 2
2. SEE DATA SOURCES 2 AND 3
3. THE RIGHT-OF-WAY FOR MANDALAY AVENUE (CAUSEWAY BOULEVARD BY PLAT) IS BY THE
PLAT OF "FIRST ADDITION TO CLEARWATER BEACH PARK", AS RECORDED IN PLAT BOOK 15.
PAGE 80. (SEE DATA SOURCES 4d)
4. THE RIGHT-OF-WAY FOR BAYMONT STREET IS BY THE PLAT OF "CLEARWATER BEACH PARK
" (SEE DATA SOURCES 4c) AND "A RE-SUB OF BLOCKS 10-1 I LOTS 2 TO 15 INCL. BLOCK 9
OF THE REVISED MAP OF CLEARWATER BEACH"(SEE DATA SOURCES 4a).
5. THE RIGHT-OF-WAY FOR NORTH GULFVIEW BOULEVARD (GULF BOULEVARD BY PLAT) IS BY
THE PLAT OF "CLEARWATER BEACH PARK" (SEE DATA SOURCES 4c).
6. THE RIGHT-OF-WAY FOR BEACH DRIVE IS BY THE PLAT OF "CLEARWATER BEACH PARK"
(SEE DATA SOURCES 4c).
3. EASEMENTS AND RECORD DOCUMENTS WERE SUPPLIED TO THIS SURVEYOR WITH THE
COMMITMENT REFERENCED IN DATA SOURCES 2.
4. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF THE FOLLOWING PLATS: (a) "A
RE-SUB OF BLOCKS 10-1 I LOTS 2 TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF
CLEARWATER BEACH", AS RECORDED IN PLAT BOOK 19, PAGE 96 [SHOWN AS (P) ON THE MAP
OF SURVEY]; (b) "FIRST ADDITION TO .CLEARWATER BEACH PARK", AS RECORDED IN PLAT
BOOK 15, PAGE 80: (c) "CLEARWATER BEACH PARK", AS RECORDED IN PLAT BOOK 10, PAGE
42 [SHOWN AS (P2) ON THE MAP OF SURVEY]; AND (d) "REVISED MAP OF CLEARWATER
BEACH" , AS RECORDED 1 N PLAT BOOK I I, PAGE 5; ALL OF THE PUBL I C RECORDS OF
PINELLAS COUNTY, FLORIDA.
5. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF THE STATE OF FLORIDA DEPARTMENT
OF ENVIRONMENTAL PROTECTION "PINELLAS COUNTY COASTAL CONSTRUCTION CONTROL LINE
MAP OF RECORD". AS RECORDED IN BULK HEAD BOOK 2, PAGE 79 OF THE PUBLIC RECORDS
OF PINELLAS COUNTY, FLORIDA. [SHOWN AS (P3) ON THE MAP OF SURVEY]
THE FOLLOWING ARE PER SCHEDULE B - SECTION 2 OF THE COMMITMENT REFERENCED IN
DATA SOURCES 2: [NUMBERS WITHIN (#) CORRESPOND WITH THE COMMITMENT]
7. (5) Distribution Easement made by and between Edwin R. Hunter and Florida
Power Corporation fi led October 24, 1985 in Official Records Book 6345. Page
1137, of the Public Records of Pinellas County, Florida. [THIS DOCUMENT
DESCRIBES THE EASEMENT AS "that ten foot wide strip of land lying five feet on
each side of the centerline of Grantee's facilities", A BLANKET TYPE
NON-PLOTTABLE EASEMENT THAT AFFECTS LOTS I THROUGH 5 AND LOTS 49 THROUGH 52,
"CLEARWATER BEACH PARK" ONLY.]
UMIT A 110NS:
I. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR/CERTIFIED TO WILL
BE THE RE-USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR.
2. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS AFFECTING THIS PROPERTY
THAT MAY OR MAY NOT BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
3. PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS. THERE MAY
BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION.
4. CALCULATED (C) GEOMETRY SHOWN HEREON WAS CALCULATED USING FIELD LOCATED
POINTS AND CERTAIN PUBLISHED DATA.
8. (6) Terms and conditions of that certain Stipulated Motion for Entry of Final
Judgment by Consent/Settlement Agreement recorded in Official Records Book 6977,
Page 482, of the Publ ic Records of Pinellas County, Florida. [THIS DOCUMENT
AFFECTS LANDS WEST OF AND AD JACENT TO LOTS I THROUGH I 3 , "CLEARWA TE!~ BEACH
PARK" ]
9. (7) Building Line os set fourth upon the Plot of Clearwater Beach, according
to the plot thereof recorded in Plot Book 10, Page 42. of the Publ ic Records of
Pinellas County. Florida. [SHOWN AS (P2) ON THE MAP OF SURVEY]
10. (9) Terms, provisions. stipulations and conditions contained within Permit
as recorded in Deed Book 1258, Page 479, of the Publ ic Records of Pinel los
County, Florida. [THIS DOCUMENT IS A PERMIT FOR LOTS I THROUGH 5 "CLEARWATER
BEACH PARK" OF THIS SURVEY]
5. 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 THUS CONSTITUTES NEITHER A GUARANTEE NOR A
WARRANTY.
6. SUBSURFACE FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED.
7. IRRIGATION EQUIPMENT AND/OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS
OTHERWISE SHOWN ON MAP OF SURVEY.
8. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND/OR THEIR APPURTENANCES WERE
PERFORMED BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN ON THE MAP OF SURVEY. ONLY
THE UNDERGROUND UTILITIES AND/OR THEIR APPURTENANCES WHICH WERE VISIBLE FROM
GROUND LEVEL TO THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED
AND MAPPED. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED
BY THE SURVEYOR TO VERIFY THE EXISTENCE OF ANY UNDERGROUND UTILITIES AND/OR
THEIR APPURTENANCES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES AND/OR THEIR APPURTENANCES SHOWN COMPRISE ALL SUCH UTiliTIES IN THE
AREA, EITHER IN SERVICE OR ABANDONED.
9. HORIZONTAL DIMENSIONS FROM BOUNDARY LINES TO LOCATED ITEMS WHICH USE
SYMBOLS. (SEE SYMBOLS LEGEND) ARE MEASURED TO THEIR CENTER.
10. NO INFORMATION ON ADJACENT PROPERTY OWNERS WAS SUPPLIED TO THIS SURVEYOR.
I I. (10) Easement granted to Florida Power Corporation recorded in Official
Records Book 4345, Page 941. of the Publ ic Records of Pinel las County, Florida.
[THIS DOCUMENT DESCRIBES THE EASEMENT AS "lying 5.0 feet on each side of the
centerl ine of GRANTEE'S foci I ities", A BLANKET TYPE NON-PLOTTABLE EASEMENT THAT
AFFECTS LOTS 47. 48, 66 and 67, "CLEARWATER BEACH PARK" ONLY.]
12. (II) Easement Agreement os set out in Warranty Deed doted May \.1950 and
recorded in Deed Book 1267, Page 137, of the Public Records of Pinellas County,
Florida. [SHOWN AS (D2) ON THE MAP OF SURVEY]
13. (13) Notice to Lien Claimants filed May 15, 1998 in Official Records Book
10097, Page 1637, of the Public Records of Pinellas County, Florida. [THIS
DOCUMENT AFFECTS THE ENTIRE PARCEL 2 OF THIS SURVEY]
APPARENT PHYSICAL USE:
THE SUBJECT PROPERTY APPEARS TO CONTAIN VARIOUS BEACH RESORTS LOCATED ON
CLEARWATER BEACH, CITY OF CLEARWATER, FLORIDA. AND CONTAINS IMPROVEMENTS NOT
SHOWN ON THE MAP OF SURVEY. (SEE LIMITATIONS 12)
II. LEFT BLANK INTENTIONALLY.
12. NO MAPPING OF INTERIOR FEATURES WAS PERFORMED. ONLY THE VISIBLE
IMPROVEMENTS WHICH ARE NEAR OR CROSSOVER THE SUBJECT PROPERTY BOUNDARY LINES
WERE MAPPED AND SHOWN ON THE MAP OF SURVEY.
13. SUBJECT PROPERTY LIES WITHIN FLOOD ZONES AE(EL II), AE(EL 12) AND VE(EL
13), BASE FLOOD ELEVATIONS ARE THE "EL" NUMBERS, PER FLOOD INSURANCE RATE MAP,
MAP NUMBER 12103COI02G, EFFECTIVE DATE SEPTEMBER 3, 2003.
THE FLOOD ZONE LINES SHOWN ON THE MAP OF SURVEY WERE SCALED FROM THE ABOVE
REFERENCED FEDERAL EMERGENCY MANAGEMENT AGENCY MAP. THE FLOOD INSURANCE RATE MAP
ZONE LINES SHOWN ARE APPROXIMATE. AN ACCURATE ZONE LINE DETERMINATION SHOULD BE
MADE BY THE PREPARER OF THE 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 LINES AS SHOWN. THE ABOVE REFERENCED FEDERAL
EMERGENCY MANAGEMENT AGENCY MAP STATES IN THE NOTES TO THE USER THAT: (0) "THIS
MAP IS FOR USE IN ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGR~; IT DOES
NOT NECESSARILY IDENTIFY ALL AREAS SUBJECT TO FLOODING"; (b) "FLOOD ELEVATIONS
ON THIS MAP ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. THESE
FLOOD ELEVATIONS MUST BE COMPARED TO STRUCTURE AND GROUND ELEVATIONS REFERENCED
TO THE SAME DATUM."
PREPARED FOR:
JMC COMMUNITIES. INC.
CERllF1ED TO:
CBR DEVELOPMENT I I, LLC
AMSOUTH BANK, ITS SUCCESSORS AND/OR ASSIGNS AS THEIR INTEREST, MAY APPEAR
CHICAGO TITLE INSURANCE COMPANY
GREENE a SCHERMER
SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE:
DAVID WILLIAM McDANIEL
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 5840
STATE OF FLORIDA
SUBJECT,
SHEET DESCRIPTION,
11
1
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS. ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS
3030 Starkey Blvd. New Port Riche~ FL. 34655
Tel, (727) 849-7588 - Fax, (727) 848-3648
Certificate of Authorization: LB 6707
State of Florida
BOUNDARY
SURVEY
CLEARWATER BEACH HOTEL
OVERALL
(HUNTER SOUTH BLOCK AND
ANASTASOPOULAS PARCEL)
9-28.-04
NO.
DAlE
ABBREVIATIONS LEGEND
AC
A/C
ADW
ADS
ASPH
B/C
BCCM
BFPD
BlDG
BNDY
BWF
(C)
C/C
CCCL
CCR
CDW
CI
<t
ClF
CM
CMP
CO
CONC
COR
CPB
CIS
C/T
DB
DCVA
DNR
DEPT
DIA
DIP
DMH
E
ECMP
EL
EOW
E/P
ERCP
ESMT
(F)
FCM
FOOT
FH
FIR
= Acres
= Air Conditioner
= Asphalt Driveway
= Advance Drainage Systems
= Asphalt
= Back of Curb
= Boord of County Commissioners Minutes Book
= Back Flow Prevention Device
= Building
= Boundary
= Barb Wire Fence
= Calculated Data
= Covered Concrete
= Coastal Construction Control Line
= Certified Corner Record
= Concrete Driveway
= Curb Inlet
= Center Line
= Chain Link Fence
= Concrete Monument
= Corrugated Metal Pipe
= Clean out
= Concrete
= Corner
= Condo Plat Book
= Concrete Slab
= Curb Tie
= Deed Book
= Double Check Valve Assembly
= Department of Natural Resources
= Department
= Diameter
= Ductile Iron Pipe
= Drainage Manhole
= East
= Elliptical Corrugated Metal Pipe
= Elevation
= Edge of Water
= Edge of Pavement
= Elliptical Reinforced C:oncrete Pipe
= Easement
= Field Data
= Found Concrete Monulment
= Florida Department of Transportation
= Fire Hydrant
= Found Iron Rod and Cap
LlNETYPE LEGEND
FN
FND
FN&D
FFE
FN&TT
FOP
FPB
FPC
FPP
FRRS
FT
F/T
FXC
G/A
GE
GI
GY
IE
INV
LB
LP
LS
MAS
MES
MH
MHW
MOL
N
N/C
N/F
NAD
NAVD
NGS
NGVD
NP
(NR)
O/A
OHW
OR
(PA)
PB
PC
PCED
PCP
PG(S)
PI
= Boundary Line
= Center Line
- - - - - - - = Easement Line
= Found Nail
= Found
= Found Nail and Disk
= Finished Floor Elevation
= Found Nail and Tin Tab
= Found Open End Iron Pipe
= Florida Power Corporation Box
= Florida Power Corporation
= Found Pinched Iron Pipe
= Found Railroad Spike
= Feet
= Fence Tie
= Found X-cut
= Guy Wire Anchor
= Grate Elevation
= Grate Inlet
= Gas Valve
= Invert Elevation
= Invert
= Corporate Certification Number
= Light Pole
= Licensed Surveyor
= Masonry
= Mitered End Section
= Manhole
= Mean High Water
= More or Less
= North
= No Cap
= Not Found
= North American Datum
= North American Vertical Datum
= National Geodetic Survey
= National Geodetic Vertical Datum
= Normal Pool Elevation
= Non Radial
= Overall
= Overhead Wire
= Official Record Book
= Property Appraisers Map Data
= Plat Book
= Point of Curvature
= Pinellas County Engineering Department
= Permanent Control Point
= Pages
= Point of Intersection
Section 8, Township 29 South, Range 15 East,
City of Clearwater, County of Pinellas, State of Florida
PID
IE
PLS
POB
POC
POL
PRM
PSM
PT
PVC
(R)
RCP
RLS
RNG
R/W
S
SCM
SEC
SHW
SIR
SIR(W)
SMH
SN&D
SN&D(W)
SQ
SR
STY
s/w
TBM
TOB
TRAV
(TYP)
TWP
U/P
VCP
W
w/
W/F
WM
WUP
WIT
wv
xx'
,
xx
xx"
xx'
= Permanent Identification Number
= Property Line
= Professional land Surveyor
= Point of Beginning
= Point of Commencement
= Point on Line
= Permanent Reference Monument
= Professional Surveyor and Mapper
= Point of Tangency \ Point
= Polyvinyl Chloride Pipe
= Recorded Data
= Reinforced Concrete Pipe
= Registered land Surveyor
= Range
= Right of Way
= South
= Set Concrete Monument, 4"x4", PRM LB 6707
= Section
= Seasonal High Water Elevation
= Set 5/8"lron Rod and Cap, FOC lB 6707
= Set 5/8"lron Rod and Cap, FOC LB 6707 WITNESS PT
= Sanitary Manhole
= Set Nail and Disk, FOC LB 6707
= Set Nail and Disk, FOC LB 6707 WITNESS PT
= Square
= State Road
= Story
= Sidewalk
= Temporary Benchmark
= Top of Bank
= Traverse
= Typical
= Township
= Utility Pole
= Vitrified Clay Pipe
= West
= With
= Wood Fence
= Water Meter
= Wood Utility Pole
= Wall Tie
= Water Valve
= Degrees
= Minutes (Bearings)
= Seconds (Bearing)
= Feet (Distances)
SYMBOLS LEGEND
+ = Aerial Target
~ = Bench Mark
~P?. = Cable TV Paint Stripe
KID = Cable TV Box
@ = Communications Manhole
. = Concrete Light Pole
. = Concrete Post
"-> = Concrete Utility Pole
@ = Drainage Manhole
m = Electric Box
~ = Electric Manhole
FPCPS = FPC Paint Stripe
J.?" = FPC Pedestal
~ = Fire Hydrant
(f) = Flag Pole
F = Gas Line Marker
~ = Gas Filler Cap
~ = Gas Valve
IQ:M) = Gas Meter Box
~P~ = Gas Line Paint Stripe
~ = Grate Inlet
@ = GTE Manhole
Jt.- = GTE Pedestal
F = GTE Marker
-) = Guy Wire
x:x = Light Pole
IMffi = Mail Box
-. - -. - - - = Edge of Water
= Jurisdictional Line
= Section Line
= Right-Of-Way Line
= Top Bank or Top of Berm
^
^
^
-. . . .. .. . ... . . . .. . " .. ... .. ... . . . . . . . . - = Toe of Slope or Grade Break
DOCUMENT LEGEND
(L)
(P)
(P1)
(P2)
(P3)
(D)
(01)
(D2)
= lEGAL DESCRIPTION DATA
= PLAT BOOK 19, PAGE 96 DATA
= PLAT BOOK 26, PAGE '17 DATA
= PLAT BOOK 10, PAGE 42 DATA
= BULK HEAD BOOK 2, PAGE 79 DATA
= OFFICIAL RECORDS BOOK 2859, PAGE 76 DATA
= OFFICIAL RECORDS BOOK 2228, PAGE 719 DATA
= DEED BOOK 1267, PAGE 137 DATA
SHEET INDEX.
JOB NUMBER. I EPN,
997-250 I 53
PROJECT DATA BASE.
157
FIELD BOOK NUMBER 8 PAGES.
1181/6-27 & 1182/6-14
LAST DATE OF ORIGINAL FIELD WORK.
6- 21- 2004
,
\
1. SURVEYOR'S REPORT
2, MAP OF SURVEY
REVISIONS
UPDAlE TO NEW TIllE COMMITh4ENT AND REVISE WALL DESCRIPTION
BY
LCS
LCS
QUALITY
CONTROL
ADDITIONS OR DELETIONS TO SURVEY MAPS
OR REPORTS BY OTHER THAN THE SIGNING
PARTY OR PARTIES IS PROHIBITED,
SCALE.
f"""""'V"
NONE
e = Metal Post
e = Monitoring Well
~ = Parking Meter
!LWP2 = Reclaimed Water Paint Stripe
~ = Reclaimed Water Box
~ = Reclaimed Water Valve
@ = Sanitary Sewer Manhole
o = Sanitary Cleanout
SANPS = Sanitary Sewer Paint Stripe
~ = Section Corner
1:t = Siamese Connection
-,,- = Sign
f@1 = Sprinkler Control Box
V' = Sprinkler Head
STMPS = Storm Water Paint Stripe
lliID = Traffic Signal Box
!ill = Traffic Signal Pole
'!!!'~ = Water Line Paint Stripe
~ = Water Meter
~ = Water Valve
C'1L = Wood Utility Pole
~ = Wood Light Pole
() = Wood Post
6
<:>~
i- "}; = Point of Elevation
25.2' = Calculated Dimension from Structure
-=- to Boundary / Right-of-Way Line
" .'. .'.
SURVEY MAP AND REPORTOR,.THE. COPIES THEREOF ARE NOT
V ALlD WITHOUT THE. SfGNA TuRE:"AND"THE ORIGINAL RAISED
SEAL OF A FLORIDA, l"iCEN.st~..~~RVEYOR AND MAPPER.
'..;'c. .-.:.,./~; ,
..,' ~
.' .'. ',~
.~,--- ~ "~.~~ ,'. ....~
. D.A VID WICLIAM:,McDANIEL
PROFESSIONAL SURVEYOR,AND MAPPER
LICENSE NUMBERLS 0840
5T A TE OF FLORIDA
SHEET
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L. SUTTLEHAN
CHECKED
L. SUTTLEHAN
QUALITY CONTROL
D. McDANIEL
I I I TRACT A
I I A RE-SUB OF BLOCKS 10-11 AND
I f- ---- -i LOTS 2 TO 15 INCL BLOCK 9 OF lHE
~ I REVISED MAP OF CLEARWATER BEACH
BEACH DR(P) PB 19, PG 96 ..../.... SE COR TRACT A
GULF DRIVE L II A~ : FCM 3-1/2.X3-1/2.~
' / PER PB 5 PG 2 ~ '-'<(lLJ 0.08' POL WITNESS SOUTH
!# lLJ 40 R W, /l S LINE TRACT A .-
~ ~ I 2:~~~1~6~gki i, 15' VACATED R/W ~ ~- t 5' /2 f /
~ \ l PER DB 1417, PG 134 T ' / G:i 1G:i ~~A
------------------pl\i~t~~~ ]-----l~)y 11~~_-- ---------S-/ t!!ffi/ ~ '--::--~-',y - I --"~5:::' ~~B~ 1~, ~t~~ -- 'f1-'if..;:---~ Tio,
, PG 629 -. t~, 1 ri . _--\ p~ 7NlER // ~~, AS PH PARKING ~I ~~ ~ b ~
,'_ _ _ ~"'--'-,,:- .,......,.-, ~~ ~ _~ / ~#'/ _ _ ~ 2' CONC CURB _ _! -- /,~
SND(W)I & ,,('>~ $Jk. V ~lJ. If K-~ S89"26'04"E(F) - - - (--) Q 337.3S'(F) -t ~ f! / SND
/ ilk. ".~. ~~~SEA OATS(TYP)/~ Va 589~6'04"E(C,F) BA~p~~~A~l F 7",."" . CONC MEDIA: ) kfSf} ~
-:;;- n FACE OF C~~~ ~iJ~~NING WALL--,.. .O'~. OHW ~"A J Q /I 100.65'(P2,F) \ I'" (PB 4~O, Rt: 42) ~ 5'
~ re A'~ iJk '\.----",,-~ ~ E/P-18.0'N CONC CURB J '" I ~0
G:l G:l ~ 1 ~ SEA OA TS(TYP) .~ CONc S/~ I#' OHW . ' ,,;.... -, ;) i b ! ( ~ ~'
"-" "-" 1.5' CONC CAP --J I ~ V COW ffi ffi Mt' ,~wIW~11 I ~ ~
~ ~ SEE DETAIL 1 ilk. , S89"26'Q4"E(C F ~ i S i cow l :Q: :Q: cow m!mID /"j ~
~ ~ SIR ,,:.:t:.(~2~ ~~, SND ,,1- SO.33'(C,F~ O.S CONC CURB _ _ it it _ l _ S89"26'04"E(C,F5IiW~ ~ ~\"'"
o 0 FND X CUT ~ ~~ 589~6'04"E(c,F) ~ ~ CI ~ Ii ;;:'tit:~ I@' / 89'(P -SIR n 100.65'(P2,F) 1 :*- P'\ \\
N N ....... OOo's "- ,.:'\."-,-,, 'c;; ~ CI '" f.! ~ '---I "". C j"o. V. 2) FlR 1/2 N/C ,.......
ff . ~~' ~~~~ 100.65'(P~,F) f ~ ~ * ~ ~ ~ ~~OD5~:ZEB~ 671J7 ~~I~W ~ =- CONC 0.04'N,O.22'W fLOT 51 ~ SND
t<) ES ~~. LOT 1 I ~ ~ '1 ~ 0.5 CONC CURB I ON CIS LOT 56 ~..!LA~~ ~~f'''-~'7 100 P2) T----r----:j FN&D LB 5776
MAS WALL ~ ~ I'" ;;,. ~ ~ J ,'-"",~'l"~ K'-"?;;;-,~~, I I I CONTROL POINT
NCONCCAP \' S2~"~ I ~ ~/f~ I 100'(P2)7''.,~~~''1 ~~~~~~~' LOT 58 I I ~@'I 0.04'N,O.12'W
@'I'\,,"-"''',U J.iI ~g: I ' '-, "-..'~:-.; , ~" ,,~ I .;; &
~ ~"-..~\: 100'(p2 -l- f" ,iG.,,: I y~0 ~ -: ~,,~"-.. ~~I .,,:kJ ~
kJ ~~' LOT 2 ) I f ~ l..N '" LOT 55 <~~~~':il ) ''B~~ 100'(P2) C'I B
~bt::\ '" " ;;;- ~ I If ~ II) I-- 3' Be 2-STY ,-,~~,,~~~~'~I ~ ~~~~< I ~
j WOOD DEcK~_I~,i,~ARCEL 1(L1cON~ s/~ S If : 0 ~ f~ M(;0~L~~P~E6)5 100'(P2) BLD~~~~~,,:,8 ~~~~'~,,~ LOT 59 \ I ~@' ~
. ~,~"9 0 ~ I ~ a U z;;;-g: I ~"'-.~,,~1- ''-" 0"-:" I .;; ~I F-..
. ....... ~~,Q) 0 ..,. 100'(P2) llfl!j Elf u i'J "'.,,: '''S'-,,'~ ~". '/ ,,"-.."<." ,,-, ,';:"'~100'(P2) I"': iG 0
. il! CO,..J I ~ a 2 , C'I I 1-STY' "-..,,,~,,,-..... / "-"-.."",,,,,,- , C'I CI)
4:' 1;' ~ u, CI) I.L .". ...... '-/"'-!..,." 0 :r I LOT 54 MAS BLDG.."\:....'~ 1, ';":: ,~oop SHE;,D 1.2 W ' I
cJ I '" ~\:~ 0 &' I 1tl z~ -. ~;:: ~ 0::-.~,~~y, <2.~~~ I~
:-- MAS WALL ~ l:: ~ ~ LOT 3 I ~~ii/ g II) -. 0' "~~!lCf):i: ,,'l;;~~~' I -. I
::2 ON CONC~CAP , ~.CI), ~ ~ I ~~~ ~ ~ ~ gtrgr: FIR ~/) N~C 700'(P2) <...~~~:1~' ~;{;Z~~~", L~T 60 I I ~fl
. ~~::::,~ O:O:~ 0 >f of) "? 0.31 N, 0.05W '0..~~:.' *" 1-STY MAS "? ~
g ~ g ES ~"-~ ~~~5- r \ "'I~ I LOT 53 WOOD 's~'i"2~~," " ~~~:BLDG II 490 I ~!G
-<t: in ~"" '-,"-.. , '-" "- _ ~ r CONC S I PARCEL 1 (L) ~~.. \:..'\" " / ''ff..,<'~'>' 100'(P2) --I-..-. I
~ct g C'I ~.1' ~~~ LOT 41 ~ -0- '1 fil'1 /w ~~~I .,~~~~:~' LOT 6yl ~I
fJ-~ 02 ,~ -= ~ ,,-,,-" & ~ '-!.J CONC ,'" ~,,"- ~ FN&D LB 3889 I B 0'
__...... ~ _ _ '., , " I ~ @'~ I CLE 100'(P2) , 3.l'w--P '''-'''" 0.71'N, 0.05'E ~ :;; f
:s 2 ~ \j.r.~ A. 1 . ~~ 100'(P2) I - / r;:' f};-~ c> I ARWA 'fER 6 W/F Flr::1. ~ '-, I ~ ~;;;-I
!;!; 2 " f 1 I - '- 1<>> C'lt ~ I BEACH P ~~::b:~{ '0'0.. 100'(P2) I ~ C'I C'I,
:c G U1 LOT
~ ~ ;; . V 1 LOT 5 ~ & ~ a. IX) a ~ 11 ~ if I ~ ,,~)o~ .0:' LOT 62 I " ....... .e
ltJ ~ I~ ' lLJ kJ d ~ <( 'T @'~ ~ 100'(P2) --cJ -- ~~<:S:::,\"~,, I ~ ~ @' ~
IX) o. 100'(P2) ~I _ 4 ~ ~ 0 ~ a. of) I......... ~ -- ",,<,-~~~:..: CI) .;; & ..,.
~ 5 f, FND X CUT / 1 -I MAS WALL ~ ~ -J I.LJ 0:: <>~8! I~ LOT 51 ~ ~ 0~?'sS~ l I t:1 t ~ g
00:: 2 !G 0.70'S 11 LOT 6 9,1 W/T-O.3'W I I--- IX) S ~ b' j { ~ I ~ ,.,,/ ~ ~5~~~:-"""-..~'\.~~~' -----; __+_ g I ....
co FND x cuTI LL <( ~ ~ - ASPH PARKING ..NJ a. r<:, "~ ),,,-"-.,,,,,,~~~'. I ~-
2 1 ClEARul . I01S'N 0.10'[ N LL~;;" -I 1I):r ~>.." A/C ON C/S~ ,.f LOT 63 I......... I
100'(P2) II B ,fA TER 0" ~ -J :;:) ---.()" 100'(P2" P Bi "-~ '. ~ ~~" '-," ~......... 0'.......
CCCL (SEE DATA SOUIRCES 5)_~ rif-.-pBEACH PARK (\II in:r:;:)C) ~ ~ ggr 19 \'"/ ,,<( ,~"''''''-..''-~~'\-0''-'~''-';''' J I ~~:;;g,
I '" Bi C) <( 8 in '" ADW co 0 -a. ~~O.7' WIDE C/S'.',,, 'I, " I 10 '-'~ iO'
..a.@'./'1 10, PG 42 <( .w z C'I t I. FIR 5/8" CJ) :5 ~~o,~~~'" ,. 14: 75 (L) ~ in C'I '" ~ If
_ I I ~ I~ LOT 50 LB 6707~' '" ~&\...~~ 1~ ~ g a
'I I d. /' ~ 1 ~&....... ----.-_ _J T Ep I 71/ /SND0 n~
!G F' ~o ? I LOT 7 -. lU' ....... C'I '.' l P 0
"'~::'l "'''' w~ ~ u 100 (P2) l;;~ 1,5\.."0"',"-'-': -;::'":ta..;;;::~~..YJ - II ~ U
-t~( ~ l00'(P2) I ~ l/ ~ ~ ~ I AR 5/8" L~T 49~) t ~ 1~~i~~~~~,\QT ~4~~~"J t;; ~~ ~
! f F f ~'i a LOT 8 ,'~ - -I / '" ~) ,~r;qLB 6707 A'PH PARKlI~G T Ft ~~~~' 495 ~~~~~~~~' ~1? ~""
. ~ ~ :g II ,." i1! /. I & en E/p $ '" ~ ~ ;f:.~~~~'0'.'~' 1/ ,,>'V.3~ ,'01 ;;,. ~';
f-' CO /.., BLDG OVERHANG \ I ~ ~ & ~ J 1 .......; W/F J, 'io~ ~~~ ;"-.',>, LOT 65 COVERED CO~W ~()....... ~ c> <.s~
100'(P2) I ,! ~ <( ~ ~ I.;:, "'in ~ I (' "'tF S W/F I - -- = I ~ .~ C'I 0 if ~
S'@'_;11MASWALL/MAS WAll ~ 'f b 6f'.... ~~ ~ I ASPH PARKING:.-;o \J'/ E/P \ ~ wd~6 {{c,;-%! ~ f};- u ~ ~
~ ~ FND X CUT 1 ~""',. -..~ ~ 10 ~ '" I LOT 48 N82.52'21"W(CF) ir 0'-. 100'(P2) r~,,@ '" n.....
;u kJ 0.03'S 1 ",~~!::,~~,~ -= & cJ -~ 100.OQ'(P2.r) l ;::: g I I ~ ~~ ~ "';< PLANTER
;J 1 LOT 9~......~>~of)a., 0 ,,<( r~ <(....... I ~ I i ~~ FIR 5/8- LOT 66 CONC/S/W......." ~~J~yb'S~ R 0
II) " 't;~, ,~ @'2. ~ 100'(P2) --- LB 6707 u -. ~ -- .........
P 100'(P2) 0.5' CONC ~U~R~B'~~ 5 ::: a. of) I 0.$ /.K -- ,'~ I :;; il! I.LI Q)
~ ',-'I. ~ ~ ~u .' ~g: , 1-____ 52 "?;;;- a;>"
" @' II , ", . IA.. "'" !G..,,: I LOT 47 I ~ I ~ C'I ~ W - Q
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FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS. ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS
3030 Starkey Blvd. New Port Richey FL. 34655
Tel, (727) 849-7588 - Fox: (727) 848-3648
Certificate of Authorization: LB 6707
State of Florida
- 25' EASEMENT FOR STREET PURPOSES
PER DB 1550, PG 629
NO R/W VACATION DOCUMENT PROVIDED
(SEE EASEMENTS/RIGHTS-OF-WAY 4)
/
/
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BRICK CROSS WALK
582-S1 '20"E(C,F)
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1. SURVEYOR'S REPORT
2. MAP OF SURVEY
ADDITIONS OR DELETIONS TO SURVEY MAPS
OR REPORTS BY OTHER THAN THE SIGNING
PARTY OR PARTIES IS PROHIBITED.
/
Section 8, Township 29 South, Range 15 East,
City of Clearwater, County of Pinellas, State of Florida
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LOT 1
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SURVEY MAP AND REPORT OR, THE,-COPIES THEREOF ARE NOT
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Smallwood, Reynolds, Stewart, Stewart
ONE PIEDMONT CENTER II 3565 PIEDMONT ROAD, SUITE 303
ATLANTA, GA 30305 II 404.233.5453 II MARKETING@SRSSA.COM
Clearwater Beach, Florida
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NEWPORT BEACH, CA
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NOVEMSER } 8TH, 2004
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46 l I TELL:ER AVEt>.fIiJE
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@2004 SMALLWOOD, REYNOLDS, STEWART, STEWART & ASSOCIATES, INC, THIS DRAWING IS THE PROPERTY OF THE ARCHITECT, AND MAY NOT BE USED OR REPRODUCED WITHOUT HIS WRITTEN PERMISSION. 204023.02/ Cl1earwater Pres 11-16-04.indd.
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LWOOD, REYNOLDS s':1W'F)'Aj@f'U;'ii&:;i::>'{:;>:"~;",<,/;"::";'~~6'iid8:f:fi': ).;$! :..', ':: ':; . .' ..' . ..' ..77"7'" ....<
, TEWART. STE~A" RT
NG IS THE PROP~~:;'~~:"~T:::::H:""E"""':' ,>,,,,,:,,,,_;~~;,',ir:><+' '~.L ~..:.;.':;:.' .....: ." . ;.... >,;', .\' .>:. '. '.:. " "".4~ .."" ..... .. "
ARCHITECT. AND" ... :: ~~,~"~:bi#t\.W'; .),0$A, . :, '.. '. '.":~\"'''''' .',.. ,,: ....:d....;..~:.::. ..:d,i#m.- :.~ ,; '..:" , .' '. . ; ",~Efl" '" ..
, MAY NO ' .,...," .v'.. ,..,.' ,"',."u' . ,.w....,. ".., . .<<'. .' ....,. NO:W"""""'T:~: ~\t~N:U~::::
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RODUCED WITH ". ,,' .:...., . .;;d!,\sIMi.:::"..... .;~{... ,I..~:.,.i>;'" '. .' .' ::: . . . . . . HF:C~ '"
OUT HIS WRm .w,. ..'" ..:' ':.;.r/'i:K&ik' ,.",,: . '. ,,,.. 9'" $'1H\~~:_
EN PERMISSION' 20'4' ."., '.;'. .:.;....-:..:J"i. ." ,. ll':l"",m;...l\)'':75@~;'~ a-A'
. 023.02/CI ,.......... m~J;:(;;!~ ==
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@2~04 SMALLWOOD, REYNOLDS, STEWART, STEWART & ASSOCIATES, INC. THIS DRAWING I
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[iJ HIGH-RISE CONDOMINIUM BUll..DING WlLL
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CLEARWATER BEACH RESORT AND CONDOMINIUM
UNIT TABULATION
UNIT TYPE TOWER I (NQrth) TOWER II (South) TOTAL
Floor Area LEVEL :3 LEVEL 4-13 LEVEL 14-15 LEVEL 3 LEVEL 4 LEVEL 5 UNITS AREA
A 2,665 2 20 22 58,630
B 2,13Q 1 20
.. . . 21 44,730
C 1,900 1 20 t 21 39,900
D 1,700 1 20 21 35,700
E 1,650 10 10 16,500
F 1,600 2 2 2 6 9,600
G 2.150 2 2 2 6 12,900
H 2..000 2 2 4,000
PH~I 4,200. 2 2 8,400
PH-II 3,750 ;2 2 7,500
PH,U1 2,600 2 2 5,200
PH.IV 1,850 4 4 7,400
TotAL 5 90 10 6 4 4 119 250,460
OOMl\I1ERC1AURETA1L ONSTREET LEVEL 10,120
TOTAh$AI,.EAabf~ fbOQR AREA 260,580
COMMON FACILITIES 7,512
GRAND TOTAL 268,092
.." , III L ~ I (: · < ... ~~~_. .~.~
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NOVEMBER 18TH, 2004
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Copyright @2001 RNM Architects/Planners. All rights reserved. This drawing is an instrument of service. It is and shall remain the property of RNM Architects/Planners. The use of this drawing shall be restricted to the original site for which it was prepared, Any reuse, reproduction or pUblication of this drawing by any method in whole or in part is strictly prohibited without the express written permission of RNM Architects/Planners.
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19
LEGAL DESCRIPTION
BLOCK 1 LOT 1
LEGAL DESCRIPllON:
PARCEL 1:
PART OF TRACT A OF A RE-SUBDIVISION OF BLOCK 10 AND I I, AND LOTS 2 TO 15,
INCLUSIVE, BLOCK 9, OF THE REVISED MAP OF CLEARWATER BEACH, AS RECORDED IN PLAT
BOOK 19, PAGE 96, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, DESCRIBED
AS FOLLOWS:
BEGIN AT THE SOUTHEAST CORNER OF THE SAID TRACT A AS SHOWN AS 3,68 ACRES, TO THE
POINT OF BEGINNING, BEING A POINT AT THE INTERSECTION OF THE NORTH LINE OF
BAYMONT STREET, AS SAID BAYMONT STREET IS SHOWN ON SAID RE-SUBDIVISION OF BLOCK
10 AND I I, AND LOTS 2 TO 15, INCLUSIVE, BLOCK 9, OF THE REVISED MAP OF
CLEARWATER BEACH, WITH THE WESTERLY LINE OF MANDALAY ROAD, AND RUN THESE
N20045'OO''E, 182.23 FEET: THENCE NOlo44'OO"E, I 10.SI FEET TO THE CENTERLINE OF
AMBLER STREET, SAID AMBLER STREET IS SHOWN AND DEDICATED AS A PUBLIC STREET IN
THE REVISED MAP OF CLEARWATER BEACH, AS RECORDED IN PLAT BOOK II, PAGE 5, OF THE
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA: THENCE WEST ALONG THE CENTERLINE OF
SAID AMBLER STREET 420.00 FEET, MORE OR LESS, TO THE WATER OF THE GULF OF
MEXICO: THENCE IN A SOUTHERLY DIRECTION ON A MEANDERING LINE ALONG THE WATERS OF
THE GULF OF MEXICO, 321.00 FEET. MORE OR LESS, TO THE CENTERLINE OF SAID BAYMONT
STREET; THENCE EAST 385.00 FEET, MORE OR LESS, ALONG SAID CENTERLINE OF BAYMONT
STREET TO A POINT 40.00 FEET SOUTH OF THE POINT OF BEGINNING; THENCE NORTH 40.00
FEET TO THE POINT OF BEGINNING.
PARGa 2:
THE NORTH 20.00 FEET OF VACATED AMBLER STREET LYING WEST OF THE EAST LINE OF LOT
9, PROJECTED SOUTH A SHOWN ON THE PLAT OF MILLER'S REPLAT, AS RECORDED IN PLAT
BOOK 26, PAGE 17, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
PARCEL 3:
LOT I AND 10 AND THE SOUTH 80,00 FEET OF LOT 9 OF MILLER'S REPLAT, AS RECORDED
IN PLAT BOOK 26, PAGE 17, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
[SHOWN AS (L) ON THE MAP OF SURVEY]
TOGElHER W1lH:
The lands lying West of the Easterly Right-of-Way line of Gulf Drive, os shown
on the Plot of CLEARWATER BEACH, os recorded in Plot Book 5, page 2 of the
Publ ic Records of Pinel las County, Florida, lying East of the Mean High Water
Line of the Gulf of Mexico, lying North of the Westerly extension of the South
line of the North 20.00 feet of Ambler Street, as shown on said Plat of
CLEARWATER BEACH and the Plot of REVISED MAP OF CLEARWATER BEACH, as recorded in
Plat Book II, page 5 of the Publ ic Records of Pinellas County, Florida, and
lying South of the Westerly extension of the North I ine of Lot I, MILLER'S
REPLAT, as recorded in Plat Book 26, page 17 of the Publ ic Records of Pinellas
County, Florida.
ALL BEING MORE PARTICULARLY DESCRIBED AS:
A parcel of land being a portion of Tract A, "A RE-SUB OF BLOCKS 10-1 I AND LOTS
2 TO IS INCL. BLOCK 9 OF THE REVISED MAP OF CLEARWATER BEACH", as recorded in
Plot Book 19, page 96 of the Public Records of Pinellas County, Florida,
together wi th Lot I, Lot 10 and the South 80,00 feet of Lot 9, "MILLER'S
REPLAT" , as recorded in Plat Book 26, page 17 of the Public Records of Pinel las
County, Florida, together with 0 portion of vacated Right-of-way of Ambler
Street, according to said "MILLER'S REPLAT", together with a portion of vac~,ed
Right-of-way of Gulf Drive, according to "CLEARWATER BEACH", as recorl!ed in Plot
Book 5, page 2 of the Publ ic Records of Pinellas County, Florida, together with
a portion of Sections 5 and 8, Township 29 South, Range 15 East, Pinellas
County, Florida, being more particularly described os fol lows:
BEGIN at the Southeast corner of Tract A, "A RE-SUB OF BLOCKS 10-1 I AND LOTS 2
TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF CLEARWATER BEACH", os recorded in P!ll"
Book 19, page 96 of the Public Records of Pinel los County, Florida; ther.~e
N21037'34"E, along the East I ine of said Tract A, same being the \!lest
Right-of-Way I ine of Mandalay Avenue, according to said "A RE-SUB OF BLOCKS
10-1 I AND LOTS 2 TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF CLEARWATER BEACH".
for 182.33 feet; thence continue along said East I ine of Tract A, same being
said West Right-of-Way I ine of Mandalay Avenue, N02041'34"E, for 110.50 feet to
the point of intersection with the South Right-of-Way line of Ambler Street,
accord i ng to "MILLER'S REPLAT", as recorded in P I at Book 26, page 17 of the
Public Records of Pinellas County, Florida: thence N89006'59"W, along said South
Right-of-Woy I ine of Ambler Street, for 160.00 feet to the point of intersection
with the Southerly extension of the East 1 ine of Lot 9, said "MILLER'S REPLAT";
thence N02041 '34"E, along said Southerly extension of the East I ine of Lot 9,
and said East I ine of Lot 9, respectively, for 100.05 feet to the point of
intersection with the North I ine of the South 80.00 feet of said Lot 9; thence
N89006'59"W, along said North 1 ine of the South 80.00 feet of Lot 9, for 60,00
feet to the point of intersection with the West I ine of said Lot 9; thence
N02041'34"E, along said West I ine of Lot 9, for 6.96 feet to the Northwest
corner at said Lot 9: thence N89006'59"W, along the North I ine of Lot 10, said
"MILLER'S REPLAT", the North line of Lot I, said "MILLER'S REPLAT", and the
Westerly extension of said North I ine of Lot I, respectively, for 571.41 feet to
the point of intersection with elevation 0.62 feet, North American Vertical
Datum of 1988 (NAVD 1988), some being the point of intersection with the Mean
High Water Line of the Gulf of Mexico; thence the following nine (9) courses
along said elevation 0.62 feet, North American Vertical Datum of 1988 (NAVD
1988), same being said Mean High Water Line of the Gulf of Mexico: (I) thence
S040S9'06"W, for 40.89 feet; (2) thence S05043'SO"W, for 51.84 feet; (3) thence
S050S2'49"W, for SI.04 feet; (4) thence S05035'41"W, for 49,79 feet; (5) thence
S07036'31"W, for 47.28 feet; (6) thence S060II'33"W, for 49.96 feet: (7) thence
S09002'38"W, for 51.54 feet; (8) thence S05053'20"W, for 49.11 feet; (9) thence
S08023'S6"W, for 42.98 feet to the point of intersection with the Westerly
extension of the centerl ine of Baymont Street, according to soid "A RE-SUB OF
BLOCKS 10-1 I AND LOTS 2 TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF CLEARWATER
BEACH"; thence leaving elevation 0,62 feet, North American Vertical Datum of
1988 (NAVD 1988), S89026'04"E, along said Westerly extension of the centerl ine
of Baymont Street ond said centerl ine of Baymont Street. respectively, for
763.42 feet: thence leaving said centerl ine of Baymont Street, NOOo33'5S"E, far
40.00 feet to the POINT OF BEGINNING,
Containing 320,797 square feet or 7.364 acres, more or less,
Error of closure: 0.0095 feet (LCS)
[SHOWN AS (LI) ON THE MAP OF SURVEY]
BLOCK 2 LOT 1
LEGAL DESCRIPllON:
LOTS I THROUGH 13 AND LOTS 49 THROUGH 56, CLEARWATER BEACH PARK, AS RECORDED IN
PLAT BOOK 10, PAGE 42 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
....
....
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TOGElHER W1lH:
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LOTS 43 THROUGH 48, LOTS 65 THROUGH 71, AND THE SOUTH 14,75 FEET OF LOT 64,
CLEARWATER BEACH PARK, AS RECORDED IN PLAT BOOK 10, PAGE 42 OF THE PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA.
TOGElHER W1lH:
oj
THAT PORTION OF BEACH DRIVE (F.K.A. GULF BOULEVARD) RIGHT-OF-WAY (TO BE VACATED
WITH THIS PLAT) LYING SOUTH OF THE BAYMONT STREET RIGHT-OF-WAY AND NORTH OF
SAN MARCO STREET RIGHT-OF-WAY.
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7..8 PReLIMINARY P!l..AT
9.10 HORIZONTAL CONTROUPAVING, GRADING, AND DRAINAGE PLAN
11.12
ANDPEARL
RESORT
CLEARWATER
FLORIDA
SITE
PLAN
SECTIONS 5 & 8, TOWNSHIP 29 S, RANGE 15 E
LOCATION MAP
DI~A WING INDEX
~
15 UTILITY DETAILS
,>'
BAY
ROAD
SHEET
SHEET DESCRIPTION
8
.........
C5
~
1
COVER SHEET
2..3
EXISTING CONDITIONS
3A
VALET PARKING STUDY
4..6
SITE PLAN
PROJECT
LOCA TI ON" - --
E:s
~t""l\Y
UTILITY PLAN
~,
STREE
cllMPBtl-L
GULf' TO BA Y BLVD
13.14
PAVING, GRADING, AND DRAINAGE DETAILS
ROAD
TAMPA
BAY
ROAD
OLD
Cl>
..
...
BAY
DR
EAST
DENSITY TJ\BLE
DENSITY TABLE
Note: Any unused density unit~ for the hotel and/or retQiI component$ of the ~oposed development wUl b, returned to the City's Density Pool os deser/tbed in Beach By Design.
Reauested AI'2~ple QJfferenc.
Re:sidential Dwelling Units 120 (max) 120 (1) 0
Ho,tel Units 260 (max) 126 (1) 134
11.000 sf of Retail (3) 11 11 0
(converted from FAR to
equivalent hotel units)
Adlditional Hotel Units 7 0 7
(contingency)
T01tal Density Pool Hotel Units Requested: 141
1. 120 dwelling units allowed
2.4 acres x 30 dwelling units per acre = 72 dwelling units + an additiQDoJ 48 dwelling units per allocation of Gray Settlement agreement. The -Gray :Settlement- allowed
for a total of 232 hotel rooms to be proportionally allocated to Lots 6 0 28 of th~. C1eQf'Water 13each Park Subdivision. Converted to residential dwelliI,g units at the 3: 4 ratio
equates to 174 dwelling units. Lots 14 - 48 (south of San Marco Street) rece1wd 112 dw.e.lling units for the lIIMandaloy Beach Clublll development. leaving 62 dwelling units for
Lots 6 - 13 (north of SQI'I Marco Street), This is 48 more dwelling units than current ~QF1ing at 30 units per acre would Qllow for Lots 6 - 13, ThUs. the -Gray Settlement- provided
an additional 48 dwelling units for Lots 6 - 13,
2, 126 hotel units allowed
137 hotel units per termination of non conforming status as to density less
11 units converted to retaO
3, FAR Commercial Conversion to Hotel Units: 11.000 sf of retoil / 43.560 sf per acre x 40 hotel units per acre = 10,1. use 11 hotel units
PREPARED FOR:
CBR DEVELOPMENT I, LLC
2201 4TH STREET NORTH
ST. PETERSBURG, FLORIDA 33704
TEL (727) 823-0022 FAX (727) 821-2007
PREPARED BV:
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS. ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS
3030 Starkey Blvd. New Port Richey FL 34655
Tel: (727) 849-7588 - Fax: (727) 848-3648
E.B. No. 7421
GENERAL NOTES
1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MORE
STRINGENT TECHNICAL SPECIFICATIONS AS FOUND IN THE STANDARD SPECIFICATIONS OF
THE CITY OF CLEARWATER OR THE CONTRACT DOCUMENTS AS PREPARED BY FLORIDA
DESIGN CONSULTANTS, INC. SPECIFICALLY FOR THIS PROJECT.
2. THE JURISDICTIONAL AGENCY FOR THIS PROJECT IS THE CITY OF CLEARWATER.
3. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN ON THE PLANS AND
IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF THE
UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY.
4. THE CONTRACTOR SHALL USE APPROPRIATE MEASURES TO PREVENT EROSION AND
TRANSPORT OF SEDIMENT MATERIAL TO INLETS, SURFACE DRAINS, LAKES AND WETLAND
AREAS. THE CONTRACTOR SHALL USE STRAW BALES, SILT BARRIERS OR OTHER APPROPRIATE
MEASURES TO MITIGATE ADVERSE IMP ACTS TO EXISTING SURFACE WATER QUALITY.
5. THE CONTRACTOR IS TO CONTROL All FUGITIVE DUST ORIGINATING ON THE PROJECT
BY WATERING OR OTHER METHODS AS REQUIRED.
6. NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY AND STORM SYSTEMS.
7. ARCHiTECTURAL INFORMATION PROVIDED BY ARCHITECTS.
8. BACKFLOW PREVENTION DEVICES MUST BE INSTALLED BY THE CITY.
9. LOCATIONS OF TRASH DUMPSTER TO BE COORDINATED WITH THE CITY OF CLEARWATER.
10. SITE lANDSCAPING WILL BE IN ACCORDANCE WITH SECTION 3-1202 OF THE CITY OF CLEARWATER
COMMUNITY DEVELOPMENT CODE.
11. THE SITE IS LOCATED WITHIN FLOOD ZONES AE AND VE, BASE FLOOD ELEVATIONS = 11, 12, AND 13
PER FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 12103C0102G, MAP REVISED SEPTEMBER 3, 2003.
12. SITE LIGHTING SHALL BE PROVIDED IN COMPLIANCE WITH CITY OF CLEARWATER CODE REQUIREMENTS
AND SHALL BE DIRECTED DOWNWARD AND AWAY FROM ADJACENT RESIDENTIAL AREAS, ADDITIONALLY,
LIGHTING WILL BE DIRECTED AWAY FROM THE BEACH ZONE IN CONFORMANCE WITH SEA TURTLE
NESTING GUIDELINES PROMULGATED BY THE FLORIDA FISH & WilDLIFE CONSERVATION COMMISSION (FF&WCC).
13. DRAINAGE FOR ALL PARKING LEVELS UNDER THE BUILDING WILL BE DIRECTED TO THE
PROPOSED DRAINAGE SYSTEM TO ACCOMMODATE WATER QUALITY REQUIREMENTS FOR
THE PROJECT.
14. TREE REMOVAL PERMIT APPLICATION TO BE SUBMITTED AT TIME OF CONSTRUCTION PLAN
SUBMITTAL.
15. MAINTENANCE PERSONNEL FOR BOTH THE RESORT AND CONDOMINIUM SHALL BE RESPONSIBLE FOR ROLLING
OUT DUMPSTERS TO STAGING AREA ON COLLECTION DAYS.
16. BUILDING TO BE SPRINKLERED.
17. CONSTRUCTION PLANS TO SHOW FIRE DEPARTMENT CONNECTION TO BE AT LEAST 15 FEET FROM THE
BUILDING BUT WITHIN 40 FEET OF A HYDRANT
:a.~..~
LAND USE DATA
ZONING DISTRICT
EXISTING
HOTEL/CONDO
T
FLEXIBLE DEVELOPMENT STANDARDS
REQUIRED (MIN/MAX)
REQUIRED (MIN/MAX)
HOTEL CONDO
PROPOSED
RESORT
T
PROPOSED
CONDO
T
T
T
USE
LOIT WIDTH
HOTEL HOTEL
~,~
7.36 AC/2.01 AC 7.3 AC [12]
320,602 SF /87,636 SF 320,602 SF
763'/350' 763'
10,000 SF (1.80 AC)
lOT AREA
RFH
10,000 SF (1.80 AC)
RFH
IMI?ERMEABLE
SUIRFACE RATIO
o.-r=,
2.92 AC (,eMO%) 1.58 AC (0.66%)
127,195 SF 68,825 SF
260(MAX)[8] 120 CONDO UNITS
11,000 SF RETAIL
100'
100'
[1]
NUMBER OF UNITS
157 HOTEL SF
SETBACKS (BUILDINGS)
FRONT (EAST)
SIDE (NORTH)
SIDE (SOUTH)
REAR (WEST) FROM C.C,C.L.
SETBACKS (OTHER STRUCTURES)
FRONT (EAST)
SIDE (NORTH)
SIDE (SOUTH)
REAR (WEST) FROM C,C.C.L.
HE:lGHT
PAV'ED VEHICULAR AREAS
P~KING LOT INTERIOR lANDSCAPING
(SF' AND % OF PAVED VEHICULAR USE AREA)
P~KING
TOTAL
HANDICAP (INCLUDE IN TOTAL NUMBER)
[9]
[10]
[11 ]
[12]
12,8'/0' 0' 0'
1,9/2.5 1.0' 4'
[9]2'/0' 2.0'[9] 0'
0'/7' 0' 5'
[1] o' NA
[1] l' NA
[1] 0'[9] NA
[1] 0' NA
[1] 95'[2] 150'[2][3][4]
[1] 9,004 SF [5]
[1] 900 SF [5]
[1] 10% [5]
[1] 120 320
[1] 5 8
I I I
440
TOTAL SPACES INCLUDES
13 HC SPACES [7]
0'-15' 0'-15'
0'-10' 0'-10'
0'-10' 0'-10'
0'-20' 10'-20'
10'-15' 10'-15'
0'-10' 10'
0'-10' 10'
10'-20' 20'
35' 35'
[5] [5]
[5] [5]
[5] [5]
[6] [6]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
5;
~ \e'1''''
s,,~"Q.,
NOT APPLICABLE OR UNKNOWN
HEIGHT IS ELEVATION ABOVE FEMA BASE ELEVATION "13".
SMALL TOWER HEIGHT IS 48'-6" (ABOVE FEMA BASE ELEVATION "12").
SEE ARCHITECTS PLANS FOR HEIGHTS OF OTHER, LOWER, PORTIONS OF BUILDINGS.
NOT APPLICABLE. ALL PARKING IS WITHIN THE BUILDING
TOTAL REQUIRED PARKING (INCLUDING BEACH CLUB REQM'T) = 431 SPACES (SEE PARKING STUDY)
PARKING SPACE BREAKDOWN IS AS FOLLOWS:
CONDO BLDG (GROUND LEVEL)= 160 SPACES (INCLUDES 4 HC SPACES) CONDO BLDG (SECOND
LEVEL)= 160 SPACES (INCLUDES 4 HC SPACES) RESORT (GROUND LEVEL)= 120 SPACES
(INCLUDES 5 HC SPACES) OF THE 320 SPACES WITHIN THE CONDO BLDG 180 WILL BE ASSIGNED
FOR CONDO UNIT OWNERS. THE REMAINING 140 SPACES WILL BE USED FOR RESORT PARKING
MAXIMUM NUMBER OF UNITS IS 260.
CURRENTLY THE ROOM COUNT IS AS FOLLOWS:
FLOOR' 'ROOMS
3&4 19 EACH=38
5&6 56 EACH=11
7 54 EACH=54
8&9[11] 25 EACH=50
TOTAL 254 ROOMS
FROM THE s' WIDE "BUILDING LINE" AREA LOCATED IMMEDIATELY NORTH OF THE 25' WIDE
"EASEMENT FOR STREET PURPOSES". SEE BOUNDARY SURVEY FOR FURTHER DESCRIPTIONS/LOCATIONS.
INCLUDES 1:0.40 ACRES OF BEACH ORNE R/W TO BE VACATED.
THE ROOMS ON FLOORS 8 & 9 WILL BE SOLD AS "RESORT CONDOMINIUMS-. SEE
DEVELOPMENT AGREEMENT FOR RESTRICTIONS ON MAXIMUM LENGTH OF STAY FOR OWNER, ETC.
THE AREA EAST OF THE WEST R/W LINE OF GULFVIEW BLVD. IS 3.69 ACRES (160,736 SF)
... E'" C." E' "IE' D'..
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. ill .....
[8]
s-.. Mi*'-O ,.
L.",r~N 3 }'l.I)O&,
PLANN INC:: nr:r;'i\tlTI\II,P, "
_ t..' ......, ~ r\."! ~V\f..._ .
IlY Of Cl~WATER
I,
NOV 1 9 2004
L
--=-....-
SITE PLAN APPROVED
CASE #: ~1?.f:,O'O~8
CASETYPE ,q~--
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R.D 2004-09068
REV: nll8/04
DA 1E: 09-28-04
JOB NO. 997-250
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DESIGNED
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CHECKED
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I LOT 1 I
MILLER'S RtPLA T !
PB 26, P ; 17 I
I LOT 2 LOT 3 LOT 5 \
I \ MA TCH UNE SEE LEFT
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1ST STY WOOD DECK -,--;---'-----1 1,IJ1 ,', . '.' .. .. _ I. .' . 6 96 ,~ / ' I" . " . .'" . I I 1>;. ~ll~ 'Io<y JI, ' I I
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2ND STY CON BALCONY' lJ~ " ~ ' I' , ' M A cd,Jf,,, .' . ,1. "'1 x (1..30 I ~ (Y . C!_ _ i COVERED CONC i ~ I WPS 1111"
lid L ..' I I ASPH/PARKING 1.0./ '" "'", r 6,5~! ~5~ \ j ; I :<~!:'~l GLPS (\ Icv
, " ilr~,-!j ~- --''''/'j , -~=~. --. ._--,~ ...'-~ "._~..~- -4~- x 5.0", ,,/ -'--1 _ x 5.3 '\. /1 I "Vi',1 .- I) I j
1~,,)2 ill " r tJ r----11 r----.----L r'---~:'- ....._,,- i-., _'''5'' x l3.12 If w~j~~6; ~~~~;'(608 I' 1 ! 11r-w ~\ &; ~IJI I I'~, I
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ASPHAL T
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i " .. ~ . Ii ".'~.~. j " " '8',)' ASPH PAFIKING ! ~ i JI8 Xl<- ~1' ... 'x <5 II.! l-<'~ . 'O~
I g iP'~~:.)1 H ,I I @ x 6:30' V ;mwM G8AJI:..lti.1.U___ 1 ,..,...., , X)( ;,?>'\ ~:O<:,:i., . C>
I I' I '-~ 11)1 JI i ,,- X t> 3' I 'I y\ '" I") ORATE EL ~ 3 52' --------__... . I) LYiJ \?> ' II' I ...-- 0-
f : III (P~'O' ~lll jJ ~ 1.' j 7,05/ I I' ~~ C2c~V~'b \ ;1 ,o,gr:titH / IE SSE= 0.48', 12"CMP --=+~':-"" , ~I I '[ II ~ i to
Ii III I ! .. , . J" "," ," I I I g ASPH P,\RK'rJG I tOI Pf"'Kllo,J~...' ,BIJ)G OVERHANG--~ - , ',6'::. cl ~:'J.~ ,I(.;i I I, l.C) ~ ~
1 ~ I ' ,x .-. E..5::> - ; '@-'v4Ix',,,,z I ~L ,( / 'I ~~ u;".>"~ ", X Lt ",9 X "",- I .J .
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-------------------------------------------------------------------- --------------------- -----~I',l-~~~~~r!JJ!I-----jII-- -------, ----I-::{,:;..-.:::.-~',---r--.----......:.....-------------:..:..:----------c, ---- AUBLER i:T II '/5........... ".:hIP .:,<1, "'Jill PS"'. . '" .~;.. :f( > g,; GAS ----<:,'1r GAS --I . c$ I T
jli'.;/ 8'0 , X F. 77 . J .. ,= . - }( ~ 8~ M I x - '~Ho ---e""" v rA:;':.c-~G'); ..E- Qi -$I '~.&mm' ~ - J -----'--
II! ! ,..' xC-', , 'ir" "...--.....-GA~__-'_1~;..'A't.L' --'1 .~11~ '~I I
- - - - - - -- -- - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - --- - - - - - - -- - - - - --- - - - - - - - - T - -- - - =+ - --- - it - - - -~ -- - - - - - - ~ - -oj!, -,- - - - - -.:... - - -- - - - - .~~:-: - -= -=~='~='-' ~~d=;"'= ;"'-2_ -" == = U --, -N8&'06'5'l"W -" ,,J .~"-:::- '"'" 0;00" - -""~~ '-Ei':' _'- '" "~' "', ;) dl~ '
ffiEE ~GEND .---~----. ---.~-~--~~------~------~---~--- ---- ---h--~------ ---~~~~--f~~--~I-:;~S-~GAS~G~~~~L.~s~E~~: i~~~~~~' -~~~E~-~QU,lZ~Y~~---~ ~ ~ :A~ I
I~II! lUll 1"'1(,)" '<1,,;;-, ....~" ;,.f' t.:~" " .. I "I.'" ,., " 'I -T-------- - --.'':::' . I ", '~DW JE ~"". I-JO.53', 12 IP ~2 tIDw b 5 .---~\lI%'---:-~_~ I I cl 4'
~.' = Australian Pine Tree it"Bl = Hickory Tree Ill:> ~II iL f.0' " <5 _ ,i ~J . 'L,E!G 6..@rS\iS'(S)------ - :~~~["'-<" ~~ ~~~'eI T - - - ?'......---;7~ II 'BY;~J I I ~ -j) :t2.---i< ~\
@=BananaTreee=HOIIYTreeJ/II!t II r-=~~-"'~ ,~,,;>,'c:')b....~~ -,-..- ;:~J"", . 't=f'~@~:'<,:)'t,~",7fr'~~~ .~,. t5lL~.19 ~_-: 7"~\t~iR~.I~_=~ " .._~ ~~~~ ~~:;o~~~~'f~~----- // '~'(;Y '1'lt'2"1! t.a' ! jJlSPHALT ~k -:,:1 .' I ~~~t~'.~R:;;('i.
@ T tJ2' = Jacaranda Tree ,'. 11"1' Ili/, II ~- ,;:{~ " - e ' ' / CLUS1'~." I, ~. '1., --;-,', 'b'
SA - Banyan ree 1(;::.' r= !/ · . 4" ~.'" ," . '" ,/ r- ,(ilL I ~i><,,<?i\.,. ..., ",,<1>
@):BaYTree@=LOqUatTree,1 Iii I~ ij C ';31: ' I' 5[0 ..,,'.\ '^,' ~ . " . 0.0 C ~13\ TYP) ~_1:V i -;1 i. I 'I ih - --- r -- v ,,-.- ~ I' . ~ "j"~ i><J."./)/ 1<:-'
:11 I I, ULh' .' _........_- 'Q. I . Iff I" \ I
@=BlackCherrY@=LigUstrumTreell,'llx:,.91O';:"dO" I" ~ rJL~ d3 'ibiJO" , I X <l ,\ I . ?f!t1J.i'f..1 i / i I P BRICI<
Iii 1C3':;'\4'X:.J 0 8~c' , 'i2"CMPx ,",(10 1!~Ii/i;:o'( II . I l?<J \ I /'1 . ';S,
@ = Bottle Brush Tree @ = Magnolia Tree I Ii! (9 , " I [ I 81 r / 'c.: 1 i I ! '01' :o~-:; \)<b l><'''~'; <::>l;)o::Zfb
'sVI = @I = Maple Tree 'r! ~) I I ~ SMJI]ARY MAti':ill.Lf.___ iJ!~,! I ~ :< (b. ' _,~ .",,~~;:.>
'4"";"- Bougainvillea Tree I;i, I 11 r: --..:.. ~~j . 'O'g . .". ~_ RIM EL = 3.70'. ~ f~...8 I J / ASPHALT I diRB(TYPf 1
faPI = Braz'II'lan Pepper 0,,,i = M'lmosa Tree I:!ib II 11@ X /"L~"6.r- ~ IE N = (-)0.31 8"DIP ~. ----'T- ___ ll' I I
'eJ ,:....- IiI' Ii . v t'o- '_ , IE S ~ (-)0.31' 8"DIP I ><'5388 I ~--..J Il< '" \..
ill II '"'CCL # X 3.0 €'M)O 8' '" ,&~ IE E = (-)1.16' 8"DIP "-? ,,I 1-0 ,~~' '" ,,' '(~____ / ~~ BRICK, ,....>---0,5
@=BUSh@=MUllberrYTree/I/1I --- .~ II '0 ~ " IE W = (-)1.138' 8"DiP ,t t;J 1 ~l' ~ I x~'; --------........ J I, 1 {
I I I 'I (....oW STnmv. MANIOU" p,. t.q.w~ '0 ~ ft.. ........tc:\ '0 , '1",1 '
@=cactus@=MyrtleTreei'IIIII'I'III"c"'/I" rfM~f~.-[.?4~Z;~~"DI;-.--.9~' ~l,'t~r:::rr---~~ ---t (dJ x 4;'7 x l!;'~5 <Jf t!!:1t- I } :~. lo..~'\ I>;~'to:-"
C,}, h T fAI - Oak Tree 1',1/ ,@',,,<: '~13' 12"D'" PI,1r:-\J4 I _ I x 1<. y'-' "" ,t.. 0.1-
:: ~:;; ~~eeree :: Oleander Bush f /i;l! I o' I:::.... I II 9Ei>f9J'" /":~~"Il '><666 .'1:. ~.'" '-I' ,I,. <~.r:,~,~\\,2j) Jbl- l;, X:,..../r/ /':>" ./pv .",,~
r,;:;, I ,1'_ 0,'.'"' .." ". I II : r" ::-. .", ~,~I\) 4. 0,::0. I ./ / I (~ BRICK __.
f:.!jl = Palm Tree j )/1 ,. \(,.:1, . !' II>. ,'1.. X :5 ' ./ :;, <;I: ,
~: ~~,:":y ~:~cel he ~: :~:k T;:: ;/ II ~,1..lf.~ ~ I I l' "'0 I'; ~1i','f' .1' /,/ ,/ :H'" ji ,/ k~ l<)~ l>~~tS>i;
@ ~ Ch;na Berry Tcee ~ 'I I I I '''' . ,.,J d' , / //
@=cypressTree@=scheffleraTreelll! x ~"" . 40"\.r,:'.,, I ) ~ --,....,
/., :"c I ' rr-- , ,: "', ".:? , IE: N "" 3.20, 8 DIP ,,<:> t'- DrT'! r.r 4 O:~WH" ,/
@=DeadTree($9=seaGrapeTree/ljli ,I lr~.' (fif; '.,' b(l i\C:. J €J (fjl' :~~N~(_f3:118~3~,,~:;?IPxl~'f]{>~\ 1'1 ( / '/~
@ = ~::r;~::n Tree :: :;::::~mTr:~ee I . II II III j@)"4"JESSW -1 (-)O'~~'i ~~P;1:'~G' -11~f I '/G / 111
@l ~ Iii I, I, ..{ I 0, ~ R . cO "'" I
@=Eucalyptus Tree ~~ = Unknown Tree TYPe;, ~II I III r~'~--~", 0i:'i '6~"" f~I~3' (P~:;:~ x, , l ~ II' I ~_' 'I x 4,35 '" ~
SvuBOLS LEGEND@=WillowTreellil 1 f-~ _~--l t~-'~~ll'-;;@ . "'-', 'e;~(j' 11" 1yrNC ~~'i d 4f' f /
I M_ 1I!"@6),/
" ".79
..+ Aerial Target @ Metal Post 0"'" "5" ,," X l57 !
..f:jL Bench Mark ~,!,~~ = Monitoring Well / I@"@'.l..@"&i&i/,
J;" - Coble TV Painl Sldpe Y = Po<O"9 Mel., I , I " ~ '-" I' I ~f I r/' ! }& (1 /1
K1ll Cable TV Box 7~S = ~:~:~:~:~ ~~i:~ ~~~t Stripe F.I\CE1I;[LIRETAiNi~W---'"'iI'\1 I I'll I, ----:;;1. . " )",':'6'" '"Yfi ~l / //;;//
1(;\ = Communl'cat'lons Manhole I II I . 97 X 'x '') I' I 11 I "', ,;; ,
"" i$1i Recla;med Wal... valve, I '/ ",5 "" ~ i d'" ,.' , "I S, 18 It
:: g~~~~:i: ~i;:: Pole ~0~ ssaann~lttaa~Yy ~~e::o~anhole /' -1 W~OD STAiRS ITAI I II ~1~6':56 {~ :>< G'91" ...,..... . ;/',~/ , i(", ''j", >.,"C / r!;j /
; : ~;;;~~e:: ~:~~~,:a,e ;JiP2= Sanaary Sew... Palnl Sldpe ~ g . 1/ I I .... ." m ~ "-C~,I:f' S / r f
~ ~ ~~ ~~;a~;' ~ : ~:;~~:: ~::~'" Box ! i ,II ,/, I II~' '" I 'i 'jl ~ ,,--- ' ;, =- ~i'{~~~ ~'~~;:;J ~ Jf!} H'" /
<0 Flag Pole iF!!P~= Storm Water Paint Stripe o~ 'II r-==- .II J ....J ....J@;< <p (~;z:. ~ ...~~ /J~~!J)~i", '}41 :>< '".,. /
p;:iI Gas Line Marker N Ii' X'~3-=--==--=-= =_.gjJj5 .... e I e w w Nl? ,5 ! ;1J!/;; /iif ~
I Sill = Traffic Signal Box I~) 0" (0, ' ' x ij ~5 W ! w ~ ~ @<,.. '':>x'';'':. ~"I/~:;-., iY fi 4' /
n Gas Filler Cap I i 4-:c." "" r-m '. > I t?\ , / ~.f\...- Q
<j;;~' IT.el = Traffic Signal Pole I Iii ,:_':Y ~?t ! 1 " -, 1OL',s" fS{ 1 w <( ~ ~ .,9 >t=-~~'1"< 0 J'l'""~:J S I'~ ~~6 4/2
~ Gas Valve ~HJ'~ = Water Line Paint Stripe i Jr1.:! 6.7 ! ~6 1-' '=-- _I - -- -.~ - ---- - - -.- -- -.. --.. -- - , 6 ~ 2 2fu .,- ^' I'i" '): ",I0c/s I) . 471 " fk433
@M = Gas Meter Box I 1/ ' @' J;, N :::: <> I i!k"~o" ,c'"" ,0 'Ie!
;; = ::I~;~:'e~ainl Sldpe :: ::: ;~:: Pol, I I' 2":,,'[iio~~C ----5\f!/<~"~ --- I,' '}' -..,.J' f'.. ~ /' ~ji', -fi'~M~ cu,~" "c ' ,," I "''' "'I 'o~~f:' 4"W ;:'/t;t' ,,0 ut,
@GGTETE MpeadnehsOtleal x'~ = Wood Light Pole ! " i ~-i' ~~i 11 ~~~'A~s-~i~~J '" ~ _ x r'l:~)5i/ ~"~;II~tl".<~<}' I I' 4~~!jl' ~ 5'0~~C::(;'~7:!II:8xi,ll' '/f /
" ! 1ST STY WOOD Dl'dK~--" I /;;ytf,""! ;I I r!J/:~ J /
c'i'v (]I Wood Post 1 ' . ,I, , . '" (,~/I"':::' ~ I I: /.,5P:1 PARKING II 0" ,~.\ <!.ij1~', I' II,
FNJ GTE Marker x 60 = Point of Elevation I I ,""rfr,{ III Dr. , ' 7" '.""" A..... I ,~~ (j~~'41~ I j Ii ~ -.w J "~, ! 7" I, 1~'::-~,-<< 369 x /6' U I:;'
' pM) I'''''. ,'- "'<:"':: '''0- --- -~r'--;;'.,......".-~fy"'":...,-~---T-.-""":~----.- -S;:;;CC":LJ~ "tJ.--.--,-. --If"'"----.'71---.-..---L-_..__.___._.___..,,.'-"__.____,________ _....--____._._..........;~II__ ~l j;'" 4: ,J____. ifr'
-) Guy Wire 2"'''-'' = Calculated Dimension from Structure I ~ Ii '" I 6" , Sc, '>- (s?\ ~?;,,~<l ,':;1 'c ",,:,--/ :':::-4""" ,,~. ~\;' __ Q~O*"\' I '~~l~==";=.":~.~~-"==~--i' = ;;:-~rr--- "'3 c, io'';''c _ ~~=.=~"'7'-~"~,"=._---~~~~___d' l' '%/ CI __-*';;'/-- f !
_v."- ! J ... , l;Jy'{' ,,--' l;f.,;l':;)-:'>-' (,Yr;:'~ ~",i' '"'[<~' c: ~""GP" I l. I 'y tt'rJ;f.c~ lJ(;",):) .A. ~QI" Ip~l~, ~ >J 0 5' ~Q~iC r-U~........ Ll4" !:"4' ~~~-~ //6'- .., f
x>: = Light Pole .:::=---=- to Boundary / Right-of-Way Line I ':1 qi.<r- \';' ,,5''-'" 6" 'Co@? '0~ @),,' ,:;r'~'-'~~@~l-~~YI1f,r;-~<44~""..J 'C~y' ji'l I ,,' '<:~0~~0't,9~ "~,~,, 6'>'@('::; c" .p~..,. cfi/)p'0, .. Jdi'.: '" c?'.:) @7 c:~~bs@-;',u~jOl.E,_XSi!!J '-/"~?/:x..) "'~{1CK \~RCfSS8WP,U~, <:i I:-~""
~' III .@ ------5'"'\-"..-------""i:'?,!;fV':,=- ~ -~~~,,- 11-'~----:H ----~-' --"""'9-~-......,#~JJ.LL-~..4-___--i-!~ ~ ~ ' /I' I JT" -\ IN ;:
~ \MJ2J = Mail Box I : . 1<..-_ 'l""",.c (.;2-,4" v ' ..'!':~lI'!:;r"'64 l"'''~~:'('~ .;-" '-f I" -)JO,~l_Ct'~ _ l' .1,;1 .:r.~'o' 0""4" ~" ,-- -,.,' "5 ,,-{ --- ~c:::-c; "'"',!P' ".,~:~/ ~ i">:D1, --~i-;-:-~-'-"-- ,/ ,f \ '\\
~ ----------- -----------------------------------------,----7'~__,~"?==- ~--.-&"-__v:7----."..f------..,.....Ji..-,,,....'-......I--~~==,=-=- "---""",,,....-....4!::;:;:-,::~~.,---I.?7-----_l.,~-.....,',,\e"""~- '" ~/ _G____~~~~'---____'""'~- LL / ,,' ___.l.:-""'h"";r,o 1"0 i / / \, ,
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gOR,fA GRATE ihlLfT c'--L-r'l -~ ~. Illa..,~>t\ ,",:r:~i CO-~'iC- (
GRATE EL ~ 3,29 I.............. I 0 'Y~. F--~- _ 'I
IE SSE ,~ 1,09', 12"~MP I ~ ir"\<6" I ,'1-;/, ---0,5 CONe. Cl...R8
l><:--.'l.l~ I; .................... ",)~<bl \!',o I '01 l.4;, II __~oR.'\o1 ,MANHQI,f.
COVERED .--..--.......J.. ;.~- II..........." ~. I "1"" , .----------- RIM El '"': ~;.42, "
CONC 1-"';;", H ~............ ,," 1 1 _____----- IE W '~ (- 'L.17,' 24. f
(BUS STOP) ,';;'1 -. }o A"PHALT ~ I li<' I I _----- IE E = {-)2,17. 24 F
STORM GRATE...lillJl.,~_ Ix.' *r ~.........-f"i-- '
GRAK EL = 3.42' -------i::d-- G, I :;: ____ 1 "~
iE E = 0,94'1 12:C~AP ~ Ii I >J@",,"iX"
IE W = 0.98, 12 CMP ,...,-- 'l:i WV! u I ..~_._._.__.._. '"
;';jTORM MANH~~E --- <i. .l\ ,,!i, IX1 I 9,; 15 I IE IV = (- ):2,24, 24 'RCF
RiM EL '" 4.07 ,t..)< ';,.?( I e,:O (,)
IE N '" (-)1.24', 24"RCP ,'0 _____/, , ,!-,? CROSS WALK SIGNAl..: ,q;, g . '{ I -r---3' SEA WALL _ C:UBlL!tJ1!;L__
iE S '" 0.42', 12"CMP l-<')<- (21'0, ~~'\ VoATH CONe BASE -:"~6"'~ ~.6*-:,9i ' I ,...,----:- RII~ EL ~ 3.83'
IE E = (~)1"98', 24"RCP !b><--...Js.y ",,::>'0 ~>~r~'\~ I J-.-.---"'-'-';<> IE E = (-(66', 15"P
IE W '" 0.77', 12"CMP lo<~ ~ fo6 ~~ II '0>;,,,:>. 'r ----::11 y'" IE S '= (-J1.6S', 15"[;
":.,"f><t>~, II ASPHALT "!>~1.;. bt><~6:O'<> ~ t
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THE SIGNATURE Of THE QUAUTY
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997-250
SANDPEARL RESORT
CONDITIONS
PARCEL
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
3030 Storkey Blvd, New Port Richey FL 34655
Tel: (727) 849-7588 - Fox: (727) 848-3648
EPN
CBR DEVELOPMENT I, LLC
2201 4TH STREET NORTH
ST. PETERSBURG, FLORIDA 33704
(727) 823-0022 FAX (727) 821-2007
53
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FLORIDA DESIGN CONSUL T ANTS, INC.
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Tel: (727) 849-7588 - Fox: (727) 848-3648
CBR DEVELOPMENT I, LLC
2201 4TH STREET NORTH
ST. PETERSBURG, FLORIDA 33704
TEL (727) 823-0022 FAX (727) 821-2007
SANDPEARL RESORT
CONDITIONS
PARCEL
E.B. No. 7421
EXISTING
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Maple Tree
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@ = Dead Tree
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WPS = Water Line Paint Stripe
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Gas Valve
Gas Meter Box
Gas Line Paint Stripe
Grate Inlet
GTE Manhole
GTE Pedestal
GTE Marker
Guy Wire
Light Pole
fM.'Sj = Mail Box
REVISION'$
JOB NO.
997 -250
EPN
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APP'D 9/28/04 OF
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SHEET DESCRIPTION.
3030 Starkey Blvd, New Port Richey FL 34655
Tel: (727) 849-7588 - Fox: (727) 848-3648
CBR DEVELOPMENT I, LLC
2201 4TH STREET NORTH
ST. PETERSBURG, FLORIDA 33704
TEL (727) 823-0022 FAX (727) 821-2007
SANDPEARL RESORT
V ALET PARKING STUDY
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS. ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
~ 11118/04
Octavia Cabrera '
E.B. No. 7421
NO. DATE
ADDED PER CITY OF CLEARWATER
REVlS10NS
JOB NO.
997 -250
EPM
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TOTAL AREA=
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5' 20' EXISTING
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PREPARED FOR:
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
3030 Starkey Blvd, New Porl Richey FL 34655
Tel: (727) 849-7588 - F ale: (727) 848-3648
E.B. No. 7421
- -
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CBR DEVELOPMENT I, LLC
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ST. PETERSBURG, FLORIDA 33704
TEL (727) 823-0022 FAX (727) 821-2007
SANDPEARL RESORT
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ROCKAWAY
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ST
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ENGINEERS, ENVIRONMENTALISTS, SURVEYORS a PLANNERS
3030 Starkey Blvd, New Port Richey FL 34655
Tel: (727) 849-7588 - Fox: (727) 848-3648
E.B. No. 7421
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CONDOMINIUM$~~,~~~RKING LEVEL 1
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BEACH PARK
PH 15, PG 80
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MANDALA Y BEACH
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CPB 125, PG 37
* USE MIRRORS TO AID MOTORIST
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LOT 72
CLEARWA TER
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FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS. ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS
3030 Starkey Blvd, New Port Richey FL 34655
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Tel: (727) 849-7588 - Fax: (727) 848-3648
CBR DEVELOPMENT I, LLC
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Coastal Control Construction Line
NO.
DATE
BLOCK 1 LOT 1
LEGAL DESCRIPllON:
PARCEL 1:
PART OF TRACT A OF A RE-SUBDIVISION OF BLOCK 10 AND I I. AND LOTS 2 TO 15.
INCLUSIVE. BLOCK 9. OF THE REVISED MAP OF CLEARWATER BEACH. AS RECORDED IN PLAT
BOOK 19, PAGE 96, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. DESCRIBED
AS FOllOWS:
BEGIN AT THE SOUTHEAST CORNER OF THE SAID TRACT A AS SHOWN AS 3,68 ACRES, TO THE
POINT OF BEGINNING, BEING A POINT AT THE INTERSECTION OF THE NORTH LINE OF
BAYMONT STREET, AS SAID BAYMONT STREET IS SHOWN ON SAID RE-SUBDIVISION OF BLOCK
10 AND I I, AND LOTS 2 TO 15. INCLUSIVE. BLOCK 9. OF THE REVISED MAP OF
CLEARWATER BEACH. WITH THE WESTERLY LINE OF MANDALAY ROAD, AND RUN THESE
N20045'OO''E, 182.23 FEET; THENCE NOlo44'00"E, 110.51 FEET TO THE CENTERLINE OF
AMBLER STREET. SAID AMBLER STREET IS SHOWN AND DEDICATED AS A PUBLIC STREET IN
THE REVISED MAP OF CLEARWATER BEACH, AS RECORDED IN PLAT BOOK I I. PAGE 5, OF THE
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE WEST ALONG THE CENTERLINE OF
SAID AMBLER STREET 420.00 FEET. MORE OR LESS. TO THE WATER OF THE GULF OF
MEXICO; THENCE IN A SOUTHERLY DIRECTION ON A MEANDERING LINE ALONG THE WATERS OF
THE GULF OF MEXICO, 321.00 FEET, MORE OR LESS, TO THE CENTERLINE OF SAID BAYMONT
STREET; THENCE EAST 385.00 FEET, MORE OR LESS, ALONG SAID CENTERLINE OF BAYMONT
STREET TO A POINT 40.00 FEET SOUTH OF THE POINT OF BEGINNING; THENCE NORTH 40.00
FEET TO THE POINT OF BEGINNING.
PARCEL 2:
THE NORTH 20.00 FEET OF VACATED AMBLER STREET LYING WEST OF THE EAST LINE OF LOT
9, PROJECTED SOUTH A SHOWN ON THE PLAT OF MILLER'S REPLAT, AS RECORDED IN PLAT
BOOK 26, PAGE 17, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
PARCEL 3:
LOT I AND 10 AND THE SOUTH 80.00 FEET OF LOT 9 OF MILLER'S REPLAT, AS RECORDED
IN PLAT BOOK 26, PAGE 17. OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
[SHOWN AS (L) ON THE MAP OF SURVEY]
TOGEll-IER W1ll-1:
The lands lying West of the Easterly Right-Of-Way I ine of Gulf Drive, os shown
on the Plot of CLEARWATER BEACH, os recorded in Plot Book 5, page 2 of the
Publ ic Records of Pinel las County. Florida, lying East of the Mean High Water
Line of the Gulf of Mexico, lying North of the Westerly extension of the South
line of the North 20.00 feet of Ambler Street. os shown on said Plot of
CLEARWATER BEACH and the Plat of REVISED MAP OF CLEARWATER BEACH, os recorded in
Plot Book II, page 5 of the Public Records of Pinellas County, Florida, and
lying South of the Westerly extension of the North I ine of Lot I, MILLER'S
REPLAT, as recorded in Plat Book 26, page 17 of the Publ ic Records of Pinel las
County, Florida.
ALL BEING MORE PARTICULARLY DESCRIBED AS:
A parcel of land being a portion of Tract A. "A RE-SUB OF BLOCKS 10-11 AND LOTS
2 TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF CLEARWATER BEACH", os recorded in
Plat Book 19, page 96 of the Public Records of Pinellas County, Florida,
together with Lot I, Lot 10 and the South 80.00 feet of Lot 9, "MILLER'S
REPLAT" , os recorded in Plot Book 26, page 17 of the Publ ic Records of Pinel las
County. Florida. together with 0 portion of vacated Right-Of-way of Ambler
Street, according to said "MILLER'S REPLAT", together with a portion of vacated
Right-Of-way of Gulf Drive. according to "CLEARWATER BEACH", os recorded in Plot
Book 5. page 2 of the Public Records of Pinellas County, Florida. together with
o portion of Sections 5 and 8, Township 29 South, Range 15 East, Pinellas
County. Florida, being more particularly described os follows:
BEGIN at the Southeast corner of Tract A. "A RE-SUB OF BLOCKS 10-1 I AND LOTS 2
TO IS INCL. BLOCK 9 OF THE REVISED MAP OF CLEARWATER BEACH", as recorded in Plat
Book 19, page 96 of the Public Records of Pinel las County, Florida; thence
N2I037'34"E, along the East I ine of said Tract A. some being the West
Right-Of-Way I ine of Mandalay Avenue, according to said "A RE-SUB OF BLOCKS
10-1 I AND LOTS 2 TO IS INCL. BLOCK 9 OF THE REVISED MAP OF CLEARWATER BEACH".
for 182.33 feet: thence continue along said East line of Tract A. some being
said West Right-Of-Way I ine of Mandalay Avenue, N02041'34"E. for I 10.50 feet to
the point of intersection with the South Right-of-Way line of Ambler Street.
according to "MILLER'S REPLAT". as recorded in Plat Book 26, page 17 of the
Public Records of Pinellas County, Florida; thence N89006'59"W, along said South
Right-Of-Way I ine of Ambler Street, for 160.00 feet to the point of intersection
with the Southerly extension of the East I ine of Lot 9. said "MILLER'S REPLAT";
thence N02041'34"E, along said Southerly extension of the East I ine of Lot 9.
and said East I ine of Lot 9. respectively. for 100.05 feet to the point of
intersection with the North I ine of the South 80,00 feet of said Lot 9; thence
N89006'S9"W, along said North I ine of the South 80.00 feet of Lot 9, for 60.00
feet to the point of intersection with the West I ine of said Lot 9; thence
N02041'34"E, along soid West I ine of Lot 9, for 6.96 feet to the Northwest
corner of said Lot 9: thence N89006'59"W, along the North I ine of Lot 10. said
"MILLER'S REPLAT", the North line of Lot I. said "MILLER'S REPLAT". and the
Westerly extension of said North I ine of Lot I, respectively, for 571.41 feet to
the point of intersection with elevation 0.62 feet, North American Vertical
Datum of 1988 (NAVD 1988), some being the point of intersection with the Mean
High Water Line of the Gulf of Mexico; thence the fol lowing nine (9) courses
along said elevation 0.62 feet, North Americon Vertical Datum of 1988 (NAVD
1988), some being said Mean High Water Line of the Gulf of Mexico; (I) thence
S04059'06"W. for 40.89 feet; (2) thence S05043'50"W, for 51.84 feet; (3) thence
S05052'49"W. for SI.04 feet; (4) thence SOso35'41"W, for 49.79 feet; (S) thence
S07036'31"W. for 47.28 feet; (6) thence S060II'33"W, for 49.96 feet; (7) thence
S09002'38"W. for SI.S4 feet; (8) thence SOsoS3'20"W, for 49.11 feet; (9) thence
S08023'S6"W, for 42.98 feet to the point of intersection with the Westerly
extension of the centerline of Baymont Street. according to said "A RE-SUB OF
BLOCKS 10-1 I AND LOTS 2 TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF CLEARWATER
BEACH"; thence leaving elevation 0.62 feet, North American Vertical Datum of
1988 (NAVD 1988). S89026'04"E, along said Westerly extension of the centerline
of Baymont Street and said centerl ine of Baymont Street, respectively, for
763,42 feet; thence leaving said centerl ine of Baymont Street. N00033'S6"E, for
40.00 feet to the POINT OF BEGINNING.
Containing 320,797 square feet or 7.364 acres, more or less.
Error of closure: O,009S feet (LCS)
[SHOWN AS (LI) ON THE MAP OF SURVEY]
BLOCK 2 LOT 1
LEGAL DESCRIPllON:
LOTS I THROUGH 13 AND LOTS 49 THROUGH 56. CLEARWATER BEACH PARK, AS RECORDED IN
PLAT BOOK 10. PAGE 42 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
TOGETHER W1ll-1:
LOTS 43 THROUGH 48. LOTS 65 THROUGH 71. AND THE SOUTH 14.7S FEET OF LOT 64.
CLEARWATER BEACH PARK, AS RECORDED IN PLAT BOOK 10, PAGE 42 OF THE PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA.
TOGETHER W1ll-1:
THAT PORTION OF BEACH DRIVE (F.K.A. GULF BOULEVARD) RIGHT-OF-WAY (TO BE VACATED
WITH THIS PLAT) LYING SOUTH OF THE BAYMONT STREET RIGHT-OF-WAY AND NORTH OF
SAN MARCO STREET RIGHT-OF-WAY.
JOB NO,
997-250
EPN
53
F.B. 8 PG.
8
SHT.
DATE.
9/28/04
OF
15
REVISJQNS
. ,;'~
APP'D
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I' ~ ~ O""rland Orolnage Row OIrecUon i . !/;,.fJ~ /'!I ~/~ . \ \. ~ ,~" ~ ~ ., I 1f _ 'i .,~~~~u 15.50 1~~U~~ ~~~ DIP x. '\'.~!~f~f"i'~ c\ ~,~,-- ~~==4.~~-' I J;./~ I
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, uw !;, ; 7 ~ ' '; I '7.. "If!>.~ .J} ~"\ I \\ 1 I !.... c::J 8 I L.fJ r, I ,:,~ I.- I "\ Ill. ~'1 x 4.15 IE 24"=0.50 ,eN) #'
:- + ~.o == Proposed Spot Elevation 0 ,., 1 I I W ". n", \ \'y ~ ~ , I i- _ J) {f 1 '/j ~ I ... Ij ~, REMOVE 6X~SflNG !lc
ii , '1 == Existing spot Elevation J \ \ Ii , I '~~~':~.' \} L:!l I/j I 1 !- ~; _" ~ "" I IL ~ j, 12" STORM / ;11 /
~ x J "", II 1 ~:_~ I'~'T W " 7\ -....:.... C~:WLRI 28 LF 18" RCP I 01
== Existing Tree To Be Removed ~
.
Ii . == Drainage Basin Boundary < " i /'1 ~ ~ / I, x 16 sri ':J: ":O::l' I W ~~ ,,~' f' v I I ;, , /
., ~ ~ ~ ~ '" J \ 11 / / '\. t; . , 0 l()Z -<C' ,c:: ~' ' f ' I . 1/
f; ;;; ft ~." I \ 8.5 ,; '" 1; ::J ~ -I /;11,.1 -RIEMOVE EXISTING I I fii /
" P d B 'Id' F otpnnt {, " ' , I ~ ~ ' I' ., / '0.. j, I G: ~ ~ 11 ,I j " c.,
$ = ropose UI Ing 0 . .Ii ~' .,' .' II , _ ~ / _)....... ,d I' , 15,30 ~ (5' 15,30 ,;Jj, /, INLET I is f1 I
: '. - If j V A ~ 9~ I ~ - I 0::: <C,' I <t .) i , ~/
. P I II ~8 ~ If =".. ., "~ t r 'II'- .-:r-,......:.--:; r/ , ->:"- 1 , ~ ~~ ~,). ,.' '" / /,
: ~""' ! :?:;;- ll\-'~ ) '~ Ii 5l& '> l ~ !. I = "~ ~g;;, ,,1/,>-<,), I H;:n; 71",,- [}] / .! /f I
.. i -I f:':; i' mill N: if' ~ ~"A" =~ _J' _ ;J ,/ i,' /7 " 'L J ~ ~ l,-:tlLJ .#._ CURB INLET I ,(5 ~/; /
A fJ ~I'~ Ii \. I. '1' ~I t:I~\, 1"\ .D 12-- r'J!" / '~ 22 IF ~ . Jf EP=15,20 / ~! /~
}' j .:~ ~ ~:~ ~ liil I JI '\.\ ~ - ~ j/g:;, ~I l" \, ~ - ~ ,- OJ &.JO - _' :-" , /G/ 15.30 15" RcPj . '., ::.;; . ~; 1".1&'~'1.50 (~.lll CONSTRUCT CURB
;! ALL STORM PIPE TO BE CONSTRUClED TO CITY OF ~ i '" # '" Ii ll.-J> ~ /. I' \...l~ ;~"""'j , rdl. 7lJ. - ij / U\ 15.4O~, / .91% / x= I~'II -;:;~ 'd:-.. IS ."......... x 425 / ~ Ii 7 INLET
!. CLEARWATER STANDARDS. : ,~'? ~i ~ ,llrv ~ ~~ """~' . ri:18.~ ':..POJ I "6}-t:.,/;;';},8'" r'8 I; - _I: ~:Il?--45 [J~ f ~ '" lW..!-"':\, )0A / ' ~......... -........ ",/,0 / ~~~~~~.20 (W)
, , ~I ;;j if I II!! //1 -/ ... \ ~~, '! L.", bd , I""' ~ ~ x ~ 15.' \~;.; ~ / '.............../, , /
J '!!' ~ , "i I /' , ) ".",. '\ .L ~ ",;: ~ J I ' 'Y ,5," I1i .. i.J'r" 1 ~ . '" ~ I:? I
i ~i: i II I ~~~... l f01 ~ \ \..1 I 1/ Lr- I ~ - _~ w';!f:/ ,5,50' !lIC/!; '''I / /!J!0~/ LOT 1
· D MHW '" ,: 0 " II) ~ ~ --~, ~ """ , r ..J I~ 6 ~ ' U N 1" S I ;;:/ Ii tll Q 1 I ! /
: R 1\1 l I I!i \~ ,~ N 'Jill STORM MH W/GRATE UD J ' '- l i, ~. :0:::@21"') ,'1 4~1~ l 'f3w ~ I J' /j I BELLE HARBOR
1 ;' 1 . Ii ,TI 1 I' , \.....~I RIM=~.50 ... I I :!"'135" ~ '01 0 "'-: Of ',j ;,;' ~ .Iz. 1/ / I: PB 125, PG 15
! '. 'i:i"~ O' - - IE ,8 =2.62 (S)(SEE " ~ I 'I.... '"'. " "".' .- I" /1
. ~ k....-- , ~ ~'~ k~ It b - l' . O)~. . JRl' 7 1 1 ~ "tl ' / /
i ~ 01 I If.; ~'....;:..- ~ /' ~ 6 r' ;7- ~ 7 ~ 5 ! 'p ~;;~I~"'" ~ X /+. '5>1/ ~'/t'l;) 8: :(6 'V;l39 j 1// " IT]
Ii ~ ~ 1\/11 I ~ --D'l ) c. .."j, ~ ~ 't'.v i '~02 ~ CURB INLET
" I : \ Ui 1 m: ~ ~ '. , 1 - ! . 1$831 L. ~~' r; EX CURB INi$~'3 II.?! I ~7~~~~.30 (E)
t; ; t, .~ ~~ 1. ~~-=.' 0:. c::3! ~ e~ Ji." - ,-1!5-7' :' I, ';" .AI--' . 60 i:;~:g.,74i~15") I ///~I IE 15"==6.50 (w)
. z ,If',i, II~'~ 6" ~-~ "\ \. I ~ It "I ,~~ , 4;;r, IJ'
" !' c .'/ i 'f/, . "'Yc(j , ~w '---!-L., 0' 57' 940 J f' "'r---....J/'. ,.-,.~ - -1//
' : '. p,,~ i1. of4it. ~,. CL 1 DHW.= 5.14. . 'c17'. ~'~o::::..b '.- -",-'-.' ~~-~ _., ) WI _--~--, r I
H ' '!~ ~~,~W[4'1 r1CSV@' \(,,~ --- \ '4 ----- !i.~l"'1J)?~.7lii~-r-4.:4.2'::"'_ c@........ r-:;'h i!:iiL'e', ....1,0 @' (c/" ,@5~--:;,'2 ''',":;J A.Jf<zlk3;)---1Xf"3'9 ,/8e If I--.-W.~, I
., J. ,Ii 5,";",' ". "~-- f"fn.;"'- .. _ ^ 0" ;;1,. ':.A ".I.....E:~~(- ~'''---~'::~~!F' ,," . =:l__.@-_o -=-":;.t;;~..i'!:1:' , W~:':"',.,.....4f~' ~'. -1:~-""",,T'::" _~;. / --..,6'"--'1'-\ flfrc.\f:
< ~ !l_ 1'-'7.. ., ~- \L~ 15 RCP ' [J'r" 04 7'''-'\.-:<' J "'l2S--J II -- ~'O;,..,., ~~~ / ", ,~W ?,44 p}Y/fT 8.07 "56.01 'n 10 ~X (~ ~__._""'~ It! , \ \\
MATCH LINE SEE SHEET 3 UNDER GROUND DRAINAGE VAULT BAYMONT ST. G~~~:g7 TRENCH DRAIN .; ,
WITH GRATE ACCESS TO FILTER SIDEWALK TO BAYMONT IE 18"=240 (N) . loctaYH:)~..C .a.9......r....~.f a
DRAIN (SEE DETAIL SHEET 13) (MEET ADA REQUIREMENTS) . :1'" ' " '.'
// " /-';
SHEET DESCRIPTION, {~;. ;!t~'<, " r-- 991-250
SANDPEARL RESORT . . f~~f:,,- "" 53
HORIZONTAL CONTROL/PAVING, { "':~""~i';~ :B,8PG.
GRADING, AND DRAINAGE PLAN & 11/18/04 REVISED PER CITY OF CLEARWATER COMMEN;~":~ :':,:'t:'
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PREP ARED FOR,
JOB NO.
TN
FLORIDA DESIGN CONSUL T ANTS, INC.
Il'" ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
3030 Starkey Blvd, New Port Richey FL 34655
Tel, (727) 849-7588 -- Fax, (727) 848-3648
TEL
DRAWN
CBR DEVELOPMENT I, LLC
2201 4TH STREET NORTH
ST. PETERSBURG, FLORIDA 33704
(727) 823-0022 FAX (727) 821-2007
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~ FLORIDA DESIGN CONSUL T ANTS, INC.
11'" ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
3030 Starkey Blvd, New Port Richey FL 34655
Tel. (727) 849-7588 - Fax: (727) 848-3648
E.B. No. 7421
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PHASE 1
MANDALAY BEACH
CLUB CONDOMINIUM
CPB 125, PG 37
PREPARED FOR.
TEL
CBR DEVELOPMENT I, LLC
2201 4TH STREET NORTH
ST. PETERSBURG, FLORIDA 33704
(727) 823-0022 FAX (727) 821-2007
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SHEET DESCRIPTION.
REMOVE AND REPLACE
EXISTING 18" PIPE WITH
58 LF 30" RCP @ 0.34%
SANDPEARL RESORT
HORIZONT AL CONTROL/P A VING,
GRADING, AND DRAINAGE PLAN
SOUTH PARCEL
BLOCK B
FIRST ADDITION
TO CLEARWATER
BEACH PARK
PB 15, PG 80
REMOVE EXISTING DRIVE AND
REPLACE CUR8 AND PAVEMENT
COORDINA TE W,TH CITY OF
CLEARWA TER REGARDING
PARKING METER INSTALLATION.
REMOVE EXISTING CURB
ADD PAVEMENT AND CONSTRUCT
23 LF CURB
23 LF 30" RCP @ 0.87%
EXISTING STORM MANHOLE TO BE
REPLACED
EXISTING STORM FORCE MAIN TO BE
REMOVED TO LIMITS OF ROAD
RECONSTRUCTION ASSOCI A TED WITH
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= Proposed Spot Elevation
= Existing Spot Elevation
;( -;
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~ ~ ~ -- = Drainage Basin Boundary
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ALL STORM PIPE TO BE CONSTRUCTED TO CITY OF
CLEARWATER STANDARDS
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GAS CONNECTION TO BE COORDINATED ~TI-!." I i j[Wl"" I~;; ~~ 1<. f 'I I
CLEARWA TER GAS ",OVI:R!':-, CONC j I Itm 11 i WPS /1/ I I
ABANDONMENT/REMOVAL OF GAS MAIN TO BE II ! j2~~! G .' \ I v I
COORDINATED WITH CLEARWATER GAS , I I "ll " (/)) ~II, I
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x %~RVlCE" TO R~~ (/) ;l-J l><~ 'l<~' ~ ":l':>"
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ASPHALT I ( '!>.
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.~ ,!ll;\f-------4.-eH\';I.'fW--'-!-'- '/
'8
:< EXISTING
I SANITARY SEWER
I TO REMAIN
LOT 4
MILLER'S REPLA T
PB 26, PG 17
CD
NO ACCESS
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x 4.15
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PLUGGING AND REMOVAL OF
EXISTING WATER SERVlCE(S)
INSERT" A"
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EXISTING MASTER PUMP STATION
SEE ARCHITECTS PLANS FOR
PROPOSED AL TERA TIONS.
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---------------------------------------
MATCH UNE SEE SHEET 12
SA YMONT ST.
FDC NOTE:
EACH FOC WILL HAVE A SIGN THAT STATES "NO PARKING FIRE
DEPARTMENT CONNECTION". THE SIGN MUST MEET THE FLORIDA
DEPARTMENT OF TRANSPORTATION (FOOT) STANDARDS. NOTE: THE
FOOT HAS ADOPTED THE FEDERAL HIGHWAY ADMINISTRATIONS
(FHWA) MANUAL ON UNIFORM TRAFAC CONTROL DEVICES (MUTCD).
THE SIGNATURE OF THE OUAUTY
CONTROL OFFICER IN THIS SPACE
INDICATES THAT ALL REQUIRED
PERMITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO COMMENCE.
JOB NO.
997-250
EPN
53 II
F.B. a PG.
SHT.
DATE. 15
APP'D 9/28/04
BY OF
PREPARED FOR:
SHEET DESCRIPTION:
SANDPEARL RESORT
UTILITY PLAN
NORTH PARCEL
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
CBR DEVELOPMENT I, LLC
2201 4TH STREET NORTH
ST. PETERSBURG, FLORIDA 33704
TEL (727) 823-0022 FAX (727) 821-2007
3030 Starkey Blvd. New Port Richey FL 34655
Tel: (727) 849-7588 - Fax: (727) 848-3648
&. 11/18/04
REVISED PER CITY OF CLEARWATER COMMENTS
E.B. No. 7421
NO, DATE
REVislDNS
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CITY OF CLEARWATER
r=
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II ! J EACH FOC WILL HAVE A SIGN THAT STATES "NO
iJ ! j PARKING FIRE DEPARTMENT CONNECTION". THE
I ! SIGN MUST MEET THE FLORIDA DEPARTMENT OF
! !i TRANSPORTATION (FOOT) STANDARDS. NOTE: THE
! !) FOOT HAS ADOPTED THE FEDERAL HIGHWAY
II I J ADMINISTRATIONS (FHWA) MANUAL ON UNIFORM
j I i I TRAFFIC CO~!TROL DEVICES (MUTCD).
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APPROXIMA TE LOCATION OF EXISTING
12" RECLAIMED WA lER MAIN
N
8
COORDINA TE RELOCATION AND/OR
REMOVAL OF OVERHEAD UTILITIES Wlll-I
ll-IEIR OWNERS. SERVICE TO REMAIN
UNINTERRUPTED TO ADJACENT USERS.
1. All MATERIALS AND CONSTRUCTION SHAll BE IN ACCORDANCE
WITH CITY OF ClEARWATER SEWER SYSTEM STANDARDS AND
SPECIFICATIONS AS WELL AS CONTRACT SPECIFICATIONS
2. NO DEBRIS SHAll BE ALLOWED TO ENTER THE EXISTING
SANITARY SYSTEM
3. THE CONTRACTOR SHALL PROVIDE All BRACING. SHEETING OR
SHORING NECESSARY TO CONSTRUCT AND PROTECT THE
EXCAVATION AGAINST COllAPSING. All CONSTRUCTION SHALL
ADHERE TO THE TRENCH SAFETY ACT REQUIREMENTS.
TRENCHES SHAll BE KEPT DRY WHILE PIPE IS BEING lAID.
DEWATERING SHALL BE PROVIDED WHERE NECESSARY.
4. PIPE WILL BE ON DRY. UNDISTURBED SOIL WET
UNSUITABLE MATERIAL WILL BE REPLACED WITH COMPACTED
SELECTED BACKFILL MATERIAL AS APPROVED BY THE SOILS
ENGINEER.
5. BACKFILL MATERIAL WILL BE SOLIDLY TAMPED AROUND THE
PIPES IN 6" LAYERS UP TO A lEVEl OF AT lEAST ONE FOOT
ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED. BACK-
FILL WILL BE COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM
DENSITY AS DETERMINED IN THE FIELD BY THE METHODS PRE-
SCRIBED IN AASHTO T -180 IN 12" LAYERS TO THE PROPOSED
PAVEMENT.
6. SANITARY SEWER SERVICE WILL BE SUPPLIED BY THE CITY OF
ClEARWATER
7. THE EXTERIOR AND INTERIOR OF ALL PRECAST MANHOLES SHAlL BE COATED
WITH AT lEAST 15 MILS DRY THICKNESS OF PROCO EP-214-351 EPOXI-MASTIC
AS MANUFACTURED BY PROTECTIVE COATINGS INC.
~
1. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE REQUIRED, THEY SHALL BE INSTALLED. COMPLETED, AND IN
SERVICE PRIOR TO BUILDING CONSTRUCTION, AS PER NFPA 241.
2. CONTRACTOR TO EXPOSE THE EXISTING SANITARY SEWER LATERAL AND CALL FLORIDA DESIGN CONSULTANTS TO VERIFY
, THE EXISTING ELEVATION, AND POINT OF CONNECTION, PRIOR TO CONSTRUCTION OF THE SANITARY SEWER SERVICE.
3. LOCATION OF EXISTING SANITARY LATERALS, EXISTING RECLAIMED WATER MAIN, EXISTING POTABLE WATER MAIN AND
EXISTING GAS MAIN PER CllY OF CLEARWATER UTIUlY ATLAS. CONTRACTOR TO VERIfY PRIOR TO CONSTRUCTION.
4. FOR LOCATION OF EXISTING RECLAIMED WATERLINE AND POINT OF CONNECTION. PLEASE REFER TO LANDSCAPE PLANS.
5. FOR LOCATION OF GAS SERVICE. PLEASE CONTACT CLEARWATER GAS.
1. All MATERIAlS AND CONSTRUCTION FOR THE FIRE PROTECTION SYSTEM AND
THE DOMESTIC WATER DISTRIBUTION SYSTEM SHAll BE IN ACCORDANCE WITH
THE CONTRACT SPECIFICATIONS AND CITY OF ClEARWATER SPECIFICATIONS.
2. WATER MAINS SHALL BE 30" (MIN) BELOW PROPOSED GRADE AT THE
WATER MAIN CENTER LINE.
3. ALL POLYVINYl CHLORIDE PIPE SHALL BE lAID WITH AN INSULATED 12 GAUGE
A.W.G. SOUD STRAND COPPER WIRE WOUND AROUND THE PIPE FORMING ONE
COMPlETE SPIRAL PER JOINT OF PIPE. THIS WIRE IS TO BE CONTINUOUS
WITH SPUCES MADE ONLY BY METHODS APPROVED BY THE ENGINEER. THIS
WIRE IS TO BE SECURED TO All VAlVES. TEES. AND ElBOWS. SEE ARTICLE
41.02(B)(2) PART "B" TECHNICAL SPECIFICATIONS. CITY OF ClEARWATER
CONTRACT SPECIFICATIONS AND STANDARDS.
4. MINIMUM SEPARATION BETWEEN WATER AND SANITARY SEWER AND STORM
SEWER LINES TO BE 1 O' HORIZONTAL AND 18" VERTICAL
5. POTABLE WATER SERVICE WILL BE SUPPUED BY THE CITY OF CLeARWATER.
6. SAMPLE TAPS SHAll BE PROVIDED AT 500 FT. INTERVAlS AlONG MAINS
AND AT All TEMPORARY BLOW OFF lOCATIONS.
7. lENGTHS ARE :t FROM CENTER OF FTmNG TO CENTER OF FITTING.
8. All FIRE LINE AFTER METERS AND DOUBLE DETECTOR CHECK ASSEMBLIES
TO BE RESTRAINED. DUCTILE IRON, ClASS 350 (200 psi).
9. THE CITY OF ClEARWATER. AT THE APPLICANT'S EXPENSE. WILL RELOCATE ANY /
All WATER METERS THAT HAVE TO BE RElOCATED AS PART OF THIS DEVELOPMENT.
10. ALL WATER/FIRE LINE EXTENSIONS TO CONFORM TO CITY STANDARDS.
11. THE CITY OF ClEARWATER WILL PROVIDE WATER TAP. SET THE METER AND A
B.F.P.D. (BACK flOW PREVENT OR DEVICE) IF APPLICABLE. APPLICANT IS
RESPONSIBLE FOR All ASSOCIATED FEES.
t;\;\
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LOT 61
I
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LOT 62-
I
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t PIC PFE (6- ND r) SAmARf SEWB1
PVC PIPE (SDR35) POLYVINYL CHLORIDE SEWER PIPE SHALL CONFORM TO ASTM 0-3034
SDR35 0-1784 (PVC COMPOUND). LATEST REVISION. OR AS OTHERWISE SPECIFIED. All
PVC SEWER PIPE SHALL BE CONSPICUOUSLY I.ABELED WITH THE MANUFACTURER'S NAME.
NOMiNAl PIPE SIZE. APPUCABLE MATERIAL CODE OR PVC CELL ClASSIFICATION. STANDARD
DIMENSION RATIO NUMBER. PRODUCT TYPE. STANDARD SPECIFICATION DESIGNATION.
PRODUCTIONS RECORD CODE AND NSF CERTIFICATION SEAl AND WILL BE COLOR CODED
GREEN. PIPE WILL BE A MAXIMUM 13' LAYING LENGTH. APPROVED PRODUCTS: J-M/BLUE
BRUTE. HBeW. E.T./. CERTAINTEED (W/INTEGRAL BELL). AQUA-TITE. NORTHSTAR. CANTEX.
VULCAN. DAVIS-DAVTITE.
2. PIC PFE a.ess THAN 4-) WATER DI8TRBJTJON
PVC PIPE LESS THAN 4" SHAlL BE MADE FROM ClEAN. NEW NSF APPROVED TYPE 1.
GRADE 1. PVC CONFORMING TO ASTM SPECIFICATIONS 01784 AND 02241 OR LATEST
REVISIONS THEREOF. AND BE SUITABLE FOR USE AT MAXIMUM HYDROSTATIC WORKING
PRESSURES OF 200 PSI AT 23 DEGREES C (73.4 DEGREES F). PIPE SHAll BE
FURNISHED IN STANDARD 20' LENGTHS WITH JOINTS BEING OF THE PUSH-oN INTEGRAl
BELL TYPE SUPPUED WITH GASKETS INSTAllED. PIPE SHAlL BE MARKED WITH THE NSF
MARK INDICATING ITS APPROVAL FOR POTABLE WATER. All PIPE SHAlL BE ClEAN AND
ENDS SHALL BE TARPED DURING SHIPMENT. APPROVED PRODUCTS: J-M. CERTAlNTEED
WITH INTEGRAL BEll. HEP. HBeW.
a PIC PFE (4- ND ABOVE) WATER DI8TRBJTJON
PVC PIPE (C900): PVC PIPE (4" AND LARGER) SHAll IN ACCORDANCE
WITH AWWA C900. WITH PUSH-ON INTEGRAL BELL JOINTS AND SUPPUED
IN STANDARD 20' LENGTHS. NO SOLVENT-CEMENT PIPE OR FTmNGS WILL
BE ACCEPTED. All 4" PIPE SHAlL BE PRESSURE ClASS 150 WITH A DR
OF 18. PVC PIPE S" AND ABOVE SHAll BE PRESSURE ClASS 150 WITH A
DR OF 18. PIPE SHAll BE MARKED AS DETAILED IN AWWA C900 AND BE
FURNISHED WITH AN AFFIDAVIT THAT IT COMPUES WITH THE REQUIREMENTS
OF AWWA C900. All PIPES INSIDE FIRE PROTECTION lOOP WITHIN
BUILDING PERIMETERS SHAll BE PRESSURE ClASS 200 WITH A DR OF 14.
All PIPE FURNISHED UNDER THIS SPECIFICATION WILL BE COLOR CODED
BLUE. All PIPE SHAlL BE ClEANED AND ENDS SHALL BE TARPED DURING
SHIPMENT. APPROVED PRODUCTS: J-M/BLUE BRUTE. HBeW. E. T./. CERTAlNTEEO
(W/INTEGRAl BELL). AQUATITE. NORTHSTAR CAN-TEX, VULCAN. DAVIS DAvnTE.
4. DUCTl.E IRON PUSH-ON PFE, CI...AS8 50 (e--12?, CLASS 51 (4-)
DUCTILE IRON PUSH-ON PIPE SHAll BE THICKNESS OF THE APPROPRIATE CI.ASS
AND SHAll CONFORM TO AWWA C151-76 AND AWWA C111-79. OR LASTEST
REVISION THEREOF. PIPE SHAlL BE FURNISHED IN NORMAL 18' LAYING LENGn.lS
WITH All JOINT MATERIAL INCLUDING GASKETS AND LUBRICANTS. PIPE SHALL
BE UNED WITH A STANDARD THICKNESS CEMENT UNING AND SHAlL. CONFORM
TO AWWA C104-80. APPROVED PRODUCTS: CLOW, AMERICAN CAST lRON-FASTITE,
US PIPE Be FOUNDRY. McWANE -MON. GRIFFIN.
BLOCK B
FIRST ADDITION
TO CLEAFWA TER
BEACH PARK
PB 15, PG 80
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1. SANITARY SEWERS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 12 INCHES 6mEEN THE BOITOM OF THE UPPER
PIPE AND THE OUTSIDE BELL/TOP OF THE LOWER PIPE WHENEVER POSSIBLE. SANITARY SEWERS CROSSING OVER WATER MAINS SHALL SE LAI,9 to I?-ROV1DE A MINiMUM
VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE BELL/BorrOM Of THE UPPER PIPE AND THE TOP OF THE LOWER PIPE WHEREVeR POSSIau;.
2. WHERE SANITARY SEWERS CROSS A WATER MAIN WITH LESS THAN THE REQUIRED VERTICAL DISTANCE, 60TH THE SEWER AND THE WATER MAIN SHALL BE
CONSTRUCTED ~ OF CLASS 54 DUCTILE IRON PIPE (DIP) AT THE CROSSING. SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MlNJMUM SEPARATION OF
10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEE.T OF THE CROSSING MUST BE LEAK FREE, AND MECHANJCALlV RESTRAINED.
A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING.
3. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING
(PIPES CENTERED ON THE CROSSING).
4. WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE. THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE CROSSING SMALL SE ARRANGED TO MEET THE
REQUIREMENTS ABOVE.
5. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BElWEEN ANY lYPE OF SEWER AND WATER MAIN IN PARALLEL INSTAUATIONS WHENEVER
POSSIBLE.
6. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN 10-FOOT HORIZONTAL SEPARATION. THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN
UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18
INCHES ABOVE THE TOP OF THE SEWER.
7. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP (IF
AVAILABLE IN THE SIZE PROPOSED) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE
WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS).
8. ALL DIP SHALL BE CLASS 54 OR HIGHER. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED.
9. A MINIMUM COVER OF 30" (2.5') SHALL BE MAINTAINED BETWEEN THE TOP OF ALL WATER MAINS AND THE PROPOSED GROUND (lYPICAL).
EXISTING FHA
(TO REMAIN)
LOT 72
CLEARWA TER
BEACH PARK
PB 10, PG 42
JDJ.IIIM2lEI
1. ABOVE-GROUND AND UNODi-GROUND UTIUTlES ARE IN THE
AREA OF THIS PROJECT. PROCEED WITH CAUTION - CALl
"SUNSHINE" AND THE UTIUlY OWNER(S) 2 DAYS IN ADVANCE
auORE BEGINNING WORK 1-800-432-4770.
o 15
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6" GATE VALVE
6"x6"x4" TEE
4" 90. BEND
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4" METER
6" DCVA
4" DOMESTIC
6" FIRE LINE
6" FIRE LINE
INSERT "A"
1"=10'
Octavio Cabrera
DESIGNED
THE SIGNATURE OF THE QUAUTY
CONTROl.. OFFICER IN THIS SPACE
INDICATES THAT ALL REOUIRED
PERMITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO COMMENCE.
JOB NO.
997 -250
EPN
53 12
F.B. 8 PG.
SHT.
DATE. 15
9/28/04 OF
PREPARED FOR:
SHEET DESCRIPTION:
SANDPEARL RESORT
UTILITY PLAN
SOUTH PARCEL
TN
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS S PLANNERS
CBR DEVELOPMENT I, LLC
2201 4TH STREET NORTH
ST. PETERSBURG. FLORIDA 33704
(727) 823-0022 FAX (727) 821-2007
DRAWN
JS
CHECKED
3030 Starkey Blvd, New Port Richey FL 34655
Tel: (727) 849-7588 - Fox: (727) 848-3648
TEL
&:. 11/18/04
E.B. No. 7421
NO.
DATE
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COARSE AGGREGATE
(#57 STONE)
(WASHED)
COARSE AGGREGATE
(#57 STONE)
(WASHED)
DESIGNED
THE SIGNATURE OF THE OUAUTY
CONTROL OFFICER IN THIS SPACE
INDICATES THAT ALL REQUIRED
PERMITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO COMMENCE.
TN
DRAWN
JS
CHECKED
EM
FILTER MEDIA TO BE WASHED SIUCA SAND PER "FDOT
ROAD AND BRIDGE SPECIFICATIONS" (902-4).
UNIFORMITY COEFF. OF 1.5 OR GREATER, AND 10%
DIAMETER EFFECTIVE GRAIN SZE OF .20 TO ,55 MM. NO
UMEROCK IN ANY PORTION OF FlL TERDRAIN ASSEMBLY
FILTERDRAIN DETAIL FOR VAULT
1. = 2'
,
~
INSIDE TOP OF ..,..
VAULT ELEV=5.39-
fB\
\1]J
FLORIDA DESIGN CONSUL T ANTS, INC.
11'" ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
3030 Starkey Blvd, New Port Richey FL 34655
Tel: (727) 849-7588 - Fox: (727) 848-3648
E.B. No. 7421
PREPARED FOR:
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I
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vv
.1
C.O.~
15" RCP
67.2'
RESORT WEST VAULT DETAIL
1. = 10'
INSIDE TOP OF L
VAULT ELEV=5.39 - r--
10'
~
C::klloJlloJll-k'
WEIR
~
I
/://):1
.1 -~ ~r-
"t hJ A.
t ~AJ ~\W
I--
+ VAULT EL~2.62
-,...
I.. T
8'
OCS 200
~>
~
l
~
15" RCP
~
"-'.......
~~
PRE-SUMP MH
v
SEDIMENT TRAP
(PRE-SUMP) MH
......
O!,
Ii
SEDIMENT TRAP
(PRE-SUMP)
BOT EL=(-)1.38
oes 200 DETAIL
1. - 4'
HOR: 1. = 4'
VER: 1. = 2'
fC'\
\1]J
ACCESS GRATE EL=S.70
=____."",.;''';."'''~'l'_=_,=..~'''~~~~~~=
,..,_,_..J.~.s?S ~~~ TE E~~~:?.Q~~.~
2'
TOP OF FILTER DRAIN
1\...1'1
;'i.l {-dJ. ::H:;!J .~ "I~
~ ~ FILfE'RB: J>, 3;
~~~~~3
6" PVC PIPE
T'\.....:H0 ~~ "'P'-r'L':k~h
~?j.R}.C u"Prl.{J 1:
,.....,
I WEIR ELEV=4.50 I
...!::.- _ INSIDE TOP OF
VAUL T ELEV=5.39
_ - SKIMMER BOT:::4.00
OCS BOT
Z EL~1.62
o
VAULT EL=2,62
~>
15"
RCP
L 15"
PVC
6"
'- PVC
oes 200 DETAIL
VER: 1. = 2'
fD\
\1]J
VER: 1. = 2'
TEL
OCS 200 DETAIL
HOR: 1. .- 4'
4'-6"
UMITS OF 30 MIL PVC
1'-3"
2'-0"
1'-3"
" I .u:
DHW25=5.14 \I
EL~4.50 \I'I~' ~" r~ f~l~t~~: ;: 0:"
EL~2.62 ;stL~J~TDIA @ 5' 0 C -<y ~ ~ ~ ~III ~ ?l,), 30 MIL PVC
I \ .. h... Mri~ ~;q~;j.?<,:::~~:::l~;~~'~~;~2; .' 'A "
;':'. ':.:',': ;: . .' .:~,' . .;1; '::, ':lo~ ~ ~ ~1;if~;S:;:':~':~~i5~,: '.~"t; ~ ~D:~t~:~G~~~'~5L ';:fN~R
',' .' .', . ,.... . '., ':., ~ .,o.vl;::~0~;R~~6T:i{t~? , 0 ',' ~ PERFORATED UNDERDRAIN
I~ '.)>- 'rl...t9i-, .;"o",_~.:,:-,; ',: ;"N'.,'I." EL 1 52 rIo..
FILTER FABRIC ----r:1J.. ." :1. ,:,;:~~'",::S;i'7.:t:~':.':. :' ' .~ . : ~; ",:: ',.. =. V
COARSE AGGREGATE ';"'." :.. .'. .. :,....<,,', .",,:$., ',~.>.;';' .:~ COARSE AGGREGATE
(#57 STONE) (#57 STONE)
(WASHED) (WASHED)
FILTER MEDIA TO BE WASHED SIUCA SAND PER "FDOT
ROAD AND BRIDGE SPECIFICATIONS" (902-4).
UNIFORMITY COEFF. OF 1.5 OR GREATER. AND 10%
DIAMETER EFFECTIVE GRAIN SZE OF ,20 TO .55 MM. NO
L1MEROCK IN ANY PORTION OF FIL TERDRAIN ASSEMBLY
FILTERDRAIN DETAIL FOR VAULT
1. - 2'
SHEET DESCRIPTION:
CBR DEVELOPMENT I, LLC
2201 4TH STREET NORTH
ST. PETERSBURG, FLORIDA 33704
(727) 823-0022 FAX (727) 821-2007
1-
,-- - SKIMMER BOT=4,OO
VAULT EL=2,52
- OCS BOT =1.62
@
SANDPEARL
PAVING, GRADING, AND
- ... _ INSIDE TOP OF
VAULT ELEV=5.39
...
RESORT
DRAINAGE
DET AILS
/ DCS 300
12' ..
STEPS
-
30" RcP)-d
A
l'
A
\W
A
V
~I
WEIR ELEV=5.50
,-- 30"
'/ RCP
OCS BO~)EL=1.62
oes 300 DETAIL
HOR: 1. = 4'
VER: 1. = 2'
DHW25=5,97
EL=5.50
!
TREATMENT
VOLUME
EL~2.621
'. ~... . ~& '" ..t, . . ...
.,
. 1'i ...... i
COARSE AGGREGATE
(#57 STONE)
(WASHED)
.& 11/18/04
93
27' FILTER
-!'-
O!.
p
c.o.J
CONDO VAULT DETAIL
1. - '0'
12'
~. .-- 1
WEIR I~
FI'.(/.?'l//'/' y///, /:~~;%'$h:T T
I. 10' .1 I
~>-,...
~~~
~~~~
~~~
6" PVC PIPE
-!'-
O!.
OCS 300
-'-
~>
~
~~
30" RCP
oes 300 DETAIL
," = 4'
A
V
I
- TOP ELEV=5.97
I-- - SKIMMER BOT=5.00
N
-.,J
- TOP ELEV=5.97
1-
I-- - SKIMMER BOT=5.00
TOP OF FILTER DRAIN
~~_,?. , i'
~ '"rl:
l:C ''''rL . .... "
6" PVC PIPE
.1"~ )'1-1. n"t ~'A:$."l)
I}:!o ''''r'~rrt<fnfl
6"
PVC
30"
RCP
n
(0)
- OCS BOT =1.62
HOR: 1. = 4'
oes 300 DETAIL
VER: 1" = 2'
!...~"[~' '.
..J71l.. '1: .
( " .' 30 MIL PVC
~:.: ~' 6" PERFORATED P.V.C. PIPE OR ADS
>- ,: t..-- CORRUGATED POL YTHENE PERFORATED
~ ': UNDERDRAIN(W/SOCK))
< '.
~ EL 1.62 rIo..
~.
4'-S"
UMITS OF 30 MIL PVC :. ,
1'-3"
, . '4
1'-3"
30 MIL PVC
6" PERFORATED P.V,C. PIPE OR
,: .,'.',.. '."".. ::..~,'.<; ~........ J~ \~~~FILTER ~:..;'t..-- ~~~Fg~~~g~~gE~g~~ENE
" ~ .' ;;~;.M,s9JA-.'..
i<' dA. ;:'."f;g;..o;.;.''':::'; EL -1.62 ...I..
FILTER FABRIC ____ '. _ '.. :.' ,.:. .... ,,' . '., ",",' ',......... '. " ' -.:T
.<t' ~ 4 ~~_. :. e.: ..... '_,": .,''':' i'~~':~ ...'.'.~ A I
~ :.<Z,' ',.'~ .....J..' ......:. ' I~' ~.~ '."! .', q:A .... ..:",:: .,~. ,,'~ ~"..
HOR: 1" = 4'
2'-0"
o.
f
~...
K.. .:
.;:X ;..
,,)"V-1 . '
;a- ~.~':
<, .
'J!; ".
.. <I.
'. '-.. R <q.
..l:....
w
.- ....:
. ", " ~
..'. .>is
COARSE AGGREGATE
(#57 STONE)
(WASHED)
FILTER MEDIA TO BE WASHED SILICA SAND PER "FOOT
ROAD AND BRIDGE SPECIFICATIONS" (902-4).
UNIFORMITY COEFF. OF 1.5 OR GREATER, AND 10%
DIAMETER EFFECTIVE GRAIN SZE OF .20 TO .55 MM. NO
UMEROCK IN ANY PORTION OF FIL TERDRAIN ASSEMBLY
FILTERDRAIN DETAIL FOR VAULT
'" 2'
r\.""" A f'a9!~ .I
/~. 'f9'~KJ\r~;'/.
I.~~
, .. ,~, 'Rtl'lQ:/k4~63.,
ji "...,~;_i ,\( '.
,. ,'" ".','
.,,~:-
..--..
NO, DATE
REVISED PER CITY OF CLEARWATER COMMENTS
REVISIONS,
"
.',
0.1. ""
.... };.
JOB NO.
997 -250
EPN
53
F.B, 8 PG,
APP'D
BY
DATE.
9/28/04 OF
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DESIGNED
TN
DRAWN
JS
CHECKED
EM
POST OPTIONS:
WOOD 2 i" MIN<&
WOOD 2"x4"
OAK H"x1t"
STEEL 1.33 LBS/FT MIN
6' MAX
/OPTlONAL POST POSITION
;i. -.20. + _
()
F
a:::
I.LJ
>
PRINCIPLE POST
PATTERN (CANT-
ED 20 DEGREES
TOWARDS FLOW)
I.
-I
FILTER FABRIC
w
0:::
o
~
00
/ FILTER FABRIC (IN
CONFORMANCE WITH
SEC. 985 FDOT SPEC.)
-,/
o
I-
SILT FLOW
~
0:::
o
lO
t') _.-
"-
N ix>
--
ELEVA TlON
SECTION
SILT ~CE DETAIL
NTS
NOTE: ALL EROSION CONTROL MUST BE INSTALLED PRIOR
TO ISSUANCE OF BUILDING PERMIT.
BROOM FINISH 1\ V
~. ~~'>!'.'o.~
~ O. ,0. ...
r BROOM
FINISH
.
Q.
,.
. 4'..
o
,A. '.:1 :.: . ~ 4'
.",
4' . <II
Z. '.
~'"
~ .: '"
4' ".'.6
~; . ,'oil.' $I....,
<1J . 4 .
':ll. . ".
.. .. ., gl.
/'~'." -
'" ..
... .
4 "'.dot ,4
. ',dd" . <4
'"
....<1J~~ 0'44
.' ....;.
. ..
:.t . "
STRUCK JOINT DETAIL
N.T.S.
STRUCK JOINT
N.T.S.
1/2" x 4"
BITUMINOUS STRIP
JOINT DETAIL
N.T.S.
EXPANSION JOINT DETAIL
N.T.S.
~o(\
.....'t
~o(\
~
~
. ~\o.'
,:>1 bi
. ~o.'
,:>1 bi
.....t.
~o(\
.....t.
~(\
NlJTE. Conc:rete to be 3,000 psi
-1
t
-1
/
-L
r- 2' I'lln
r- 2-1/2' I'lln
.
C\J
.......
.....
I
C\J
1
.
C\J
.......
. .....
C\J ~
~. (il ,-1
L .!~
I- 7-3/4' -I;:::J
.
C\J
.......
.....
I
L · ,
I~
I- 7-1/2' -I
#3 BClr
TyplC:ClI
#3 BClr
TyplC:Cll
TYPE A
TYPE C
WI-EB.. STOPS
REt*ORCED CONCJE1E
N.T.s. em If' aEARWAlER lIB NO. 1211
THE SIGNATURE OF THE QUAUTY
CONTROL OFFICER IN THIS SPACE
INDICATES THAT ALL REQUIRED
PERMITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO COMMENCE.
PREPARED FOR:
f1
FLORIDA DESIGN CONSUL T ANTS, INC.
~ ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
3030 Starkey Blvd, New Port Richey FL 34655
Tel, (727) 849-7588 - Fox: (727) 848-3648
~
E.B. No. 7421
~ !<.....vJ
_-<-'iF'.... ~('~>i><i~~.... cP3' Transition
~1iI" . '\< (f' v
'il~ ....'5~ ~~
~1 ~\)4' .......-:
vt
~
e
~ '
]
~
~~~S1:~SR::a;r~.
..... --
~ I Bock of Curb
J Non-Slip surface require-
ments, see Note 8.
8
t
Property / R.O.W. Line
"l Cone. Sidewalk
I
PLAN VIEW
Remove Curb if Existing
Exist Cone Drive
l
t4"
1 /2" Exp.
Max Slope ~ 1" l 1" ~ Max Slope
-----....J ~.. . :.., -"'c':) A.... . . <, ..... .' ..~
JOint/' :~:,;.;.~....j:':::'~:1 f:;..;,;.:.:..:.t~:-:..:.::;. ~1/2" Exp. Joint
TYPICAL DRIVEWAY CROSS SECTION
E.o
0""
.... ::J
oo-()
cxoo-
.- 0 0
~~ a.
. . 0
I') C'H-
J
It
If Min Residential Street l' City R/W
5' Min Arterial Street 2' County R/W
1/4" per Foot
.
Remove Bock of Curb on State or Vertical Curbs with a vertical Sow cut
or Remove entire Curb and Replace os Part of Sidewalk Romp.
Modified and Volley Gutter Curbs
join exist bock of curb
<,,~ Max Slope ~T~:t~~~~. ~~~~ce r.!.:.;~:,:fj..::..
. r::.~/~. ',_.'. ..... .J,............ .'.1" . ....
r:'!:.:.;". :.~I')' . Remove to on
. '-...... 1/2" Expansion Joint even joint or saweut
III
SECTION A-A
NOlES:
1. Provide Tooled Joints At Distances Matching lbe Width.
Also Place Expansion Joints At DrIveways.
2. If Some Phyalcol Obstruction Extm Which Prevents
The Placing Of Sidewalkl As Shown. ContQ.Gt The
Engineering Division F Ot' Alternate L.ocotioft.
3. Wooden And other Spacers WIll Not eo Permitted
In Sidewalks Or DrIveways.
4. No Coatings Of Any KInd WllI Be Permitted On Concrete SIdewalks Or
Driveways Without Specific Approval Of The City Engineer.
5. All Concrete ShaD Be 3000 pal MIn. 0 28 Days.
6. Concrete Surface to be Ught Broom F"m1sh.
7. Concrete DrIveway Constructlon shaD be 6" thIck w 6x6/10x10 W,W.F..
t..~: ..~:: It: (~,. .~...':. ~ ....~. . "!":" r; ..1
Back of Curb
:5000 psi Conc 4- Thick. Constr.
6" Thick at Driveways with
6x6 110 WeJded Wire Mesh.
See Note 7.
SECTION B-B
a. Ramps Shall Have 0 ToctDe Surface. Textured to a
Depth Not Exceeding 1/8" by use of Tamp Ot' roller
In Conformance with Requirements of FOOT
Roadway and Troffic DesIgn StandardS, DetaD 304
Or Moat Recont Modlflcotlona.
TYPICAL SIDEWALK CONSTRUCTION & RAMP DETAIl~
NTS CITY OF CLEARWATER INDEX NO. 109
WHITE BORDER
& SYMBOL
BLUE BACKGROUND
1 "-0" t
.v~
1.# Ul
.
-
I"
~ Ol
.
STANDARD PRE-PAINTED
DISABLED PARKING SIGN
ON , /8" THICK SHEET
ALUMINUM
BlACK BORDER
& LEITERS
WHITE BACKGROUND
PARKING BY
DISABLED
PERMIT
ONLY
Ul
.
BlACK BORDER
& LEITERS
WHITE BACKGROUND
$255 FINE
F.S. 318.14
Ol
.
ALL LETTERS
'" SERIES "C"
Z '-01
~ '"
VlO
. .
...
L"...
IA\U\I, 'W IT 'tHlI\l/_ \
.7.:.::.~.'.:- C1".1 1.i1:1" .'";>>.:>~ti~,: ;
j!:.to. ...... 00.0 00 .".':1'.: .:".!'.....,,:
;;3...:.'),.':Ir....:.~. <tI I h'" ...':. :..")r.... :-
;,':Ir:~.::!-..........: '.1 I . ."":",- '"
lill-III ~:A I'~: -II r~1 1 I -8"X2'-6" CONCRETE MASS.
_ . '4 I ,.'4 - FINISH TOP OF MASS LEVEL
- .'. _ ~ WITH A SUGHT RAISED WASH
-111== ..., I.. tzT II " APPROXIMATELY 1/2" ABOVE
- . ...1 I.. :..:o,r-..-.I ~ LEVEL OF TURF/SOD,
~') I~'
:.; L....J ;;
.,'
- 2" HOT DIPPED GALVANIZED
STANDARD WEIGHT STEEL PIPE
CJ>
.
',4 .
i
t
8"
TYPICAL ~ SIGN DETAL
N.T.s. Q1Y Cf auRlAlEI IIlEllIG. 118
CBR DEVELOPMENT I, LLC
2201 4TH STREET NORTH
ST. PETERSBURG, FLORIDA 33704
TEL (727) 823-0022 FAX (727) 821-2007
NOTE:
All pavement markings to be thermoplastic.
rHANDlCN'PEDSIGN
./ SEE NlEX NO. 1111
CQNC. WAI.J( IWIP DOWN CONe. WAlJt
& INiiEi'No. 109
V.:ta=:\OUE I r..-..........
~f 1/ ~1 S1RlPE (T'I'PICAL)
~~ ~ ~
i! .'l:' r- 1RAFFIC WHlrellj'
~ l. it1
~I~~ f9 i~ E::h:
~ :....!-li..':..'J:. b ~.\L~~l, ~ .
,~~ . ~ll~
,it., I
,~ ~~ 80' /
~I'~ ~'rJ
4';;\ 5'-cr ~,.
Iii) ilili'
~~ ~1f;'
:l~ ,:
I] ~~f
-- I ~
I ,,-.- ,. ::-'~I H j
TYPICAL SN3l.E HANJCAPPED STALL
N.T.5. Q1Y If' au.RlAlER IIlEll NO. 118
SHEET DESCRIPTION,
l
k'
""'~.
~'Inlsh To Existing Surfo.ce \Jith
PC III AsphCll tic Conc:rete
-16' ~ -16' ~
.'/ /~r/~///./////~Vlng
. . \ . .~ Or;;:l .~::;~o.l. t'o.~
,~ XA"~ ,_ -
I 'I I
~ 12' - - 12' ~
oMpo.cteol BOose - Thickness of Origino.l + 2'
MiniMUM Thickness 8'
NOTES
COMpo.cteol
Bo.ckf'ill
""-- Unollsturbeol
Trench SloIe
1 Trench bOockfllleol In 9' cOl'lpOocteol
lOoyers. Density tOoken every 300 ft.
2 BOose l'lOoy be replOoceol with AsphOoltlc
Concrete with prior OopprovOol of
City Engineer.
3 On longltuollnOol InstOollOo tlon requiring
resurfOoclng full wlolth of pOoveMent,
finish bOose to MOotch existing pOoveMent
surfo.ce o.nd prlP'le. Then resurfo.ce o.s
dlrecteol by the City Engineer.
."
, ~
~
STREET REPLACEMENT FOR UTILITY AND DRAINAGE CUTS
N.T.S.
3
;1
(2
: /. .. <3
<3 . .
~ 4),/' .
'. "'^ .-' ^ '. ^"',j:"", . ,",..,
. '.- ~"::~~' :::.:' ':: :..' ~. :::", /.....:..~. .":::~ '.'~::,:.~
~ I Fl1"fI~rrEm!!llT
:MJ~lfl "ffillilfl "111'1 lIT
TI-:t--rr::::::tl1:--:II.':-:Jl1::::iTT=
W~
EARTI-I
PORTLAND CEMENT CONC. PAVEMENT
1. GENERAL
RIGID PAVEMENT CONSISTS OF CONSTRUCTING A SPECIFIED
PORTLAND CEMENT CONCRETE PA~NG ON A PREPARED
SUBGRADE. TI-lE UTILITIES AND OTHER ITEMS IN AND BENEATH
TI-lE STREET MUST BE PROPERLY COORDINATED WlTI-I TI-lE
CONSTRUCTION OF RIGID PAVEMENT TO AVOID CONFLICTS.
TI-lE WORK TO BE DONE SHALL INCLUDE THE FURNISHING OF
ALL SUPER~SION, LABOR, MATERIALS, EQUIPMENT AND
INCIDENTAL NECESSARY FOR TI-lE PROPOSED RIGID
PAVEMENT CONSTRUCTION IN ACCORDANCE WlTI-I TI-lE
APPROVED DRAWINGS AND SPECIFICATION.
1.
2.
6" - 3000 PSI CONCRETE W/6X6 W/2.1X2.1 WWF.
12" STABILIZED SUBBASE TO MIN LBR OF 40 &
COMP ACTED TO 95% MAX DRY DENSITY (ASTM D1557)
TO BE PLACED IN 2-6" LIFTS.
1/4" PREMOLDED EXPANSION JOINT STRIP - "ZIP-STRIP"
@ 20'-0" O.C. MAX.
2. CONCRETE STRENGTI-I REQUIRED:
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3,000 (PCI) PSI AT 28 DAYS. CONFORMANCE
TO STRENGTI-I REQUIREMENTS SHALL BE DETERMINED BY
ACI STANDARD 318. LATEST EDITION. SECTIONS 4.8.2.3 AND
4.8.3.
3.
CONCRETE PAVEMENT DETAL
NTS
Octavio Cabrera
. ~-Hi:~;/
:/~)~~L
d' ~, ."':: if./' ....,., ,,,.~.
:-- 0,:", ' ,
JOB NO.
997-250
SANDPEARL RESORT
53
F,B, a PG.
PAVING,
EPN
.' ! ,. '., k--c::.:o.):~
.;
GRADING, AND DRAINAGE
,'.. f" r<
DET AILS
.
RE~SED PER CITY OF CLEARWATER COMMENTS
DATE.
9/28/04 OF
. ,
,
it 11/18/04
NO. DATE
\\;
REVISIONS
APP'D
BY
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NOTES.
1. 'JATER MAINS TO BE ON NORTH or EAST SIDE OF R.O.'J., APPROX. 4 FT. BACK OF CURB
UNLESS OTHER'JISE 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 CONSIST ANT 'JITHIN THE SUBDIVISION. DRIVE'JAYS
SHALL NOT BE BUILT OVER METERS.
3. ALL LINES SHALL BE CHLORINATED a.nol PRESSURE TESTED (TEST FOR ONE HOUR @ 150 P.S.I.)
UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE
TESTING a.nol CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES.
4. TEN FT. SEPARATION REQUIRED BET'JEEN PARALLEL 'JATER 8. SANITARY SE'JER LINES.
5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4' PVC MAINS. SADDLE IS
REQUIRED FOR 2' SERVICE CONNECTIONS TO 6' a.nol LARGER PVC MAINS. LARGEST SERVICE
CONNECTION TO A 4' MAIN IS 1 112' a.nol LARGEST TO ANY MAIN IS 2'.
6. MINIMUM DISTANCE BET'JEEN SERVICE TAPS TO BE NOT LESS THAN 36'.
Threa.deel Corpora. tion
MUELLER H15008
or a.pproved equo.l
(Ta.p a.t 450 AngLe)
Stop
Sa.delle if Required
See Note 5
..... ~
~ ~~
~""
Sa.delle sha.ll ha. ve double I :x:
sta.inless steel stra.ps ~'~.J
with epoxy coa. teel _ X7
ductile iron body.
..
Pick Hole 7 ~
1-1/4' 1 t7 7
T
5/8'
Min. 4 Required
\
,
RING - HALF PLAN
..
C\J
!...
D
36'
~23'~
21'
Mo.chinecl Surfa.c:
1/1
'1'1 I I r
/~ ~'"
..
'"
"
-;t
,
(")
I
......
l
l
t
"
fJ'
!...
D
""'"
" "
t
RING - SECTION
MinimUM W'eight ]I 232 lbs.
9' 278 lbs.
NOTES
1. 'Where roa.clwa.y ba.se Is 8' or thicker use 9' ring}
a.ll other ca.ses 7' ring Is perMissible.
2. Ma.nuf'a.cturers Moclel of' storM ring a.nol cover to
be a.pprovecl by City Engineer.
THE FOLLO'JING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS!
1. BEND - INLET AND OUTLET
2. TEE - OUTLET BRANCH
3. OFFSETS - I~ET AND OUTLET
4. CAPS ,
5. PLUGS
6. LAST T'JO(2) JOINTS ON A DEAD END RUN (rlln. 36')
7. LAST T'JO(2) JOINTS ON A HYDRANT RUNOUT (Min. 36')
~L-1~
Mego.lug Restro.lner <Typ.)
'Wa. ter Service Tubing
Driscopipe 5100 or Enelot/Ya.rolley
Blue Jet} SDR 9) 3408 Polyethylene
'Wa. ter Ma.in.
WATER ~ SERVICE CCHECTION DETAL
NTS CITY Of CLEARWATER INDEX NO. 401
THE FOLLO'JING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS.
1. BEND - INLET AND OUTLET
2. TEE - OUTLET BRANCH
3. OFFSETS - INLET AND OUTLET
4. CAPS
5. PLUGS
6. LAST T'JO(2) JOINTS ON A DEAD END RUN (Min. 36')
7. LAST T'JO(2) JOINTS ON A HYDRANT RUNOUT (Min. 36')
~L-1~
Thrust Restro.int <Typ.)
lro. .
:\
<:y
Restro.ining Go.sket (TY~
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft.)
NOM.
PIPE
SIZE 11.25
4 3
6 4
8 4
10 5
12 6
16 6
ELBO'JS (cleg.)
22.50 45 90
5 8 12
6 10 15
7 13 20
9 15 25
10 17 29
13 26 63
NOTE. THRUST RESTRAINT ON SLIP JIlINT DUCTILE IRON PIPE
SHALL BE U.S. PIPE FIELD LOCK GASKETS FOR TYTON JOINT
PIPE or AMERICAN FAST-GRIP GASKETS FOR AMERICAN
F ASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS
SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS
AND MECHANICAL JOINT FITTINGS.
VALVE
TEES
9
11
14
18
21
70
DUCTLE AON PFE RESTRANr
NTS CITY Of CLEARWATER INDEX NO. 40.3
DESIGNED
THE SIGNATURE OF THE QUAUTY
CONTROL OFFICER IN THIS SPACE
INDICATES THAT ALL REQUIRED
PERMITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO COMMENCE.
,
~
, ) FLq~!~1. 2~~!~t!AL~l?,'tu~~~:!~~!:~h!NC.
3030 Starkey Blvd. New Port Richey FL 34655
Tel, (727) 849- 7588 - Fax, (727) 848-3648
CBR DEVELOPMENT I, LLC
2201 4TH STREET NORTH
ST, PETERSBURG, FLORIDA 33704
TEL (727) 823.0022 FAX (727) 821.2007
TN
DRAWN
JS
CHECKED
EM
II .
:\
<:y
-.
Ebbo. 1500 Series (TYP'~
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft.)
,/\
Required -
00000
0000000
SANITARY
0000000
bLS EWE R 0
0000000
00000
Non Skid
Pa.ttern
Requirecl
SOLID COVER
..
-;t"
,C\J
7!...
I" 22-3/4' ..I...... 0
~~
Ma.chineol Surfa.ce
SOLID COVER SECTION
MiniMUM 'Weight 128 lbs.
AoIjusta.ble ______
V a.l ve Box ------...
VI
c
d
::E:
~
o
C tj-
:::E ~
01
" >
\D 0
U
tj-
N 0
..c
.p
0-
01
t='l
\Jhen Va.lve Occurs
in Roo.oIwa.y) set Bo.se J. \
on lO-COI"IMOn Brick. ~ I
~. I...T
II!! ~
Iii IiIi
J '" ~\Ja.ter Mo.in
Mech. Joint Vc.lve "'- .
Restro.lnlng Joint
~
TYPICAL VA,,-VE SETTtG CROSS-SECTlON
NTS CITY Of CLEARWATER INDEX NO. 402
NOM.
PIPE
SIZE
4
6
8
10
12
ELBD'JS (des.)
NOTE. THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE
BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT
BET'JEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500
RESTRAINERS.
11.25 22.50 45
3 5 8
4 6 10
4 7 13
5 9 15
6 10 17
90
12
15
20
25
29
VALVE
TEES
9
11
14
18
21
PVC PPE RESTRANT
NTS CITY OF CLEARWATER INDEX NO. 40.3
Connecting Piece w/iintegro.lly ~
Co.st Mech. Joint Glomol on ~
one Enol- D.L Roto. ta.kole Mec~
Joint Gla.nol on Othe'r Enol, ~
..
Fire Hyolro.nt AsseMbly
(Typ.>
ILength V o.ries
(See Note D
....
Va.lve o.ncl Hyolro.nt Tee
wiD.!. Roto. to.ble Melch. Joi
Gla.nol on Pla.ln Enol Bra.nch.
-
( @ ) .
tfi3.
Mech. Joint
Vo.lve
.
.
..
"'- \Ja. ter Mo.in
NOTES.
1. On Hyclra.nts Requiring Runout
Lo.st Two Jolnlts Must Be Restro.lnec:l
Per Deta.ll 403 (2 of 2).
PLAN YEW
NTS
PREPARED FOR:
E.B. No. 7421
011
~
3:
'-
!...
t" I.
...
*
P4f
.
~'
l
Restra.ined ~
T a.ppecl Plug
Concrete
Thick x
q~~ -
2' Bo.ll V a.l v/
Hose Bibb ------- ~
3/4' Ga.l va.nizeJ
2' Ga.l va.nize~
11
( rIL.. -II nr __
~ ~\ II~
~
=-
.:::--,.1
..,
2' Corpora. tion
~: ~ (~)
~ m
""="
I'
~
END CONNECTION
TOP CONNECTION
"J'EW8ORARY BLOWOFF AN) SMFlE TAP
NTS CITY Of CLEARWATER INDEX NO. 408
~O:~lU9
Pa.cI 4'
1'-6' Sq. P1
J-U
BendA!
6' or 8'- 1/8
~ I
Plug
(See Note)
Sewer Ma.ln J
NOTEI Cleo.nout plug to be
U.S. Foundry 7621
or equa.l.
ST~ARD a.EAN our DETAL (SANTARY)
NTS CITY Of CLEARWATER INDEX NO. .304
Ma.x. 15' - Min. 4'
C
:f
"
\D
I
(\J
*
i
(~i ~Q
,.,..-
NOTES: I
1. Steo.l"ler Connection to Fa.ce Street.
2. All Fire Hyolro.nts to ha.ve 5 114' Vo.lve Seo.t.
3. Fire Hyclro.nts Sho.ll be Plo.ceol a. t Street Corners
or in the R,O.\J. AoIjo.cent to Siole Lot Lines
\Jhenever Possible.
4, See Sheet 3 for Typica.l Connections 8. Fittings.
lit.
TYPICAL FA: HYDRANT AS8eIII.. Y
NTS CITY Of CLEARWATER INDEX NO. 402
Box
i
~
i
/ Mech. Joint Vol ve
.
"'- Restro.ining Joint
SHEET DESCRIPTION:
-I
Ba.ck of Curio
or
EoIge of Pa.vel"lent
ONL Y APPROVED
Kennecly Guo.rclio.n No. K -81A
Muller Centurio.n No. A-423
U.S. Pipe Metropollta.n
(Typ.>
W'a. ter Ma.in
,
SANDPEARL RESORT
UTILITY DET AILS
NO,
J......
.r.....
EXISTING PAVEMEW-I']{';; ,:'<'~~.~ '. ~"<(.<V'(VF
~ . ~
EXISTING ROAD BASE ~ ~
NOTE: ~ ~
--- ~ :~
1. TRENCHES LOCATED UNDER PAVEMENT ~ .~
SHALL BE COMPACTED TO 100% OF ~ ~
MAXIMUN DENSITY BY A.A,S.H.T.O. T -99. ~~ ' . r>~ f
METHOD C. ~ l:(~
~~, ~
2. TRENCHES NOT LOCATED UNDER PAVEMENT ~<(~ ,~12- ABOVE
SHALL BE COMPACTED TO A FIRMNESS '{(; ~, PIPE
EQUAL TO THAT OF THE SOIL ADJACENT ~ ~1 COMPACT IN
TO THE TRENCH. ~ ~ l6~ LAYERS
3. REPLACEMENT OF PAVED SURFACES SHALL ~ '. .~... . '.,', .:'~~d
BE MADE IN ACCORDANCE TO APPUCABLE ""'/11 ~', ~~
LOCAL REGULATIONS. f;;f.; ',{f WATER n.'. ~
~~ \' MAIN" ~
~ :: COMPACT IN
~~"""" .....',' .'. ,..,..',. ~ 3- LAYERS
I~~:r~~ -L
1 - PIPE 12-
DIA.
EXISTING GRADE
1
COMPACT IN
12- LAYERS
TRENCH BACKFlJ. DETAL
NTS
Stop Less Check
MUELLER H14350 with Lock W'ing a.ncl
COMpression inlet or a.pproved equa.l
Threa.olecl Corpora. tion Stop
MUELLER H15008
or a.pproved equa.l
( TAP AT 450 ANGLE )
1\
~
a...
..'
Sa.oldle requirecl on 4-
4' PVC l .- ~::~~
. . , on y . ..:....).
VJ, " ':.
Sa.ololle sha.ll ha. ve olouble I 'X'
sta.inless steel stra.ps ~'" '~.t
with epoxy coo. ted ___ ~
ductile iron booly.
\ IJa.ter
Service Tubing
Driscopipe 5100 or
Enolot/Ya.rdley Blue Jet)
SDR 9) 3408 Polyethylene
W'a. ter Ma.in
at.ORt.JATION TAP
NTS CITY Of CLEARWATER INDEX NO. 408
I I WM
~~I
TEE ~ ~ ~
lJ..
~~
GY ----.......
BACK FLOW PREVENTOR ~ ~
DEVICE AS REQUIRED BY
CITY STANDARD DETAilS
~..
GY~"'"
TYPICAL FIRF liNE
THE CONTRACTOR IS TO INSTALL A DUCTILE IRON (DIP)
FIRE LINE TO THE LOCATION OF THE BACK FLOW ASSEMBLY.
CllY CODE REQUIRES THE INSTALLATION OF ONE JOINT OF
DUCTilE IRON PIPE (DIP) ON THE SERVICE SIDE. THE
CONTRACTOR IS TO COORDINATE THIS INSTALLATION WITH
CllY PERSONNEL. SEE PLANS FOR FIRE LINE SIZE.
SANTARY DROP MANiOLE
NTS CITY Of CLEARWATER INDEX NO. .302
'v
~
~ .,,--0..,,'
i~ ~
J~
-TII
IL.i.l1L.&
1('fIr-
i
lS' Min. I
24' Mo.x. . ~
i Dista.nce Vo.ries I rVa.lve
~ "L rEL REFERS TO THIS POINT i /
.,~~ n~ '~~ ! F
I
I
~
i
I
I
~ ~ )
Resta.iner Plug ./'
Per Deta.il No, 403
",.
'9Ii~
.A
?{<< ~ .
;(-
Eclipse No. 85-B~ - Li
Blow-Off Assy.
Including Locka.ble
Ca.st Iron Box
~2' Bro.ss
'l:: ,
r~ t ..I
2' Bra.ss
-
.J
IJA
~90.
Bend
iii"
BLOWOFF DETAL
CITY Of CLEARWATER INDEX NO. 404
NTS
,
, q~jO"Caib~,.A'
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<',' . .,;'.~. .....v':~, 0
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:
,
DATE.
9/28/04 OF
JOB NO,
997-250
EPN
53
F.B. 8 PG.
,,\\,~
, . ., ....-"
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APP'D
BY
REVISIONS
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BAYMONT ST.
1\ A
BA YMONT ST.
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GENERAL SUBMITTAL NOTES:
I. SEE ENGINEERS PLANS FOR DRAINAGE,
RETENTION, AND TREE DEMOLITION PLANS,
2. SEE ARCI-lITECTS PLANS FOR ALL COVERED
PARKING SPACES AND PARKING REQUIREMENTS,
3, SEE ENGINEERS PLANS FOR TREE INVENTORY.
4. SEE ENGINEERS PLANS FOR PREVIOUS
SURFACE CALCULATIONS,
5. SEE LANDSCAPE NOTES FOR ANY LANDSCAPE
AREA CALCULATIONS,
f>. A 2' I-lORIZONT AL CLEAR SPACE SHALL BE
MAINTAINED ADJACENT TO ALL PUBLIC
SI DEHALKS.
7. PLANTING LOCATED WITI-lIN SITE TRIANGLES
SJ-lALL NOT EXCEED 30" IN I-lEIGI-lT FROM TI-lE
PAVEMENT.
DEMOLITION NOTES:
& REMOVE EXISTING CURB AND SID&lALK.
h\ REMOVE EXISTING PORTE COCI-1ERE ACCESSWAi,
% REMOVE (5) PARKING SPACES AND TI-lEIR
~ PARKING METERS,
& REMOVE ACCESSVeJAi PAVING,
STREETSCAPE IMPROVEMENT/ADDITION NOTES:
CD ADD NEW CURB FOR BUS DROP-OFF AREA.
f2\ ADD FLUSI-l CURB AT SIDEWALK FOR BUS DROP
\61 OFF AREA
f3\ ADD [;1 SID&!ALK USING CITY SI-lELL PAVING
\:::!J MATERIAL
f4'\ ADD SPECIMEN PALMS AT STREETSCAPE
\::V fRONTAGE,
@ ADD 51 SIDEHALK USING CIT'( SI-lELL PAVING
MATERIAL.
f7\ ADD DOUBLE-HEADED PEDESTRIAN
6 STREETLlGtJTS PER CITi STREETSCAPE PLANS.
r::j\ ADD LANDSCAPE AND IRRIGATION ALONG
~ STREETSCAPE FRONTAGE
@ ADD NEH PAVERS AT ACCESSVeJAi.
RECEIVED
NOV 1 9 200~
PLANNING DEPARTMENT
CITY OF CLEARWATER
1303
Site Concepts International. Inc.
Jefferson Street, Suite 10DS Napa. Co,
(707) 226-7483
r1.I~l
0' 10' 20'
SCALE 1.,20'-0.
40'
NORTH
94559
REVISIONS
NO. REMARKS
PRINTED
DATE REMABKS
10/21/04 100% SCI-JEM, DESIG;-N
11/18/04 REVISIONS ,1)\
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GENERAL SUBMITTAL NOTES:
I. SEE ENGINEERS PLANS FOR DRAINAGE,
RETENTION, AND TREE DEMOLITION PLANS,
2. SEE ARCHITECTS PLANS FOR ALL COVERED
PARKING SPACES AND PARKING REQUIREMENTS,
3. SEE ENGINEERS PLANS FOR TREE INVENTORY.
4. SEE ENGINEERS PLANS FOR PREVIOUS
SURFACE CALCULATIONS,
5. SEE LANDSCAPE NOTES FOR ANY LANDSCAPE
AREA CALCULATIONS,
fl. A 2' HORIZONTAL CLEAR SPACE SHALL BE
MAINTAINED ADJACENT TO ALL PUBLIC
SI DENALK5.
7. PLANTlt~G LOCATED NITHIN SITE TRIANGLES
Sl-JALL NOT EXCEED 3011 IN HEIGHT FROM THE
PAVEr1ENT.
DEMOLITION NOTES:
& REMOVE CURB AND VEHICULAR PAVERS FOR
CONDOMINIUM BUILDING
l::... REMOVE EXISTING 51 51DENALK, (2) 5ABAL
W PALMS AND SHRUBS/ AND CURB FOR ACCESS
TO CONDOMINIUM PARKING
b.. REMOVE PARKING METER AND LOSE (3)
ill PARKING SPACES FOR ACCESS TO CONDO
PARKING
Ii-- REMOVE VEHICULAR PAVERS, CURB} AND
& LANDSCAPE/IRRIGATION iN ISLANDS
& REMOVE EXISTING CURB
/:.,
ill REMOVE EXISTING CONCRETE SIDEWALK
& REMOVE EXISTING ACCESSNAY PAVING.
STRI;ETSCAPE IMPROVEMENT IADDITION NOTES:
CD ADD NEW CURB AND 51 SIDEWALK.
ADD NEW CURB, LANDSCAPE IRRIGATION, AND
@ PAVERS AT ACCESS TO CONDOMINIUM PARKING.
ADD NEW CURB AND CREATE (3) PARKING
SPACES.
t;\ ADD 121 SIDENALK} (2) 5ABAL PALMS, AND
\2.; LANDSCAPE TO MATCH EXISTING STREETSCAPE.
ADD DOUBLE HEADED PARKING METER,
@
@
ADD ADDITIONAL PARKING METER TO EXISTING
METER LOCATION.
ADD SPECIMEN PALMS AT STREETSCAPE
FRONTAGE.
r:'\ ADD DOUBLE-HEADED PEDESTRIAN
',,,, I
~ STREETLlC-JiT PER CITY STREETSCAPE PLANS,
(j)
@
ADD NEW PAVERS AT ACCESSNAY
ADD NEH LANDSCAPE AND IRRIGATION ALONG
STREETSCAPE FRONTAGE.
ADD VEHICULAR PAVERS IN CUL-DE-SACj
@ PAVERS TO MATCH EXISTING PAVERS AT SAN
MARCO STREET.
1303
Site Concepts International, Inc.
Jefferson Street, Suite 10D8 Napa, Co,
(707) 226-7483
n...JI
O' 10' 20' 40'
SCALE 1-,,20'-0.
o
NORTH
-1
'-~-r~==~~'~""--"~-~'-]-'-~~-'~~-~
94559
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REVISIONS
NO. REMARKS
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PRINTED
DA IE FE~....RK8
10/21/04 100,1; SCHEM. DE51GrN
ii/Ie!04 REVISIONS /;\
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GENERAl." ;;.UBMITT AL NOTES:
I. SEE ENGINEERS PLANS fOR DRAINAGE,
RETENTIONI AND TREE DEMOLITION PLANS,
2. SEE ARO.IITECTS PLANS fOR ALL WVERED
PARKING SPACES AND PARKING REQUIREMENTS.
3. SEE ENGINEERS PLANS FOR TREE INVENTORY.
4, SEE ENGINEEf;?,5 PLANS FOR PREVIOUS
SURFACE CALCULATiONS.
5, SEE LANDSCAPE NOTES FOR ANY LANDSCAPE
AREA CALCULATIONS.
TRE:[_L~C:.ND
@ = Australian Pine Tree
:8 = Banana Tre6
€ = Banyan Tr;;e
e = Boy Tree
@ = Black Cherry
@ = Bottle Brush Tree
@ = Bougainvillea Tree
e = Brazilian Pepper
@ = Bush
@> = Cactus
@> = Camphor Tree
@ = Cedar Tree
@ = Citrus Tree
@ = Cherry Laurel Tree
@ = China Berry Tree
@ = Cypress Tree
@ = Dead Tree
@ = Ear Tree
@ = Evergreen Tree
@I = Eucalyptus Tree
S = Hickory Tree
B = Holly Tree
@ = Jacaranda Tree
@ = Loquat Tree
(@ = Ligustrum Tree
@ = Magnolia Tree
@l = Maple Tree
e = Mimosa Tree
@ = Mullberry Tree
8 = Myrtle Tree
€l = Oak Tree
@ = Oleander Bush
t8l = Palm Tree
@ = Pine Tree
6) = Punk Tree
@ = Schefflara Tree
@ = Sea Grape Tree
@) = Sweet Gum Tree
€I = Sycamore Tree
0= Unknown Tree TWe
@ = Willow Tree
Clearvvater Beach Resort Tree Removal Schedule
Hotel Portion of Property:
Large Trees
(Oak, Banyan, Sweet Gum)
Caliper inches removed:
85
Accent Trees
(Ligustrum, Holly, Bottle Brushl Mimosa)
Caliper inches removed:
39
Evergreens and Pines
(pine, Evergreens)
Caliper inches removed:
Paim Trees
Caliper inches removed:
15
211
Total Caliper inches removed:
350
Site Concepts International, Inc.
1303 Jefferson Street. Suite 10DS Napa, Ca.
(707) 226-7483
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NO, REMARKS
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11/1B/04 REVISICN5 &
94559
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GENERAL SUBMITTAL NOTES:
l. SEE ENGINEERS PLANS fOR DRAINAGE,
RETENTION1 AND TREE DEMOLITION PLANS.
2, SEE ARC!-1ITECTS PLANS FOR ALL COVERED
PARKING SPACES AND PARKING REQUIREMENTS.
3. SE:E ENGINE:ERS PLANS FOR TREE INVENTORY.
4. SEE ENGINEERS PLANS FOR PREVIOUS
SURFACE CALCULATIONS.
5. SEE LANDSCAPE NOTES FOR ANY LANDSCAPE
AREA CALCULATIONS.
TREE L..E :::;E~\ J
@ = Australian PIM TI"ee
@J '" Banana Tree
e = Banyan Tree
@ = Bay Tree
@ = Block CherTY
@ = Bottle Brush Tree
@ = Bougainvillea Tree
@) = Brazilian Pepper
@ '" Bush
@i '" Cactus
@> = Camphor Tree
@ '" Cedar Tree
@ = Citrus Tree
@l = Cherry Laurel Tree
@ '" China Berry Tree
e = Cypress Tree
@ = Dead Tree
& = Ear Tree
@ = Evergreen Tree
@ = Eucalyptus Tree
e = Hickory Tree
@ = Hally Tree
@ = Jacaranda Tree
@ '" Loquat Tree
@ = Ligustrum Tree
@ = Magnolia Tree
@ = Maple Tree
@ = Mimosa Tree
@ = Mullberry Tree
@ '"' Myrtle Tree
@ '" Oak Tree
@ = Oleander Bush
B '"' Palm Tree
@ = Pine Tree
'9 = Punk Tree
@ = Schefflera Tree
@ = Sea Grape Tree
@ = Sweet Gum Tree
@ = Sycamore Tree
o = Unknown Tree Type
@ = Willow Tree
Clearwater Beach Resort Tree Removal Schedule
Condominium Portion of Property:
Ever1greens and Pines
(Pine, Cedar)
Caliper inchesremoved:
38
Palm Trees
Ca Ii per inches re mov~d: 22
Total Caliper inches removed: 60
Site Concepts International, Inc.
1303 Jefferson Street, Suite 10DS Napa, Ca.
(707) 226-7483
ru-l
O' 10' 20' 40'
SCALE 1.=20'~0.
~'~=-~-1'----
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NORTH
94559
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REVISIUNS
NO, REMARKS
PRiNTED
DATE REMARKS
i0121104 liJO% 5CHEM, DESIGN
1\/15/04 REVISIONS &..
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SA YMON
ST.
GENERAL SUBMITTAL NOTES:
I. SEE ENGINEERS PLANS FOR DRAINAGE,
RETENTION, AND TREE DEMOLITION PLANS.
2. SEE ARCtilTECTS PLANS fOR ALL COVERED
PARKING SPACES AND PARKING REQUIREMENTS.
3, SEE ENGINEERS PLANS FOR TREE INVENTORY.
4, SEE ENGINEERS PLANS FOR PREVIOUS
SURFACE CALCULATIONS.
5, SEE LANDSCAPE NOTES FOR ANY LANDSCAPE
AREA CALCULATIONS.
(" A 2' tiORIZONTAL CLEAR SPACE SJ..IALL BE
MAINTAINED ADJACENT TO ALL PUBLIC
SIDEWALKS.
7. PLANTINGr LOCATED WITJ..IIN SITE TRIANGLES
S!-IALL NOT EXCEED 30" IN HEIGHT FROM TJ..IE
PAVEMENT.
LANDSCAPE CALCULATIONS:
TOTAL LANDSCAPE S,F.
TOTAL cAL:PER INCHES REMOVED
TOTAL PROPOSED TREE CALIPER INCHES
E2'(:STI~,!G TREE L:=:G:=::~C
@ = Australian Pine Tree
@ = Banana Tree
€> = BanYJn Tree
€I = 80y Tree
@ = Black Cherry
@ = Bottle Brush Tree
(@l = Bougulnvlllea Tree
@ = Brazl;ian Pepper
@ = Bush
@ = Cactus
@) = Camphor Tree
@ = Cedar Tree
@ = CitrLS Tree
@J = Cherry lourel Tree
@ = China Berry Tree
@ = Cypress Tree
@ = Dead Tree
@ = Ear Tree
@ = Evergreen Tree
€I = Eucalyptue Tree
/
"
o Existing Trees
TREE LEGEND
Sym LatinName
PCA.16
PR.{)a
PR.1C
PR.12
PSY.24
OV3CO
SP.XX
SROb12
SROb14
SROb16
SROb1B
SROb24
TI-30
WR.XX
JMlr12
JMlr24
MV.65
Tlb-14
/
Phoenix cananensis
Phoenix reclhata
Phoenix recli'lata
Phoenix 'eclinate
P'loenix sylvestris
QL.:e"(;us virginiana
Saba palmetto
Syegrus romanzoffiana
S)lagrus romanzoffiang
S)'agrus fomanzaffiana
Syagrus romanwffjara
Syagrus romanwffiara
Tabebula Impeliginosa
Washmgtonia robusta
Jecarand. mllTosllolla
Jacaranda mlrrosllolla
Magnolia vjrglniana
Tabebuia i"'peliginose
Sym
SI~RUB LEGEND
LatinName
AA.~
AAT
AD
AN
AZ
BOBK
CAVQE:
CD
CF
CKY
CVAB03
GAR
GS
HCO
HEAG
HEHS
HRS8
ICORB
Agaoanihus afrlcanue
Ag:::.ve attenuata
Acrostlchum caneaefollum
AnnJais
Alpi"ia zerumbet
Bougainvillee 'Barbara Karst'
Cnnum augustum 'Queer, El'1ma'
Cynodon daGtylon '419'
Canna flaccida
Cuphea hyo..soplfo! a
Cadl.aum vallegatum 'Bravo'
Gardenia jasmlnoldes 'Radicans'
GelsemiJm Sf.l~pervirens
Hedychiu'TJ coronarium
He'11erocallls 'Artec Gold'
He'nerocallls 'Holy Spirit'
Hibiscus rosa-sinensis 'Brilliant'
lIex corn uta lB:..uforcii1
n..r
O' 10' 20'
SCALE '.=20'-0.
193,37~
350
332'1
@ = Hickory Tree
e = Hoily Tree
@ = Jacaranda Tree
@ = Loquat Tree
<@ = l1gustrum Tree
@ = Magnolia Tree
o = Maple Tree
@ = Mimosa Tree
@ = Mullberry Tree
8 = Myrtle 1ree
@: = Oak Tree
€ = Oleander Bush
6; = Palm Tree
(Pl;' = Pine Tree
@ = Punk Tree
@ = Schefflera Tree
@ = Sea Grape Tree
@ = Sweet Gum Tree
@ = Sycamore Tree
e = Unknown Tree Type
e = Wlllow Tree
Sym
IH
1M
IP
JCHP
JV
LCA
LCGM
LCH.07
LCH.15
LM
LMVBB
LMUEV
LMUV
LOR
LSE
MAC.10
NCO
NOD
NOLPP
PUB
PM.07
PS
PSC-03
PSE.03
PSE-10
PSEX
PTOWD
REO
RHID-1
RHRR
RIA
RIMB03
RS
SAR
S8AK
SR-10
SRE.{)3
SSF
TAD
TDA
VM.P
VODA.07
l
40'
o
latinName
Ins hexagon a
Impati",s
illicium p8 Nlflor Jm
Juniperus chlnansls 'Pa"80nlf
Jasmlnul"l volublle
Lobelia carcinalis
Lantane camara 'Gold Mound'
Uvistonia chinensis
Uvistonia chinensis
Lantana monlevidensis
Uriope muscari lBig BIL.e'
Linops muscari 'Evergreen Giant'
Liriope muscari 'Variega1a'
Lantana ovalifo:a 'Reollrala'
Lonlcsra semper-mens
Musa acuminata 'Cavsndlsr'
Nephroiepsis oordifolia
Nymphasa odorate
NBnum oleander 'Petite pjnk'
Plumbago 'Imperial Blue'
Pcdocarpus macrophyllus
Pen'1isewrn setaceurr.
Pemlsetu'J1 selaceun- 'Cupreu",'
Philodendron selloum
Philodendron selloum
Philodendron sslloum 'Xanadu'
Plttosporum tobira 'Wheeier's Dwarf
Russelia equisetiformis
RhDdojendmn indica 'Due de Rohan'
Rhododendron rutheiord 'Red Ruffle'
Rhaphlolepls Indioa 'Alba'
Rhaphiolepls indlc.a 'Majestic Beauty'
Rhoeo spamacea
Schefflera arbOl'"lcola
1303
Site Concepts International, Inc.
Jefferson Street, Suite 10DS Napa, Co,
(707) 226-7483
NORTH
~
I
94559
Kt. VI::>IVI\l::>
NO, REMARKS
PRINTED
DATE REMARKS
10121104 100% SCHEM, DESIGiN
------
11/18/04 REVISIONS &
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BAYMONT ST.
NO, REMARKS
1\ L. Y 1......J1 \...II 'It....;
PRINTED
DATE REMARKS
10121104 100% SCHEM, DESIGN
11/18/04 REVISIONS &
GENERAL SUBMiTTAL NOTES:
I, SEE ENGINEERS PLANS FOR DRAINAGE,
RETENTION1 AND TREE DEMOLITION PLANS,
2. SEE ARCHITECTS PLANS fOR ALL COVERED
PARKING SPACES AND PARKING REQUIREMENTS.
3. SEE ENGINEERS PLANS FOR TREE INVENTORY.
4. SEE ENGINEERS PLANS FOR PREVIOUS
SURFACE CALCULATIONS.
5. SEE LANDSCAPE NOTES fOR ANY LANDSCAPE
AREA CALCULATIONS.
~. A 21 1-10R1Z0NTAL CLEAR SPACE SHALL BE
MAINT AINED ADJACENT TO ALL PUBLIC
SIDENALKS.
7. PLANTING LOCATED NITHIN SITE TRIANGLES
SHALL NOT EXCEED 3011 IN HEIGHT FROM HiE
PAVEMENT.
LANDSCAPE CALCULATIONS:
TOTAL LANDSCAPE S,F,
TOTAL CALIPER REMOVED
TOTAL PROPOSED TREE CALIPER
~:><ISTING TREE LEGEND
@= Australian Pin e Tree
€3= Banana Tree
\8, = Banyan Tree
@= Bay Tree
@= Block Cherry
@= Bottle Brush Tree
(s]l- Bougainvillea Tree
@= Brazilian Pepper
@= Bush
@= cactus
@= Camphor Tree
@= Cedar Tree
@= Citrus Tree
@= Cherry Laurel Tree
@= Chino Berry Tree
@= Cypress Tree
@= Dead Tree
@= Eor Tree
@= Evergreen Tree
@= Eucalyptus Tree
.'.....,
o .' Existing Trees
"
TREE LEGEND
Sym
LatlnName
PCA.16
PR-08
PR-10
PR.12
PSY -24
OV300
SP.XX
SROb12
SRDb14
SRDb16
SRDb18
SRDb24
TJ.30
WR.XX
JMb.12
JMb-24
MV-55
Tlb-14
Phoenix canariensis
Phoenix rec;inata
Phoenix rocfinala
Phoenix roolinala
Phoenix syr/estris
Quercus Yirginiana
Sabal palmetto
Syagrus romanz.offiana
Syagrus romanzoffiana
5yagrus romanzoffiana
Syag'us romanzofflana
Syag"u5 romanz'Dffiane
Tabebuie impetiginosa
Washing:onie robusta
Jacaranaa mimosifoHa
Jacaranda mimosifolia
Magnolia vlrginiana
Tabebu',e impetlginosa
SHRUB LEGEND
Sym
LalinName
MF
MT
AD
AN
AZ
80BK
CAUOE
CD
CF
CHY
CVAB03
GAR
GS
HCO
HEAG
HEHS
HRSB
ICOR8
Agapanlhus african us
Agave attanuata
Acrostich urn daneaefolhm
Annuals
Alplnla zeru'11bet
BQugainvlllea 'Barbara Kars~
Cri"um 8ugustum 'Queen Emma'
Cynodoo daotylon '4~9'
Canna l1aocida
Cuphea hyssopifofia
Codiaeum variegatum 'Bravol
Gardenia jasrrlnoldes 'Radtcans'
GelseMium sempervirens
Hedychium coronaMum
Hemerocallis 'Az1ac Gold'
Hamerocallls 'Holy Splrif
Hibiscus rosa-sinensis 'Brillianf
IIsx cor1 uta 'Bu:iordW
1'l3,37G
10011
1420
@ = Hickory Tree
@I = Holly Tree
@ = Jacaranda Tree
@ = Loquat Tree
@ = L1gustrum Tree
@ = Magnolia Tree
@ = Maple Tree
e = Mimosa Tree
@ = Mullberry Tree
@ = Myrtle Tree
@ = Oak Tree
@ = Oleander Bush
@; = Palm Tree
@ = Pine Tree
8 = Punk Tree
@ = Scheffiera Tree
@ = Sea Grope iree
@ = Sweet Gum Tree
@l = Sycamore Tree
@ = Unknown Tree Type
@ = Willow Tree
vi
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Sym LatinName
IH Iris halagona
1M Impa<:lens
IP Illicium par\'oorum
JCHP Junipe~us chine'1sis 'Parsonii
JV Jasminum volubile
LCA Lobelia cardinaiis I--
LCGM La,..tana C-Bmara 'Gold Mound'
LCH.87 Livistonia c1hensis a:
LCH-15 UvlstoniB c'linensis Z
LM Lantar,a montevldensis <X: 0
LMU8B Liriope muscari 'Big Blue' ....J
LMUEV L1riope musc:ari 'Evergreen G<ant' (f)
LMUV Liriope muscari 'Variegata' 0... W
LOR Lantana ovatifoia lRaclinata\
LSE Lonicsra se"npervirens W a:
MAC.l0 Muse aClJm'nsta 'Cavendish' a..
NCO Nephraleps's ool1:Hfolia <(
NOD Nynpheoa odorata .....J
NOLPP NeriulTl oleander 'Petite Pmk' () ((
PUB Plumbago 'imperial 81'Jo' if)
PM-D7 POdoce'pus mac'ophyllus <(
PS Permise:u m setaceurr: 0
PSC-D3 Pe1ni6etum satacaum 'Cupreum' Z W
PSE.03 Philodendron seuoum
PSE,'IO P,llodend ran selloum <( CL
PSfoX Phiiodeodron sellauJ':'l 'XanadlJ' ......J 0
PTOWD PH:Dsporum tobira 'Wheelers Dwarf
REO Russelia e<; uisetiformis ~ Z
RHI;).1 Rhododendron indica 'Due de Roha,,'
RHRR Rhcdodendron rctherford 'Red Ruffle' => <(
RIA Rhaphiolepis indica 'Alba' -
RIM803 Rhaphiclepis Indica 'Ivajeslio Beauty' Z (J)
RS Rhoec spa':hacea -
SAR Schefflera arboncola ~
S8AK Spartina be ken 0
SR-10 Serenoa repens
SRE-D3 Strslhzla raginae 0
SSF Stenotaphrur1 sBcu,datum 'Florrtam'
TAD Trachelospermu11 asiaticum lOsara' Z
TDA TripsaCUl"1 dactyloldes 0
VM.P Vinr.a major
VDDA07 Viburnum odoratissiMum awabuki 0
1303
Site Concepts International, Inc.
Jefferson Street, Suite 10DS Napa, Ca.
(707) 226-7483
94559
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SCALE '-:20'-0.
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HOTEL PLANT LIST
SYMBOL
JMb24
MGD200
PSY-24
QV300
5P-IO
SP-12
SP-14
SP-I!)
SP-20
SP-24
SROb]2
SROb14
SROblB
~
SROb24
Tlbl4
HR-12
HR-14
HR-IG
NR-IB
HR-20
HR-24
E
LATIN AND COMf10N ~j,A.MES
JocorCTlda mimosifolia
Jocannda
MClg'Iolia gr'Cl1diflora ID,D. Blench'
D,D, Blenchard Southern Mcranolia
Phoenix sylvestris
IndiUl Date Palm
Qvercus virginima
Li ve Oak
Sabal palmetto
Cabbage Palm
Sabal palmetto
Cabbage Palm
Sabal palmetto
Cabbage Palm
Sabal palmetto
Cablxlge Palm
Sabal palmetto
Cabbage Palm
Sabal palmetto
Cabbage Palm
Syagrus rornalzoffialCl
Queen Palm
Syogrus rornl7lzofficno
Queen Palm
Syagrus rommzoffima
Queen Palm
Syogrus romanzoffiC!1C1
Queen Palm
Taoobula impetiginosa
Purple Trumpet
Hashingtonia robusta
Nashington Palm
Hoshlngtonia robusta
Washington Palm
N05hingtonia robu5ta
Hashington Palm
Nashingtonia robusto
Washington Polm
Washingtonia robusta
Washington Palm
Woshingtonia robusta
Washington Palm
TREES <$ PALMS
SIZE
Bm; 24'xI2'; 511 Cal.; Uniform
200-GaJ.; 14'x71j 511 Cal.;
3 1/2' C.T.; Full
24' C.T,; Specimen
300-Ga1.; le'xIO'; 711 Ca1.;
5' C.ST
10' C,T,; wlo Boots; Matched
12' C.T.; wlo Boots; Matched
]4' C,T.; wlo Boots; Matched
I!)' C.T,; wlo Boots; 11atched
20' C,T.; wlo Boots; Matched
24' C.T,; wlo Boots; Matched
B4:B; 12 C.N,; FulHieoo;
Nursery-Grown
Bm; 14 C.N,; Ful1-1-1em;
Nursery-Grown
B4:B; 18 C,N,; FuIH-Ieoo;
Nursery-Grown
Bm; 24 C.N,; FuIH~ead;
Nursery-Grown
B4:B; 14'x7'; 311 Ca1.; '" C,T.
12' C.T,; w/Boots; Marl
Unacceptable
14' c.T.; w/Boots; Marl
Unacceptable
If,' CTi w/Bootsi Marl
Unacceptable
IB, C.T.; w/Boots; Marl
Unacceptable
20' C.T.; wlBoots; Marl
Unacceptable
24' C,T,; UJlBoots; Marl
Unocceptoble
'->~~~'~"-~~'~'~""-"_--_L_'r--"'~~-'~'-~=" .-.~. -.....-r.-'. ....
,
SPACE
AS,
AS,
AS.
A.S,
A.5.
A.S.
AS.
AS.
AS.
A.S.
A.S.
A.s.
A.S.
A.S,
A.S.
A.S,
A.S.
AS,
A.S,
A.S.
A.S.
QT!.
SYMBOL
_-....1.
LATIN AND COMMON NAMES
SHRUBS, GROUND COVER, ~ SOD
SIZE
Agapanthus afric.cnus
L.ily of the Nile
Agave attenuata
Spinles5 Century Plcnt
Acrootichum d<:neaefolium
Leather Fem
Annuals
Alpinia zertlmbet
Shell Ginger Lily
Bougainvillea IBarbara Karst I
Red Bougcnvil1ea
Codiaeurn variegaturn ll3ravo'
Croton
Gard~ia josminoides 'RadicCTIs'
Ground Cover ~denQ
~anel'ia patens
Firebush
Illicium parviflorum
Yellow Anise
Juniperus chinensis 'Parsmii'
Dwarf Juniper
Jasminum volubile
Nax Jasmine
Lcntma CCfY\ara 'Gold Mound'
Yellow Dwarf LantCTlQ
LivistOflia chinensis
Chinese FCTl Palm
Livistonia chinensis
Chinese Fan Palm
LmtmQ mmtevidensis
Trailing L.antana
Liriope muscori 'Big Blue'
Big Blue Border Gross
Liriope muscari 'Varlegata'
Variegated Border Grass
LClltma ovatifola 'Reclinata'
Gold Lantcna
Lonicera sernpervlrens
Cora1 Honeysuckle
Musa acurninata 'Cavendish'
Chinese BcnCTIQ
Nephrolepsls c.ordifolia
Southern Sword Fern
Plumbago 'Imperial Bli;e'
Blue Plumbago
Pennisetum setaceum
Nhite Fountain Grass
Pennisetum setac.eum 'Cupreum'
Red Fountain Grass
Philodendron selloum
Split-Leaf Philodendron
Pittosporum tobira 'Wheeler's Dwarf'
Ccmp:xt Pittosporum
Rhododendron rutr.erford IRed Ruffle'
Dwarf Red Azalea
Rhoeo spathxea
Oyster PICl"lt
Strelitzia reginae
Bird of parooise
St.enotaphrum secundatum 'floritan'
I Floritcm , 51. Augustine Sod
Tripsocum dactyloldes
fakohatchee Gra5s
Uniola pcI"liculata
Sea Oats
Vinca major
Pink Periwinkle
. "='~~'="'="~'==:!=~~.~.~...,... . .~~.x'~"''''''''''f''' --~-_."~~
"
AAf
3
A,AT
35
AID
AIN
'1
Ail
5
BOBK
C'V AB03
II
GAR
o
HP
7
IF
3
Jc~P
'1
.N
LCGM
7
LCH-07
5
LC1-1-15
7
Ll1
LMUBB
LMUV
LOR
2
L5E
2
MAC-IO
NCO
PLIB
P'S
P'SC-03
PSE-03
PTOND
R~RR
R:5
SRE-03
SSf
TDA
UPA
VM-P
l'
I-Gal.; 5 P,P.P.; full
3-Gal.; Ie" O.A; full
3-Gal.j 3' O.A.; Full
Seasonal; Selected by Owner,
7-Ga!.; 3(;, IIx3ro II; Full
3-Ga1.; (3) 30" Brmches; full
3-Ga1.; 2411x24"
I-Ga!.; 1211x1SIl; full
3-Ga1.;30Ilx2411
3-Ga!.j 24"xIB"
3-Ga1.; 15"xIB"; full
3-Gal.j l,,'xl('''
I-Ga1.; Full
7-GaI.; 3' Height; Full
15-Ga1.; 4'x4'j full w/Suckers
I-Gal.; 12"xI2"; full
\-Ga1., '1 P.P.P.; full
I-Gal.; '1 P.P.P.; Full
]-Ga!.; 1211 Spreoo; Full
I-Gal.; full; Staked;
IO-GaL; "-7 Leaves; 5' O.A.
I-Ga!.; Ie" O.A.; full
3-Ga1.; 2411 O.A.; Full
I-Ga1.; 24' O.A.; Full
3-Gal.; 2411x1BlI; full
3-Gal.i 301lx301l; Full;
7 Mature Leaves Minimum
3-Ga1.; lellxle"
3-Gal.; ]f;,>xIB"; full;
I-Ga1.j 12" O.A; full
3-Ga!.; 24" O.A; Full;
Multi - Trunk; Sun-Grown
Solid Sod
3-Ga!.; 3,,1I O,A.; Full
3-GaI.; 2411-301I O.A
I-Gal.; Fullj In-Bloem
1,..
SPACE
1811 O.C.
24' O.C.
3011 O.C,
GlI O.C.
:W' O.C,
%" O,c.
3011 O.C.
12" O,c.
24" O,C.
%' O,C,
2411 O,C,
2411 O,C.
12" O.c.
3,,11 O.C.
48" O.c.
121' O.C.
Ie" O,C.
18" D.C.
Ie" O,C.
1211 O.C.
AS.
IB" O.C,
3"-" O.C.
2411 O.C.
2411 O.C,
3(,' O.C.
30" O.C.
24" O,C.
12" O.C,
A.S.
S.F.
30' O,C.
4B" O,C,
lell O,C.
OT!,
75
23
5'1
",2'19
10
22
'11
355
35
14
254
21
244
237
1,427
34
G77
---... ..-,.-. !
17
14
BI2
284
4&2
22
IroB
230
lro4
l'1e
1"'1
5"
101
7/505
I"
177
117
~,,~",=---~I
t.
.J..
CONDOMINIUM PLANT LIST
TREES ~ PALMS
LATIN AND COMMON NAMES
SIZE
SYMBOL
.JMb12
PCA-If>
PR-IO
PR-12
SP-14
SP-I"
SP-]!)
SRObl"
TI-30
PSY-24
SYMBOL
AAT
AN
P2
CAUQE
CF
C1-1Y
CV AB03
GS
HCO
HEAG
1-1EHS
HP
HRSB
ICORB
IH
Jac.arc:nda mimosifolia
Jacarc:nda
Phoenix canariensis
Ccnary Pate Palm
Phoenix reclinata
Senegal Date Palm
Phoenix reclinata
Senegal Date Palm
Sobal palmetto
Cabbage Palm
B.f:B;12'x6'j 2i1 Ca1.; Uniform
lro' C.T,; Matc:hed;Full; Round
Head
10' C.N.; G-B Cales; l1eavyi
Specimen
12' C.N.; 8-10 Ccr.eSj Heavy;
Specimen
14' C,T.; wlo Boots; Matched
Sabal palmetto
Cabbage Palm
Sabol palmetto
CabOOge Palm
SyagnJ5 rcmiXlzofficna
Queen Palm
Tabebuia jmpetiginosa
Purple Trumpet
Phoenix sylvestris
IndiCl"l Date Palm
I~I C.T.; wlo Boots; Matched
15' C.T.; WiD Boots; Matched
BtB; I'" C.N,j Full-Head;
Nursery -Grown
30-Gal.; IO'x5'; 211 Col., ~; C.T.
241 C.T.; Specimen
S!-IRUBS, GROUND COVER, ~ SOD
LATIN AND COMMON NAMES
SIZE
Agave attenuata
5pinle55 Century Plcnt
Annuals
3-Gal.; 16" O.A.i Full
Sea50nalj Seleded by Owner;
7-Gal.j olO."x5,","j Full
Alpinia zerumbet
Shell Ginger Lily
Crinvm augustum 'Queen Emma'
Queen Emma Crinum Lily
Calna floccida
Golden Cenna Lily
Cuphea hyssopifolia
J-1eather
Codiaeum variegatum IBravol
Croton
Gelsernium sempervlrens
Carolina Yellou; Josmine
1-1edychium coronarium
White Ginger Lily
1-1emerocallis 'Aztec Gold'
Gold Daylily
Hemerocallis IHoly Spirit'
White Daylily
l1crnelia patens
firebush
Hibiscu5 rosa-sinensis 'Bril I iCl"lt ,
Red Hibiscus
Ilex c.omuta 'Burfordii'
Burford Chinese Holly
Iris hexagona
Prorle Iris
3-GaLj 30" O.A.j Full
I-Gal.j 12" O.A; Full
I-Ga!.; 10"x]5"
3-GaJ.; 24"x2411
SPACE
A.S.
A.S,
AS.
AS.
AS.
A.S.
A.S.
AS.
A.S,
AS.
SPACE
24" O.c.
6" O,C.
3<0>" O.C,
3011 O.C.
24i1 O.C,
Ie" D.C.
3roil O.C.
5-Go1.j (3-5) 3011 Runners Minimum 1511 O.C.
7-GaL; 4' O.A; Full
I-Ga!.; 7 P'p.P,; Full
I-Ga1.; 7 P,P.P.; Full
3-Gal,j 3O"x24"
7-Ga1.; 4' O.A; full
3-Ga1.j 241'xl511j Full
I-Gal.; lell OA; full
-~.~._, '-~""=--'==" ,~_.. '-'~., ==~=~J""=~~~"--' "~-"'~--r'~~"~~~-="~' .,"" ",- '~"~-l~--~""'=~~'~~~~i-=~~=~~"~'''''=~=<''---'-''l".
30" O.C.
Ie" o.c.
IBII O.C.
24" O.C.
%" O.c.
%11 O.C,
Ie" O.C,
-~""""""'~~~~""'~.,~
QTY,
15
4
8
-4
II
32
17
17
25
7
QTI.
3<1
2058
13]
52
20
20
33
111
20
58
3e
"3
34
31
135
1M
JCHP
LCA
LCGM
LM
LMUBB
LMUV
LOR
LSE
NOD
PLlB
PM-07
PS
PSG-03
PSE-03
PSE-IO
PSEX
PTOHD
REQ
RHID-I
RHRR
RIA
RIMB03
RS
SAR
5BAK
SR-1O
SSF
TAO
TDA
UPA
VODA07
Impatiens
Juniperus chinensl5 'Pcrsonii'
Dwarf Juniper
Lobelia cardinal is
Cardinal Flower
Lmtma canara 'Gold Moundl
Yellow Dwarf LmtCl"la
Lcntana montevidensis
Trailing Laltano
Liriope muscari 'Big Bluel
Big Blue Border Grass
Uriope muscari 'Variegata'
Vcriegated Border Grass
LCTltanCl ovatifola 'Reclinata'
Gold Ll7ItiXla
Lonicera sernpervirens
Coral I-loneysuck\e
Nymphaea odorata
fragrcnt Water Lily
Plumbago 'Imperial Blue'
Blue Plumbago
Pocl.Jcarpus macrophyllus
Jap::nese Yew
Pen'1iseturn setaceum
l^ihite Fountain Grass
Permisetum setaceum ICupreum'
Red Fountain Grass
Philodendron selloum
Split-Leaf Philodendron
Philodendron selloum
Split-Leaf Philodendron
Philodendron selloum 'Xcnadu'
Xcnodu Philodendron
Pitt05porUm tobira 'Wheeler's Dwarf'
Ccmpact Pittosporum
Rus'.,elia eq)Jisetiforrnis
Firecracker Plant
Rhododendron indica IDuc de Rohcn'
Dwarf Pink Azalea
Rhododendron rutherford 'Red Ruffle'
Dwarf Red Azalea
Rhaphiolepis indica 'Alba'
Nhlte IndlcY1 l1owthorn
Rhaphiolepis indica 'Majestic Beauty'
Majestic Becuty I-lawthom
Rhoeo spathocea
Oyster Plmt
Schefflera arboricola
Dwarf Schefflera
Spar-Uno baker!
SaId Cord Grass
Serenoa relX'llS
Saw Palmetto
r%tenotap};1rum ~ecundatum 'Floritanl
Floritcrn St. Augustine Sod
Trochel05permum asiaticum 'Ooora'
Variegated Jasmine Minima
Tripsawm dactyloides
Fakahatchee Gross
Uniola pCI"liculata
Sea Oats
Viburnum oooratissimum awabuki
Mirror-Leaf Sweet Vibumum
4~ Pots; Fullj Colors Chosen by
3-Ga1.; 1511x1BII; Full
I-Ga1.; Full
I-Gal.; full
I-Gal.i 12"xI2"; Full
I-Gal.; Cj P.p.p,; full
I-Gal.; Cj P,P,P,; full
I-GaL; 12" Spread; Full
]-Gal.; full; staked;
10" Pot; 3 Well-Developed
3-Ga1.; 24" OA; Full
7-GaJ.; 4'xJ?'; Full
I-Gal., 2411 O.A; Full
3-GaJ.i 24n)(lo"; full
3-Ga1.; 30Ilx30"; full;
IO-Ga1.; 4'x4'; Full; Specimen
3-Gal.; 18"xI8"; full
3-Ga1.; 18"xI8"
I-Gal.; B'x!2"; full
3-Gal.; le"xl!)lI; Full;
3-Ga1.; le"xJ811; Full;
3-Gal.; 15I1xIB"; Full
3-Ga1.i IBllxlBilj Full
I-Gal.; 12" O.A; Full
5-Ga1.; 24'x24'
I-Ga1.; 24"xlBlIj Full
10-Gal,; 3011 Height; Full
Solid Sod
I-Ga1.; lell SpreOO; full
3-Ga1.; 3f,' O.A.; Full
5-Ga1.; 24"-30" O.A
7-Gal.j 3fh3(,ii full
"II O.C.
24" O.C,
24" O.C,
1211 D.C.
1211 O,C,
1811 O.C.
IB" O.C.
18" O.c.
12" O.C,
18" O.C.
3,," O.C,
24" O.C.
24" O,C.
2410.C,
3(,1 O,C.
wll O,C.
24" O.C,
30" O.C.
24" O.C.
3011 O.C.
24" D.C.
24" O,C.
301' O.C.
1211 O.C.
3(," O.C.
3011 O,C.
A.S.
S.F.
1211 O.C.
3"" O.C.
4811 O.c.
48" O.C.
I40B
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234
71(,
70<1
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210
2,254
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84
102
347
251
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17
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11/18/04
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100% SCHEM. DESIGN
REVISIONS &
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2. TOP OF ROOTBALL 5J..jALL BE 311
ABOVE FINI5li GRADE.
120'
,
120'
,/
',---
.-,------ SET TREE PLUMB IN PLANTING PIT.
PROTECT TREE TRUNK ~ITH BLACK
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HAND TENSIONER,
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311 MULCH LAYER.
TEMPORARY SOIL BERM TO HOLD WlATER,
B~5 OR CONTAINERIZED ROOTBALL.
SEE SPECIFICATIONS FOR
ROOTBALL REQUIREMENTS,
PU'.NTING SOIL MIX,
UNDISTURBED SUBGRADE.
z
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TYP. LARGE TREE
SECTION
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SCALE: N.T.S.
/BRACE
yo' r TREE
~ / STAKE7
/ /
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NOTES:
I. SEE PLANS AND SPECS, FOR PALMS HJTH BOOTS
TO REMAIN ON TRUNK.
2. FINAL TREE STAKING DETAilS AND PLACEMENT
TO BE APPROVED BY LANDSCAPE ARCHITECT.
3. CONTRACTOR SHALL ASSURE PERCOLATION OF
ALL PLANTING PITS PRIOR TO INSTALLATIION.
.EL6.tl
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SET PALM TREE PLUMB IN PLANTING PIT,
PRUNE AND TIE FRONDS NITH f-IEMP THINE. REMOVE
ANY BROKEN OR DAMAGED BRANCf-IES,
E
CLEAN COARSE SAND BACKFILL.
UNDISTURBED SUBGRADE.
SET ROOTBALL ON UNDISTURBED SUBGRADE.
I-
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/ r- TWO GALV. STEEL BANDS TO SECURE BATTENS.
/ /
/' / ~ FOUR 211 X ~II X 1211 P.T. NOOD BATTENS.
/ //// /.- 3 - 211 X 411 X 1)1 P.T. NOOD BRACES AS SPECIFIED,
/ / // / CUT TO FIT WOOD BATTENS AND STAKES, DRilL OR
/ / / NAIL TO STAKES AND BATTENS. DO NOT NAiL
/ // // BATTENS TO TRUNK.
" /. / // // /
/ // ,/ ~ REMOVE BURLAP FROM UPPER 1/3 OF
/ / / ROOTBALL.
// //
/ / 3" MULCH LAYER.
/~ TEMPORY SOIL BERM TO HOLD HATER,
~ / //; 2"X4" X 3' LONG P.T. WOOD ANCHOR STAKES
, / / r FINISH GRADE.
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NOTES :
1. TOF' OF RooTBALL Sl-JALL BE 311 ABOVE FINiSH GRADE
AF'1 ER SeTTING.
2. CONTRACTOR TO ASSURE PERCOLATION IN TREE PIT.
-- ~~_, .......!l-_~_,_
NOTES: CONTRACTOR SHALL ASSURE
PERCOLATION IN THE TREE PITS,
TOP OF ROOTBALL SHALL BE 311
ABOVE FINISH GRADE AFTER SETTING.
120'
~~
NTS 120~~20'
---_P- SET TREE PLUMB IN PLANTING PIT.
GUYING HIRE,
THREE-2"X2I1XBI P.T. WOOD
STAKES.
REMOVE TOP 1/3 OF BURLAP ~
WIRE CAGE FROM RooTBALL.
311 MUlCl-J LAyER.
TEMPORY 5011_ BERM TO HOLD WATER.
~ FINISf-I GRADE,
CONTAINERIZED ROOTBALL OR BtB.
SEE SPECIFICATIONS FOR ROOT
I
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1
1
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\
120'
I
120'
SET TREE PLUMB IN PLANTING PIT.
TYP. MULr! T~':H 'NK TREE PLANTING
SECTION SCALE: N. T.S.
~ NOTE,
ALL SHRUBS AND GROUNDCOVER
MASSES TO USE TRIANGULAR SPACING
EXCEPT IN SMALL RECTANGULAR
AREAS, REFER TO PLANT LIST FOR
INDIVIDUAL PLANT SPACING
IX1 '" ON CENTER SPACING SEE
PLANT LIST,
PROVIDE MIN, 1511 SPACING BETWEEN
DIFFERENT PLANT TYPES.
CURB OR EDGE OF PAVEMENT.
~ -- UNDISTURBED SUBGRADE.
.-.--------- 2411 SETBACK FOR SHRUBS
PLANTED OPPOSITE PARKING
SPACES W.O. BUMPER BLOCKS
TYP. SHRUB i~ND GROUND PLANTING
SECTION SCALE: N.T.S.
TYP. SHRUB AND GROUNDCOVER
(6\ PLANT SPACING
~ PLAN SCALE: N.T.S.
! -
PROTECT TREE TRUNK HITH FRICTION
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/
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\
\ 3" MULCH LAyER.
1
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WATER.
J34:B OR CONTAINERIZED ROOTBALL.
SEE S?ECIFICATIONS FOR ROOTBAlL
REQU~R.EMENTS.
UNDISTURBED SUBGRADE.
PLANTING SOIL MIX.
H__'_ SET RooTBALL ON UNDISTURBED
SUBGRADE.
(UNDER 4" CALl
SCALE: N. T.S.
TYP. FINISH GRADE @ PAVEMENT,
SOD OR MULCH BED.
,r--------- NOTE: PLANTS SHALL BE PLANTED 211
/ f-IIGI-I NITH SOIL MOUNDING UP TO
/ THE TOP OF THE ROOT BALL.
I / 311 MULCH LAYER,
/ / /~-"--EXCAVATE INDIVIDUAL PLANT PITS
AND BACKFILL NITH PLANTING SOIL.
\ / ;- TEMPORY SOIL BERM TO HOLD HATER.
/ ttI:'l 1/ FINISH GRADE,
~-
CONTAINERIZED OR BtB.
PLANTING SOIL MIX,
SET ROOT BALL ON UNDISTURBED
SUBGRADE.
REVISIONS
NO. REMARKS
PRiNTED
DATE ~KS
10/21/04 100% SCI-IEM, DESIGN
11/15/04 REVISIONS &
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Rain Bird 8 Outlet Drip Emission Device
Rain Bird 1806 wl10F MPR Plastic nozzle
Rain Bird 1806 wl10H MPR Plastic nozzle
Rain Bird 1806 wl12F MPR Plastic nozzle
Rain Bird 1806 wl12H MPR Plastic nozzle
Rair: Bird 1806 w/12Q MPR Plastic nozzle
Rain Bird 1806 w/12T MPR Plastic nozzle
Rain Bird 1806 wi 15EST MPR Plastic nozzle
Rair' Bird 1806 w/15F MPR Plastic nozzle
Rain Bird 1806 w! 15H MPR Plastic nozzle
Rain Bird 1806 w! 15Q MPR Plastic nozzle
Rair, Bird 1806 wi 15SST MPR Plastic nozzle
Rain Bird 1806 wi 15T MPR Plastic nozzle
Rain Bird 1812 w! 10F MPR Plastic nozzle
Rain Bird 1812w/ 10H MPR Plastic nozzle
Rain Bird 1812 wi 10Q MPR Plastic nozzle
Rain Bird 1812 w! 10T MPR Plastic nozzle
Rain Bird 1812 w! 12F MPR Plastic nozzle
Rain Bird 1812 w! 12H MPR Plastic nozzle
Rain Bird 1812 wi 120 MPR Plastic nozzle
Rain Bird 1812 w/12T MPR Plastic nozzle
Rain Bird 1812 w/12TO MPR Plastic nozzle
Rain Bird 1812 w/12TT MPR Plastic nozzle
Rain Bird 1812 w! 15CST MPR Plastic nozzle
Rain Bird 1812 wi 15EST MPR Plastic nozzle
Rain Bird 1812 wi 15F MPR Plastic nozzle
Rain Bird 1812wl 15H MPR Plastic nozzle
Rain Bird 1812 w/150 MPR Plastic nozzle
Rain Bird 1812 wi 15TT MPR Plastic nozzle
Rain Bird 1812 wi 1588T MPR Plastic nozzle
Rain Bird 1812 w! 15T MPR Plastic nozzle
Rain Bird 1812 wi 5H MPR Plastic Nozzle
Rain Bird 1812 w/5Q MPR Plastic Nozzle
2.5 inch Class 200 PVC Main Line
..
Geoflow Drip Tubing and POC to Spray Zone
, , ,,~ ; i i
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Site Concepts International, Inc,
1303 Jefferson Street, Suite 10DS Napa, Ca. 94559
(707) 226-7483
40'
O' 10' 20'
SCALE IM:20'.OM
NORTH
REVISIONS
NO, REMARKS
PRINTED
DATE
10/21/04
11/15/04
REMARKS
100% SCHFrL DESIGN
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LEGEND
Rain Bird 8 Outlet Drip Emission Device
Rain Bird 1806 w/l0F MPR Plastic noule
Rain Bird 1806 w! 10H MPR Plastic nozzle
Rain Bird 1806 w/12F MPR Plastic noule
Rain Bird 1806 w/12H MPR Plastic noule
Rain Bird 1806 wi 120 MPR Plastic noule
Rain Bird 1806 w/12T MPR Plastic nozzle
Rain Bird 1806 wi 15EST MPR Plastic nozzle
Rain Bird 1806 w/15F MPR Plastic nozzle
Rain olrd 1806 w/15H MPR Plastic nozzle
_ Rain Bird 1806 w/15SST MPR Plastic nozzle
Rain Bird 1806 w/15Q MPR Plastic nozzle
@ Rain Bird 1806 wi 15T MPR Plastic nozzle
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Rain 13lrd 1812 w/100 MPR Plastic nozzle
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Rain Bird 1812 w/12F MPR Plastic nozzle
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Rain Bird 1812 wi 12TT MPR Plastic nozzle
Rain Bird 1812 w/15CST MPR Plastic nozzle
Rain Bird 1812 w/15EST MPR Plastic nozzle
Rain Bird 1812 wI 15F MPR Plastic nozzle
Rain Bird 1812 wi 15H MPR Plastic nozzle
Rain Bird 1812 wi 150 MPR Plastic nozzle
Rain Bird 1812 w/15TT MPR Plastic nozzle
Rain Bird 1812 w/15SST MPR Plastic nozzle
Rain Bird 1812 w! 1ST MPR Plastic noule
Rain Bird 1812 wiSH MPR Plastic Nozzle
Rain Bird 1812 wi 5Q MPR Plastic Nozzle
25 inch Class 200 PVC Main Line
Geoflow Drip Tubing and POC to Spray Zone
1303
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DATE REMARKS
10121/04 1001: SCHEM. DESIGN
11/18/04 RfVlSIONS &
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(707) 226-7483
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THRUST SlOCKS ARE TO BE CONSTRUCTED WITl-J ;,/DfZJO PSI CONCRETE Ai
48 HRS. STEEL REINFORCINC:I RODS Will 6E REQ'D IF SURROUNDING! SOIL
HAS A 6EARIN~ VALUE OF LESS Tf..lAN 2.ffX!)0 Fff. TJ.4RU5T BLOCKS
REQUIREP AT ALL FITTING5 AND DIRECTION CHANGES ON MAIN LINES AND
ALL FIFINC; 2" AND LARC"fER NOTE THRU5T SLOCK LOCATIONS> ON AS-BUILT
~'NG5d
~s.1
ALL MAIN 5UFPL Y LINES> TO 6E
INST,ALLED IN ACCORDANCE WITI-l
MANUFACTURER'5 IN5T ALLA TION
SFECIFICATION5.
PIPE AND WIRE TRENCH CONFIGURATION
&cALE: N.T.e.
WALL, SIGN OR STRUCTURE
5PRINKLER NOZZLE
(SPRAY OR ROTOR SPRINKLER
TWO S7 AINLE55 STEEL
HOSE CLAMPS
INSTALL HEAD TO HATC+-!-
SURROUNDING PLANT
MA.TERIAL. eEE FL.ANT
LIST 5FECIFI CAT IONS,
F'VC 5CH 4iZ' RISER-II2" ON
SPRAYS AND 3/4" ON ROTOR
PAINTED 6LACK
dd....:":'.,,', _____MULCH
, ...'1
I
, /SEE DETAIL eELOW
PVC 5CJ.4, BiZ' EL60W
LA TERAL LINE
I"XI" STEEL
ANGLE 24" DEPTH
TWO STREET ELLS
12" POP-UP SPRINKLER HEAD ON RISER
SCALE, N,T.S,
~.................~~
PVC TEE WITI-lREADED
REPUCED CONNECTION.
FVC SCJ.4. 8rZ' NIPFLE (F05ITION
RISER AT A 4& DEGREE ANGLE,
3/4" PIA. X MAx, J8" LENGlTJ.4
--.,
" -.- T.'f~
-'J
1
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PVC LATERAL
PAD IS TO BE ~ FECE5TAL eteNET
'8 X 24 INCJ.4-^ .
~o INCHES D~~F) .. / ~~~~t1~L MOUNTING
CONCRETE., / /-~~0TAL HOUNTING
SWEEF ELBOW SWEEP ELeOW
FOR POWER WIRES FOR WIRfNC; TO
(MINIMUM 24' DEEP) "ZONE vALVE5
, FEDE5T Al MOUNTING
TEMPLATE
INSTALL A
MINI-CLICK RAIN
5WITCI-l AND
WIRE INTO
Tl-!E COMMON WIRE.
INSTALL RAIN
5LUITCI-l IN LOCATION
IN THE WEAmER
WIRE PER
LOCAL CODE5
CONNECT CONTROLLER C;ROUND TO A GROUNDING ELEMENT
WJTJ.4 A M4,XIMLlM RESISTANCE A6 RECOMMENPED 61 mE
CONTROLLER MANUFACTURER
CONTROLLER MOUNTING
SCALE: N,T.S.
WIRING
~
ALL FLASTIC PIPINC; TO BE
SNAKED IN TRENCl-lE6 A5
SHOt1N.
ALL VALVE 60XES SHALL BE MAf<KED WITH TJ.4E
USING CHRISTY 1.0. T.4G5 OR ACCEPTA6LE SUBSTITUTION.
...;;...~IN.I.SH.~.D...C;~E
3H DBY-
CONNECTORS
EXPANSION
COIL
ELECTRIC VALve
F'VC SALL VALVE
45>
MAiNL INE
PLACE CONTROL WI~~ ____
UNDER PIPING, Wl-JERE
F05SI6LE.
INSTALL A BRICK UNDER EACH CORNER OF THE vALve 60X
FOR STABILITY (4 EACI-l).
ZONE VALVE INSTALLATION
5CALE: N.T.5.
~l~
r
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I,.......
I """'"-..-..
POL Y-PIPE TO BUBBLER
UNDER MULCH ON ROOT BALL
PVC TEE SXSXT
OR ELBOW ~
LATERAL LINE ,,~
TH READ TO
POLY-PIPE ADAPTER (2 EA.)
NOTE: INSTALL BUBBLER ON TREE BALL.
TREE BUBBLER INST ALLA I10N
SCALE: N.T.5.
ffiP PoP-uP SPRINKLER
LA TERAL
FLEXI6lE FOL 1 FIPE
(22' MINIMUM)
6AR6ED ELL
(2 PLACE&)
,...'''\:,''
"1"\
- ;.";I'\\\\fi1\. ',1'...\\
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5 X 5 X FPi TEE
TURF ROTOR HEAD iNST ALLA 1100
&CALE, N.T.5.
5PRINK .,. 2LE
0' pOP-UP ePRAY I-lEAD
BARBED ELL
( 2 PLACES )
TURF SPRAY HEAD INST AL-W\ TION
&CALE, N,T.5,
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POT IRRIGATION DETAIL
SCALE: N.T.5.
!
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PLANT MATERIAL
SEE LANDSCAPE PLAN
LANDSCAPE POTS
SEE MATERIALS PLAN
FOR LaC A T10NS
EMIITER TUBING
PREPARED PLANl1NG
SOIL AS SPECIFIED
SOIL SEP ARA TOR
(FOLDED ENDS)
DRAINAGE GRAVEL
RAIN BIRD XBT-10-6 EMlmR
SEE IRRIGA llON PLANS
INSTALL PRESSURE
REGULA T1NG VALVE
UPSTREAM OF EMI11[R
IRRIGATION LINE
SEE IRRIGATION PLAt\J
GENERAL IRRIGATION NOTES:
1, INSTAll ALL PIPING SHOWN BEThlEEN THE
SAME PIPE SIZES AS THAT PIPE SIZE,
2. INSTALL PIPING DO"'lNSTREAM Of THE
LAST HARKED PIPE AS 3/4i.
3. ANY IRRIGATION ITEMS NORMAlLl
INSTALLED IN LANDSCAPE AREAS THAT ARE
SHOWN OUTSI DE OF LANDSCAPE AREAS OR
OUTSIDE OF Tl-JE PROPERTY LINES ARE
SHOWN AS sucH FOR GRAPl-JIC CLARJrY ONL I.
INST ALL Tl-JESE ITEMS INSIDE OF PROPERT!
LINES AND IN lANDSCAPE AREAS.
4. ADJUST Tl-IE IRRIGATION SYSTEM
COMPONENTS AND EXISTING SISTEM TO
PROVIDE UNIFORM COVERAGE.
S, ASSURE TI-IAT THE SYSTEM PROVIDES 100%
COVERAGE OF ALL LANDSCAPE MATERIALS
INCLUDING SHRUBS, GROUND COVER, TREES
AND TURF.
~. ADJUST THE VERTICAL ORIENTATION OR
SPRINKLERS ON SLOPES TO PROVIDE UNIFORM
COVERAGE OF THE SLOPED AREA.
7, IRRIGATION l-JEADS SI-lALL BE LOCATED
MINIMUM ONE (I) FOOT FROM ANY BUilDING.
B. IRRIGATION HEADS SHALL BE DIRECTED
AHAI FROM BUILDING AT ALL TIMES, SO
THAT SPRAY DOES NOT HIT BUILDING.
g. ANY EXISTING TREE ROOTS, Wl-JEN
ENCOUNTERED DURING INSTALLATION Of
UTILITIES, SHALL BE CUT OFF EVENLY HITH
CLEAN SHARP PRUNING TOOLS AND COVERED
"'lITH SOIL AS ::OON AS POSSIBLE TO REDUCE
DEHIDRATION. THE CONTRACTOR/DEVELOPER
SHALL MINIMIZE Tl-JE DAMAGE TO EXISTING
TREE ROOT SYSTEMS.
10. INSTALL RISERS ONLY HHERE NECESSARY,
UNDERTI-IROW PLANTS WITH G" POP-UPS
"'lHERE POSSIBL:: NEAR WALK"'lA YS AND
CURBS.
11. INSTALL ALL VALVES IN SHRUB BED
AREAS AND WITj..jIN 3l OF THE EDGE OF THE
SHRUB BED,
12. PROVIDE PRCOF TO Tl-JE LANDSCAPE
ARCHITECT THAT ALL AVAilABLE
MAINTENANCE MANUALS FOR EACH OF Tl-JE
PRODUCTS INCLUDED IN THIS INSTALLATION
HAVE BEEN PROVIDED TO THE O"'lNER'S
REPRESENTATIVE,
13. ALL SODDED AREAS SHAll BE IRRIGATED
WITH (OJ! POP-UP SPRAIS (OR PoP-uP
ROTORS HHERE APPROPRIATE), UNLESS
OTHERWISE NOTED.
14, VALVES ARE TO BE INSTALLED IN VALVE
BOXES LARGE ENOUGH TO ACCOMI10DATE
MAINTENANCE AND OPERATION OF VALVES,
VALVE PIT 5I-lAll BE FREE FROM MUD OR
OH.lER DEBRIS HHICH MAY COVER VALVE,
PROVIDE 1/2" DIAMETER RIVER GRAVEL SUMP
3" Tl-IICK AT THE BOTTOM OF VALVE PIT.
15. ALL IRRIGATION MATERIALS AND
INSTALLATION SI-IALL MEET FEDERAL, STATE
AND lOCAL CODES, REGULATIONS AND
ORDINANCES CONCERNING IRRIGATION
CONSTRUCTION,
IG. ALL SLEEVES ARE TO BE SCHEDULE 40
PVC LOCATED A MINIMUM OF 15" BElOH
FINISH GRADE.
17, CONTRACTOR SHALL fiELD VERIFY
CAPABILITY OF HATER SOURCE TO DELIVER
PROPER PRESSURE PER SQUARE INCH (PSI)
AND GALLONS PER MINUTE (GPM) AS
REQUIRED BY Tl-JE IRRIGATION SYSTEM.
NOTIFY Tj..jE LANDSCAPE ARCHITECT PRIOR
TO CONTRACT IF THERE IS ANY
DISCREPANCy.
lB. ALL PERMITS NECESSARY ARE TO BE
PROVIDED BY Tl-JE INSTALLING CONTRACTOR
UNLESS OTHERWISE SPECifiCALLY STATED.
1'1. REFER TO THE lANDSCAPE DRAWINGS
Hf-JEN LOCATING ALL IRRIGATION EQUIPMENT.
AllOW AMPLE ROOM NEAR PIPE, VALVES AND
OTHER EQUIPMENT FOR THE PLANTING OF
TREES AND HEDGES.
20. ALL HIRES SHALL BE INSTAllED IN "'lIRE
SLEEVES UNDER WALKS AND DRIVES.
1303
Site Concepts International, Inc.
JeffersDn Street, Suite 10D8 Napa, Co,
(707) 226-7483
J
I
'r'--~'
94559
I
~
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REVISIONS
NO, REMARKS
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DATE REMARKS
10/21104 100% SCtlEM. DESIGN
11/15/04 REVISIONS ,1,
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Site Concepts International, Inc,
1303 Jefferson Street, Suite 10DB Napa, Ca. 94559
(707) 226-7483
N.T.S.
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Site Concepts International, Inc.
1303 Jefferson Street, Suite 10DS Napa, Ca, 94559
(707) 226-7483
PROPOSED HOTEL PROJECT IDENTIFICATION
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NO. RaAARKS
GENERAL SUBMITTAL NOTES:
1. SEE ENGINEERS PLANS FOR DRAINAGE,
RETENTION, AND TREE DEMOLITION PLANS,
2. SEE ARG-1ITECTS PLANS FOR ALL COVERED
PARKING SPACES AND PARKING REQUIREMENTS,
3. SEE ENGINEElcS PLANS FOR TREE INVENTORY.
4. SEE ENGINEERS PLANS FOR PREVIOUS
SURFACE CALCUI.ATIONS.
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AREA CALCULATIONS.
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~ENERAL S FOR DRAINAGE,
I. SEE ENGINEERS ~i~N DEMOLITION P~~~R.ED
RETENTf~c~~~~TS PLANS F~~ ;~5UIREMENTS.
~A~~~G SPACES A~EA~~RF~R TREE INVENTORY.
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SURVEYOR'S REPORT
BOUNDARY SURVEY AND MEAN HIGH WATER UNE SURVEY:
2. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A COMMITMENT FOR TITLE
INSURANCE, PREPARED BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT NUMBER
220400345, EFFECTIVE DATE OF APRIL IS, 2004 AT 5:00PM: TOGETHER WITH ENDORSEMENT
DATED 5/27/04. THE LEGAL DESCRIPTION SHOWN HEREON FOR PARCELS I THROUGH 3 ARE AS
THEY APPEAR IN SAID COMMITMENT. [SHOWN AS (L) ON THE MAP OF SURVEY] THAT PORTION
OF THE LEGAL DESCRIPTION FOLLOWING "TOGETHER WITH:" WAS CREATED BY FLORIDA
DESIGN CONSULTANTS. INC AT THE REQUEST OF ROBERT F. GREENE, AND IS NOT INCLUDED
IN THE SUPPLIED COMMITMENT. [SHOWN AS (LI) ON THE MAP OF SURVEY]
6. Easement between Clearwater Beach Hotel Company. a Florida corporation, and
Florida Power Corporation dated June 6, 1968. recorded June 26. 1968 in Official
Records Book 2859, Page 76, of the Publ ic Records of Pinel las County, Florida.
[SHOWN AS (D) ON THE MAP OF SURVEY]
THE MAP AND THE REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER.
7. Easement over the South 25 feet thereof for street purposes as shown in that
certain instrument recorded in Deed Book 1550, Page 629, of the Publ ic Records
of Pinel las County. Florida. [AS SHOWN AS ON THE MAP OF SURVEY]
LEGAL DESCRIPnON:
(SEE DATA SOURCES 2)
PARCEL 1:
3. EASEMENTS AND RECORD DOCUMENTS WERE SUPPLIED TO THIS SURVEYOR WITH THE
COMMITMENT REFERENCED IN DATA SOURCES 2.
8. A pedestrian easement and walkway for the general public in perpetuity as
described and recorded in Official Records Book 2228. Page 719, of the Publ ic
Records of Pinel las County, Florida. [SHOWN AS (01) ON THE MAP OF SURVEY]
PART OF TRACT A OF A RE-SUBDIVISION OF BLOCK 10 AND I I. AND LOTS 2 TO 15.
INCLUSIVE, BLOCK 9. OF THE REVISED MAP OF CLEARWATER BEACH. AS RECORDED IN PLAT
BOOK 19, PAGE 96, OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA. DESCRIBED
AS FOLLOWS:
BEGIN AT THE SOUTHEAST CORNER OF THE SAID TRACT A AS SHOWN AS 3.68 ACRES. TO THE
POINT OF BEGINNING. BEING A POINT AT THE INTERSECTION OF THE NORTH LINE OF
BAYMONT STREET. AS SAID BAYMONT STREET IS SHOWN ON SAID RE-SUBD1VISION OF BLOCK
10 AND I I, AND LOTS 2 TO IS, INCLUSIVE, BLOCK 9. OF THE REVISED MAP OF
CLEARWATER BEACH. WITH THE WESTERLY LINE OF MANDALAY ROAD, AND RUN THESE
N20045'OO"E. 182.23 FEET: THENCE NOlo44'OO"E. I 10.51 FEET TO THE CENTERLINE OF
AMBLER STREET, SAID AMBLER STREET IS SHOWN AND DEDICATED AS A PUBLIC STREET IN
THE REVISED MAP OF CLEARWATER BEACH. AS RECORDED IN PLAT BOOK I I, PAGE 5. OF THE
PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA: THENCE WEST ALONG THE CENTERLINE OF
SAID AMBLER STREET 420.00 FEET. MORE OR LESS. TO THE WATER OF THE GULF OF
MEXICO: THENCE IN A SOUTHERLY DIRECTION ON A MEANDERING LINE ALONG THE WATERS OF
THE GULF OF MEXICO, 321.00 FEET. MORE OR LESS. TO THE CENTERLINE OF SAID BAYMONT
STREET; THENCE EAST 385.00 FEET. MORE OR LESS, ALONG SAID CENTERLINE OF BAYMONT
STREET TO A POINT 40.00 FEET SOUTH OF THE POINT OF BEGINNING; THENCE NORTH 40.00
FEET TO THE POINT OF BEGINNING.
4. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF THE FOLLOWING PLATS: (a) "A
RE-SUB OF BLOCKS 10-1 I LOTS 2 TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF
CLEARWATER BEACH". AS RECORDED IN PLAT BOOK 19. PAGE 96 [SHOWN AS (P) ON THE MAP
OF SURVEY]; (b) "MILLER'S REPLAT". AS RECORDED IN PLAT BOOK 26. PAGE 17 [SHOWN
AS (PI) ON THE MAP OF SURVEY]: (c) "CLEARWATER BEACH PARK". AS RECORDED IN PLAT
BOOK 10. PAGE 42 [SHIOWN AS (P2) ON THE MAP OF SURVEY]; AND (d) "REV I SED MAP OF
CLEARWATER BEACH", AS RECORDED IN PLAT BOOK II. PAGE 5; ALL OF THE PUBLIC
RECORDS OF PINELLAS COUNTY. FLORIDA.
15. Easement in favor of Florida Power Corporation dated November 8. 1976 and
recorded February 28, 1977 in Official Records Book 4515. Page 605. of the
Publ ic Records of Pinellas County. Florida. [THIS DOCUMENT DESCRIBES THE
EASEMENT AS "lying 5.0 feet on each side of the centerl ines of al I of GRANTEE'S
facilities", A BLANKET TYPE NON-PLOTTABLE EASEMEIIIT THAT ONLY AFFECTS TRACT A OF
PLAT BOOK 19, PAGE 96 AND LOTS I AND 10 AND THE SOUTH 80 FEET OF LOT 9 OF PLAT
BOOK 26. PAGE 17. AS SHOWN ON THE MAP OF SURVEY.]
16. Declaration of Transfer of Density dated April 8. 1987 and recorded Apri I
16,1987 in Official Records Book 6472, Page 1147. of the Public Records of
Pinellas County, Florida. [THIS DOCUMENT AFFECTS THE ENTIRE SUBJECT PROPERTY
ALONG WITH THE FOLLOWING WHICH IS NOT A PART OF THIS SURVEY: LOTS I THROUGH 5
AND LOTS 49 THROUGH 42 OF CLEARWATER BEACH PARK. AS RECORDED IN PLAT BOOK 10,
PAGE 42 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.)
5. ELEVATIONS FOR T'HIS SURVEY ARE BASED UPON THE NATIONAL GEODETIC SURVEY.
NORTH AMERICAN VERTICAL DATUM, 1988 ADJUSTMENT (NAVD 1988). CONTROL BENCHMARKS
UTI L I ZED ARE: (0) DIES I GNA TED "F 3" BY THE NA T 10NAL GEODETI C SURVEY. P I 0 - AG0504.
A FOUND CONCRETE MOI'IUMENT WITH A BRASS 0 I SK STAMPED "F 3". ELEV A TI ON = 2. 72
FEET, ADJUSTED: AND (b) DESIGNATED "AURAL A" BY THE NATIONAL GEODETIC SURVEY.
PID-AG0298. A FOUNID CONCRETE MONUMENT WITH A BRASS DISK STAMPED "AURAL A".
ELEVATION = 11.82 FEET, ADJUSTED: BOTH AS PUBLISHED BY THE NATIONAL GEODETIC
SURVEY WEB SITE AT HTTP://WWW.NGS.NOAA.GOV.
17. Distribution Easement in favor of Florida Power Corporation recorded
December 10. 1987 in Official Records Book 6640, Page 451. of the Publ ic Records
of Pinel las County. Florida. [THIS DOCUMENT DESCRIBES THE EASEMENT AS "that ten
foot wide strip of land lying five feet on each side of the centerl ine of
Grantee's foci I ities", A BLANKET TYPE NON-PLOTTABLE EASEMENT THAT AFFECT THE
ENTIRE SUBJECT PROPERTY.]
PARCEL 2:
6. THE MEAN HIGH WATER ELEVATION OF 0.62'(NAVD 1988).
PROCEDURAL APPROVAL WAS PROVIDED BY ALVIN GLOER.
DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF
L I M ITA TI ONS I I )
7, THIS SURVEY WAS P'REPARED WITH THE BENEFIT OF THE STATE OF FLORIDA DEPARTMENT
OF ENVIRONMENTAL PROTECTION "PINELLAS COUNTY COASTAL CONSTRUCTION CONTROL LINE
MAP OF RECORD". AS RECORDED IN BULK HEAD BOOK 2, PAGE 79 OF THE PUBLIC RECORDS
OF PINELLAS COUNTY. FLORIDA. [SHOWN AS (P3) ON THE MAP OF SURVEY]
THE SUBJECT PROPERTY APPEARS TO A BEACH RESORT (KNOWN AS THE CLEARWATER BEACH
HOTEL) LOCATED ON CLEARWATER BEACH. CITY OF CLEARWATER. FLORIDA. AND CONTAINS
IMPROVEMENTS NOT SHOWN ON THE MAP OF SURVEY, (SEE LIMITATIONS 12)
TIDAL EPOCH 1983-2001, AND
P.S.M.. OF THE FLORIDA
SURVEY AND MAPPING. (SEE
THE NORTH 20.00 FEET OF VACATED AMBLER STREET LYING WEST OF THE EAST LINE OF LOT
9, PROJECTED SOUTH A SHOWN ON THE PLAT OF MILLER'S REPLAT. AS RECORDED IN PLAT
BOOK 26. PAGE 17. OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
APPARENT PHYSICAL USE:
PARCEL 3:
LOT I AND 10 AND THE SOUTH 80.00 FEET OF LOT 9 OF MILLER'S REPLAT. AS RECORDED
IN PLAT BOOK 26. PAGE 17. OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA.
UMITA nONS:
PREPARED FOR:
[SHOWN AS (L) ON THE MAP OF SURVEY]
I. USE OF TH I S SURVIEY BY ANYONE OTHER THAN THOSE PREPARED FOR/CERTI F I ED TO WILL
BE THE RE-USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR.
JMC COMMUNITIES, INC.
TOGETHER WITH:
CERnAED TO:
The lands lying West of the Easterly Right-Of-Way I ine of Gulf Drive, os shown
on the Plot of CLEARWATER BEACH. os recorded in Plot Book 5, page 2 of the
Public Records of Pinellas County. Florida, lying East of the Mean High Water
Line of the Gulf of Mexico. lying North of the Westerly extension of the South
I ine of the North 20.00 feet of Ambler Street. as shown on said Plat of
CLEARWATER BEACH and the Plat of REVISED MAP OF CLEARWATER BEACH, os recorded in
Plat Book II, page 5 of the Public Records of Pinellos County. Florida. and
lying South of the Westerly extension of the North line of Lot I, MILLER'S
REPLAT, os recorded in Plat Book 26. page 17 of the Publ ic Records of Pinel las
County. Florida.
2. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS AFFECTING THIS PROPERTY
THAT MAY OR MAY NOT BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
JMC COMMUNITIES. INC.
CHICAGO TITLE INSURANCE COMPANY
GREENE AND SCHERMER
3. PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS. THERE MAY
BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION,
SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE:
4. CALCULATED (C) GEOMETRY SHOWN HEREON WAS CALCULATED USING FIELD LOCATED
POINTS AND CERTAIN PUBLISHED DATA.
DAVID WILLIAM McDANIEL
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 5840
STATE OF FLORIDA
ALL BEING MORE PARTICULARLY DESCRIBED AS:
5. 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 THUS CONSTITUTES NEITHER A GUARANTEE NOR A
WARRANTY.
A parcel of land being a portion of Tract A. "A RE-SUB OF BLOCKS 10-1 I AND LOTS
2 TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF CLEARWATER BEACH". as recorded in
Plat Book 19. page 96 of the Publ ic Records of Pinellas County, Florida,
together wi th Lot I, Lot 10 and the South 80.00 feet of Lot 9. "MILLER'S
REPLAT" , os recorded in Plat Book 26, page 17 of the Publ ic Records of Pinellos
County. Florida, together with a portion of vacated Right-of-way of Ambler
Street, according to said "MILLER'S REPLAT". together with a portion of vacated
Right-Of-way of Gulf Drive. according to "CLEARWATER BEACH". as recorded in Plat
Book 5. page 2 of the Publ ic Records of Pinellos County. Florida. together with
o portion of Sections 5 and 8. Township 29 South, Range 15 East, Pinellas
County. Florida, being more particularly described as fol lows:
6. SUBSURFACE FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED.
7. IRRIGATION EQUIPMENT AND/OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS
OTHERWISE SHOWN ON MAP OF SURVEY.
8, THE LOCATIONS OF THE UNDERGROUND UTILITIES AND/OR THEIR APPURTENANCES WERE
PERFORMED BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN ON THE MAP OF SURVEY. ONLY
THE UNDERGROUND UTILITIES AND/OR THEIR APPURTENANCES WHICH WERE VISIBLE FROM
GROUND LEVEL TO THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED
AND MAPPED. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED
BY THE SURVEYOR TO VERIFY THE EXISTENCE OF ANY UNDERGROUND UTILITIES AND/OR
THEIR APPURTENANCES, THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES AND/OR THEIR APPURTENANCES SHOWN COMPRISE ALL SUCH UTILITIES IN THE
AREA, EITHER IN SERVICE OR ABANDONED.
BEGIN at the Southeast corner of Tract A. "A RE-SUB OF BLOCKS 10-1 I AND LOTS 2
TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF CLEARWATER BEACH". as recorded in Plot
Book 19, page 96 of the Public Records of Pinellas County. Florida: thence
N2I037'34"E. along the East I ine of said Tract A, some being the West
Right-Of-Way I ine of Mandalay Avenue, according to said "A RE-SUB OF BLOCKS
10-1 I AND LOTS 2 TO 15 INCL, BLOCK 9 OF THE REVISED MAP OF CLEARWATER BEACH",
for 182.33 feet: thence continue along said East I ine of Tract A, same being
said West Right-of-Way line of Mondalay Avenue, N0204I'34"E. for 110.50 feet to
the point of intersection with the South Right-of-Way I ine of Ambler Street.
according to "MILLER'S REPLAT". as recorded in Plot Book 26. page 17 of the
Public Records of Pinellas County. Florida: thence N89006'59"W. along said South
Right-Of-Way I ine of Ambler Street. for 160.00 feet to the point of intersection
with the Southerly extension of the East line of Lot 9, said "MILLER'S REPLAT";
thence N0204I'34"E. along said Southerly extension of the East line of Lot 9.
and said East I ine of Lot 9. respectively. for 100,05 feet to the point of
intersection with the North I ine of the South 80.00 feet of said Lot 9: thence
N89006'59"W. along said North I ine of the South 80,00 feet of Lot 9. for 60.00
feet to the point of intersection with the West I ine of said Lot 9: thence
N0204I'34"E. along said West line of Lot 9. for 6.96 feet to the Northwest
corner of said Lot 9: thence N89006'59"W, along the North I ine of Lot 10. said
"MILLER'S REPLAT". the North I ine of Lot I. said "MILLER'S REPLAT". and the
Wester I y ex tens i on of sa i d Nor th line of Lot I. respect i ve I y. for 571.41 feet to
the point of intersection with elevation 0.62 feet. North American Vertical
Datum of 1988 (NAVD 1988). same being the point of intersection with the Mean
High Water Line of the Gulf of Mexico: thence the following nine (9) courses
along said elevation 0.62 feet, North American Vertical Datum of 1988 (NAVD
1988). some being said Mean High Water Line of the Gulf of Mexico; (I) thence
S04059'06"W. for 40.89 feet: (2) thence S05043'50"W. for 51.84 feet: (3) thence
S05052'49"W, for 51.04 feet; (4) thence S05035'41"W. for 49.79 feet; (5) thence
S07036'31"W. for 47,28 feet: (6) thence S060II'33"W. for 49.96 feet: (7) thence
S09002'38"W, for 51.54 feet: (8) thence S05053'20"W. for 49.11 feet; (9) thence
S08023'56"W. for 42.98 feet to the point of intersection with the Westerly
extension of the centerline of Baymont Street. according to said "A RE-SUB OF
BLOCKS 10-1 I AND LOTS 2 TO 15 INCL, BLOCK 9 OF THE REVISED MAP OF CLEARWATER
BEACH": thence leaving elevation 0.62 feet, North American Vertical Datum of
1988 (NAVD 1988), S89026'04"E, along said Westerly extension of the centerl ine
of Boymont Street and said centerl ine of Baymont Street, respectively. for
763.42 feet; thence leaving said centerl ine of Baymont Street. Nooo33'56"E. for
40.00 feet to the POINT OF BEGINNING.
9. HORIZONTAL DIMENSIONS FROM BOUNDARY LINES TO LOCATED ITEMS WHICH USE
SYMBOLS. (SEE SYMBOLS LEGEND) ARE MEASURED TO THEIR CENTER.
10. NO INFORMATION ON ADJACENT PROPERTY OWNERS WAS SUPPLIED TO THIS SURVEYOR.
II. ELEVATION 0.62' (NAVD 1988) WAS ESTABLISHED IN THE FIELD AND HORIZONTALLY
LOCATED BY FLORIDA DESIGN CONSULTANTS. INC. ON JUNE 21. 2004, (AS SHOWN ON THE
OF SURVEY)
12. NO MAPPING OF INTERIOR FEATURES WAS PERFORMED. ONLY THE VISIBLE
IMPROVEMENTS WHICH ARE NEAR OR CROSSOVER THE SUBJECT PROPERTY BOUNDARY LINES
WERE MAPPED AND SHOWN ON THE MAP OF SURVEY,
ABBREVlA TlQNS LEGEND.
AC
A/C
ADW
ADS
ASPH
B/C
BCCM
BFPD
BLDG
BNDY
BWF
(C)
C/C
CCCL
CCR
CDW
CI
~
CLF
CM
CMP
CO
CONC
COR
CPB
CIS
C/T
DB
DCVA
DNR
DEPT
DIA
DIP
DMH
E
ECMP
EL
EOW
E/P
ERCP
ESMT
(F)
FCM
FOOT
FH
FIR
13. SUBJECT PROPERTY LIES WITHIN FLOOD ZONES AE(EL I I). AE(EL 12). VE(EL 13),
VE(EL 14) AND VE(EL 16). (BASE FLOOD ELEVATIONS ARE THE "EL" NUMBERS). PER FLOOD
INSURANCE RATE MAP. IMAP NUMBER 12103C0102G. EFFECTIVE DATE SEPTEMBER 3. 2003.
THE FLOOD ZONE LINES SHOWN ON THE MAP OF SURVEY WERE SCALED FROM THE ABOVE
REFERENCED FEDERAL EMERGENCY MANAGEMENT AGENCY MAP. THE FLOOD INSURANCE RATE MAP
ZONE LINES SHOWN ARE APPROXIMATE. AN ACCURATE ZONE LINE DETERMINATION SHOULD BE
MADE BY THE PREPARER OF THE 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 LINES AS SHOWN. THE ABOVE REFERENCED FEDERAL
EMERGENCY MANAGEMENT AGENCY MAP STATES IN THE NOTES TO THE USER THAT: (a) "THIS
MAP IS FOR USE I~ ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM: IT DOES
NOT NECESSARILY IDEN/TlFY ALL AREAS SUBJECT TO FLOODING": (b) "FLOOD ELEVATIONS
ON THIS MAP ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. THESE
FLOOD ELEVATIONS MUST BE COMPARED TO STRUCTURE AND GROUND ELEVATIONS REFERENCED
TO THE SAME DATUM."
SYMBOLS LEGEND
+ = Aerial Target
. = Bench Mark
9'?. = Cable TV Paint Stripe
~ = Cable TV Box
@ = Communications Manhole
. = Concrete Light Pole
. = Concrete Post
~ = Concrete Utility Pole
@ = Drainage Manhole
m = Electric Box
@ = Electric Manhole
FPCPS = FPC Paint Stripe
.Jj;l:, = FPC Pedestal
~ = Fire Hydrant
<E> = Flog Pole
F = Gas Line Marker
R, = Gas Filler Cap
l5<I = Gas Valve
~ = Gas Meter Box
~P~ = Gas Line Paint Stripe
ItiI = Grate Inlet
@ = GTE Manhole
J;:t = GTE Pedestal
F = GTE Marker
-) = Guy Wire
x:x = Light Pole
Ifim] = Mail Box
ED =
e =
~ =
E..WP,2 =
1ID5l=
~ =
@ =
o =
[SHOWN AS (LI) ON THE MAP OF SURVEY]
3. THE RIGHT-OF-WAlY FOR MANDALAY AVENUE IS BY THE PLAT OF "REVISED MAP OF
CLEARWATER BEACH". (SEE DATA SOURCES 4d)
Metal Post
Monitoring WEllI
Parking Meter
Reclaimed Welter Paint Stripe
Reclaimed Water Box
Reclaimed Water Valve
Sanitary Sewer Manhole
Sanitary Cleanout
Sanitary Sewer Paint Stripe
Section CornE~r
Siamese Connection
Sign
Sprinkler Control Box
Sprinkler Head
Storm Water Paint Stripe
= Traffic Signal Box
= Traffic Signal Pole
= Water Line p(Jint Stripe
[!ID = Water Meter
~ = Water Valve
= Wood Utility Pole
= Wood Light Pole
SANPS =
BOUNDARY INCONSISTENCIES:
~=
1!,=
I. ANY ANGULAR AND/OR DIMENSIONAL DISCREPANCIES BETWEEN THE LEGAL DESCRIPTION(S)
AND THE FIELD LOCATED OCCUPATION BOUNDARY CORNERS. AND BOUNDARY CORNERS WITH
MULTIPLE BOUNDARY MONUMENTS ALONG WITH THEIR CORRESPONDING QUADRANT DIRECTIONAL
MISSES. ARE SHOWN ON MAP OF SURVEY.
--v- =
~=
~ =
EASEMENTS/RIGHTS-OF-WA Y:
STMPS =
Containing 320.797 square feet or 7.364 acres. more or less.
I, SEE LIMITATIONS 2
~
Error of closure: 0.0095 feet (LCS)
2. SEE DATA SOURCES 2 AND 3
II:eI
WPS
ACCURACY:
~
~
I. THE HORIZONTAL POSITIONS FOR THIS SURVEY WERE DERIVED FROM A CONVENTIONAL
GROUND TRAVERSE. THE ACCURACY STANDARD USED FOR THIS SURVEY. AS CLASSIFlED IN
THE MINIMUM TECHNICAL STANDARDS (6IGI7-6 FAC). IS "COrv'MERCIAL/HIGH RISK". THE
M I N I f.1UM RELA T I VE D I STANCE ACCURACY FOR TH I S TYPE OF SURVEY I S I FOOT I N 10.000
FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC
FIGURE WAS I FOOT IN 74.701 FEET.
4. THE RIGHT-OF-WAY FOR BAYMONT STREET IS BY THE PLAT OF "CLEARWATER BEACH PARK"
(SEE DATA SOURCES 4c) AND "A RE-SUB OF BLOCKS 10-11 LOTS 2 TO 15 INCL. BLOCK 9
OF THE REVISED MAP OF CLEARWATER BEACH"(SEE DATA SOURCES 40). THE NORTH 15.00
FEET WAS VACATED BY DEED BOOK 1417. PAGE 134 OF THE PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA. N/O DOCUMENTATION ON THE VACATION OF RIGHT-OF-WAY FOR THE 25'
STRIP AS SHOWN ON T~E MAP OF SURVEY (THE SOUTH 25 FEET OF THIS SUBJECT PROPERTY)
WAS SUPPLIED TO THIS SURVEYOR.
(t = Wood Post
'),~
1:>'
-+- = Point of Elevation
25.2' = Calculated Dimension from Structure
-=- to Boundary / Right-of-Way Line
2, HORIZONTAL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE, OR
DEVICES WITH EQUIVALENT OR HIGHER DEGREES OF ACCURACY.
5. THE RIGHT-OF-WAY FOR AMBLER STREET IS BY THE PLAT OF "MILLER'S REPLAT". (SEE
DATA SOURCES 4b)
3. THE FIELD MEASURED VERTICAL CONTROL FOR ELEVATION INFORMATION SHOWN UPON THE
SURVEY MAP IS BASED ON A LEVEL LOOP USING DIFFERENTIAL LEVELING TECHNIQUES.
CLOSURE ACHIEVED IS 0.046 FEET ERROR IN A 1.91 I MILE LOOP LENGTH WHICH EXCEEDS
THE MINIMUM ACCURACY REQUIREMENT CALCULATED AT A MAXIMUM MIS-CLOSURE OF 0,069
FEET.
6. THE RIGHT-OF-WAY FOR GULF DRIVE. ADJACENT TO THE SUBJECT PROPERTY,
VACATED BY CITY OF CLEARWATER ORDINANCE NUMBER 294.
WAS
THE FOLLOWING ARE PER SCHEDULE B - SECTION 2 OF THE COMMITMENT REFERENCED IN
DATA SOURCES 2: [NUMBERS CORRESPOND WITH THE COMMITMENT]
DATA SOURCES:
5. Restrictions as $hown on the plot of this subdivision reflects 0 20 foot
bui Iding I ine setbo~k on each side of Gulf Boulevard (now Gulfview Boulevard).
The following restrictions appear in Warranty Deed dated July 14. 1925 as
recorded in Deed Record 307. Page 106. and in Warranty Deed dated October 14,
1926 and recorded in Deed Record 464. Page 351. as to said Lots I through 5,
i n c Ius i ve : " . . . any b u i I din g ere c t e don any f i f t Y ( 50) fee t 0 f the 0 b 0 v e
described property other than a garage for private use shol I cost not less then
Fi ve Thousand and NOI/IOO ($5.000.00)." The same restr i ct ions appear in Warranty
Deed dated June 3. 1925 and recorded in Deed Book 553. Page 449. as to said Lots
49 and 50. [THESE RE:STR I CTI ONS DO NOT AFFECT TH I S SUB JECT PROPERTY]
I. THE BASIS OF BEARINGS FOR THIS SURVEY IS AN EAST LINE OF TRACT A, "A RE-SUB
OF BLOCKS 10-11 LOTS 2 TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF CLEARWATER
BEACH". AS RECORDED IN PLAT BOOK 19. PAGE 96 OF THE PUBLIC RECORDS OF PINELLAS
COUNTY, BEING ASSUMED AS N2I037'34"E. AND IS SHOWN ON THE MAP OF SURVEY.
SUBJECT:
SHEET DESCRIPTION:
~
) FLORIDA DESIGN CONSUL T ANTS, INC.
11 V ENGINEERS. ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS
3030 Starkey Blvd. New Port Richey FL, 34655
Tel: (727) 849-7588 - Fox: (727) 848-3648
Certificate of Authorization: LB 6707
State of Florida
NO.
CHECKED
L. SUTTLEHAN
HOTEL
BOUNDARY SURVEY
AND MEAN HIGH WATER
LINE SURVEY
REVISE WALL AND PUMP STATION DESCRIPTIONS
CLEARW A TER
BEACH
NORTH BLOCK
QUALITY. CONTROL
L. SUTTLEHAN
D. McDANIEL
9 27--04
DATE
REVISIONS
= Acres
= Air Conditioner
= Asphalt Driweway
= Advance Drainage Systems
= Asphalt
= Bock of Curb
= Boord of County Commissioners Minutes Book
= Back Flow Prevention Device
= Building
= Boundary
= Barb Wire F,ence
= Calculated Data
= Covered Concrete
= Coastal Conlstruction Control Line
= Certified Comer Record
= Concrete Df'iveway
= Curb Inlet
= Center Line
= Chain Link Fence
= Concrete Monument
= Corrugated Metal Pipe
= Clean out
= Concrete
= Corner
= Condo Plat Book
= Concrete Slab
= Curb Tie
= Deed Book
= Double Check Valve Assembly
= Department of Natural Resources
= Deportment
= Diameter
= Ductile Iron Pipe
= Drainage Manhole
= East
= Elliptical Corrugated Metal Pipe
= Elevation
= Edge of Water
= Edge of Pavement
= Elliptical Reinforced Concrete Pipe
= Easement
= Field Data
= Found Conclrete Monument
= Florida Department of Transportation
= Fire Hydrant
= Found Iron Rod and Cap
SHEET INDEX.
FN
FN)
FN&D
FFE
FN&TT
FOP
FPB
FPC
FPP
FRRS
FT
F/T
FXC
G/A
GE
GI
GV
IE
INV
LB
LP
LS
MAS
MES
MH
MHW
MOL
N
N/C
N/F
NAD
NAVD
NGS
NGVD
NP
(NR)
O/A
OHW
OR
(PA)
PB
PC
PCED
PCP
PG(S)
PI
Sections 5 & 8t Township 29 Southt Range 15 Eastt
City of Clearwater. County of Pinellas. State of Florida
LlNETYPE LEGEND
^
^
^
= Boundary Line
= Center Line
= Easement Line
= Edge of Water
= Jurisdictional Line
= Right-Of-Way Line
= Section Line
= Top Bank or Top of Berm
= Toe of Slope or Grade Break
DOCUMENT LEGEND
!L) = LEGAL DESCRIPTION DATA
P) = PLAT BOOK 19, PAGE 96 DATA
P1) = PLAT BOOK 26. PAGE 17 DATA
(P2) = PLAT BOOK 10, PAGE 42 DATA
(P3) = BULK HEAD BOOK 2. PAGE 79 DATA
(D) = OFFICIAL RECORDS BOOK 2859, PAGE 76 DATA
(D1) = OFFICIAL RECORDS BOOK 2228, PAGE 719 DATA
= Found Nail
= Found
= Found Nail and Disk
= Finished Floor Elevation
= Found Nail and Tin Tab
= Found Open End Iron Pipe
= Florida Power Corporation Box
= Florida Power Corporation
= Found Pinched Iron Pipe
= Found Railroad Spike
= Feet
= Fence Tie
= Found X-cut
= Guy Wire Anchor
= Grate Elevation
= Grate Inlet
= Gas Valve
= Invert Elevation
= Invert
= Corporate Certification Number
= Light Pole
= Licensed Surveyor
= Masonry
= Mitered End Section
= Manhole
= Mean High Water
= More or Less
= North
= No Cap
= Not Found
= North American Datum
= North American Vertical Datum
= National Geodetic Survey
= National Geodetic Vertical Datum
= Normal Pool Elevation
= Non Radial
= Overall
= Overhead Wire
= Official Record Book
= Property Appraisers Map Data
= Plat Book
= Point of Curvature
= Pinellas County Engineering Department
= Permanent Control Point
= Pages
= Point of Intersection
JOB NUMBER. I EPN,
997-250 I 53
PROJECT DATA BASE.
157
FIELD BOOK NUMBER a PAGES.
1181/6-27 & 1182/6-14
LAST DATE OF ORIGINAL FaD WORK.
6-21-2D04
1. SURVEYOR'S REPORT
2. MAP OF SURVEY
BY
LCS ADDITIONS OR DELETIONS TO SURVEY MAPS
QUALITY OR REPORTS BY OTHER THAN lHE SIGNING
CONTROL PARTY OR PARTIES IS PROHIBITED.
NONE
LCS
SCALE,
PID
IE
PLS
POB
POC
POL
PRM
PSM
PT
PVC
(R)
RCP
RLS
RNG
R/W
S
SCM
SEC
SHW
SIR
SIR(W)
SMH
SN&D
SN&D(W) =
SQ
SR
STY
S/W
TBM
TOB
TRAV
(TYP)
TWP
U/P
VCP
W
W/
W/F
WM
WUP
WIT
WV
= Permanent Identification Number
= Property Line
= Professional Land Surveyor
= Point of Beginning
= Point of Commencement
= Point on Line
= Permanent Reference Monument
= Professional Surveyor and Mapper
= Point of Tangency \ Point
= Polyvinyl Chloride Pipe
= Recorded Data
= Reinforced Concrete Pipe
= Registered Land Surveyor
= Range
= Right of Way
= South
= Set Concrete Monument, 4"x4", PRM LB 6707
= Section
= Seasonal High Water Elevation
= Set 5/8"lron Rod and Cap, FOC LB 6707
= Set 5/8"lron Rod and Cap. FOC LB 6707 WITNESS PT
= Sanitary Manhole
= Set Nail and Disk, FOC LB 6707
Set Nail and Disk, FOC LB 6707 WITNESS PT
= Square
= State Road
= Story
= Sidewalk
= Temporary Benchmark
= Top of Bank
= Traverse
xx'
xx'
xx"
= Typical
= Township
= Utility Pole
= Vitrified Clay Pipe
= West
= With
= Wood Fence
= Water Meter
= Wood Utility Pole
= Wall Tie
= Water Valve
= De,grees
= Minutes (Bearings)
= Seconds (Bearing)
= Feet (Distances)
.
xx
.
SURVEY MAP AND REPORT. OR THE COPIES THEREOF ARE NOT
VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A Ft.ORIDA LICENSED SURVEYOR AND MAPPER.
<'.J' '. . . ~ ".' ^' .~ r - ..:::>
,. . DAVID WILLlAM'McDANIEL
PROFESSIONAL,., SUBVEXO:RAND MAPPER
LICENSE NUMBER':-U~ 5840
ST A TE OF FLORIDA
SHEET
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PEDESTRIAN EASEMENT
PER ORB 2228, PG 719(D1)
(]'- - - - - - - - - - - - -.,
:r 10'(D1)l
t_____________JJ _
I
\
FN&D PRM 3138
FND X CUT
Sections 5 & 8, Township 29 South, Range 15 East,
City of Clearwater, County of Pinellas, State of Florida
DETAIL A
NOT TO SCALE
ROCKAWAY ST(F)
40' R/W PER PB 11, PG 5 I 2,04'N, O.OO'E
60'(Pl)- - - ~- - -@
D
I
I
LOT 4
(3'-;:"
~~
. :;=
/ ..... ~
~ 8 ~
LOT 2 ~;,. ;...
"';- co
0-
UJ~ ~g ~g I
N UNE OF ~; NUNEOFSSO'lOT9(ll)~; \ ~~
N UNE OF lOT l(ll) lOT 10(ll)\ ~ ~ N89Y\.:!',S9-W(L1,F) ~ ~ I 8.0::
SN&D TaM FOC LB 6707......... vg \ ~ ~
EL=6.70' (NAVD 1988) ~ 186.13'(F) TO WITNESS 124.28'(C) TO CCCL 6000 (L1 P1 C) ~ b
" kO'7' MAS WALL. " METAL STAIRS . 0
~SEE DETAIL A ,'" 1-STY ,', 1'.. ~ NW COR SS.OO'(F)~ 2-STY MAS '/;SIR(W) II ~;
N89Y\.:!'S9-W(L1 F) . ( ) COVERED :~\~';-WOOD ~LOG~~ I 'a CONC /lOT 9(ll) SLOG # 19/ S 00. N I ~ 0
~. .' SND W CONC J " C.ON.C~ ~~:9~)(C)~:':'~:~'\.~' ~~ 60'(Pl) ~Pr~1.~,~N :1: HOSE BIB \ ~ ~ BLDG OVERH~NG UJ
1ST STY WOOD DECK L I ~~"',-,- "~:..: MAS BLOG~'" ' <:~"~~0:>'><~i'-' -' F/T-0.S'S,O.3'W ,I ( ...c" KO ,SLOG # 23 \
2ND STY CONI BALCONY ~~" '\:-.... I "'.... '- ",-",::.-~.....", W UNE lOT 9(l1) SIR ~, .... q,.~ ~ 2.3E 1 1
I ~~~.... N02.41 '34-E(L1 ,F) ASPH PARKING ~ /' 'II ~ ~ \ I
11j/~/:/,///'/, - 6.96'(L1.F)" E/P-5.0'W lL ~b:' SIR(W)
~/L/'/ ~ ~ ~ METAL SHED r 0::":0' " \.. ~ I
III~'JJ ~;K ~ / ~ ~ W/WOOD FLOOR &i g,:i Cg. S.OO. W ~ LOT 7
W// /1'/ LOT 1 LOT 10 OJ ---- ... ~ ~iO'5 OJ f
LOT 9 :i ~,." 8 q;:: II :.:
d lZ iD~d8~ r FCM 4"x4"
/ PARCEL 3(L) ASPH PARKING ~ w I ~ 2 .... IJJ LOT 8 O.os's, 0.06'E 1 FND X CUT
o / 1-STY (D
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- MHW LINE FIELD LOCATION
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TOTAL AREA=
320.797 SQ FT OR
7.364 AC. MOL
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
3030 5forkey Blvd. New Porf Riche)' FL, 34655
Tel: (727) 849-7588 - Fox: (727) 848-3648
Certificate of Authorization: LB 6707
State of Florida
.~'0 ,8 SND(W)
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, NO R/W VACATION DOCUMENT PROVIDED
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PB 10. PG 42 I
SUBJIECT:
SHEET DESCRIPTION:
SHEET INDEX.
JOB NUMBER,
997-250
EPN,
S3
SURVEY MAP AND REPORT. OR THE COPIES THEREOF ARE NOT
VALID WITHOUT THE SIGNA TlJRE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA' '-ICENSED SURVEYOR AND MAPPER.
, <~~~, ,~':~~. ~ . . .t. "', -
- ~~vl:t;ioC';2~~D:::::>
PROFESSJONAL SURVEYOfh.AND MAPPER
, LICENSE NUMBER LS 5840
, STAlE OF FLORIDA
CLEARWATER BEACH HOTEL
NORTH BLOCK
BOUNDARY SURVEY
AND MEAN HIGH WATER
LINE SURVEY
1. SURVEYOR'S REPORT
2. MAP OF SURVEY
PROJECT DATA BASE,
157
FIELD BOOK NUMBER & PAGES.
1181/6-27 & 1182/6-14
LAST DATE OF ORIGINAL FELD WORK,
6-21-2004
ADDITIONS OR DELETIONS TO SURVEY MAPS
OR REPORTS BY OTHER THAN THE SIGNING
PARTY OR PARTIES IS PROHIBITED.
9-27-04
REVISE WALL AND PUMP STATION DESCRIPTIONS
LCS
lCS
QUALITY
CONTROL
SCALE.
NO.
REVISIONS
BY
1" = 30.
DATE
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CHECKED
L. SUTTLEHAN
QUALITY CONTROL
D. McDANIEL
SURVEYOR'S REPORT
BOUNDARY SURVEY:
THE MAP AND THE REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER.
LEGAL DESCRIPllON:
(SEE DATA SOURCES 2)
PARCEL 1
Lots I through 13 and Lots 49 through 56. both inclusive. CLEARWATER BEACH PARK.
as per plat thereof recorded in Plat Book 10. Page 42. of the Publ ic Records of
Pinellas County. Florida.
PARCEL 2
Lots 43 through 48. Lots 65 through 71. and the South 14.75 feet of Lot 64.
CLEARWATER BEACH PARK. as per plat thereof recorded in Plat Book 10. Page 42. of
the Public Records of Pinellas County. Florida.
ACCURACY:
I. THE HORIZONTAL POSITIONS FOR THIS SURVEY WERE DERIVED FROM A CONVENTIONAL
GROUND TRAVERSE, THE ACCURACY STANDARD USED FOR THIS SURVEY. AS CLASSIFIED IN
THE MINIMUM TECHNICAL STANDARDS (6IGI7-6 FAC). IS "COMvlERCIAL/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 WAS I FOOT IN 53.613 FEET.
2. HORIZONTAL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE. OR
DEVICES WITH EQUIVALENT OR HIGHER DEGREES OF ACCURACY,
DATA SOURCES:
I. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE WEST RIGHT-OF-WAY LINE OF NORTH
GULFVIEW BOULEVARD (GULF BLVD BY PLAT). BEING ASSUMED AS S07005'23"W. AND IS
SHOWN ON THE MAP OF SURVEY.
2. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A CHICAGO TITLE INSURANCE
COMPANY COMMITMENT FOR TITLE INSURANCE. ISSUED BY GREENE a SCHERMER, COMMITMENT
NUMBER 220300496. EFFECTIVE DATE OF SEPTEMBER 13. 2004 AT 5:00 PM. THE LEGAL
DESCRIPTION SHOWN HEREON IS AS IT APPEARS IN SAID COMMITMENT.
3, EASEMENTS AND RECORD DOCUMENTS WERE SUPPLIED TO THIS SURVEYOR WITH THE
COMMITMENT REFERENCED IN DATA SOURCES 2,
4. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF THE FOLLOWING PLATS: (a) "A
RE-SUB OF BLOCKS 10-1 I LOTS 2 TO 15 INCL. BLOCK 9 OF THE REVISED MAP OF
CLEARWATER BEACH". AS RECORDED IN PLAT BOOK 19. PAGE 96 [SHOWN AS (P) ON THE MAP
OF SURVEY]; (b) "FIRST ADDITION TO CLEARWATER BEACH PARK". AS RECORDED IN PLAT
BOOK 15. PAGE 80; (c) "CLEARWATER BEACH PARK". AS RECORDED IN PLAT BOOK 10. PAGE
42 [SHOWN AS (P2) ON THE MAP OF SURVEY]; AND (d) "REVISED MAP OF CLEARWATER
BEACH" . AS RECORDED I N PLAT BOOK I I. PAGE 5; ALL OF THE PUBL I C RECORDS OF
PINELLAS COUNTY. FLORIDA.
5. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF THE STATE OF FLORIDA DEPARTMENT
OF ENVIRONMENTAL PROTECTION "PINELLAS COUNTY COASTAL CONSTRUCTION CONTROL LINE
MAP OF RECORD". AS RECORDED IN BULK HEAD BOOK 2. PAGE 79 OF THE PUBLIC RECORDS
OF PINELLAS COUNTY. FLORIDA. [SHOWN AS (P3) ON THE MAP OF SURVEY]
UtA IT A llONS:
I, USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR/CERTIFIED TO WILL
BE THE RE-USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR.
2. THERE MAY BE ADD I T I ONAL EASEMENTS AND/OR RESTR I CTI ONS AFFECT! NG "!-II S PROPERTY
THAT MAY OR MAY NOT BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
3. PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS. THERE MAY
BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION.
4. CALCULATED (C) GEOMETRY SHOWN HEREON WAS CALCULATED USING fiELD LOCATED
POINTS AND CERTAIN PUBLISHED DATA.
5. 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 THUS CONSTITUTES NEITHER A GUARANTEE NOR A
WARRANTY.
6. SUBSURFACE FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED.
7. IRRIGATION EQUIPMENT AND/OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS
OTHERWISE SHOWN ON MAP OF SURVEY.
8. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND/OR THEIR APPURTENANCES WERE
PERFORMED BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN ON THE MAP OF SURVEY. ONLY
THE UNDERGROUND UTILITIES AND/OR THEIR APPURTENANCES WHICH WERE VISIBLE FROM
GROUND LEVEL TO THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED
AND MAPPED. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED
BY THE SURVEYOR TO VERIFY THE EXISTENCE OF ANY UNDERGROUND UTILITIES AND/OR
THEIR APPURTENANCES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES AND/OR THEIR APPURTENANCES SHOWN COMPRISE ALL SUCH UTILITIES IN THE
AREA. EITHER IN SERVICE OR ABANDONED.
9. HORIZONTAL DIMENSIONS FROM BOUNDARY LINES TO LOCATED ITEMS WHICH USE
SYMBOLS. (SEE SYMBOLS LEGEND) ARE MEASURED TO THEIR CENTER,
10. NO INFORMATION ON ADJACENT PROPERTY OWNERS WAS SUPPLIED TO THIS SURVEYOR.
II. LEFT BLANK INTENTIONALLY.
12. NO MAPPING OF INTERIOR FEATURES WAS PERFORMED. ONLY THE VISIBLE
IMPROVEMENTS WHICH ARE NEAR OR CROSSOVER THE SUBJECT PROPERTY BOUNDARY LINES
WERE MAPPED AND SHOWN ON THE MAP OF SURVEY.
13, SUBJECT PROPERTY LIES WITHIN FLOOD ZONES AE(EL I I), AE(EL 12) AND VE(EL
13). BASE FLOOD ELEVATIONS ARE THE "EL" NUMBERS. PER FLOOD INSURANCE RATE MAP.
MAP NUMBER 12103C0102G. EFFECTIVE DATE SEPTEMBER 3. 2003.
THE FLOOD ZONE LINES SHOWN ON THE MAP OF SURVEY WERE SCALED FROM THE ABOVE
REFERENCED FEDERAL EMERGENCY MANAGEMENT AGENCY MAP. THE FLOOD INSURANCE RATE MAP
ZONE LINES SHOWN ARE APPROXIMATE. AN ACCURATE ZONE LINE DETERMINATION SHOULD BE
MADE BY THE PREPARER OF THE 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 LINES AS SHOWN. THE ABOVE REFERENCED FEDERAL
EMERGENCY MANAGEMENT AGENCY MAP STATES IN THE NOTES TO THE USER THAT: (a) "THIS
MAP IS FOR USE IN ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM; IT DOES
NOT NECESSARILY IDENTIFY ALL AREAS SUBJECT TO FLOODING"; (b) "FLOOD ELEVATIONS
ON THIS MAP ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. THESE
FLOOD ELEVATIONS MUST BE COMPARED TO STRUCTURE AND GROUND ELEVATIONS REFERENCED
TO THE SAME DATUM."
~
FLORIDA DESIGN CONSUL T ANTS, INC.
11 '1) ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
, 3030 Starkey Blvd. New Port Riche)' FL, 34655
Tel: (727) 849-7588 - Fox: (727) 848-3648
Certificate of Authorization: LB 6707
State of Florida
BOUNDARY INCONSISTENCIES:
I. ANY ANGULAR AND/OR DIMENSIONAL DISCREPANCIES BETWEEN THE LEGAL DESCRIPTION(S)
AND THE FIELD LOCATED OCCUPATION BOUNDARY CORNERS. AND BOUNDARY CORNERS WITH
MULTIPLE BOUNDARY MONUMENTS ALONG WITH THEIR CORRESPONDING QUADRANT DIRECTIONAL
MISSES. ARE SHOWN ON MAP OF SURVEY.
2. THE FOLLOWING ITEMS WERE UTILIZED TO PERFORM THE MATHEMATICAL CALCULATIONS
NECESSARY TO DETERMINE THE DIMENSIONS OF LOTS 43 THROUGH 71. "CLEARWATER BEACH
PARK". (SEE DATA SOURCES 4c) AND A PORTION OF THE SUBJECT PROPERTY:
(a) THE OVERALL DIMENSION FOR THE EAST RIGHT-OF-WAY OF NORTH GULFVIEW BLVD (GULF
BLVD BY PLAT) IS CALCULATED TO BE 347.20 FEET. THE FIELD MEASURED DIMENSION WAS
FOUND TO BE 347.14 FEET. THE RESULTING 0.06 FOOT DEFICIENCY WAS PROPORTIONED AT
0.000173' PER FOOT.
(b) THE OVERALL DIMENSION FOR THE WEST RIGHT-OF-WAY OF MANDALAY AVENUE (CAUSEWAY
BLVD BY PLAT) IS CALCULATED TO BE 370.70 FEET. THE FIELD MEASURED DIMENSION WAS
FOUND TO BE 369.82 FEET. THE RESULTING 0.88 FOOT DEFICIENCY WAS PROPORTIONED AT
0.00237' PER FOOT.
EASEMENTS/RIGHTS-OF-WA Y:
I. SEE LIMITATIONS 2
2. SEE DATA SOURCES 2 AND 3
3. THE RIGHT-OF-WAY FOR MANDALAY AVENUE (CAUSEWAY BOULEVARD BY PLAT) IS BY THE
PLAT OF "FIRST ADDITION TO CLEARWATER BEACH PARK". AS RECORDED IN PLAT BOOK 15.
PAGE 80. (SEE DATA SOURCES 4d)
4. THE RIGHT-OF-WAY FOR BAYMONT STREET IS BY THE PLAT OF "CLEARWATER BEACH PARK
" (SEE DATA SOURCES 4c) AND "A RE-SUB OF BLOCKS 10-1 I LOTS 2 TO 15 INCL. BLOCK 9
OF THE REVISED MAP OF CLEARWATER BEACH"(SEE DATA SOURCES 4a).
5. THE RIGHT-OF-WAY FOR NORTH GULFVIEW BOULEVARD (GULF BOULEVARD BY PLAT) IS BY
THE PLAT OF "CLEARWATER BEACH PARK" (SEE DATA SOURCES 4c).
6. THE RIGHT-OF-WAY FOR BEACH DRIVE IS BY THE PLAT OF "CLEARWATER BEACH PARK"
(SEE DATA SOURCES 4c).
THE FOLLOWING ARE PER SCHEDULE B - SECTION 2 OF THE COMMITMENT REFERENCED IN
DATA SOURCES 2: [NUMBERS WITHIN (I) CORRESPOND WITH THE COMMITMENT]
7. (5) Distribution Easement made by and between Edwin R. Hunter and Florida
Power Corporation fl led October 24. 1985 in Official Records Book 6345. Page
1137. of the Public Records of Pinellas County. Florida. [THIS DOCUMENT
DESCRIBES THE EASEMENT AS "that ten foot wide strip of land lying five he~ on
e a c h sid e 0 f the c e n te r I i n e 0 f G ran tee's f a c i lit i e s". A BLANKET TYPE
NON-PLOTTABLE EASEMENT THAT AFFECTS LOTS I THROUGH 5 AND LOTS 49 THROUGH 52.
"CLEARWATER BEACH PARK" ONLY.]
8. (6) Terms and conditions of that certain Stipulated Motion for Entry of Final
Judgment by Consent/Settlement Agreement recorded in Official Records Boo:\ 6977.
Page 482. of the Public Records of Pinellas County. Florida. [THIS DOI:UMENT
AFFECTS LANDS WEST OF AND ADJACENT TO LOTS I THROUGH 13. "CLEARWATER BEACH
PARK" J
9, (7) Building Line as set fourth upon the Plat of Clearwater Beach. ac~ording
to the plat thereof recorded in Plot Book 10. Page 42. of the Public Records of
Pinellas County, Florida, [SHOWN AS (P2) ON THE MAP OF SURVEY]
10. (9) Terms. provisions. stipulations and conditions contained within Permit
as recorded in Deed Book 1258. Page 479. of the Public Records of Pinellas
County. Florida. [THIS DOCUMENT IS A PERMIT FOR LOTS I THROUGH 5 "CLEARWA-i'ER
BEACH PARK" OF THIS SURVEY]
II. (10) Easement granted to Florida Power Corporation recorded in Official
Records Book 4345. Page 941. of the Public Records of Pinellas County. Florida,
[THIS DOCUMENT DESCRIBES THE EASEMENT AS "lying 5,0 feet on each side of the
centerl ine of GRANTEE'S faci I ities". A BLANKET TYPE NON-PLOTTABLE EASEMENT THAT
AFFECTS LOTS 47. 48. 66 and 67. "CLEARWATER BEACH PARK" ONLY.]
12. (II) Easement Agreement os set out in Warranty Deed dated May I. 1950 and
recorded in Deed Book 1267. Page 137. of the Publ ic Records of Pinel las County.
Florida, [SHOWN AS (02) ON THE MAP OF SURVEY]
13. (13) Notice to Lien Claimants filed May 15. 1998 in Official Records Book
10097. Page 1637. of the Public Records of Pinellas County. Florida. [THIS
DOCUMENT AFFECTS THE ENTIRE PARCEL 2 OF THIS SURVEY]
APPARENT PHYSICAL USE:
THE SUBJECT PROPERTY APPEARS TO CONTAIN VARIOUS BEACH RESORTS LOCATED ON
CLEARWATER BEACH. CITY OF CLEARWATER. FLORIDA. AND CONTAINS IMPROVEMENTS NOT
SHOWN ON THE MAP OF SURVEY. (SEE LIMITATIONS 12)
PREPARED FOR:
JMC COMMUNITIES. INC.
CERllF1ED TO:
CBR DEVELOPMENT I I. LLC
AMSOUTH BANK. ITS SUCCESSORS AND/OR ASSIGNS AS THEIR INTEREST, MAY APPEAR
CHICAGO TITLE INSURANCE COMPANY
GREENE a SCHERMER
SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE:
DAVID WILLIAM McDANIEL
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 5840
STATE OF FLORIDA
SUBJECT:
SHEET DESCRIPTION.
CLEARWATER BEACH HOTEL
OVERALL
(HUNTER SOUTH BLOCK AND
ANASTASOPOULAS PARCEL)
BOUNDARY
SURVEY
9-28--04
NO.
DATE
ABBREVIATIONS LEGEND
AC
A/c
ADW
ADS
ASPH
B/C
BCCM
BFPD
BLDG
BNDY
BWF
(C)
C/C
CCCL
CCR
CDW
CI
<t
CLF
CM
CMP
CO
CONC
COR
CPB
CIS
C/T
DB
DCVA
DNR
DEPT
DIA
DIP
DMH
E
ECMP
EL
EOW
E/P
ERCP
ESMT
(F)
FCM
FDOT
FH
FIR
= Acres
= Air Conditioner
= Asphalt Driveway
= Advance Drainage Systems
= Asphalt
= Back of Curb
= Board of County Commissioners Minutes Book
= Back Flow Prevention Device
= Building
= Boundary
= Barb Wire Fence
= Calculated Data
= Covered Concrete
= Coastal Construction Control Line
= Certified Corner Record
= Concrete Driveway
= Curb Inlet
= Center Line
= Chain Link Fence
= Concrete Monument
= Corrugated Metal Pipe
= Clean out
= Concrete
= Corner
= Condo Plat Book
= Concrete Slab
= Curb lie
= Deed Book
= Double Check Valve Assembly
= Department of Natural Resources
= Department
= Diameter
= Ductile Iron Pipe
= Drainage Manhole
= East
= Elliptical Corrugated Metal Pipe
= Elevation
= Edge of Water
= Edge of Pavement
= Elliptical Reinforced Concrete Pipe
= Easement
= Field Data
= Found Concrete Monument
= Florida Department of Transportation
= Fire Hydrant
= Found Iron Rod and Cap
LlNETYPE LEGEND
FN
FND
FN&D
FFE
FN&TT
FOP
FPB
FPC
FPP
FRRS
FT
FIT
FXC
G/A
GE
GI
GV
IE
INV
LB
LP
LS
MAS
MES
MH
MHW
MOL
N
N/c
N/F
NAD
NAVD
NGS
NGVD
NP
(NR)
O/A
OHW
OR
(PA)
PB
PC
PCED
PCP
PG(S)
PI
= Boundary Line
= Center Line
- - - - - - - = Easement Line
-.- - - ---=EdgeofWater
= Jurisdictional Line
= Found Nail
= Found
= Found Nail and Disk
= Finished Floor Elevation
= Found Nail and lin Tab
= Found Open End Iron Pipe
= Florida Power Corporation Box
= Florida Power Corporation
= Found Pinched Iron Pipe
= Found Railroad Spike
= Feet
= Fence lie
= Found X-cut
= Guy Wire Anchor
= Grate Elevation
= Grate Inlet
= Gas Valve
= Invert Elevation
= Invert
= Corporate Certification Number
= Light Pole
= Licensed Surveyor
= Masonry
= Mitered End Section
= Manhole
= Mean High Water
= More or Less
= North
= No Cap
= Not Found
= North American Datum
= North American Vertical Datum
= National Geodetic Survey
= National Geodetic Vertical Datum
= Normal Pool Elevation
= Non Radial
= Overall
= Overhead Wire
= Official Record Book
= Property Appraisers Map Data
= Plat Book
= Point of Curvature
= Pinellas County Engineering Department
= Permanent Control Point
= Pages
= Point of Intersection
Section 8, Township 29 South, Range 15 East,
City of Clearwater, County of Pinellas, State of Florida
PID
If.
PLS
POB
POC
POL
PRM
PSM
PT
PVC
(R)
RCP
RLS
RNG
R/W
S
SCM
SEC
SHW
SIR
SIR(W)
SMH
SN&D
SN&D(W) =
SQ
SR
STY
S/W
TBM
TOB
TRAV
(TYP)
TWP
u/P
VCP
W
WI
W/F
WM
WUP
WIT
wv
xx'
= Permanent Identification Number
= Property Line
= Professional Land Surveyor
= Point of Beginning
= Point of Commencement
= Point on Line
= Permanent Reference Monument
= Professional Surveyor and Mapper
= Point of Tangency \ Point
= Polyvinyl Chloride Pipe
= Recorded Data
= Reinforced Concrete Pipe
= Registered Land Surveyor
= Range
= Right of Way
= South
= Set Concrete Monument, 4"x4", PRM LB 6707
= Section
= Seasonal High Water Elevation
= Set 5/8"lron Rod and Cap, FOC LB 6707
= Set 5/8"lron Rod and Cap. FOC LB 6707 WITNESS PT
= Sanitary Manhole
= Set Nail and Disk, FDC LB 6707
Set Nail and Disk, FDC LB 6707 WITNESS PT
= Square
= State Road
= Story
= Sidewalk
= Temporary Benchmark
= Top of Bank
= Traverse
= Typical
= Township
= Utility Pole
= Vitrified Clay Pipe
= West
= With
= Wood Fence
= Water Meter
= Wood Utility Pole
= Wall lie
= Water Valve
= Degrees
= Minutes (Bearings)
= Seconds (Bearing)
= Feet (Distances)
,
xx
"
xx
,
xx
SYMBOLS LEGEND
+ = Aerial Target
. = Bench Mark
,.g,P~ = Cable 1\1 Paint Stripe
Ifill = Cable 1\1 Box
@ = Communications Manhole
. = Concrete Light Pole
. = Concrete Post
~ = Concrete Utility Pole
@ = Drainage Manhole
!Em = Electric Box
@ = Electric Manhole
FPCPS = FPC Paint Stripe
J.?c, = FPC Pedestal
~ = Fire Hydrant
~ = Flog Pole
F = Gas Line Marker
~ = Gas Filler Cap
~ = Gas Valve
IQMI = Gas Meter Box
~P..? = Gas Line Paint Stripe
Em = Grate Inlet
@ = GTE Manhole
~ = GTE Pedestal
F= GTE Marker
-) = Guy Wire
x:x = Light Pole
IMi:lI = Mail Box
= Section Line
= Right-Of-Way Line
= Top Bank or Top of Berm
DOCUMENT LEGEND
^
^
^
- . .. .. . . .. . . .. . .. .. . . . . .. .. .. .. .. - .. .. - = Toe of Slope or Grade Break
(L)
(P)
(P1)
(P2)
(P3)
(D)
(D1)
(D2)
= LEGAL DESCRIPTION DATA
= PLAT BOOK 19, PAGE 96 DATA
= PLAT BOOK 26, PAGE 17 DATA
= PLAT BOOK 10. PAGE 42 DATA
= BULK HEAD BOOK 2, PAGE 79 DATA
= OFFICIAL RECORDS BOOK 2859, PAGE 76 DATA
= OFFICIAL RECORDS BOOK 2228, PAGE 719 DATA
= DEED BOOK 1267, PAGE 137 DATA
SHEET INDEX.
JOB NUMBER. I EPN,
997-250 53
PROJECT DATA BASE.
157
FIELD BOOK NUMBER 8 PAGES.
1181/6-27 & 1182/6-14
LAST DATE OF ORIGINAL FIELD WORK,
6-21-2004
1. SURVEYOR'S REPORT
2. MAP OF SURVEY
LCS
LCS
QUALITY
CONTROL
ADDITIONS OR DELETIONS TO SURVEY MAPS
OR REPORTS BY OTHER THAN THE SIGNING
PARTY OR PARTIES IS PROHIBITED.
SCALE.
REVISIONS
UPDAlE TO NEW TITLE COMMllMENT AND REVISE WALL DESCRIPTION
BY
e = Metal Post
e = Monitoring Well
~ = Parking Meter
B...WP,2 = Reclaimed Water Paint Stripe
ffiiJ = Reclaimed Water Box
~ = Reclaimed Water Valve
@ = Sanitary Sewer Manhole
o = Sanitary Cleanout
SANPS = Sanitary Sewer Paint Stripe
-0 = Section Corner
:tt = Siamese Connection
-0- = Sign
fEl1I = Sprinkler Control Box
'lif = Sprinkler Head
STMPS = Storm Water Paint Stripe
~ = Traffic Signal Box
I:I:EI = Traffic Signal Pole
!!?~ = Water Line Paint Stripe
[Yl] = Water Meter
~ = Water Valve
C"(L = Wood Utility Pole
~ = Wood Light Pole
() = Wood Post
~
')~
i-- I'); = Point of Elevation
25.2' = Calculated Dimension from Structure
-=- to Boundary I Right-of-Way Line
-."
SURVEY MAP AND REPORT OR TFlECOPIES THEREOF ARE NOT
V ALlD WITHOUT THE SIGNATURE ANI> THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
~
o
SHEET
NONE
"'*'.~ ;.' (
-DAVID WILLIAM' McDANIEL
PROFESSIONAL 5URVEYORAND MAPPER
LICENSE NUMBER,l5 5840
5T A TE OF FLORIDA.-
OF
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CHECKED
L. SUTTLEHAN
QUALITY CONTROL
D. McDANIEL
I I I 1- 25' EASEMENT FOR STREET PURPOSES
TRACT A PER DB 1550, PG 629
A RE-SUB OF BLOCKS 10-11 AND I NO R/W VACATION DOCUMENT PROVIDED
~'......, (SEE EASEMENTS/RIGHTS-OF-WAY 4)
LOTS 2 TO 15 INCL. BLOCK 9 OF THE
REVISED MAP OF CLEARWATER BEACH
PB 19. PG 96 A:~I:~
LF DRIVE I ~ ~ FCM 3-1/2"x3-1/2"
I GU 0.08' POL WITNESS SOUTH
4J 40' R/W PER PB 5, PG 2 S LINE TRACT A ::> L < i
6 ~ ~ AND PB 11, PG 5 I O;~;- f
N 0 VACATED BY CITY N NO t fi'1-;:;:-
15' VACATED R/W ._ {._
\ I PER DB 1417, PG 134 - / , / ,...J I ,...J ...s;
~~ 7 --- ----------~,rJl~ ~-ATIW--~F_-'-~-- -: -,---~:~ 1~, ~ci~~ ----~f;------~W#J
25' EASEMENT FOR ~ Jll&.. I 8 S Il!jj '" 'l( I CONC SjW Y 'l( ;:-t-;: ~~ 0 c.\ <D
STREET PURPpOGSESS29 SEA OATS(TYP) I ~ S rii,'4J. 4J NTER J CDW \ ^ ... 0.5' CONC CURB ASPH PARKING 6f6 "\ ~ t"> .
PER DB 1550, .",,~.. ilk. I ,." .__~--\ " f"', "" N '\ ~
....~--. 1111"~~ ~ _~;; / @~/ '" 2' CONC CURB I ~
- - - SND(W)/1T~k ,ilI!k. '\~ ,~'\~~:-'-\;$ r; D-.(-.~ - S89"26'04"E(F) - -BAYMONT ST(F) 'o..y~ I 337,35'(F) -t - - ! - - ~} SND
'1 .. .. ~" ;~ OATS( I ( V' S89~6'04-E(C,F) \ ASPH ROAD ~"', 40' R/W rlCONC MEDIAN) ;; IJ 0@
FACE OF C~~i D~~~~NING WALL/. ~ $-----;-OHW~ ", J.1k _/1/ 100.65'(~2,F) !"', (PB 10, PG 42) 1/'- ~ J ~~
~1 re J!~ ~ ~ }....;;,w~ L ,j E/P-1B.ON CONC CURB 1 "" ,,~(}
1~1 ~ SEA OATS(TYP) - CONc S/~ Ih/ OHW \ "0: ,,'"... r71Io~;) I~WIW~I~b "I ( fiJ\:::.
1.5' CONC CAP .111. ,to, V _ C_DWo..l:!!:?>O: , (f) l:!! ,F.T........ ,~ ,~., ~ CDW f"j ....,
SEE DETAIL [I ~ .\fi!l!L./ r- S89"26'04"E(C,F ~ .:; J ~ CDW ,. x) y. j mlEIlS~ !\ ""
_ _' ~ 72.94'(C) TO C~ SND r: '- SO.33'(C,F~ 0.5 CONC CURB ([ _" ,{ _ S89.26'04"E(C,F5HWt, ~ ~ ~ ~""
SIR T FND x CUT/'" ~~--=~~~-s89~6'04-E(C,F) ~ go"" ~7 - CI~ ~ .......~f~ t~.}l j;B.9'(P2) ~~R1/2n J,Z0,65'(P2,F) T* ___ T\ \\
.......<.> O.oo's ~ " ' .' 0, \LJ, CI J: 12-. t--.....F1R 5/8" LB 67""7 CONC f';:; OT 57 <.>
" 100 65 (P2 F) ~ ...., u, _, 0.04'N, 0.22'W! ~
1;) J4'~' f'..: " . , N ~ :? i="= ~ (J) CONC 9"'"
~ I\~" I a. ....... ~ WOOD GAZEBO 4.1'W\ ~ - " ~ SND
iii - e ~ lOT 1 I ! . ~ t 05' ~C CUR" I ON CIS lOT 56 ,2'tANiiR'l ~~,~..:~::;::~'~." 100 P2 ~ FN&D LB 5776
MAS WALL 8; "'\:'~ '" ;;,. ~ ~ \.,,', '\ ""~' ''\J ~. "- u,:;.:...., ~ I I I CONTROL POINT
:IN CONC CAP ~ "~"..,' ,~,'<~~':~0", II 85;.... .. I....... I . <~:\ ~ "'i"/ ~~~,~'" <, LOT 58 I ....... . 0.04'N, 0.12'W
L"- "~ ~ g./.f~0)<'> I 100'(P2) I ~,".. . ~~JJ '\:~6'w/F' f I oS NI
N ' " " ' .... ;; 0) ~~~~, '~'iI :~' ' ~, ',' I ~ ~ r;:'
~ ~,;" LOT1020'(P2) I .Q.N_~ I '1;J I~~ ,1 LOT 55 ",-~~~~1i) ,~~~. 100'(P2)1~~ 'I ~
.\.~" ' - 00 ~ to · ., ,,-:\>,,~ '~II <.> "~"'" "- " / It
0:." '" ~ in ~ !5 I P r-- 3 & 2-STY '""~"':---."V "-., 6 \.:S; .'::.'~<:. ' ,.,
WOOD DECK_~ !1/ :-...: '~~P ARCEL 1 (L CON'" - b:" ~ r" .......0' MAS BLDG II 495 100'(?BP2) ~'0~'0~~~;1 0 ~~~~.~~~' LOT 59 \ 1 0'" ~
1_ :'~,ci' C s/~ 0" ~ 6 ~ .&,:""0)1i) (NOT MAPPED) BLDG ~VE~R~~3:"~L :---."~"" '-....' \ I ~":, p
. f/ ~~~o I ~ a u Co fj)(J) I -.., ;....~.~'s.v ~~~ ,", ~~, S
b:".. /: f ~ e~~l l00'(P2) /1 ~_~~..~ ~ N l j ~~ I LOT 54 MlssB~~~~H ~~~,.~:~~D 1.2'W 100'(P2) I I ~ ~I en
o ::-,<."...... ~ ..... ...~::> -, N ~ r <::,\:\,,,\III):---."-J " 1:::'&,:" ~~, / 1
~ MAS WALL I r-~."~5~ LOT 3 I ~&at g sg I '0' I ,SS0~,CJ)::S<'i:) "(J)i;)'''~ ' .......
it) ON CONC ~ :-:"''''-\:en Q:: i€ ~~~ i!J " b gtrgr FIR J12" N~C 100'(P2) ~~~~:l~ B ~~\"~~~':::('~ LT 60 I rg,
- ~ ~ 'e < / ~~;> 0 ~ in "! 0.31 N, 0.05W -\:"\,<"\..~:.,,,~ ~"~, 1-STY MAS l..f in
0' d N u ~~\:~ a. ~i~~- CfJ \ CO< ~ I LOT 53 WOOD 's~ED';!l~~~ ;),,~'BLDG II 490 CO< ~
~ ::l ~ ..... ~~ I....... I _ S I' CONe s/wl PARCEL 1 (L) ~~~'0~~~t II ~~~~f~' 100'(P2) f~, "'"
~ -J "'" 341' '<\:-...., " LOT 4...... I" ,'~"'~ 4'1" ."!" ,,' , 6Y C\J I
C'I a. i5 -=:::::::- f.:~"'~~~ ,'F -u- ~ tE 1 CO~'" ',,::;; .~" "~ ~,,~~~ FN&D LB 3889 LOT B. 0'.......
& 6 ~ .- - - :, ~'" ., N.s I CLE 100'(P2) I 6' 3.1'W~ j.. ~"~' 0.71'N,O.OS'E I ~ ~gl
~ CD "\ .l.~. .l!~~ ~ 1 ' . ~ 100'(P2) I ~ ~ ~ ~~ 1 ARWATER WjF r)r:"l'2~W '" '0:: , .. 'en ~ in
o 2 '*- ... Ii) "? <.0 BE A " U/P-l ' .....'" ".." 100'(P2) W '" ~
!:!t ~ ~ "I I - '- Jet ~~ ~ 1 CH PARK G/A;O:~{ ,.......~~\~, I tf1 I
:r <3 ~ j' i SEA OAT III CONe -, CDW ~~ r!-i-- ~ I PB 10. PG 42 LOT 521 I {:!-:~~~'<."~~':""'" f# - r;
OJ:........ , v.... /' LOT 5 ~., N CDW C'I-J .... a. ~ ~ O)"'''''~ ~"''0 LOT 62 I ~ 0
or:( "'" 2: /' I I o.,!!:- .~ Q. m a "'1;;;' if I l&. f'.,-i'!G~:\." w 0' ........
...@Qlw"li:i"li)o'-<'f....... 0' ~ 100'(P2) r----. 0" -- .<~..',;..",,- ~0:...' 1 " ~ N Q
..... :> o. 100'(P2) 21 ~ , a ~ 0 ~ &':~ /"'" . --~ .....:.,<,-:-,,'::--..,,::': en ~!!:- "':
Q) 3: /' ~ MAS WALL ~ ~ :> Gj n:: "~(J) C\J 3t ~ ~'0~ ~ J I f2 ..= ~ 0
;;:- 5' g FND X CUT ,/ 1 LOT 6 g' W/T-O,3'W - c5 S if J f ~ I~ lOT 51 r-, ~ ~"2~~~7~~~~~'S~~" --!- ~ ff ~ 1 ~
o 2 ~ 0.10'S 1 a1/FND x CUT"j .. -JlL. ~ t ~ I ~ ASPH "~RKING !'4 6: ~ 2(\~~5:::...'\~ ~ ( ~ _
2 J r CLEAR I -:-... ~ -J II) I "-:-",", A/c ON c/s::",,,-"..'''. LOT 63 I "'" ....... 1
c 100'(P2) II B WA ~R b 0.1S'N, O.10'E &': -Jifj"" <.>(/) ~ T ~ P lh ~ ~~'" '....:''>'. '-..; ~ "-~,,-,,-~ ~ ""'~ N
- I EAC 'CoI C\JI ~ =>,... E; z 0.1i) la 100 (P2) ..... <( "s ,,,,,,,,,,<;-,-0,"",."-' I! I ;:---C\J",&
CCCL (SEE DATA SOURCES 5) - _____ 1/ '- H P ARK ~ ~ C> - ..: 0 ~(J) iiJ 0 - '..',," 07' WIDE C/S"'''~' I 10 8. "! ;,),
..f, ~,i PB 10. PG 42 <( ~ 2: <.> ~~ ADW /~ LOT 50 r:;108;~~ ~~0~~~ 11?~l~?~~'" l ~
- I 'j ..., ...... _ , / &~ _ _ _. _ 'oJ i (/p If---/-, SND 0 9i
"'..... 1 /....... ..... ~ 1---3\, ~ "" ~, - _ i 'PLA / I - 0 D H
ltl ,., ~,;;- LOT 7 ~ '" w ~ ~ .......0' ~:(!:,?) ;,. ~ I "l,5~~~~"-'::"'Y0 _ -':::''"!...;;;::...-!J~ .Y.L tfi <.> /I
-!!tr~_ lOO'(P2) I ~l/ PI *Ur::!o~ lOT49 I t~ ~~~).~~~f~"~'J ~~~PLANTER
If b ~.o 11!i -+--- ~ < V I rr fE 1~,'{:;~\~,495~',:,,'Z~~~~~ V
: ~ t fi ~ 'I ~ lOT 8 I '" I / g ~~ -= ," J ASPH PARK'N, I iGh Ij~~~' 1/'00'(P2) ~~'~~~.f ~ <>""
, en en :g 1 BLDG OVERHANG \ [ fk { 'l..o.I i 3: J ~ j6~ W/F E/P ",,- 6'W'/F "'d ~~""'''-'''' LOT 65 COVERED CONC S/~ -..0' !i <.0' ~
I C'>j 'f ~ (/)....... 1.......<.> I ~ r,...... ---~ ,.:;:, '~NO if~
~,.. I 1 ~AS WAL~00'(P2) I MAS WALL ~~~ <l': Q:: ~ I ~ ~'t <v ~ [AsrH PARKING <:~~ YElP \ I wJ~{~~ ~ fk <.> ~~
d N ,I I - - - J;l"l R' ~ I ~ ~~ f NB2"52'21 "W(C F) 0'....... ~/~ r m'~l ::t ~ PLANTER
]if ~ 6~g3'; CUT ,; ~~~~~~: ~ ~:S _~~ I LOT 48 100'OO'(P2,F)'j ~~ i I E/p(-l 1&..' e "'<
", I LOT 9 ":~:~:'~~'\.. ~.", 'i::) <l': '-' ..: -------+- . Ii) / " CONC s/w---\': 0" ~ .s~ t:' "'"
Ph 1 _ 100'(P2) 0.5' CONC \~~~::,~ 0 J ~ T ~ gg / 1 100'(P2) --- ~ ~ ____~ ;70~ LO, 66 ~ ! f f ~ -V ~ ~
.' "\>'l........."Y~0 111 b:" U "" i!J ~ I LOT 47 (/ 10 ~ I ~ ~ ::J ~ or:( a.
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FACE OF CONC RELTAINING WALLl ..... PARCEL l(L) \.",~,\"..~'0,'::-::~lI~ CONC ----0.5' NC CURB 100'(P2) LOT 167 I .O)~.g,~ i_tfi ~ ~
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I ~~R~~~~T ~ SAN MARCO STiff")
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NO MAPPING OF INTERIOR
FEATURES (IF ANY) PERFORMED
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TOTAL AREA=
87.804 SQ FT OR
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SEAWARD
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/
/
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
3030 Starkey Blvd. New Port Richey FL, 34655
Tel: (727) 849-7588 - Fax: (727) 848-3648
Certificate of Authorization: LB 6707
State of Florida
S82~1'20-E(C,F)
1oo.00'(P2,F)
SEA OATS
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SUBJECT:
SHEET DESCRIPTION:
CLEARWATER BEACH HOTEL
OVERALL
(HUNTER SOUTH BLOCK AND
ANASTASOPOULAS PARCEL)
BOUNDARY SURVEY
9-28-.04
UPDA TE TO NEW TITLE COMMITh1ENT AND REVISE WALL DESCRIPTION
LCS
NO.
REVISIONS
DATE
/
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BRICK CROSS WALK
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PB 15. P
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SHEET INDEX.
1, SURVEYOR'S REPORT
2, MAP OF SURVEY
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ITlON
WATER
ARK
G 80
ADDITIONS OR DELETIONS TO SURVEY MAPS
OR REPORTS BY OTHER THAN THE SIGNING
PARTY OR PARTIES IS PROHIBITED.
/
Section 8, Township 29 South, Range 15 East,
City of Clearwater, County of Pinellas, State of Florida
/
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LOT 1
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BELLE HARBOR
PB 125. PG 15
o 15
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30
,
60
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JOB NUMBER. EPN.
997-250 53
PROJECT DATA BASE.
157
FIELD BOOK NUMBER 8 PAGES.
1181/6-27 & 1182/6-14
SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
VALID WITHOUTTI-IE$IGNAT\J~E' AND THE ORIGINAL RAISED
SEAL OF A FLORjDA-:L1C~NSED SURVEYOR.'AND MAPPER,
. ..,<v . . '. " -.
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DA VID . WILLIAM' McDANIEL
PROFESSIONAL SURVEYOR:,A'ND MAPPER
',LlC.ENSENUMBERlS' ?e40
. STATE OF>FLORIDA
SHEET
2
LAST DATE OF ORIGINAL FIELD WORK,
6-21-2004
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