FLD2005-07067
FLD2005-07067
1100 CLEVELAND ST
CLEARWATER CENTER
PLANNER OF RECORD: R T
ATLAS # 287A
ZONING: D
LAND USE: CBD
RECEIVED: 07/01/2005
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDB:
CLWCoverSheet
SURVEYOR AND MAPPER'S REPORT:
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SEC. 15, TWP. 29S, RNG. 15E
C. FRED DEUEL AND ASSOCIATES,INC.
1620 FIRST AVENUE NORTH
ST. PETERSBURG, FLORIDA 33713
TELEPHONE: (727) 822..161
FAX: (727) 821 .7256
EMAIL: CFOEUEL@GlE.NET
CERTIFICATE OF AUTHORIZATION L.B. # 107
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1. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS NOTED.
2. NO INSlRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT OF WAY, ANOIOR OWNERSHIP
WERE FURNISHED TO THIS SURVEYOR AND MAPPER, EXCEPT AS SHOWN.
3. ELEVATIONS ARE SHOWN THUS X 0.00
4. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE SEARCH.
6. THE LOCATION OF UNDERGROUND FOUNDATIONS WAS NOT DETERMINED OR MEASURED ON THIS SURVEY.
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LOTS 1-14, BLOCK "A"
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BOUNDARY SURVEY OF:
PARCEL A:
PARCEL B: [ ~
"Lots 9 thru 25 inclusive <1nd that part of Lot ,.:0, de~c.jbnd as 0 fol.lows: Begin at
the most Southerly corner of said Lot 50 for me POint of Beginning; thence run
North, along the West line of said Lot 50, to the Northeast corner of said Lot 9;
thence East along the Easterly extension of the North line of said Lot 9 to the
Northerly line of said Lot 24; thence Southw(~sterly, along the Northerly line of
said Lot 24, to the Point of Beginning, all in Block "B", BASSEDENA
SUBDIVISION, as recorded in Plat Book 6, Page 26, public records of Pinellas
County, Florida, LESS the following describ,~d tract: Begin at the Northwest
corner of said Lot 11 for the Point of Beginnin;; thence run South 42019'40" East,
14.91 feet; thence South 84010'09" Eas'f:, 24a.0:1 feet to the most Easterly corner of
said Lot 25, said corner being on tne !'lorthwesteriy right-of-way line of NE
Cleveland Street; thence South 58027'00" Wes:, along said Northwesterly right-of-
way line, 50.0 feet; thence continue along sa::.! right-of-way line, South 51000'30"
West, 41.58 feet; thence North 84010'09" West, 152.60 feet; thence South 47048'56"
West, 26.76 feet to a point 10.0 feet =ast of the East right-ot-way line of
Greenwood Avenue; thence South 00012'00" East, along a line of 10.0 feet East of
and parallel to the East line at Greenwood Avenue, 136.01 feet to the
Northwesterly right-of-way line of NE Cleveland Street; thence South 51000'30"
West, along the Northwesterly right-of-way of NE Cleveland Street, 12.83 feet to
the East right-at-way line of Greenwood Avenue; thence North 00012'00" West,
along the East line of Greenwood Avenue, 235.10 feet to the Point of Beginning.
(For right-of-way purposes for realignment of NE Cleveland Street and tor
widening of Greenwood Avenue}"-
FOR:
Holiday Tower, LLC
"Lots 1 thru 14 inclusive, Lot 15, less the East 23.0 feet thereof, all in Block "A",
BASSEDENA SUBDIVISION as recorded in Plat Book 6, Page 26, of the public
records of Pine lias County, Florida. LESS the West 10.0 feet of said Lot 1, deeded
to the City of Clearwater for right-of-way purposes.
Lots 1, 2, 10 and that part of Lots 3 and 4 which lie West of a Southerly extension
of the Westerly line of the Easterly 23.0 teet of Lot 15, Block" A", (of BASSEDENA
SUBDIVISION as recorded in Plat Book 6, Pag~ 25, public records of Pinellas
County, Florida), LESS the East 23.0 feet of said Lot 4 thereof, all in H. A.
KILGORE'S SUBDIVISION as recorded in Plat Book 3, Page 58, public records of
Pinellas County, Florida.
-'
Vacated portion of NE Cleveland Street (66.0 feet width) described as follows:
That portion lying between Blocks "A" and "B" of BASSEDENA SUBDlVISON as
recorded in Plat Book 6, Page 26, public records of Pinellas County, Florida, being
more particularly described as tallows: From the most Easterly corner of Lot 25,
of said Block "B", BASSEDENA SUBDIVISION, said corner being on the
Northwesterly right-ot-way line of NE Cleveland Street, run thence South 58027'00"
West, along said Northwesterly right-at-way line, 50.0 teet; thence continue along
said right-at-way line, South 51000'30" West, 41.58 teet to the Point of Beginning;
thence run South 84010'09" East, 99.84 feet to a point on the Southeasterly right-
of-way line of said NE Cleveland Street; thence run South 58027'00" West, along
said Southeasterly right-of-way line, 33.81 feet; thence continue, along said
Southeasterly right-of-way line, South 51000'30" West, 310.43 feet to a point, said
point being on the Southerly extension of a line lying 10.0 feet East of the East
right-of-way line of Greenwood Avenue as shown adjacent to Block "B" of said
BASSEDENA SUBDIVISION; thence run North 00012'00" West, along a line 10.0
feet East of a parallel to the Southerly extension of the East right-of-way line of
Greenwood Avenue as shown on said Block "B", 84.68 feet to the Northwesterly
right-of-way line of NE Cleveland Street; thence run North 51000'30" East, along
said right-of-way line, 220.09 feet to the Point of Beginning.
FLOOD INFORMATION:
Flood Zone:
Community Panel No.:
Effective Date:
CERTIFIED TO:
Holiday Tower, I.LC
BASIS OF BENCHMARK:
Designation: BREEZE V
Elevation: 31.048
NA VD 1988 DATUM
ARC
AIR CONDITIONER
ACRES
BACKFLOW PREVENTER DEVICE
CHORD
CALCULATED
CATCH BASIN
CHORD BEARING
CONCRETE BLOCK WALL
CONCRETE MONUMENT
CLEAN-OUT
CONCRETE
CENTERUNE
CHAIN UNK FENCE
CABLE TELEVISION
DEED
DEPARTMENT OF ENVIRONMENTAL PROTECTION
DUCTILE IRON PIPE
ELEVATION
FOUND
FINISHED FLOOR
FIRE HYDRANT
FLORIDA POWER CORPORATION
GRATE INLET
GATE VALVE
GUY WIRE
HIGH TENSION
IDENTlFICA TlON
INCORPORATED
IRON PIPE
IRON ROO
UCENSED BUSINESS
LIGHT POLE
MEASURED
MASONRY
MITERED END SECTION
MANHOLE
MISCELLANEOUS
MEAN HIGH WATER UNE
MONITOR
NAIL AND DISK
NORTH AMERICAN VERTICAL DATUM
NOT FIELD LOCATED
NATIONAL GEODETIC VERTICAL DATUM
NUMBER
OVERHEAD WIRES
OFFICIAL RECORD BOOK
POINT OF CURVE
PAGE
POWER AND LIGHT
POINT OF BEGINNING
POINT OF COMMENCEMENT
POINT ON UNE
POINT OF TANGENCY
RADIUS
RECORD
RIVET AND DISK
REINFORCED CONCRETE PIPE
RANGE
RIGHT OF WAY
SET
SANITARY
SECTION
SQUARE FEET
STATE ROAD DEPARTMENT
TEMPORARY BENCHMARK
TELEPHONE
TOP OF BANK
TOE OF SLOPE
TRANSFORMER
TELEVISION
TOWNSHIP
UTlUTY POLE
UTILITY VAULT
TYPICAL
WOOD FENCE
CONCRETE
X
121 03C01 G8G
September 3,2003
ORDER NO. 2004-411
September 20,2004 - Boundary
April 28, 2005 - Soundary/TopC'/Trees(04-A 12-3)
June 15, 2005 - BoundaryfTopofTrees(04041204)
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WORK ORDER NO. 2004-412-4
DATE: 6-10-2005
SCALE: 1" II:: 30'
SHEET NO. 1 OF 1
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CONSULTING ENGINEERS. LAND SURVEYORS. LAND PLANNERS
ST. PETERSBURG .ZEPHYRHILLS
B()UNDAR Y SUR VEY
CLEARWATER
FLORIDA
FLORIDA SURVEYOR'S REGISTRATION NO.
1
827
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GENERAL LANDSCAPE NOTES
1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum
plant growth.
2. All recommended trees and plant materials will be graded as Nursery Grade NO.1 or better as outlined by the Florida
Department of Agriculture and Consumer Services, Division of Plant Industry "Grades and Standards for Nursery Plants",
7th Edition, 1998 as revised from time to time.
3_ All planting shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved practices.
4. All plants shall be fertilized with Agriform 20-10-S tablets as per the manufacturers specifications in conjunction with
note # S.
S. The planting soil shall be the approximate proportions as follows: SO% sand and SO% organic material consisting of
native peat, well-decomposed sawdust, leaf mold and top soil. It shall provide a good pliable and thoroughly mixed
medium with adequate aeration, drainage and water-holding capacity. It shall also be free of all extraneous debris,
such as roots, stones, weeds, etc.
6. All planting areas shall receive a 3" layer of cypress mulch, which is to be watered-in after installation.
7. The plant material schedule is presented for the convenience of the Landscape Contractor. In the event of a discrepancy
between the plan and the plant key, the plan shall prevail.
8. Plants shall meet size, container, and spacing specifications. Any material not meeting specifications shall be removed
and replaced at the contractor's expense.
9. The Landscape Contractor shall be responsible for examining fully both the site and the bid documents. Discrepancies
in the documents or the actual site conditions shall be reported to the Landscape Architect
in writing at the time of bidding or discovery. No account shall be made after contract completion for failure to report
such condition, or for errors on the part of the Landscape Contractor at the time of bidding.
10. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to perform
the work set forth in this plan set and the specifications.
11. Plant material shall be bid as specified unless unavailable, at which time the Landscape Architect
will be notified by in writing of intended changes.
12 Any and all questions concerning the plan set and/or specifications shall be directed to the Landscape Architect
at (727) 793-9888
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IRRIGATION NOTES
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1. A low volume irrigation system, that provides 100% coverage to all proposed
plantings, will be designed and installed by the Contractor.
2. The proposed Irrigation System must meet or exceed all applicable City code
requirements. (i.e., Back Flow Prevention, Automatic Rain Shutoff Device, etCH')
3. Irrigation system must be inspected and accepted by Landscape Architect
prior to installation of mulch. Irrigation must meet city code section 3-1203.C
to provide 100% coverage, and include a rain sensor and timer.
4. Irrigation as-built drawings, which accurately and clearly identify all modifications
&Jor substitutions, must be submitted prior to final inspection and acceptance.
S. The Landscape Contractor must coordinate the placement and power supply for the
irrigation control timer with the General Contractor.
6. The following irrigation system components will be utilized, per each manufacturers'
specifications.
Toro-Netafim TechLine Self Cleaning, Pressure-Compensating Emitter Line
HARDIE - Raindial6 Station Outdoor Control Timer
Richdale - 214APR 1" Electric Valve
Amtec - 10" Round Valve Box.
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13. There shall be no additions, deletions or substitutions without the written approval of the owner.
14. The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) months from final
acceptance by the owner.
1S. All dimensions to be field-checked by the Landscape Contractor prior to landscape material installation. Discrepancies shall
be reported immediately to the owner.
16 All materials must be as specified on the landscape plan. If materials or labor do not adhere to specifications, they will
be rejected by the City Project Manager with proper installation carried out by Landscape Contractor at no additional cost.
17. All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications.
18. No contractor identification signs shall be permitted on the project, except for the project information signs.
19. Existing sod shall be removed as necessary to accomodate new plantings.
20. Any existing areas that are disturbed during the landscape installation shall be resodded with St. Augustine
"Floritam".
21. The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all debris
generated during the installation of this project.
22. All areas disturbed within right of way shall be sodded.
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SITE PLAN APPROVED
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#15 9" PALM 4.0
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TOTAL=80"
SPECIES
24' OAK
27' OAK
16' OAK
17' OAK
16' OAK
14' OAK
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13' OAK
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#4
#3
#2
#1
#25
#24
#27
#28
#23
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#19
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PLANT LIST
12 PD Phoenix Dactylifera, Medjool Palm, (10'-12' CTH.)
3 QV Quercus Virginiana, Live Oak, 2 1/2" CAL. (10' HI.)
9 LI Lagerstroemia Indica, Crepe Myrtle, 2 112" CaL, (10' HI.)
27 SP Sabal Palmetto, Cabbage Palm, (10'-12' CTH)
132 PTV Pittosproum Tobira "Varig", Varigated Pittosporum, 3 GAL. (2' HI.) 30" O.C.
263 VS Viburnum Suspensum, Sandankwa Vibumum, 3 GAL. (2t HI.) 36" O.C.
208 RI Raphiolepis Indica, India Hawthorn, 3 GAL.; 2.5' O.C.
24S LM Liriope Muscari, Big Blue Lilly Turf, 3 GAL.; 1_S' O.C.
35 H Hibiscus Rosa Sinensis, Hibiscus, 3 GAL.; (2' HI.); 2_5' OC
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05.31.05
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QUALITY HILL LUMINAIRE &; 12' HANCOCK POST (TYP.)
6
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ISSUED FOR PERMITTING ONLY
ISSUE DATE: 09.06.05
VICINITY MAP
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PREPARED FOR
"INVESTIGATE BEFORE YOU EXCAVATE"
CLEARWATER CENTRE, LLC
1100 CLEVELAND STREET
CALL SUNSHINE @ 1-800-432-4770
FL. STATUTE 553.851 (1979) REQUIRES A
t.4IN. OF 2 DAYS AND t.4AX. OF 5
DAYS NOllCE BEFORE YOU EXCAVATE.
CLEARWATER, FLORIDA 33755
INDEX
COVER SHEET
1
PROJECT LOCATION
DEMOLITION PLAN
2
SITE PLAN
3
CLEARWATER CENTRE
GRADING DRAINAGE &UTILlTY PLAN
4
GENERAL DETAILS
5
PARCEL # 15/29/15/03060/001 /001 0
LANDSCAPE PLAN
6
1100 CLEVELAND STREET
r--- NOTE
1~~!'iSTRUCTION SHALL BE IN ACCORDANCE WITH THE LA TEST
EDiTIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION,
RI";q;.tJAY AND TRAFFIC DESIGN STANDARDS AND CITY OF
\ CL ~-.'''I<'NA 1[R CONSTRUCTION STANDARDS.
"
'-..
'-- .-.
CLEARWATER, FLORIDA 33755
LEGAL DESCR!PliON
BOUNDA.c?Y SUP-vEY :..-'/":
PARC'ECA-----
ISSUE DATE: 09.06.05
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PARCEL B:
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AGENCY
CITY OF CLEARWATER
APPLlCA TIONIPERMIT t#
FLD200b-07067
DATE ISSUED I DATE EXPIRES
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THIS PROPERTY LIES OUTSiDE THE bOO-YEAR FLOOD PLAIN ZONED "X" AS DEPICTED
ON FEMA FLOOD INSURAi'>4CE RATE MAP NO. 12103C0108H
[;)ATED: MAY 17TH, 2005
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f,,\
'\ lJNDE~ A SEPARATE PERMIT APPLICATION.
\
1~. ~L SITE LIGHTING WILL BE ATTACHED TO BUILDING. NO FREE
1
! $TANDING LIGHTING IS PROPOSED.
--/."";" _ -------~. _ - - - - -;:.,.
, ,.., 1 '" ~. ...... ....... '" '" ~ ...... ~..." 'Y ...... V 'V' '" ~ '" ..., ..... v v- '" 'Y ...,. 'Y ... ... .... ..., ....,"", ~
~ . JL' ,. 1b.1HERE: ARE TWO EXISTING EASEMENTS ON SITE IDENTIFIED BY THE SURVEY FOR THIS PROPERTY. ,
) ':~I :"HI ... ,.,/ THE UTILITY EASEMENT (O.R. 4231, PG. 1400) WILL B'f VACATED AND ONE PUBLlCE SIDEWALK EASEMENT. ,
~~~~~~~~~~~~~~~~~ - - - -~~ /
I 14. I HcKI= AKc NU cNVIKUMcN I ALL Y SITE. -
II .... ....~.........,...... ....., ..., '" ...., ...." ... ... -.., ....,. ...., ...... -.., 'V' ...., ...... ...-...... -,
/ 15. THE MINIMUM CLEARANCE FOR ANY PORTE COCHERES, OVERHEAD WALKWAYS, PEDESTRIAN BRIDGES, ETC.
// I BENEATH WHICH EMERGENCY VEHICLES MUST TRAVEL IS 14 FT.
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17.4. VERTICAL HEIGHT CLEARANCE OF PARKING GARAGE MUST BE A MIN, OF 8'.2" TO ACCOMMODATE A
H.C. VANFROM THE ENTRANCE, ROUTE, PARKING STALL AND EXIT.
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GENERAL NOTES:
1. ENGINEER/LANDSCAPE ARCHITECT:
KEITH ZAYAC & ASSOCIATES, INC.
701 ENTERPRISE ROAD EAST, SUITE 404
SAFETY HARBOR, FL 34695
(727) 793.9888 Bus
(727) 793-9855 Fax
15/29/15/03060/001/0010
2. PARCEL ID:
ZONING:
FUTLRE LAND USE:
3. PRESENT USE
-D"
"CDB"
OFFICE BUILDING
4. DEVELOPED USE
5, TOT Jl.L SITE AREA
6. SETBACKS:
REQUIRED
0' FRONT
PROPOSED
25.00' (TO BLDG.)
15.00' (TO B.O.C_)
16.00' (EAST B.O.C.)
26.00' (WEST TO BLDG.)
15.00' (TO BLDG.)
10.00' (TO B.O.C.)
O'SIDE
0' REAR
7, ALLOWABLE MAX HEIGHT
PROPOSED BLDG. HEIGHT
30'.50' MAX.
155'-0" TO ROOF PLUS 21'-6" "HIGH HAT".
8. SOLID WASTE BE PROVIDED BY A ROLL-OUT BLACK BARRELS.
9. ALL DISTURBED AREAS WITi-~iill Q,IGHT-OF-WAY SHALL BE REGRADED & SODDED.
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11,342.92 SF (0.26 AC) I
10,342.00 SF (0,09 FAR,>
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96,738.02 SF (0.89 ISR))
164 SPACES )
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2,921 SF (27%) }
71 UNITS i
44,300 SF (OA 1 FAR) l
15. SITE DATA TABLE:
A. TOTAL SITE AREA
PROPOSED:
108,080.94 SF (2.48 AC)
25,075.95 SF (0.57 AC)
72,007.00 SF (0,66 FAR)
10,997.99 SF
,
,
<
<
<
<
<
<
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B. TOTAL OPEN SPACE:
C. BUILDING FOOTPRINT:
E. SIDEWALK/DECK/PAVED AREA:
86,396.02 SF
- I.:
:..t_ J-
. I
83,004.99 SF (0,76ISR)
263 SPACES
F. ITOTI\L IMPERVIOUS AREA:
I
G. IPARI<ING SPACES:
I
1
H.IVEHICUlARAREA:
I
I. IINTERIOR LANDSCAPE AREA:
I
J. iMULTIFAMIL Y CONDOMINIUM UNITS:
I
K.:OFFlCElRETAlL SPACE:
1,772.42 SF (2.85%) l
o UNITS I
151,000 SF (1 AO FAR)
'\.
"1'-.
r,
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10,696 SF
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LEGEND
F' EA:Ek1t= \ r
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(TYP. )
TYPICAL
-..-..-..-
PROJECT BOUNDARY
. . . ,
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1
l
.
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REQUIRED:
N/A
N1A
N/A
N/A
N/A
1,5 SPACE/UNIT
+ 3 SPACES/1,OOO GFA
= 239 SPACES REQUIRED
N/A
N/A
(30 UNITS/ACRE) = 74 UNITS
N/A
""
PROPOSED CONCRETE PARKING
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A T APPLICANT'S EXPENSE
:/ '/ '>-~'.' ,", , '0/'/ ~Ii
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LEGEND
TYP
TYPICAL
,',"
~
PROPOSED GRADE
<)
EXISTING GRADE
-.--..-
PROPERTY LINE
- "wITR- 'wITR-
PROPOSED 4" POTABLE SERVICE
-ss -
PROPOSED 6" SANITARY SERVICE
-FS -
PROPOSED 6" FIRE SERVICE
-- I., TQ-- - ..; IQ
EXISTING 6" POTABLE WATER
EXISTING SANITARY SEWER
~
~
PAVING, GRADING AND DRAINAGE NOTES:
1. SEE GENERAL NOTES SHEET AND DEMOLITION FOR EROSION AND SILTATION
CONTROL ALONG WITH GENERAL NOTES.
2. SEE SITE PLAN/HORIZONTAL CONTROL SHEET FOR SITE DATA.
3. SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH
MARK (TBM) LOCATIONS.
4. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED
IN THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL
PREPARED BY THE FLORIDA BOARD OF BUILDING CODES AND STANDARDS.
5. ACCORDING TO F.I.R.M COMMUNITY PANEL # 12103C0108H THIS SITE LIES OUTSIDE
THE 500-YEAR FLOOD PLAIN ZONED "X", DATED MAY 17TH, 2005
6. ALL DISTURBED AREAS WITH IN R-O-W SHALL BE SODDED.
7. ALL GRATE INLETS SHALL MEET HS-20 SPECIFICATIONS
EROSION CONTROL MEASURES NOTE:
REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE
BARRlCA:lES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE
CITATiONS, AS PROVIDED BY CHAPTERS 40D~ AND 400-40, FAC.
IN:TIA~ iON OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION
373. i29, F.;..C., CAN RESULT IN A PENALTY NOT TO EXCEED $10,000
PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS
CONSTITUTING A SEPARATE OFFENSE.
UTIL!TY NOTES
1. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES. UTILITIES HAVE BEEN OBTAINED
FROM THE CITY OF CLEARWATER UTILITY ATLAS.
2. CONTRACTOR SHALL NOTIFY AND COORDINATE WATER
SERVICE WITH CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT.
3. CONTRACTOR SHALL NOTIFY AND COORDINATE SEWER
SERVICE WITH CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT.
Jy,,'
4. CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL
POWER SERVICE WITH LOCAL ELECTRIC COMPANY.
5. SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION
OF OTHER EXISTING UTILITIES.
6. SEE GENERAL NOTES SHEET FOR ADDITIONAL UTILITY NOTES.
7. INFORMATION DEPICTED REGARDING EXISTING UTILITIES IS
APPROXIMATE AND IS NOT FIELD VERIFIED. PRIOR TO COMMENCEMENT
OF CONSTRUCTION, CONTRACTOR WILL FIELD LOCATE & VERIFY
EXISTING UTILITIES e.g. TYPE OF UTILITY, INVERT, CONDUIT MATERIAL
ECT. AND CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES
AND/OR CONFLICTS.
8. UNDERGROUND WATERMAINS AND HYDRANTS SHALL BE INSTALLED,
AND COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241.
9. CONTRACTOR SHALL INSTALL FIRE SERVICE LINE FROM TAPPING
SLEEVE & VALVE TO THE LOCATION OF BACKFLOW PREVENTER
AND FROM DEVICE TO BLDG.
1 O. INSTALL A KNOX KEY BOX FOR EMERGENCY ACCESS AS PER
NFPA 1, SEC. 3-6 OR EQUILVALENT. CONTACT LIFE SAFETY MANAGEMENT
7:1_;: OFFICE AT CLEARWATER FIRE & RESCUE, 610 FRANKLIN STREET. THE LOCK
BOX MUST BE INSTALLED PRIOR TO BUILDING FINAL INSPECTION.
11. THE BUILDING IS TO BE SPRINKLED AND MUST CONFORM TO NFPA-13.
12. THERE SHALL BE 7 1/2' FEET IN FRONT OF AND TO THE SIDES OF
THE FIRE HYDRANT, WITH 4 FOOT CLEARANCE TO THE REAR OF THE HYDRANT
ARE REQUIRED TO BE MAINTAINED AS PER NFPA-1
\...:~! 1,,/:,'.. -- "",:(.1 --
13. FIRE DEPARTMENT CONNECTIONS SHALL BE IDENTIFIED BY A SIGN THAT STATES,
"NO PARKING, FIRE DEPARTMENT CONNECTION" AND SHALL BE MAINTAINED WITH
A CLEARANCE OF 7 1/2' FEET IN FRONT OF AND TO THE SIDES OF APPLIANCE
AS PER NFPC 2004 EDITION.
"L',
.. 14. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, THEY SHALL
~t:t~Y SHALL BE INSTAL~~Q._..TESTED AND IN SERVICE PRIOR TO CONSTRUCTION
AS PER NFPA-241.
,-<' - -
15. ANY VAULTS OR RAMPS OVER WHICH EMERGENCY VEHICLES MAY HAVE TO TRAVEL MUST
MEET THE REQUIREMENTS OF HS-20 SPECIFICATIONS.
14. A GATE TYPE LOCK BOX MUST BE PROVIDED FOR EMERGENCY ACCESS TO COMPLY
WITH THE REQUIREMENTS OF PINELLAS COUNTY ORDINANCE 98-04. APPLICATIONS FOR
GATE' TYPE LOCi< BOX MAy1BE OBTAINED FROM THE LIFE SAFETY MANAGEMENT OFFICE
AT CLEARWATER FIRE & RESCUE, 610 FRANKLIN STREET.
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ORIGINAL DA IT'
SHEET
4
OF
05,31.05
6
ISSUE DATE: 09.06.05
I:ANSIDN JDINT
0=] I
NORMALL Y 48'
MAXIMUM 50'
STRUCK JOINT
EXPANSION JOINT
[ I I
I- · ..I
VARIES
1/4 " / FT. MIN.
EXPANSION JOINT
"; ; ^ ,;;,., v,.,.\
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A .
A .
4" CONCRETE SIDEWALK
(PORTLAND CEMENT CONCRETE, CLASS 1 W/ FIBERMESH)
1. SIDEWALK TO BE MINIMUM 4" THICK CONCRETE. (6" MINIMUM AT DRIVEWAYS)
2. SIDEWALK TO HAVE 1/2" RADIUS TOOLED EDGES.
3. CONTRACTION JOINTS TO BE A MINIMUM OF 1 1 /2" AND AT INTERVALS SPECIFIED BY FDOT.
4. EXPANSION JOINTS ARE REQUIRED BETWEEN SIDEWALKS AND CURBING, DRIVEWAYS AND ALL
FIXED OBJECTS AND A T INTERVALS SPECIFIED BY FDOT.
5. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" X 6" BITUMINOUS EXPANSION
STRIP.
6. MINIMUM CROSS SLOPE 1 / 4" TO 1'-0", MAXIMUM 1 /2" TO 1'-0", OR AS DIRECTED BY THE
ENGINEER.
7. AREA UNDER PROPOSED SIDEWALKS TO BE COMPACTED PER FDOT STANDARD
SPECIFICATIONS 128-9.2
8. DISTURBED AREAS TO BE SODDED AS DIRECTED BY THE ENGINEER UNLESS INDICATED
OTHERWISE.
9. SIDEWALK TO HAVE BROOM FINISH.
10. CONCRETE SHALL BE CURED PER FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION, SECTION 520-8
TYPICAL SIDE'w'ALK PLAN
EQUAL TO SIDE\.IALK
\.IIDTH (6' MAXIMUM)
:1 1/2' BITUMINOUS STRIP
~... . ~. .... BROOM FINISH~~'~""Ulf~..~.,.,...
" ,...., ...... .. ..... ,-. '.,.. 'J . ',' ~ ':~:-,.,... '.. .~. '.
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EXPANsmN JOINT
STRUCK JOINT
STRUCK JOINT
NOTES:
1. SIDE\.IALKS SHALL HAVE TOOLED EDGES.
2. CONSTRUCTlDN JOINTS SHALL BE LOCATED AT STRUCK JOINTS DR EXPANSION JOINTS ONLY.
3. EXPANSION JOII'-lTS SHALL BE INSTALLED AS SHO\.lN AND ALONG EDGE ABUTTING CURB,
4. EXPANSION JOII'-lTS SHALL CONSIST OF CONTINUOUS 112' BITUMINOUS EXPANSION STRIP, AS SHO\.lN.
CONCRETE SIDEWALK
CONSTRUCTION DETAIL
NTS
~,~..., ~ ..., ..., ~ ~ ~ ~ ..., ~
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-------------------
_ !.NO TIE FRONDS
~
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:: ~lRUNK SHAlL BE STRAIGHT AND
~ ~lHOUT CURVES, FREE Of SCARS,
. .- BURNWARI<S !.NO BOOTS
~
~.
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~.
~
-,
II~!) LAYERS OF BURlAP,
~ S - 2",4.,'6. WOODEN BAmNS,
,~ ~ OONNECTED ~TH 2-J/4. STEEL llANOS.
~ 2"X4" WOOD BRACE (J EA, WIN.)
, ~ NAL TO BA mNS tlt ST AJ<ES
~ - (J) 2",4",36" WOODEN STAJ<ES
~
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TIllED AND LOOSENED
NATIVE SOIL BACI<FILL
8' SOIL SAUCER AROUND
PLANTING HOLE.
RooTBAlL
J" t.4Ul.CH LA ~R
FERTIUZER TABLETS
AS SPEClFlED. PLACE
UNlFllRML Y AROUND
ROOT t.4ASS BETWEEN
~D~~JAf~TTOM _____
_ EXlSTJolG UNDISTURBED SOIL
..'N' T1"'~ n<. ...,""
Of lHE ROOTBALL
PALM PLANTING DETAIL
~
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J"t':~H''{'!. ^ ~')~w.~~
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1t.1'(. ~~~~I~:5l..~.t}JJ ~:I;
~~~~ 1
ALL SHRUBS/GROUNDCOVER
TO BE lRl!.NGULAR SPACING.
SEE PLANT UST FOR (D.C.) SPACING.
18" WIN. SETBACI< FOR SHRUBS
tlt GROUN>COVERS
C .C. SPACING
~ BACI< Of CURB/
BED UNE
PLANT SPACING DETAIL (SECTION)
N.T.S.
SIDEWALK TYPICAL SECTION
NTS
TYPICAL HYDRANT SETTING
n,t,s,
~
Connecting Piece w/lntegrally ~ @ Fl:& Fire Hydrant AsseMbly
cast Mech. Joint GIOond on ~ ~ CTyp,)
one End-D.1. Rotatable Mec~ 'WI
J.Oint Gland on Other End. ------- U I
Length VOories
JrlL (See Note IJ
Valve Oond Hydrant Tee
w/D.I. Roto,table Mech, JOI~(~ 11.)
Gland on Plain End Branch, 0 Mech, Joint
Vo,lve
-
- -
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NDT(~'1
1. Ot, Hyalro.nts Requiring Runout
I.l1st Two Joints Must Be Restro.lneal
r>er Deto.ll 403 <2 of 2),
CrN OF CLEARWAl[R. FlORIDA
PUBLIC WORkS ADIIINISTRATION
ENGINEERING
TYPICAL HYDRANT
SETTING
PLAN VIEI./
~.,.
-.,.
0l.m'/92
~~
3 IF 4
_. DATE
_. ~
SETTING
--
TYPICAL FIRE
HYDRANT
n.to5,
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or
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24' MOox,
I
.
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~
/valve Box
~~~~ i~
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-~ ~-
. Irlll.
- --
"'--Restraining Joint
CTyp.)
CrN OF CLEARWAl[R FlORIDA
PUBliC WORkS ADIIINISTRATlON
ENGINEERING
TYPICAL HYDRANT
SETTING
CROSS SECTION
DlstOonce Vo,rles
'Y~~i .
I
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ONL Y APPROVED
( I JUL
T
J.
Kennedy GUOordiOon No, K -811l
Muller Centurlan No, A-42
U,S. Pipe MetropolitOon
NOTES,
1. SteCll'1er Connection to Face Street,
2, All Fire Hydro,nts to hOove 5 1/4' Valve Seat,
3, Fire Hydrants Sholl be Placed at Street Corn rs
or in the R.D,'W. AdjOocent to Side Lot Lines
'Whenever Possible,
4. See Sheet 3 for Typical Connections 8. Fitting
-
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CH~lr
_.~,'"
~~/9l
,....
402
2 Dr 4
,_. DATE
HEIGH T
SPREAD I
'^' a,. A
"~
(-. ~~
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~ 3"IoIULCH LA~R
~
.::Io!. .
FERTIUZER TABLETS AS
SPEClFED. PLACE UNIFORIoIL Y
AROUND ROOT t.4ASS
BET'NEEN NIDDLE A/o[)
ElO~ Of ROOT MASS
~"
~
PREPARED PL!.NTlNG SOIL
EXISTING UtoIltSTURBED SOIL
J TO !) TlMES 'Il1)TH
or RooTBALL
SHRUB &: GROUNDCOVER PLANTING DETAIL
N.T.L
60
BI
I_I
BoAl-i.2'
BK ABr77/80IUCCESS
I~ I ~~~W5i1"i'giA,
X 1 "LG. FLAT HD.
BOLT.
--.l.
8
r
~
r1/4 WIDE OPENINGS
o 7/8 O. C.
30
r5/8 WIDE BARS
JA
30
L
B.J
1 1/2 ---J I-
1-11- II
-J 80
SECTION B-8
I, d I,
---LL 1/2
1 1 ;~J'-
(j U.S. FOUNDRY & MFG. CORP.
.A. ~EDLEY, FLORIDA
TREE PLANTING DETAIL
N.T.S,
SECTlON A- A
~
1-MATERIAL: ASlM-A48 CLASS 35B GRAY IRON.
2-GRATE WGT: 360 LBS. APP. PER SET.
USF 9511 TREE GRATE
SPREAD
'0
'O() (1
'0<:)
NOTES:
1. 1U WOOD ~iIWl. BE SPRUCE OR PINE -NOT PRESSURE TRfAlED.
2. CROOS TIES SHALl. NOT CROSS MR .xx>Y ROOTS.
3. RDllM All STRtro Il/OR WIRE WRAPPED AROUND TRUNK.
4, RDllM All S1RN'S, ROPES, WIRE, Il/OR STRINGS USED TO UFT THE ROOTIWL
5, RDllM All B~ Il/OR _ FROM THE TOP Of THE ROOT IW.L
6, TOP Of ROOTlWl. TO BE SET 2. BELOM ANISH SURROUtoNG ANISH GRADE.
'0
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2"X2"X4' STAKE
W.CH J. FROM TRUNK
MULCH 3. DEPTH
TILlED AND LOOSEte
~1M SOL IW:KF1Il.
~"X2"X4' CROSS MEMBER -1-
~lP / I
2"X2"X4' C2ISS IIEMIIER
1')
:' t
Ila.lAIN.
1\. ". ~
i1
. AS SPEClAffi, PlJCE
=~=
- ROOT IMSS BETWEEN
\ . a 1I1ll1l.E AND ImTOlI
iT ._:~", II!I I' Of ROOT llASS.
llill] I'" ': . , <:--- UNDlSlURBED SOl.
~j, t!'. .~' ~ .
...- _ j I _.' 2-2"X4 STAKE w/
," I =~~tL=[D '1<IJfil!TTNrTj)fplil~i'l!![:lf!::~]!I!1 l~\i.~=mlB.
"'---- 2"X2"X4' STAKE '~ To 5 TIllES THE WlDlli SOIL
Of TIE R001&\LL
.
ROOTBALl
2- 2.5"OR'1WA1l SCREWS
DIN. I,Y:. h " lIOM.El3 ., "4- l' 0- DATE: 1/13/03
I~ 1/1"/O.JIULSI 1_-.ar~_Ml~_Clo\IT_ "'M/uLS 'I" = -
I REV. DATE I BYICHK.I DESCRIPTlON 81'1 llRNQ A6015 IIEY:~
FDDT Type S-3 Asph. Cone. patch
to be 2' Min. thickness or Ma tch
existing for thickness In excess
(,r 2'
~patCh~ ~~st~~~Cest~~I~t on
T+2' (8" Min. f- Replace BaSH! lonqltudlnal
COMpacted I / I /'lns'talla'tlOnS
.......... I
/
'::::;il~~;L~"':"~::.: ,.",
per Llty Article I./Idth
22 Varies
4' Mln,
Monolithic Slab
3,000 psi
Fiber Mesh
I\;'ncrete
I f this point
Is within 4'
of an
existing
Joint, then
/th~ Joint.
I
:.~..:....,...
'.. . . .
\I
... ,4T.: I' ~.','" .
~L":"'EO"C'.'.
1./
Trench
I./Idth
Varies
18'
Mln,
18'
Min.
T=Thlcknl!ss
of' original
BaSI!
COMpacted "
Backfill ~ fJ
i'-""""Undlsturbed Trench
~Iae
COMpacted .......100-
Backflll"r ~
~ ~
T=6' until IJ
.xc..ds 6', thlrn
T=S'
~dlsturbed Trench Side
ASPHALT STREE~ AND
DRIVE~AY REPLACEMENT
REQUIRED FOR UTILITY
CONSTRUCTION
CONCRETE REPLACEMENT
REQUIRED FOR UTILITY
CONSTRUCTION
I 4/.~ _ -.:M of I
~'. DA..!!... .....
CrN OF' CLEARWATE~l FlORIDA
PUBlIC WORKS AD"l'dSTRATlON
ENGINEERING
STREET AND DRIVEIJAY 7~
REPLACEMENT FOR ~
CONCRETE & ASPHALTIC 1M
-. .....
-=:rt
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&
CLEANOUT PLUG
CHARLOTTE Pipe Anal F ounalry COMPo.~
Po.rt No, 106 Dr Equo.l \ 11
-...... -..,.~ ~ - .;..
II
l
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---1
See NOTE For Tro.fflc Beo.rlng Cover,
....... --
&
FEMALE ADAPTER
CHARLOTTE Pipe Anal Founalry COl'lpo.ny
Po.rt No, 101 Dr Equo.l
Concrete Po.d 8'
Thick x 1'-6' Sq,
&
TWO-WAY CLEANOUT
CHARLOTTE Pipe Anal Foundry COMpO.
Part No, 448 Dr Equal
~
-
,
wer Lo.tero.l
(
(
CLEANDUT DETAIL
~
N,T.S,
&.
NOTE, Cleo.nout Plug Cover To Be
U.S, Founalry 7623 Dr Equal.
&.. 3/04 R.vls.d Per UtlUtte.
REV. nA T( DESCRIPTI[Jrr4
CITY Of CLEARIJATER, fLORIDA
ENGINEERING DEPARTMENT
IlE:DO~N BY STANDARD Dot\T[
OU, ~5.'k.BY CLEAN OUT JN~'"
(Sanitary)
API', ....P~l BY I IT 2
I
I
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CLEANOUT PLUG
CHARLOTTE Pipe And Foundry COMPO.,
Part No, 106 Dr Equo.l
\11
.....YO. ___-.~ -......... -_
Concrete Pod 8'.J B ~ FEMALE ~DAPTER
Thick x 1'-6' Sq, CHARLOTTE Pipe And Foundry
r:::r Po.rt No, 101 Dr Equo.l
I r-- ~
COMpo.ny
See NOTE For Tro.fflc Beo.rlng Cover,
6' or 8'- 1/8 Ben
AI_
Plug
()
I I
I
-
Sewer Mo.ln.../
-
TERMINAL
CLEANDUT
DET AIL
N,T,S,
I
I
&
NOTEI Cleo.nout Plug Cover To Be
U.S, Foundry 7623 Dr Equal.
8. 3/04 Revised Per UtlUt~.
REV DAlE DESCRIPTION
CITY Of CLEARIJATER, fLORlDA
ENGINEERING DEPARTMENT
R[DO~N BY STANDARD II"S;~~
O,SF, C~5.'k.BY TERMINAL END INII"'"
CLEAN OUT 304
'PI' ....P~D BY ( anltarv) 2 IT 2 J
-
~~~
~~ooo J-
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-=-l~~
Top
View
Ford Meter Flo.nge
Approved Bo.ckflow *
Prevention DevidEflo.nged)
Ford Angle
Vo.l ve(Flonged) Flow
..
---...-~~
~-~ ~
~ Meter
(Flo.nged) l
/
::>
-;::;- Bro.ss Nipple
!!!~
c OJ
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TYPICAL SINGLE DEVICE! 1/2" and 2/1 MODELS
NOTEI
Device Must be Insto.lled level,
APPROVED R,P, DEVIlCES
Hersey- Beeco ModeU FRP II
VI 0. tts Model 909 or 009
Conbro.co 40200
* APPROVED DOUBLE-CHECK VALVES
Hersey-Beeco Model FDC
VI 0. tts Model 709 or 007
Conbro.co 40100
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
~~~BY TYPICAL METER SETS \.II
Q!EQ(ED BY BACI<FLO\.l PREVENTERS
REV.
DESlCNED BY
DATE
DESCRlPl10N
N'f'.
b
~(C- ~~ fITvm:: ~ ;0: :0:
- ~ ~~'\
=::J
To.pped Flo.ng~ (Ii r Bro.ss Nipples 2' Bo.ckflow
Bo.ll Vo.lvE!'-"" ~i; 1 <Typ,) / Preventer
1= -'=- __
'- I. I J( n lJl.
"=' ____ w
90. Bro.ss Ell
-
Flow
JI ))11
;:::fu~
~) "- T o.ppeol Flo.nge
t ~ ~ "- Bo.ll V o.l ve
.1 ../
J
.
90. Bro.ss E
BYPASS DETAIL
Approved Bo.ckflow
Resilient Seo.t r Plo.te Stro.lner ! Prevente~ Resilient Seo.t
OS &c Y Vo.lve~ / OS &c Y Vo.lve
Flo.nged T e Flo.nged Tee
Flo.nged 90.
o o~ ~~oo 0 ~Unlflo.nge
~ M.t.r 1 =
J, T ~
/
J
,I, 1I!l! ~
""
~ D,L Pipe
\\L
\\t
Supports
b
e-=-
[
J
E;::::: ~ rn
M,J, 90. Bend------- III
.....
-----
M,J, 90. Bend
.
Flow
TYPICAL COMPOUND ~ATER METER SET
NOTEI
1. 0 S &c Y Vo.lve Ho.nd~es will be Cho.lned a.nd Locked,
2, Meter Sets will be Po.lnted ~Ifter Insto.llo. tlon,
3, Bypo.ss Pipe &c Fittings Sho.ll be Threo.ded Bro.ss,
n,t,s,
* APPROVED R,P, DEVICES
Hersey-Beeco Model 6CM
AMes 5000 SS
VIa. tts Model 909 or 009
Conbro.co 40200
CITY OF CLEARWATER. FLORIDA
PUBUC WORKS AD~INISTRATION
ENGINEERING
TYPICAL COMPOUND
\.lATER METER SET
90. RISE
* APPROVED DOUBLE -CHECK VALVE
Hersey- Beeco Model No. 2
Al'les 2000 SS
'Wa. tts Model 709 or 007
Conbro.co 40100
~DRAWOl BY
MJP
Q!EQ(ED BY
REV.
N'f'.
DESlCNED BY
DATE
DESCRlPl10N
ISSUED
FOR
PERMITTING
ONLY
<4~
a....~
.......
'7
..../_-
DATE
02/94
INDEX NO.
405
2 OF 5
DATE
02/94
INDEX NO.
405
3 Of 5
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1. The Landscape Contractor shall ,~rade planting beds, as required, to provide positive drainage and promote optimum
plant growth.
2. All recommended trees and plant materials will be graded as Nursery Grade NO.1 or better as outlined by the Florida
Department of Agriculture and Consumer Services, Division of Plant Industry IIGrades and Standards for Nursery Plantsll,
7th Edition, 1998 as revised from time to time.
3. All planting shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved practices.
4. All plants shall be fertilized with Agriform 20-10-5 tablets as per the manufacturers specifications in conjunction with
note # 5.
5. The planting/soil shall.be the approximate proportions as follows: 50% sand and 50% organic material consisting of
native peat, /Well-gecomposed sawdust, leaf mold and top soil. It shall provide a good pliable and thoroughly mixed
medium with ~dequate aeration, drainage and water-holding capacity. It shall also be free of all extraneous debris,
such as ro91S; stones, weeds, etc:.
6. All planting areas shall receive a 3" layer of cypress mulch, which is to be watered-in after installation.
7. -T~ plant material schedule is pn~sented for the convenience of the Landscape Contractor. In the event of a discrepancy
'betWeen the plan and the plant kl~y, the plan shall prevail.
. 8. Plants shall meet size, container, and spacing specifications. Any material not meeting specifications shall be removed
and replaced at the contractor's E!Xpense.
9. The Landscape Contractor shalll:>e responsible for examining fully both the site and the bid documents. Discrepancies
in the documents or the actual site conditions shall be reported to the Landscape Architect
in writing at the time of bidding or discovery. No account shall be made after contract completion for failure to report
such condition, or for errors on the part of the Landscape Contractor at the time of bidding.
10. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to perform
the work set forth in this plan set and the specifications.
11. Plant material shall be bid as specified unless unavailable, at which time the Landscape Architect
will be notified by in writing of intEmded changes.
12. Any and all questions concernin~1 the plan set and/or specifications shall be directed to the Landscape Architect
at (727) 793-9888
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13. There shall be no additions, deletions or substitutions without the written approval of the owner.
14. The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) months from final
acceptance by the owner.
15. All dimensions to be field-checked by the Landscape Contractor prior to landscape material installation. Discrepancies shall
be reported immediately to the owner.
16. All materials must be as specified on the landscape plan. If materials or labor do not adhere to specifications, they will
be rejected by the City Project Mlanager with proper installation carried out by Landscape Contractor at no additional cost.
All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications.
No contractor identification signs shall be permitted on the project, except for the project information signs.
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Existing sod shall be removed as necessary to accomodate new plantings.
Any existing areas that are disturbed during the landscape installation shall be resodded with St. Augustine
"Floritam".
The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all debris
generated during tl;1e installation of this project.
.~ All areas disturbed.within right of way shall be sodded,
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A low volume irrigation system, that provides 100% coverage to all proposed
plantings, will be designed and installed by the Contractor.
2. The proposed Irrigation System must meet or exceed all applicable City code
requirements. (Le., Back Flow Prevention, Automatic Rain Shutoff Device, etc...)
3. Irrigation system must be inspected and accepted by Landscape Architect
prior to installation of mulch. Irrigation must meet city code section 3-1203.C
to provide 100% coverage, and include a rain sensor and timer.
4. Irrigation as-built drawings, which accurately and clearly identify all modifications
&lor substitutions, must be submitted prior to final inspection and acceptance.
5. The Landscape Contractor must coordinate the placement and power supply for the
irrigation control timer with the General Contractor.
6. The following irrigation system components will be utilized, per each manufacturers'
specifications.
Toro-Netafim TechLine Self Cleaning, Pressure-Compensating Emitter Line
HARDIE - Raindial 6 Station Outdoor Control Timer
Richdale - 214APR 1" Electric Valve
Amtec - 10" Round Valve Box.
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6 PC Phoenix Canariensis, Canapy Island Date Palm, (12' C.T.H.)
33 SP Sabal Palmetto, Cabbage Palm. (10'-12' C.T.H.)
134 PTV Pittosproum Tobira ''Varig'', Varigated Pittosporum, 3 GAL. (2' HT.) 30" O.C.
263 VS Viburnum Suspensum. Sandankwa Viburnum, 3 GAL. (2' HT.) 36" O.C.
243 RI Raphiolepis Indica, India Hawthom. 3 GAL.; 2.5' O,C.
115 LM Liriope Muscari, Big Blue Lilly Turf, 3 GAL.; 1.5' O.C.
35 H Hibiscus Rosa Sinensis, Hibiscus, 3 GAL.; (2' HT.); 2.5' O.C.
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ORIGINAL DATE: 05.31.05
SHEET
6 OF 6
ISSUE DATE: 09.06.05
(. p ~ ~ \ t'..1 i\ L
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MIXED USE DEVELOPMENT
Gillett Associates
ARDT GROUP
INCORPORATED
Archite.cture · Planning
Sarasota · Miami · London
CLEARWATER, FLORIDA
1543-101 Second Street
Sarasota, Florida 34236
941-957-4477
941-957-4151 Fax
dd@gillettardt.com
AA0002317 AR0007496
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THESE DOCUMENTS ARE INSTRUMENTS
OF PROFESSIONAL SERVICE AND MAY
NOT BE COPIED OR USED IN ANY FASHION
EXCEPT WITH THE PERMISSION OF THE
ARCHITECT AND MAY ONLY BE USED
FOR THE REFERENCED PROJECT IN
ACCORDANCE WITH FEDERAL COPYRIGHT
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OAT E: SEPTEMBER 5, 2005
@ Copyright 2005
SCALE: NONE
SHEET NUMBER:
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&6,332
33,611
31,101
11,160
11,160
11,160
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TYPICAL LEVEL ~
TYPICAL LEVEL 10
TYPICAL LEVEL II
TYPICAL LEVEL 12
TYPICAL LEVEL 13
TYPICAL LEveL 14
TYPICAL LEveL 1&
UNITS
111 + 26
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TOTAL BUILDING RESIDE:NTIAL UNITS: 11 UNITS
TOTAL ENCLOSED BUILC::>ING AREA:
261,&46 eF
OFFICE/RETAIL
ENCLOSED BLoc,
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44,300 eF
1543-101 Second Street
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941-957 -4477
941-957-4151 Fax
dd@gillettardt.com
PROViDED PARKING:
REQUIRED PARKING:
263 SPACES (INCLUDING 1 I-IC + 26 ACROSS STREET PARKING)
(11 UNITS X 1.& = 101 + 44,3fZ)fZ)eF RETAIL/OFFICE . 3/10fZ)fZ) = 133) = 240
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1543-101 Second Street
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Sarasota · Miami · London
1543-101 Second Street
Sarasota, Florida 34236
941-957-4477
941-957 -4151 Fax
dd@gillettardt.com
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D ATE: SEPTEMBER 5/ 2005
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Gillett Associates
ARDT GROUP
INCORPORATED
Architecture · Planning
Sarasota · Miami · London
1543-101 Second Street
Sarasota, Florida 34236
941-957-4477
941-957-4151 Fax
dd@gillettardt.com
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D ATE: SEPTEMBER 5, 2005
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2640 5F AIC
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Gillett Associates
ARDT GROUP
INCORPORATED
Architecture · Planning
Sarasota · Miami · London
1543-101 Second Street
Sarasota, Florida 34236
941-957-4477
941-957-4151 Fax
dd@gillettardt.com
AA0002317 : AR0007496
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THESE DOCUMENTS ARE INSTRUMENTS
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FOR THE REFERENCED PROJECT IN
ACCORDANCE WITH FEDERAL COPYRIGHT
LAW.
D ATE: SEPTEMBER 5, 2005
@ Copyright 2005
SCALE: 1/8" = 1'-0"
BUILDING FLOOR PLAN
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LEVELS 14-15
SCALE IN FEET:
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SHEET NUMBER:
A2 . 13
f3LDG. MATERIALS LEGEND:
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U i " '..1 .,\ L
Gillett Associates
ARDT GROUP
INCORPORATED
Archi tecture · Planning
Sarasota · Miami · London
1543-101 Second Street
Sarasota, Florida 34236
941-957-4477
941-957-4151 Fax
dd@gillettardt.com
AA0002317 : AR0007496
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EXCEPT WITH THE PERMISSION OF THE
ARCHITECT AND MA Y ONLY BE USED
FOR THE REFERENCED PROJECT IN
ACCORDANCE WITH FEDERAL COPYRIGHT
LAW.
D ATE: SEPTEMBER 7, 2005
@ Copyright 2005
SCALE: 1" = 30'-0"
NORTH & SOUTH
ELEVATIONS
SHEET NUMBER:
A3 . 0 1
~LDG. MA TERIAL5 LEGEND:
~ALL FINI5HE5:
I-!IGI-! - NAvAJO UJI.lITE ~126
BASE - 6LCWE ~l2e
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T.3 . DECORATIVE E.lF.5. CORBELe WI CEMENTITI0U5 FINleI-l (PAINTED)
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NOT BE COPIED OR USED IN ANY FASHION
EXCEPT WITH THE PERMISSION OF THE
ARCHITECT AND MAY ONLY BE USED
FOR THE REFERENCED PROJECT IN
ACCORDANCE WITH FEDERAL COPYRIGHT
LAW.
D ATE: SEPTEMBER 7, 2005
@ Copyright 2005
SCALE: 1" = 30'-0"
EAST & WEST
ELEVATIONS
SHEET NUMBER:
GRAP~IC SCALE:
81 01 lbl 321 481 b41 WI
SCALE IN FEET:
1/30
A3.02