FLS01-06-51
FLS 01-06-51
700 Bayway Blvd
Police Substation
.J.J.l 09 01 07:18p
H~StPete/IV~ Group
(7.822-3834
p.5
FLS No. 01-06-51
JUly 9. 2001
Page 4
700 Bayway Boulevard
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1/8" 5TUCCO ON PAPER 6ACKED
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UOLD 5HEATI41NU WALL 5"Y5TEM.
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1/8" 5TUCCO ON PAPER 6ACKED
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5TRUCTURAL DRAWINU&.
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T"YPICAL ALL WALL5
CURVED 5TANDlNU 5E.AM METAL
ROOFINU 5"Y5TEM (6LUE)
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12" 6LA&& 6LOCK WIND0UJ5 5ET IN ALUMINUM
FRAME5 WITH 51L1CONE &"Y5TEM. IN&T ALL A&
PER MANUFACTURER RECOMMENDATION&
CONCEPTUAL 51G:NA6E. 51G:NA6E TO 6E
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CONCEPTUAL 51G:NA6E. 51G:NA6E TO 6E
REViEWED UNDER 5EPARATE 5U6MITTAL.
1/8" 5TUCCO ON PAPER 6ACKED
METAL LATH ON 112" DEN&-6LA5&
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HARPER PARTNERS, INC.
ARCH ITECTU RE-ENG I N EE RING-I NTERIORS-PLAN N I NG
3950 - 3rd STREET NORTH
ST. PETERSBURG, FLORIDA 33703
(727) 823-9110 * FAX: (727) 822-3634
AA 0002442 * EB 0007953
THIS DRAWING IS THE PROPERTY OF HARPER PAR1NERS. INC. UNLESS OTHERWISE
PROVlDED FOR BY CONTRACT. THE CONlINTS OF THIS DRAWING ARE CONFIDENTIAL
AND SHALL NOT BE TRANSMITTED TO ANY OTHER PARTY EXCEPT AS AGREED TO
BY mE ARCHllICT/ENGINEER. COPYRIGHT HARPER PARTNERS. INC. 2001
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Pro ject Nome
Description
Dote
CLEARWATER POLICE DEPARTMENT
CLEARWATER BEACH SUBSTATION
700 BAYW AY BOULEVARD
CLEARWATER, FLORIDA 33756
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PROPOSED ELEV A nONS
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Sheet No.
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Dote
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HARPER PARTNERS, INC.
ARC H ITECTU RE- ENG I N E ERI NG.INTERIO RS- PLAN N I NG
3950 - 3rd STREET NORTH
ST. PETERSBURG, FLORIDA 33703
(727) 823-9110 * FAX: (727) 822-3634
AA 0002442 * EB 0007953
nus DRAWING IS THE PROPERTY OF HARPER PARTNERS, INC. UNLESS OTHERWISE
PROVlOED FOR BY CONTRACT. THE CONTENTS Of THIS DRAWING ARE CONFIDENTIAL
AND SHALL NOT BE TRANSMITTED TO ANY OTHER PARTY EXCEPT AS AGREED TO
BY THE ARCHITECT/ENGINEER. COPYRIGHT HARPER PARTNERS. INC. 2001
PARTITION TYPES:
8" CMU BLOCK WALL TO 8'-0" HIGH WITH 5/8" STUCCO
BOTH SIDES AND TOP. REFER TO STRUCTURAL DRAWINGS
FOR REINFORCING AND DETAILS
o
8" CMU BLOCK WALL TO BOTTOM OF STRUCTURE ABOVE
(EXISTING OR NEW). REFER TO STRUCTURAL DRAWINGS
FOR REINFORCING AND DETAILS. PROVIDE 5/8" STUCCO
ON ONE SIDE OF WALLS ON GROUND FLOOR AND ABOVE
ROOF. PROVIDE 5/8" GWB ON 3/4" METAL HAT CHANNEL
FOR SECOND FLOOR WALLS.
A
o
8" SPLIT-FACED CMU BLOCK WALL TO 5'-4" HIGH WITH
SPLlTFACED CAP. REFER TO STRUCTURAL DRAWINGS FOR
REINFORCING AND DETAILS, PROVIDE 5/8" STUCCO ON
BACK SIDE AND TOP OF WALL.
1---1
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BACKED METAL lATH ON 1/2" DENS-GlASS GOLD
SHEATHING ON 6" METAL STUDS AT 16" O.C. WITH
5/8" GWB ON INTERIOR AND R-19 BATT INSUlATION
INSIDE. REFER TO WALL SECTIONS FOR DETAILS.
~ TYPICAL INTERIOR PARTITION: 5/8" GWB EACH SIDE OF
"V 3-5/8" METAL STUDS. EXTEND GWB TO 4" ABOVE
FINISH CEILING.
~ SECURITY PARTITION: 5/8" GWB EACH SIDE OF 3-5/8"
"\/ METAL STUDS WITH 3/4" PLYWOOD ON LOBBY/CONFERENCE
ROOM SIDE OF WALL. EXTEND PARTITION TO DECK ABOVE.
/'i'.. CHASE PARTITION: 5/8" GWB ON ONE SIDE OF 3-5/8"
"\/ METAL STUDS. PROVIDE SECOND WALL OR OFFSET FROM
EXISTING WALL AS SHOWN ON DRAWINGS.
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STAIR WALL INFILL: EXTERIOR: 7/8" STUCCO ON PAPER
BACKED METAL lATH ON 3/4" PLYWOOD ON 6" METAL
STUDS AT 12" O.C. WITH R-19 BATT INSULATION INSIDE.
INTERIOR: 5/8" GWB ON 3/4" METAL HAT CHANNEL
FURRING FULSH WITH ADJACENT FINISHED WALL.
~ WALL FURRING: 5/8" GWB ON 3/4" METAL HAT CHANNEL
~ FURRING ON EXISTING BRICK, BLOCK OR CONCRETE
COLUMN. TYPICAL FOR ALL COLUMNS AND CMU WALLS ON
SECOND FLOOR.
B
~ HALF HIGH PARTITION: 4'-6" HIGH WALL WITH 5/8" GWB
'\Y EACH SIDE OF 3-5/8" METAL STUDS. CAP WITH 1 x6 CLEAR
FIR STAINED 'WARM CHESTNUT' TO MATCH INTERIOR DOORS
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PARTITION NOTES:
1. PROVIDE 2x WOOD BLOCKING BEHIND ALL GRAB BARS,
TOILET PARTITIONS, TOILET ACCESSORIES, CABINETS,
COUNTERS AND DOOR STOPS.
2. PROVIDE 2x4 WOOD CRIPPLE STUDS AT 16" O.C. BELOW
ALL INTERIOR GlASS BLOCK AND IMPACT RESISTANT
WINDOWS.
3. PROVIDE DIAGONAL BRACING AT 4'-0" O.C. MAX. FOR ALL
STUD PARTITIONS THAT DO NOT EXTEND TO DECK.
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1/21/02
Revision
Pro ject Nome
Descrip t ion
Dote
CLEARW A TER POLICE DEPARTMENT
CLEARWATER BEACH SUBSTATION
700 BAYWAY BOULEVARD
CLEARWATER, FLORIDA 33756
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Drawing Title
PROPOSED FLOOR PLANS
Seal
Approved
JDS
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1801035
Scale
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File Name
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CONTRACT NO.
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JOB NO.
TSE 00083060000
SHEET NO.
3 Of' 3
DATE
2
Section 17, Township 29 South, Range 15 East,
City of Clearwater, County of Pinellas, State of Florida
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SURVEYORS REPORT
ABBREVIA TIONS
GRAPHIC SYMBOLS:
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1. lYPE OF SURVEY: Boundary and Topographic Survey (Chapter 61 G17-6.0031 and 61 G17-6.004 Florida Administrative Code) to survey the boundary and geographic mapping
(horizontally and vertically) of visible existing features and improvements to facilitate the proposed design construction of improvements for the subject property.
CENTERLINE
CONTOUR UlNE
EXISTING TOPOGRAPHIC FEATURE
JURISDICTIOIN LINE
CONSTRUCTDON REFERENCE LINE
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY LINE (PROPOSED)
(EXISTING W/ ACQUISITION)
LINE
ASPH
A/C
BLDG
BLVD
BT
B/C
CATV
CL
CLF
CMP
CONC
CONS
COR
C/O
CPB
DIA
DIP
DR
E
EL
ERCP
E/P
FCM
FES
FHA
FIR
FN
FND
FN&D
FOP
FPP
F/C
F/L
FXC
GAS
GE
GTE
HP
HWY
ID
IE
LB
MAS
MES
MH
N
N/C
NO
O/H
OR
PB
PK
PL
PRC
PRM
PVC
RCB
RCP
S
SAN
SIR
SR
SSII
ST
STM
STIJ
S/W
TBM
TOB
TOS
T/C
(TYP)
UGT
U/P
VCP
W
W/
WM
WPP
r~r
DENOTES ASPHALT
DENOTES AIR CONDITIONER
DENOTES BUILDING
DENOTES BOULEVARD
DENOTES BURIED TELEPHONE LINE
DENOTES BACK OF CURB
DENOTES CABLE TELEVISION LINE
DENOTES CENTERLINE
DENOTES CHAIN LINK FENCE
DENOTES CORRUGATED METAL PIPE
DENOTES CONCRETE
DENOTES CONSTRUCT
DENOTES CORNER
DENOTES CLEANOUT
DENOTES CONDOMINIUM PLAT BOOK (PAGE)
DENOTES DIAMETER
DENOTES DUCTILE IRON PIPE
DENOTES DRIVE
DENOTES EAST
DENOTES ELEVATION
DENOTES ELLIPTICAL REINFORCED CONCRETE
DENOTES EDGE OF PAVEMENT
DENOTES FOUND CONCRETE MONUMENT
DENOTES FLARED END SECTION
DENOTES FIRE HYDRANT ASSEMBLY
DENOTES FOUND IRON ROD
DENOTES FOUND NAIL
DENOTES FOUND
DENOTES FOUND NAIL & DISC
DENOTES FOUND OPEN-END PIPE
DENOTES FOUND PINCHED PIPE
DENOTES FACE OF CURB
DENOTES FLOW LINE
DENOTES FOUND X-CUT
DENOTES GAS LINE
DENOTES GRATE ELEVATION
DENOTES GENERAL TELEPHONE AND ELECTRIC LINE
DENOTES HIGH POINT
DENOTES HIGHWAY
DENOTES INSIDE DIAMETER / DIMENSION
DENOTES INVERT
DENOTES CORPORATION LICENSE NUMBER
DENOTES MASONRY
DENOTES MITERED END SECTION
DENOTES MANHOLE
DENOTES NORTH
DENOTES NO CAP
DENOTES NUMBER
DENOTES OVERHEAD WIRES
DENOTES OFFICIAL RECORDS BOOK (PAGE)
DENOTES PLAT BOOK (PAGE)
DENOTES PARKER KAYLON NAIL
DENOTES PROPERTY LINE
DENOTES POINT OF REVERSE CURVATURE
DENOTES PERMANENT REFERENCE MONUMENT
DENOTES POLYVINYL CHLORIDE PIPE
DENOTES REINFORCED CONCRETE BOX CULVERT
DENOTES REINFORCED CONCRETE PIPE
DENOTES SOUTH
DENOTES SANITARY SEWER LINE
DENOTES SET IRON ROD 5/8- LB 6668
DENOTES STATE ROAD
DENOTES EXISTING SANITARY STRUCTURE
DENOTES STREET
DENOTES STORM SEWER LINE
DENOTES EXISTING STORM STRUCTURE
DENOTES SIDEWALK
DENOTES TEMPORARY BENCH MARK
DENOTES TOP OF BANK
DENOTES TOE OF SLOPE
DENOTES TOP OF CURB
DENOTES TYPICAL
DENOTES UNDERGROUND TELEPHONE LINE
DENOTES UTILITY POLE
DENOTES VITRIFIED CLAY PIPE
DENOTES WEST
DENOTES WITH
DENOTES WATERMAIN
DENOTES WOOD POWER POLE
DENOTES DESIGNATION NUMBER
DENOTES FIELD DATA
DENOTES PLAT DATA
DENOTES RECORD DATA
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2. LEGAL DESCRIPTION: (Official Records Book 6490, page 997)
Lot 24, Block A, BAYSIDE SUBDIVISION NO.5, and riparian rights, according to Plat Book 38, page 38, public records of Pinellas County, Florida.
3. SUBJECT PROPERlY STREET ADDRESS: 700 Bayway Boulevard, Clearwater, Florida 33767-2609.
4. SUBJECT PROPERlY PINELLAS COUNlY PROPERlY APPRAISERS PARCEL IDENTIFICATION NUMBER: 17/29/15/05004/001/0240.
PROPERlY OR DEED
EASEMENT LINE
SECTION LINE
ORIGINAL LOT LINE/FORMER OWNERSHIP L1NE/
VACATED EASEMENTS
TREE LINE
FENCE LINE
CABLE TELEVISION
TELEPHONE LINE
TRAfFIC CONTROL LINE
ELECTRIC POWER LINE/CABLE
DRAINAGE (STORM SEWER) PIPE
SANITARY SEWER GRAVllY LINE
FORCE MAIN! (SANITARY SEWER)
GAS LINE
HOT OIL L1N1E
RECLAIMED WATER LINE
POTABLE WATER
UNKNOWN UTI LIlY
FOUND CONCRETE MONUMENT
FOUND NAIL & DISC/CAP BRASS DISC
FOUND IRON ROD
FOUND IRON PIPE
FOUND PINCH PIPE
FOUND RAlLIROAD SPIKE
SET CONCRETE MONUMENT
SET NAIL & DISC/CAP BRASS DISC
SET IRON ROD
XCUT (FOUN D)
XCUT (SET)
5. FIELD SURVEY DATE: February 12 and 13, 2001 and is contained in TBE field book 17-29-15, pages 2-23. Date of Computations: February 13, 2001
6. BEARING values are based on the plat of BAYSIDE SUBDIVISION NO. FIVE as recorded in Plat Book 38, page 38 of the Public Records of Pinellas County, Florida [shown as
(P) on map of survey], more specifically, the westerly boundary of Block A, Lot 24 being assumed as N18'22'26"E.
7. ALL ELEVATIONS are based on National Geodetic Survey, more specifically a found survey disc, DESIGNATION D 3, PID AG0473, STATE/COUNlY FL/PINELLAS, USGS QUAD
CLEARWATER (1987) having an elevation of 4.49 feet adjusted, North American Vertical Datum 1988 as published on the State Lands, Land Boundary Information Systems
(LABINS) at ''http://www.labins.org/'', which states "This information is retrieved from the National Geodetic Survey Computers in Washington, D.C." TBE retrieval date from LABINS,
February 9, 2001.
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------------------------
8. Abbreviation legend appears upon this sheet of the survey map.
9. ACCURACY STATEMENT: All measurements, distances, elevations and features shown were performed in strict accordance with the Minimum Technical Standards set forth in
Chapter 61 G 17 -6, Florida Administrative Code.
---------------------------
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10. DATUMS: See Notes 6 and 7.
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11. DATA SOURCES: Horizontal control is based on the plat of BAYSIDE SUBDIVISION NO. FIVE as recorded in Plat Book 38, page 38 of Public Records of Pinellas County, Florida
and Vertical control is based on the National Geodetic Survey (See notes 6 and 7).
12. SURVEY METHODS: Horizontal control was obtained using a Leica Wild TPS 303 Total Station. The accuracy achieved by field measurement and calculation of a closed
geometric figure is 1 foot in 67,836 feet. Vertical Control was obtained utilizing differential leveling techniques using a Topcon ATG KK207 automatic level (see note 5). Vertical
loop mis-closure achieved is 0.003 feet for a 0.091 mile loop which exceeds the minimum accuracy requirement of a maximum mis-clousre of 0.015 feet. Horizontal and
vertical mapping data for this survey was obtained with a Leica Wild TPS 303 Total Station and trigonometric leveling procedures using aforesaid control with Tripod Data
Systems, Inc, A Trimble Company (TDS) data collection software (Survey Standard) and a Hewlett-Packard (HP) 48GX data collector.
13. SURVEY TECHNICIANS: Earl Stanbridge, Scott Acker PSM.
14. LIMITATIONS:
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OWNER IDENTIFlCAllON
SUBDMSION BLOCK DESIGNATION
Use of this survey by anyone other than those prepared for will be the re-users sole risk without liability to the surveyor.
CENTERLINE
SURVEY LINE
PROPERlY LINE
DELTA ANGLE
FIRE HYDRANT
GUY WIRE
SEWER MANHOLE
GTE MANHOLE
DRAINAGE MANHOLE
REC~MED WATER MANHOLE
TRAfFIC SIGNAL PULL BOX
SPRINKLER IHEAD
TRAfFIC SIGNAL POLE
UNDERDRAIN BOX
POLE/POST
UTILllY POLE
LIGHT POLE
SHRUB
PALM TREE
DECIDUOUS TREE
(OAK UNLESS OTHERWISE ANNOTATED)
EVERGREEN TREE
WATER VALVE
REC~MED WATER VALVE
GATE VALVE
GAS VALVE
WATER METEIR
REC~MED WATER METER
GRATE INLET
BENCHMARK
TARGET
MONITOR WELL
TELEPHONE IBOX
CABLE TELEVISION BOX
ELECTRIC BOX
EXTENT OF UTILllY
MAPPING (NOT TERMINUS)
SIGN
VERIFIED HORIZONTAL /
VERTICAL POIINT
Not based on an abstract of title. Record instruments were not provided. There may be additional easements and/or restrictions affecting this property that may be found in the
public records of this county.
The locations of the underground utilities and/or their appurtenances were performed by a field survey and only located as shown on the face of the 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. 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.
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Printed dimensions shown on the survey supersede scoled dimensions.
There may be items drawn out of scale to graphically show their location.
Underground foundations and their locations have not been determined.
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Irrigation equipment and/or their appurtenances have not been located unless otherwise shown on map of survey.
Information for the adjoining property owners was not supplied.
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Only trees four (4) inch and larger diameter at breast height (DBH), were located and shown on map of survey.
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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.
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The building on the subject property is not rectangular but trapezoidal with the northerly facet being 4.6 feet shorter in length compared to the southerly facet.
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No investigation concerning the southwestern building corner encroaching into the drainage easement was made.
DENOTES POINT OF ELEVAllON
DENOTES CALCULATED DIMENSION FROM STRUCTURE
TO BOUNDARY / RIGHT-OF-WAY LINE
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No investigation concerning the wood dock encroaching over the 30 foot dimension limit as stated by the plat of BAYSIDE SUBDIVISION NO. FIVE as recorded in Plat Book 38,
page 38 of Public Records of Pinellas County, Florida [shown as (P) on map of survey] was made.
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15. BOUNDARY INCONSISTENCIES:
DENOTES ASPHALT PAVEMENT
Any angular and/or dimensional discrepancies between the record documents and the field located occupation boundary corners, and boundary corners with multiple boundary
monuments along with their corresponding quadrant directional misses, are shown on the map of survey.
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16. FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ZONE:
Subject property lies within flood zone AE (base flood elevation 11) and flood zone AE (base flood elevation 12), according to the Flood Insurance Rate Map, Community-Panel
Number: 125096 0014 E, Map Revised: July 2, 1992.
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 judgements being made from the zone line(s) as shown. The above
referenced Federal Emergency Management Agency Map states in the notes to the user that "this map is for insurance purposes only".
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17. APPARENT PHYSICAL USE: The subject property was formerly used as a City of Clearwater Police Substation, but is currently not in use.
18. PREPARED FOR: The City of Clearwater, Public Works Administration / Engineering, P.O. Box 4748 Clearwater, Florida 33758-4748. City of Clearwater contact: Tom Mahony,
Geographic Technology Manager.
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19. RESPONSIBILllY:
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The undersigned, R. Mark Pitchford, PSM, is the responsible Surveyor and Mapper for this Survey and Map.
Not valid without the Signature and the original raised Seal of a Florida Surveyor and Mapper.
Additions or deletions to survey maps or reports by other than the signed party or parties is prohibited without written consent of the signing party or parties.
Neither the map nor the report is full and complete without the other
RECORD DRAWINGS
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PREPARED FOR:
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
100 S. Myrtle Ave.
Clearwa ter, Fl 33758
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ORA....,.. BY SKA
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DESIGNED BY N / A CHECKED BY N / A
SURVEYED BY BOOK NO
TBE . 17-29-15
DATE ORA....,.. OWG NAME
2/20/2001 83060.dwg
INVESTlGA TE
BEFORE YOU
EXCAVATE
CONTRACT NO.
N A
JOB NO.
TBE 00083060.00
SURVEYED BY
700 BAYWAY BOULEVARD
BOUNDARY &
TOPOGRAPHIC SURVEY
ORA....,.. BY
CALL LOCAL PUBLIC
UTILITY NOTIFICATION
CEN TER
TOll FREE
1-800-432-4no
MIN. 48 HOURS BEFORE
YOU EXCAVATE
REVIEWED BY
SHEET NO.
PROJECT ENGINEER
DATE
2 OF 3
APPROVED BY
APPROVED FOR
CONSTRUCTlON
REVISION
CITY ENGINEER MICHAEL D. QUILLEN. P.E. , 33721
DATE
BY
DATE
CITY ENGINEER MICHAEL O. QUILLEN. P.E. , 33721
DATE
INDEX OF PLANS
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SHEET DESCRIPTION
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Surveyor's Report and Legends
Map of Survey
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Public Works Administration
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700 Bayway
Bo,!ndary &- Topographic Survey
Section 17, Township 29 South, Range 15 E
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TBE Proj.eet No.
000830-60.00
Brian J. Aungst
Ed Hart
Ed Hooper
Bob Clark
J. B. Johnson, Jr.
William B. Horne II
Mayor Seat 1
Commissioner-Seat 2
Commissioner-Seat 3
Commissioner-Seat 4
Commissioner-Seat 5
Interim City Manager
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Mahshid Arasteh, P .E.
Public Works Administrator
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Michael D. Quillen, P.E.
City Engineer
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Approved By
CITY ENGINEER MICHAEL D. QUILLEN, P.E. # 33721
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PREP AREO BY
TBE GROUP, INC.
Engineers. Planners. Subsurface Utility Engineers.
Surveyors and Mappers
380 Park Place Boulevard, Suite 300, Clearwater, Florida 33759
Telephone (727) 531-3505, Facsimile (727) 539-1294
Certificate of Authorization: LB 6668
State of Florida
ADDITIONS OR DELETIONS TO SURVEY MAPS OR
REPORTS BY OTHER THAN THE SIGNING PARTY
OR PARTIES IS PROHIBITED. ~,
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THIS DRAWING IS THE PROPERTY OF HARPER PARTNERS, INC. UNLESS OTHERWISE
PROVIDED FOR BY CONTRACT. THE CONTENTS Of' THIS DRAWING ARE CONFIDENTIAL
AND SHALL NOT BE TRANSMITTED TO ANY OTHER PARTY EXCEPT AS AGREED TO
BY mE ARCHITECT IENGINEER. COPYRIGHT HARPER PARTNERS. INC. 2001
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HARPER PARTNERS~ INC.
ARCHITECTURE -ENGINEERING-INTERIORS-PLANNING
3950 - 3rd STREET NORTH
ST. PETERSBURG, FLORIDA 33703
(727) 823-9110 * FAX: (727) 822-3634
AA 0002442 * EB 0007953
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BAYSIDE
SUBDIVISION NO. 5
BLOCK A
PB 38/38
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PATIO AREA
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CLEAR WATER POLICE DEPARTMENT
CLEARWATER BEACH SUBSTATION
700 BA YW A Y BOULEVARD
CLEARWATER, FLORIDA
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CPB 92/70
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SCALE: 1" = 1 0'
2&' ADJACENT LAND5CAFE LIMIT LINE
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20
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NOTE: LANDSCAFING DESIGN TO BE COMFLETED DURING THE
CONSTRUCTION DOCUMENT FHASE OF THE PROJECT. DESIGN TO
BIE AFFROVED BY CITY LANDSCAFE ARCHITECT.
Revision
Pro ject Nome
Description
Dote
FLANT LEGEND
OLE OLEANDER "NERIUM OLEANDER'
QP. QUEEN FALM "SY AGRUS ROMANZOFFIANA'
RF. RUBBER FLANT "FICUS ELASTICA'
W.F. WASHINGTONIAN FALM "WA5HINGTONIA FILIFERA'
::::::\::::::::::::::::::::::: NEW LANDSCAPE - MATERIAL TO BE DETE~INED
-
Drawing TItle
LANDSCAPE PLAN
-
Seal
Approved Pro ject No.
RJa ~103&
Revised Scale
Checked
File Name
1 035-DRC-L 100
Sheet No.
Designed
JD&
Drown
LIOO
I
Date
21 Jt.N: rDl
of
A
B
~
PROPOSED EAST ELEVATION
SCALE: 1/8" = 1'- 0"
~ + 33'-6"
TOP OF ROOF
C
~ + 22'-9"
SECOND FLOOR ROOF
D
PROPOSED WEST ELEVATION
SCALE: 1/8" = l' - 0"
I
~
~
fm
~
~ + 33'-6"
- TOP OF ROOF
EXISTING WASHINGTONIAN
PALMS (TYPICAL THIS SIDE)
~ + 22'-9"
SECOND FLOOR ROOF
I
HARPER PARTNERS, INC.
ARCHITECTURE -ENGINEERING-INTERIORS-PLANNING
3950 - 3rd STREET NORTH
ST. PETERSBURG, FLORIDA 33703
(727) 823-9110 * FAX: (727) 822-3634
AA 0002442 * EB 0007953
THIS DRAWING is THE PROPERTY OF HARPER PARTNERS, INC. UNLESS OTHERWISE
PROVlDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL
AND SHALL NOT BE TRANSMITTED TO ANY OTHER PARTY EXCEPT AS AGREED TO
BY THE ARCHiTECT/ENGINEER. COPYRIGHT HARPER PARTNERS. INC. 2001
BLUE CURVED STANDING SEAM METAL ROOFING
SYSTEM ON EXPOSED TUBULAR TRUSS STRUCTURE
STUCCO FINISH, PAINTED
WHITE - TYPICAL ALL WALLS
BLUE CURVED STANDING SEAM
METAL ROOFING SYSTEM
A
8" GLASS BLOCK WINDOWS FOR
ILLUMINATION AND SECURITY
12" GLASS BLOCK WINDOWS IN
ALUMINUM FRAMES
lj
I
1\
M
, i
I I
~
B
CONCEPTUAL SIGNAGE, SIGNAGE
TO BE REVIEWED UNDER
SEPARATE SUBMITTAL.
POST MOUNTED GLOBE LIGHT FIXTURE
WHITE VINYL/PVC
RAILING SYSTEM
5' HIGH SPLIT-FACED CMU BLOCK
WALL WITH VINYL/PVC FENCING ABOVE
DECORATIVE ROLLING SECURITY GATE
PROPOSED SOUTH ELEVATION (FRONT)
SCALE: 1/8" = 1'- 0"
BLUE CURVED STANDING SEAM METAL ROOFING
SYSTEM ON EXPOSED TUBULAR TRUSS STRUCTURE
ALUMINUM WINDOWS WITH ROLL-UP HURRICANE
SHUTTERS - TYPICAL REAR ELEVATION
WHITE VINYL/PYC RAILING SYSTEM
~ + 33'-6"
- TOP OF ROOF
C
~ + 22'-9"
SECOND FLOOR ROOF
EXISTING ALUMINUM
ROOFING SYSTEM
TO REMAIN \
000000
u
~
D.J
Revision
Project Name
Description
Date
PROPOSED NORTH ELEVATION
SCALE: 1/8" = 1'- 0"
D
CLEARWATER POLICE DEPARTMENT
CLEARWATER BEACH SUBSTATION
700 BA YW A Y BOULEVARD
CLEARWATER, FLORIDA
Drawing Title
PRPOSED ELEV A nONS
Seal
Approved
RJB
Revised
Pro ject No.
1801035
Scale
1/8" = 1'-0"
Checked File Name
1801035-A300
Designed Sheet No.
JDS
Drawn A-300
Date
21 JUNE 01 of
EXISTING DOCK
A
CONC. SEAWALL
PROPERTY L.INE 6t2JJl)<f)'(P) S~.t~6'(F) R-lt2)t2)t2)Jl)'
B
C
NEW SECURE STORAGE TO
HAVE SOLID 6' HIGH WALLS
AND SECURE FENCING
MATERIAL ABOVE.
-------------------------
CONC. SEAWALL
0 0 0 riD 0 0
LANDSCAPING LANDSCAPING
6" CONCRETE CURB
, ~
,
,
11 10 ,
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f\-;I
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MACHINE
ROOM
48 SF
""
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SECURE
STORAGE
240 SF
./
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NEW DECORATIVE GATE
I
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I
LANDSCAPING I
________J
-----------------
EB~~~~/?~~,~o" GROUND FLOOR PLAN
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WALL TO HAVE DECORATIVE
FENCING ABOVE
I
LIEUTENANT'S OFFICE r~
300 SF t{~-1:,'J
~/ \
r----T---l ~ ' ,0-
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WORKROOM/COPIER/
SHREDDER
rUle
R I 15~ Sf
=l___b-'
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MALE EMPLOYEE
164 SF
FEMALE EMPLOYEE
160 SF
3:
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u...
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00
ELEVATOR
f\-;I
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SEARGENT'S OFFICE : :
610 SF k-_" --- r --l
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KITCHENETIE
145 SF
P /A LEAD
WORKER ROOM
200 SF
""
\
CONFERENCE ROOM
315~ _~_
.pf[ ~] f~ lv_ ~]~
~-------------~
~~l~J~~J~~r
- - -
WHITE VINYL/Pve RAILING SYSTEM
EB~~~~/?~~'~o" FIRST FLOOR PLAN
RECEPTION/
FRONT DESK
348 SF
o
LOBBY
490 SF
/
./
""
\
\
"
I
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L____________.J
,-",,-,
I \ I
HARPER PARTNERS, INC.
ARCHITECTURE -ENGINEERING-INTERIORS-PLANNING
3950 - 3rd STREET NORTH
ST. PETERSBURG, FLORIDA 33703
(727) 823-9110 * FAX: (727) 822-3634
AA 0002442 * EB 0007953
THIS DRAWING IS THE PROPERTY OF HARPER PARTNERS, INC. UNLESS OTHERWISE
PRO\l1DED FOR BY CONTRACT, THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL
AND SHALL NOT BE TRANSMITTED TO ANY OTHER PARTY EXCEPT AS AGREED TO
BY THE ARCHITECT/ENGINEER. COPYRIGHT HARPER PARTNERS. INC. 2001
A
BALCONY
3:
o
..-J
W
CD
w-
o
o
cr.
~
"-
EXISTING SECURE STORAGE I
ROOM HAS DAMAGD WOOD I
FRAMING. ROOM IS TO BE I
RE-BUILT IN SAME I
LOCATION. I
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D
C)
z:
0::
4::
U
r..n
0
POST MOUNTED GLOBE z:
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LIGHT FIXTURE
PRoPE~ Y L.INE 61.2t2J' I R-112t2J.0'
I I I
I I!
TRAINING SUPPLIES
NEW STANDING SEAM
METAL ROOF BELOW
3:
g
w
CD
u...
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cr.
B
TRAINING ROOM
/
./
""
\
/
./
C
ROOF BELOW
NEW STANDING SEAM
METAL ROOF BELOW
Revision
Pro ject Name
Description
Date
CLEARWATER POLICE DEPARTMENT
CLEARWATER BEACH SUBSTATION
700 BA YW A Y BOULEVARD
CLEARWATER, FLORIDA
D
Drawing Title
PROPOSED FLOOR PLANS
Seal Approved Pro ject No,
RJB 1801035
Revised Scale
Checked File Name
1035-DRC-A200
Designed Sheet No.
JDS
Drawn A-200
Date
21 JUNE 01 of
E9~~~~/?~~'~O" SECOND FLOOR PLAN
CONDOMINIUM
A-
B-
.
PARKWAY DR
BA Y BAZAAR FLAZA
51-l0FFING CENTER AND
FARKING LOT
C-
D-
~
\
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PROPO&ED PO&T MOUNTED
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FIRE f-llDRANT ** 2 = +/- 2Se ' AWAl
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BLOCK A
PB 38/38
NO.
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12tZl.H'(P) 12tZl.6tZl'(F)
EXI&TIN6 f;)' 111611 CMU WALL PROPERTY LINE
V///////////~///////////////////~
~ S
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/ CPB 92/70 ;
:::: 2 &TORY BUILDING ::::
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SCALE: 1" = 1 0'
fO
o
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5
20
I
I
eITE ANAL yele
ZONING DISTRICT TOURIST DISTRICT 'T'
- FLEXIBLE STANDARD - GoveRNMENTAL USE -
BUILDlNC:s ANAL yele
GR055 FLOOR AREA
GROUND FLOOR AREA:
SECOND FLOOR AREA:
THIRD FLOOR AREA:
GROSS FLOOR AREA:
6UILDING ~EIG~T
MAXIMUM BUILDING HEIGHT
ACTUAL BUILDING HEIGHT
ANAL YSIS RESULT
LANDeCAFlNC:s ANAL yele
LAND5CAPE ANAL Y515
AREA OF SITE (l1b ACRES)
LANDSCAPE REQUIREMENT (MIN):
LANDSCAPE AREA REQUIRED (MIN):
EXISTING LANDSCAPE AREA:
EXISTING COvERAGE PERCENT:
PROPOSED LANDSCAPE AREA:
PROPOSED COVERAGE PERCENT:
ANAL YSIS RESULT
MINIMUM LOT AREA: I.
MINIMUM LOT WIDTH:
MAXIMUM HEIGHT:
MINIMUM SETBACKS: 2.
FRONT
SIDES
REAR
REQUIRED
10,000 SF
100 FT
PROVIDED
b,258 SF
b120 FT
484 SF
3,'~bb SF
1,835 SF
b,258 SF
35-50 FT
33.33 FT
35 - 50 FT,
33 FT. bIN.
COMPLIANT
5T AFFING
FULL TIME STAFF
MOST STAFF AT ANY ONE TIME (TOTAl)
~OUR5 OF OPERATION
MONDAY THRU FRIDAY
SATURDAY AND SUNDAY
0-11 FT
0.1 FT
252 FT
10-15 FT
0-10 FT
10-20 FT
2
8-10
= 1,bb8 SF
= 5 %
= 3134 SF
= 0 SF
= 0 %
= '335 SF
= 12 %
COMPLIANT
FARKlNC:s ANAL yele
PARKING ANAL Y515
BUILDING SQUARE FOOT AGE
PARKING SPACES REQUIRED:
TOT AL SPACES REQUIRED:
HANDICAP SPACES REQUIRED:
= b ,2513 SF.
= 3/1,000 GFA
= 113
= I
EXI5T1NG PARKING
EXISTING PARKING SPACES:
EXISTING HANDICAP SPACES:
TOT AL EXISTING SPACES:
=
113
o
113
=
=
PROP05ED PARKING
ST ANDARD PARKING SPACES:
HANDICAP PARKING SPACES:
TOT AL PROPOSED SPACES:
ANAL YSIS RESULT
5ITE COMPLIANCE NOTE5
I. TI-lIS IS AN EXISTING CITY OWNED SITE TI-lAT
IS BEING RENOVATED AND IMPROVED. TI-lE
MINIMUM LOT AREA AND WIDTI-l CANNOT BE
OBTAINED DUE TO EXISTING SITE
LIMIT A TIONS.
2. TI-lE BUILDING SETBACKS ARE EXISTING AND
ARE TO BE MAINTAINED.
5ITE COVERAGE ANAL Y515
MAX. FLOOR AREA RATIO (F A.RJ: = 1.0
ACTUAL FLOOR AREA = b,25B SF
ACTUAL FLOOR AREA RATIO: = .132
MAX. IMPERVIOUS SURFACE RA no (I.S.R): = .'35
ACTUAL PAVED SURFACE AREA = b,1B0 SF
ACTUAL IMPERVIOUS SURFACE RATIO: = .138
ANAL YSIS RESULT COMPLIANT
1:00 AM - 5:30 PM
1:00 AM - 5:30 PM
OPERATIONAL INFORMATION
TI-lIS SUBSTATION WILL BE FOR PAPER WORK,
REPORT WRITING AND PUBLIC SERVICE
ONL Y. NO ROLL CALL, LINE-UPS OR SUSPECT
PROCESSING WILL OCCUR AT TI-lIS LOCATION.
I
I
= 13
= I
= 14
NON COMPLIANT
PARKING COMPLIANCE NOTE5
I. TI-lIS IS AVAILABLE EXISTING ON-STREET
PARKING IN TI-lE NEIGI-lBORI-lOOD AS WELL
AS TI-lE BAY BAZAAR PLAZA PARKING LOT
DIRECTL Y ACROSS TI-lE STREET.
I
HARPER PARTNERS, INC.
ARCHITECTURE -ENGINEERING-INTERIORS-PLANNING
3950 - 3rd STREET NORTH
ST. PETERSBURG, FLORIDA 33703
(727) 823-9110 * FAX: (727) 822-3634
AA 0002442 * EB 0007953
THIS DRAWING is THE PROPERTY Of' HARPER PARTNERS. INC. UNLESS OTHERWISE
PROVIDED FOR BY CONTRACT, THE CONTENTS OF THIS DRAWING ARE CONFiDENTIAL
AND SHALL NOT BE TRANSMITTED TO ANY OTHER PARTY EXCEPT AS AGREED TO
BY THE ARCHITECT/ENGINEER, COPYRIGHT HARPER PARTNERS, INC. 2001
""'A
-B
..C
Revision
Pro ject Nome
Descrip tion
Dote
CLEARWATER POLICE DEP AR TMENT
CLEARWATER BEACH SUBSTATION
700 BA YW A Y BOULEVARD
CLEARWATER, FLORIDA
~D
Drawing Title
PROPOSED SITE PLAN AND
SITE AND BUILDING ANALYSIS
Seal
Approved
RJ6
Pro ject No.
1801035
Revised Scale
Checked
File Nome
1 035-DRC-A 100
Sheet No.
Designed
JD&
AlOO
Drawn
Dote
21 .AN: 01 of
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INDEX OF DRAWINGS
A-001 COVER AND INDEX OF DRAWINGS
ARCI-lITECTURAL
A-100 PROPOSED SITE PLAN AND SITE ANANL YSIS
A-200 PROPOSED FLOOR PLANS
A-300 PROPOSED BUILDING ELEVATIONS
LANDSCAPING
L-100 LANDSCAPING PLAN (TO BE DEVELOPED FURTI-lER DURING
CONSTRUCTION DOCUMENT PI-lASE OF PROJECT)
SITE SURvEY
I SURVEY CovER SHEET
2 SURVEYOR'S REPORT AND LEGENDS
3 MAP OF SURVEY
~B...t Copy
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JUNE 21~; 2001
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SITE PLAN APPROVED
CASE # Ft 5 ()( -06-E;
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5900 - 5rd 51Kffl NORfH 511 PfffR5BURC1; FlORIDA 55105
(121) 825-9110 * fAX: (121) 822-5654
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