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RUTH ECKERD HALL ot the RIC\-lARD e BAUMGARDNER
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SHRUBS
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ptg 26 Green Pittosporum (pittosporum tobira); 36" o.C.; 24" spread
ptv 19 Variegated Pittosporum (pittosporum tobira variegated); 36" o.C.;
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ri 121 India Hawthorne (rhaphiolepis indiea); 36" o.c.; 24" spread
rs 40 Indian Azalea (rhodendron simsii); 48" 0.c.;18" spread
Ij 198 Ligustrum (ligustrum japonicum); 24" O.c.; 18" spread
cg 10 Natal Plum (carissa grandiflora); 36" O.c.; 24" spread
nor 14 Oleander (nerium oleander) (red); 60" O.c.; 24" spread
ps 39 ~Self-Heading Philodendron ,\philodendron selloum); 36" O.c.; 18"
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bn 10 Snow Bush (breynia nivosa); 24" O.c.; 18" spread
GROUND COVER
as 164 Asparagus Fern (asparagus sprengeri); 18" o.c.; 10" spread
cf 124 Holly Fern (cyrtomium falcatum); 18" o,c.; 10" spread
rd 442 Oyster Plant (rhoeo discolor); 18" o.c.; 10" spread
oj 118 Mondo Grass (ophiopogon japonicus) (red); 18" O.c.; 10" spread
sp 67 Purple Queen (setcreasea purple); 18" o.c.; 10" spread
jc 375 Shore Juniper Ouniperus conferta); 24" O.c.; 18" spread
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Palms:
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o.c. = on center
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TREES, SHRUBS, GROUND COVER, AND GRASS:
PROVIDE TOPSOIL lllAT IS CLEAN, FERTILE, FRIABLE, NATURAL LOAM
OBTAINED FROM A LOCAl., WELL.oRAINED SOURCE. PROVIDE FERTILIZER
WIlli NOT LESS lliAN 5% TOTAL NITROGEN, 10% AVAILABLE PHOSPHORIC
ACID, AND 5% SOLUBLE POTASH, COMMERCIAL FERTlUZER, APPLIED AND
MIXED AT A RATE OF NOT LESS THAN 0.25 LBS./CU.FT. OF SOIL AND HUMUS.
FURNISH PLANTS OF SIZE INDICATED AND OF FLORIDA GRADE (#1) OR
BETTER. FURNISH BAIlED AND BURLAPPED (B&B) TREES. FURNISH
CONTAlNER-GROWN SHRUBS. FURNISH GROUND COVER PLANTS IN
REMOVABLE CONTAINERS OR INTEGRAL PEAT POTS, DaIVER TREES AND
SHRUBS AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED
AND PLANT IMMEDIATELY. IF PLANTING IS DELAYED, SET TREES AND
SHRUBS IN SHADE, PROTECT FROM WEAlliER AND MECHANICAL
DAMAGE, AND KEEP ROOTS MOIST BY COVERING WITH MULCH, BURLAP,
OR OlliER ACCEPTABLE MEANS OF RETAINING MOISTURE. DO NOT
REMOVE CONTAINER GROWN STOCK FROM CONTAINERS UNTIL PLANTING
TIME. LAYOUT AREAS OF PLANTING AND LOCATION OF EACH MAJOR
PLANT. FOR REVIEW BY ARCHITECT AND OWNER, PRIOR TO START OF
PLANTING.
PLANTING TREES AND PALM: EXCAVATE PITTO 1-112 TIMES DIAMETER
OF TREE BAIl AND NOT LESS THAN 6' DEEPER. COMPACT LAYER OF
TOPSOIL IN PIT TO LOCATE COLLAR OF PLANT PROPERLY IN A SLIGHT
DISHED FINISH GRADE. BACKFILL AROUND BALL WITH TOPSOIL,
COMPACTED TO ELIMINATE VOIDS AND AIR POCKETS, WATERING
THOROUGHLY AS LAYERS ARE PLACED. BUILD 3. HIGH BERM OF TOPSOIL
BEYOND EDGE OF EXCAVATION. APPLY 3" llilCK. GRADE .B" CYPRESS
MULCH. PRUNE TREE TO REMOVE DAMAGED BRANCHES, IMPROVE
NATURAL SHAPE, llilN OUT STRUCTURE, AND REMOVE NOT MORE THAN
15% OF BRANCHES. DO NOT PRUNE BACK TERMINAl. LEADER. WRAP
TRUNK FROM GROUND TO RRST BRANCH Willi TREE WRAPPING TAPE.
GUY AND STAKE TREE lliREE DIRECTIONS WITH GALVANIZED WIRE,
lliROUGH FLEXIBLE HOSE CHAFING GUARDS, WITH WOODEN STAKE
ANCHORS.
PLANTING SHRUBS: EXCAVATE PITS TO 1-1/2 TIMES lliE DIAMETER
OF CONTAINERS, OR 1'-0" WIDER THAN lliE SPREAD OF ROOTS AND 3.
DEEPER THAN REQUIRED FOR POSITIONING AT PROPER HEIGHT. UGHTL Y
COMPACT A LAYER OF TOPSOIL IN BOTTOM BEFORE PLACING PLANTS.
BACKFILL AROUND PLANTS Willi TOPSOIL, COMPACTED TO EUMINATE
VOIDS AND AIR POCKETS. WATER THOROUGHLY AS LAYERS ARE PLACED.
FORM GRADE SLIGHTLY DISHED, AND BERMED, AT EDGES OF
EXCAVATION. APPLY 3. THICK, GRADE "8. CYPRESS MULCH. PRUNE
SHRUBS TO REMOVE DAMAGED BRANCHES, IMPROVE NATURAL SHAPE,
llilN OUT STRUCTURE AND REMOVE NOT MORE THAN 15. OF lliE
BRANCHES.
PLANTING GROUND COVER: TILL SOIL TO DEPTH OF S.IN AREAS
WHERE TOPSOIL HAS NOT BEEN STRIPPED. LOOSEN SUBGRADE TO DEPTH
OF 4. IN AREAS WHERE TOPSOIL HAS BEEN STRIPPED, AND SPREAD
TOPSOIL TO DEPTH OF HOLES LARGE ENOUGH TO AU.OW FOR SPREADING
OF ROOTS. COMPACT BACI'-'l TO ELIMINATE VOIDS, AND LEAVE GRADE
SLIGHTLYDISHEDATEACH,..ANT. WATER THOROUGHLY, APPLY3.
THICK. GRADE .B. CYPRESS MULCH OVER ENTIRE PLANTING BED, LIFTING
PLANT FOLIAGE ABOVE MUI ""'.
GRASS: PROVIDE NEW ST. AUGUSTINE GRASS SOD. TO MATCH EXISTING.
LOOSEN SUBGRADE OF LAWN AREAS TO A MINIMUM DEPTH OF 4..
REMOVE STONES OVER 1-1/2. IN ANY DIMENSION AND STICKS, ROOTS,
RUBBISH, AND OTHER EXTRANEOUS MATTER. LIMIT PREPARATION TO
AREAS WHICH WILL BE PlANTED PROMPTLY AFTER PREPARATION. PlACE
APPROXIMATELY % OF TOTAL AMOUNT OF TOP SOIL REQUIRED. WORK INTO
TOP OF LOOSENED SUBGRADE TO CREAT A TRANSITION LAYER AND lliEN
PLACE REMAINDER OF PLANTING SOIL. ADD SOIL AMENDMENTS, AS
REQUIRED, AND MIX lliOROUGHL Y INTO UPPER 4. OF TOPSOIL. SPREAD
TOPSOIL TO MEET LINES, GRADES, AND ELEVATIONS, AS REQUIRED, AFTER
LIGHT ROLLING AND NATURAL SETTLEMENT. PREPARE SURFACE AS
REQUIRED BEFORE PLANTING BY MOISTENING AREA IF SOIL IS DRY,
AU. SURFACE MOISTURE TO DRY BEFORE PLANTING. LAY SOD WITHIN
24 HOURS FROM TIME OF STRIPPING. DO NOT PLANT DORMANT SOD. LAY
SOD TO FORM A SOLID MASS WIlli TIGHTLY FITTED JOINTS. BUTT ENDS AND
SIDES OF SOD STRIPS; DO NOT OVERLAP. STAGGER STRIPS TO OFFSET
JOINTS IN ADJACENT COURSES. WORK FROM BOARDS TO AVOID DAMAGE
TO SUBGRADE OR SOD. TAMP OR ROLL LIGHTLY TO ENSURE CONTACT WITH
SUBGRADE. WORK SIFTED SOIL INTO MINOR CRACKS BETWEEN PIECES OF
SOD; REMOVE EXCESS TO AVOID SMOlliERING ADJACENT GRASS. WATER
SOD lliOROUGHL Y WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING.
SEPARATE PLANTING BEDS OF SHRUBBERY AND GROUND COVER FROM
GRASS WITH EDGING OF .COBRA,. BLACK PlASTIC, 4. MINIMUM HEIGHT.
DURING LANDSCAPE WORK. KEEP PAVEMENTS CLEAN AND WORK AREA
IN AN ORDERLY CONDITION. PROTECT LANDSCAPE WORK AND MATERIALS
FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, AND OPERATIONS BY
OlliER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING
INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE
DAMAGED LANDSCAPE WORK. RELOCATE EXISTING TREES, AS INDICATED,
PER RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1,
.AMERICAN STANDARD OF NURSERY STOCK. MAINTAIN LANDSCAPE WORK
FOR A PERIOD OF SIXTY (60) DAYS IMMEDIATELY FOLLOWING COMPLETE
INSTALLATION OF EACH MAJOR CATEGORY OF WORK. INCWDE WEEDING,
CULTIVATING, RESTORATION OF GRADE, PRUNING TREES AND SHRUBS,
PROTECTION FROM INSECTS AND DISEASES, FERTILIZING AND SIMILAR
OPERATIONS AS NEEDED TO ENSURE NORMAL GROWTH AND GOOD
HEALTH FOR UVE MATERIAL.
WARRANTY PLANTS, SHRUBS, AND TREES (INCLUDE EXISTING, RELOCATED
TREES) FORA PERIOD OF ONE YEAR AGAINST DEAlli AND UNHEALTHY
CONDITION, EXCEPT AS MAY RESULT FROM NEGLECT FROM OWNER.
DAMAGE BY OTHERS, AND UNUSUAL PHENOMENA BEYOND INSTAU.ER'S
CONTROL. REPLACE AT OPTIMUM PLANTING TIME.
UNDERGROUND IRRIGATION SYSTEM:
PROVIDE UNDERGROUND IRRIGATION SYSTEM, TO TIE INTO EXISTING, AS
A COMPLETE UNIT PRODUCED BY A SINGLE ACCEPTABLE MANUFACTURER,
INCLUDING HEADS, VALVES, CONTROLS, AND ACCESSORIES. INSTALL PIPE
PRIOR TO PAVEMENT INSTALLATION. SUBMIT MANUFACTURER'S TECHNICAL
DATA AND INSTALLATION INSTRUCTIONS FOR UNDERGROUND IRRIGATION
SYSTEM ALONG WIlli SHOP DRAWINGS FOR 100% AUTOMATIC
UNDERGROUND IRRIGATION SYSTEM INCLUDING PLAN LAYOUT, TIEING INTO
EXISTING, AND DETAILS ILLUSTRATING LOCATION AND TYPE OF HEADS,
VALVES, PIPING CIRCUITS, CONTROLS, AND ACCESSORIES, PRIOR TO
PLACING ORDER, FOR ARCHITEGrS REVIEW.
PROVIDE PRODUCTS COMPATIBLE WIlli EXISTING SYSTEM, OR OF RAIN
BIRD SPRINKlER OR TORO. PROVIDE PRESSURE PIPE OF SIZE REQUIRED,
GALVANIZED STEEL PIPE, ASTM A12O. SCHEDULE 40. PROVIDE CIRCUIT
PIPE OF PVC PLASTIC, ASTM 01785, SCHEDULE 40. PROVIDE PIPE FITIINGS
OF PVC PLASTIC PIPE, ASTM 02466 SOCKET RmNGS WITH ASTM 02564
SOLVENT CEMENT. PROVIDE VALVES SUITED FOR PROJECT. PROVIDE
MANUFACTURER'S STANDARD, TO SUIT IRRIGATION SYSTEM, BACKFLOW
PREVENTER, IF LARGER SIZE NEEDED. PROVIDE IRRIGATION HEADS, LOW
TRAJECTORY, WHERE POSSIBLE, OF MANUFACTURER'S STANDARD UNITS
DESIGNED TO PROVIDE UNIFORM COVERAGE OVER ENTIRE AREA OF
SPRAY AT AVAILABLE WATER PRESSURE. PROVIDE LOW VOLTAGE SYSTEM
MANUFACTURED EXPRESSLY FOR THE AUTOMATIC CONTROL OF VALVES
OF UNDERGROUND IRRIGATION SYSTEMS. PROVIDE UNIT OF CAPACITY TO
SUIT NUMBER OF CIRCUITS AS REQUIRED. PROVIDE MANUFACTURER'S
STANDARD WEATHERPROOF ENCLOSURE WITH LOCKING COVER,
COMPLYING WITH NFPA 70. PROVIDE NEW TRANSFORMER AND CIRCUIT
CONTROL, AS NECESSARY, ALONG WITH NEW PROGRAMMABLE TIME CLOCK
EXCAVATE TRENCHES TO A DEPTH OF 3" BELOW INVERT OF PIPE. PROVIDE
MINIMUM COVER OVER TOP OF INSTALLED PIPING; 12. AT STEEL PIPING AND
20. AT PVC PIPING. BACKFILL TRENCH TO EXISTING GRADE.
CONNECT TO EXISTING SYSTEM AND WATER SOURCE. INSTALL CIRCUIT
VALVES IN VALVE BOX, ARRANGED FOR ElSV ADJUSTMENT AND REMOVAL.
ADJUST VALVES. RESTORE PLANTlNGS DISTURBED BY llilS WORK. INSTALL
HEADS PER MANUFACTURER'S INSTRUCTIONS; AVOID UNNECESSARY
WATERING OF PAVEMENT, ETC. CONDUCT TEST OF SYSTEM IN PRESENCE
OF ARCHITECT/OWNER. DEMONSTRATE lllAT SYSTEM MEETS COVERAGE
REQUIREMENTS AND lllAT AUTOMATIC CONTROLS FUNCTION PROPERLY.
COVERAGE REQUIREMENTS ARE BASED ON OPERATION OF ONE CIRCUIT AT
A TIME.
SET TOP OF IWOT MASS
ABt:NE FINISI-l GRADE
EXCAVATE PIT el TO 101
LARGER TIoIAN IWOT MASS
MUI.CIol AS SPECIFIED
BACKFILL AS SPECIFIED
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TIoIE CROl<4N OF ALL PALMS Wllll
TIoIE EXCEPTION OF BUTIA . PI-lOENIX
SPECIES SI-lA1.l. BE TIED AND SUPPORTED
IN ACCORDANCE WITIoI GRADES AND
STANDARDS FOR NURSERY STOCK
REMOVE ALL TWINE, ROPE, WIRE, BURLAP FROM
TOP IoIA1.F OF ROOTBAI.L. CUT WIREBASKETS IN
FOUR PLACES. FOLD DOWN el INTO PLANTING l-lOLE.
MOUND SOIL UNDER ROOTBAU.
TAMP TO PREVENT SmLEMENT
ALL PALMS SIoIAU. IolAVE STRAIGI-IT TRUCKS
UNl.ESS NOTED OTIoIERWISE
DUCKBILL PALM TREE COLLAR TO BE
POSITIONED IN RELATION TO lllE IoIEIGI-lT
OF TIoIE PALM. FOR ACCEPTABLE BRACING
(CONTRACTOR'S DISCRETIoN)
31&" X 41 ZINC PLATED TURNBUCKLES
l/el CABLE CLAMPS
CONSTRUCT A 41 1oI1G1-1
EARTIoI SAUCER BEYOND
EDGE OF ROOTBALL
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BACKFILL PER SPECIFICATIONS
DO NOT COVER TOP OF ROOT'BALL WI SOIL
PLANT TREES SO TRUNK FLARE IS VISIBLE .
TOP OF ROOTBALL
MULQ.I PER SPECIFICATIONS
1:1 SLOPE ON SIDES OF I-IOI.E
TAMP SOIL AROUND ROOTBALL
BASE WITIoI FOOTPRESSURE SO
ROOTBALL DOES NOT SI-lIFT
DUCKBILL EARTIoI ANCIoIOR DRIVEN INTO
GROUND. SIZED PER MANUFACTURER'S
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UNDISTURBED SUBGRADE
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DO NOT REMOVE TERMINAL BUDS OF BRANQ.lES
lllAT EXTEND TO lllE EDGE OF TI-fE CROWN
U5E 1121 lolOSE GUARDS . 12 GUAGE
GALVANIZED WIRE OR CABLE. lACf lolOSE
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PLANT TREES SO TRUNK FLARE IS
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WIoIERE TRUNK FLARE IS NOT VISIBLE
SI-lALL BE REJECTED
CONSTRUCT A 4" 1oI1G1-1 EARTIoI SAUCER
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BACKFILL PER SPECIFICATIONS
USE TRENQ.I EDGE ON
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GRASS
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REMOVE ALL TWINE, ROPE, . WIRE .
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DO NOT RI. 'E TERMINAL BUDS OF BRANOIE..
TIoIAT EXTEND TO TIoIE EDGE OF TIoIE CROl<4N
TREE STAKING: TREE CALIPER LESS
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USE 3 - &'-0' STAKES AS SPECIFIED
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PIT IN UNDISTURBED SOIL
USE 1121 lolOSE GUARDS . 12 GUAGE
GALVANIZED IoIIRE OR CABLE
USE 1/21 lolOSE GUARDS .
12 GUAGE OR STRONGER CONSTRUCT A 4' 1oI1G1-1 EARTIoI SAUCER
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MUI.CIol PER SPECIFICATIONS REMOVE ALL TIoIINE, ROPE, . WIRE . II
BURLAP FROM TOP IolALF OF ROOTBALL 0..
BACKFILL PER SPECIFICATIONS
CUT WIRE BASKETS IN FOUR PLACES
AND FOLD DOWN &' INTO PLANTING I-lOL.E
1:1 SLOPE ON SIDES OF I-lOI.E
TAMP SOIL AROUND ROOTBALL MOUND SOIL UNDER ROOT'BALL. TAMP
BASE IoIITIoI FOOT PRESSURE TO PREVENT SmLEMENT
SO ROOTBALL DOES NOT SI-lIFT STAKES SIoIAI.L BE OUTSIDE ROOTBALL
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ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
2639 McCormick Dr. Clearwater FL, 33759
Tel, (727) 724-8422 - Fox, (727) 724-8606
Certificate of Authorization: LB 6707
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SHEET DESCRIPTION,
IHEET .ex,
--
997-89
PRO..IECT DATA lASE.
997-B9
fEU BOOK NUMIER . PAIEI.
6B2/4-33
LAlT DATE Of ONNW. FELD .OM.
8/28/2000
RUTH ECKERD HALL
BOUNDARY AND
TOPOGRAPHIC SURVEY
1 SURVEYORS IlEPORT
2 MAP OF BOl.'NDARY SURVEY
3-4 MAP OF' 1OPOGRAPHIC SURVEY
ADDIl10NS OR )ELEl1ONS TO SURVEY MAPS
OR REPORTS BY OlliER 1llAN lliE SIGNING
PARTY OR PARllES IS PROHIBITED.
ADD TREES 4" AND GREA lER AT DBH
--
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1
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B.
QUAUTY
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SEC 9-29S-16E
FHD PCED DISK IN BOX CUT
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SURVEVllAPAND REPORT OR T~CO~ES THEREor ARE NOT
VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED'
SEAL or A rLORIDA LICEN8ED SURVEYOR.!\ND MAPPER.
~">r.:.rJ. '
2
~ IHEET
-DA VID. ,WILLIAM McDANIEL' ">>i" ',', '<"
PROFESSIO.NA1.. . SURVEY\OR,~DMM~,~!l,"J.',
;~~~E,jNUMBElic8~;p~~tP~~.> ii,
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DA TE SIGNED, . '"
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oi1rrn ! n'Wtr~
~ JUN 25'2001 1
~
C~ ~reA ~YIj'I
flL
~ o(,,~<'IO
BUILDlNa AREAS
"'
BUILDING AREA BY LEVElS:
LOWER LEVEL (Basement):
EXISTING: 6,869 S.F.
NEW: 1,414 S.F.
TOTAl: 8,283 S.F.
FIRST LEVEL (Lobby):
EXISTING: 22,323 S.F.
NEW: 25,801 S.F. (Includes expansion of
footprint: 19,462 s. f.)
TOTAL: 48,124 S.F. "., "...'
SECOND LEVEL (Mezzanine) (includes Auditorium):
EXISTING: 26,689 5.F.
NEW: 12.310 5.F, (exponsH:ln of footprint)
TOTAl: 38..999 5.F.
THIRD LE\fl (Great Room):
E XJSllNG: 1 5...... 5.F,
NEW: 7,947 5.F.
TOTAl: 23.391 5.F,
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A 83
B 65
C 68
D 59
E 60
F 70
G 85
H 92
I 74
J 70
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K 73
L --
M --
N 52
o 22
P 14
Q 28
R 18
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ATER
PREPARED FOR.
SHEE T DESCRIPTION.
11
FLORIDA DESIGN CONSUL T ANTS, INC"
ENGINEERS, ENVIRONMENT AUSTS, SURVEYORS 8 PLANNERS
RUTH ECKERD HALL
McMULLEN - BOOTH ROAD
CLEARWATER, FLORIDA
2639 McCormiCk Dr, Cleorwoter FL. 33759
Tel. (727) 724.8422 - Fox. (727)724-6606
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TOTALS:
EXISTING: 73.269 S.F.
NEW: 47,472 S.F,
TOTAL: 120,741 S.F.
TOTAl BUILDING FOOTPRINT (new and existing):
, L WETLAND LINE
(F1eId) f::l.
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o =YJ=~H '===r~ ) rP. ~I:. ~~ ~/I' --, . :., ~
PARKING SPACES " ",: ., (;; F '-I ,,' rl .' A c:' ' . ':;~ ~ ..... . is;;! · >< : ~
EX'~~NGTOTAL REG PR<:COSE~OTAL'" i:f::TrKT,:=:z[..:c.'T=;JlJ.-JIiu~':J~...:):V .,,:' ~ r- . ( );~_....-:'~ : N : ~ ::~
-- 83 83 -- 83 ,.,' W ' " . ,..
==:~ :~ == ~~ ;r' ~8, G=.n,=--~:LJ...Q--.--.=x::---~X/': ~!~ ~~'~. 7 >a': : i " 2~
-- 59 59 -- 59,' r ~ ~ . c.
-- 60 60 -- 60 . 8 U;
-- 70 70 -- 70 Z . ~ \ '- :'
--~; ~; -- ~; ~, ,~ ~ . ~ \ , / ,/
== i~ i~ == i~ !,...',:~.:=..-:::.T:;,:::...-=TRE':-:~.O.~:=EXIS:.~TB.-.PLAN..TlER..r;::.!-:J.iA,.,.', - ,...~. .\~~ ", Je~j /,;, ',' , ~ '\' i~>'~ '~/~Z'~\j,';'
-- 73 72 -- 72 :;.. y.. ~~,~ 'nU r1/, 0':::::; ! I I, \.',ji \,/
8 8 -- 9 9 ; :\ ~ ("""UTI %: L 7 JJj (]J": '>"J.. Ii ,'i~/
4 4 -- -- 0 "l~ =~ ".~. -~.7J j '"., '1 ~" ..-' '--.
3 55 38 4 42 \ l~-' '.::r:: .,:::::L_:I:'::!::"'T-=--C.,=-=::.'!:..... "~, . '~_ """"",, \.... ~~" ''''''~- ,,"I / /
-- 22 8 2 10 .~\ l.. ~~I!,,' / /'-
__ 14(1) _.: \~. A '. .'f . ., -.. - .'c. -./ ,': .
14 14 -', ._._.__,____ ..1',.---......---, ~~, -,,_.- , ,
==;: ;: == ;: "...7,>.,., '. ',..., '...-,'., ,,"---,--.-. ;--,-._~-"F"-=':;.::.:-.~.-.,~,-~ ;-''-;/''',:
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11 12 12 .... ....
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23 .. .. . '.1. .. , .. .. ~ t. _ .' .- r '1 ...
- - 23 .:. - ... - -. . H M ~
13 -- 13 N89"22'10.W " 695,53'i'" '_ I "
81 -- 81 ::f ~"_ rjp( r: Tf, -~T:, I
26 - - 26
10 -- 10
18 -- 18
1078 27(2) 1105
The building height figures ore as follows:
EXISTING BUILDING: Moximum: 80' height
NEW BUILDING ADDITION: MaxImum: 38' 8" height
WETI HI' ~NE
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L2
L3
L4
L5
L6
L7
L8
L9
L10
Ll1
L12
LINE TABLE
BEARING
Noo'04'oo"E
N66'27'06.W
S01i>4'27"W
SOO'07'J4"W
SOO'07' 43"W
Soo'07' 43"W
N89'34'15"W
SOO'05' 45"W
N89'09'15"W
SOO'29' 45"E
N8919'45"W
SOO'46' 45"E
-j
LENGTH
60.00'
270.35'
142.00'
116.85'
50.00'
64.54'
60.45'
129.43'
245.08'
79.68'
118.80'
54.11'
L.BElt2
~ PROPOSED OVERLAND FLOW
- PROPOSED STORM INLET AND PIPE
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1. All MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE MORE STRINGENT TECHNICAL SPECIFICATIONS AS FOUND
IN THE STANDARD SPECIFICATIONS OF THE OTY OF CLEARWATER
OR THE CONTRACT DOCUMENTS AS PREPARED BY flORIDA DESIGN
CONSULTANTS, INC. SPEOFlCALL Y FOR THIS PROJECT.
2, THE JURISDICTIONAL AGENCY FOR THIS PROJECT IS THE OTY OF
CLEARWA TER.
3. THE LOCATION OF EXISTING UTILITIES ARE APPROXlWATE AS
SHOWN ON THE PlANS AND IT IS THE CONTRACTORS RESPONSI-
BILITY TO DETERWlNE THE EXACT LOCATION OF THE UTlUTlES PRIOR
TO CONSTRUCTION IN THEIR VlONITY.
4. THE CONTRACTOR SHALl USE APPROPRIATE MEASURES TO PRE-
VENT EROSION AND TRANSPORT OF SEDlWENT "AlER1Al~' ,
SURf ACE DRAINS, LAKES AND \lIETlANO AREAS. lK. CON . ~
SHALl USE STRAW BAlES, Sll T BARRIERS OR 01HER . AlE
WEASURES TO MITIGATE ADVERSE IMPACTS TO EXISTING SURFACE
WATER OUALlTY.
5, THE CONTRACTOR IS TO CONTROl ALl FUGlTl~ OUST ORlGINA1ING
ON THE PROJECT BY WA TERfNG OR OTHER METHODS AS REQUIR[D,
6, NO DEBRIS SHALl BE ALlO\llED TO ENTER THE EXISTING SANITARY
AND STORW SYSTEMS.
7. ARCHITECTURAl INFORMATION PROVIDED BY H. PATTERSON
FlETCHER, ARCHITECTS, P.A.
8, BACKFLOW PREVENTION DEVICES MUST BE INSTALLED BY THE CITY
9. TRAFFIC CONTROl DEVICES SHALl BE INSTAlLED AND WAlNTAlNED
AT APPROPRIATE LOCATIONS IN ACCORDANCE WITH THE STANDARDS
SET FORTH BY THE MANUAl ON UNIFORM TRAFFIC CONTROl
DEVICES AS ADOPTED BY THE FLORIDA DEPT. OF TRANS. UNDER
RULE 14-15.010, FLORIDA ADMINISTRATIVE COOE.
10. LOCATIONS OF TRASH DUMPSTERS TO BE COORDINATED WITH THE
CITY OF CLEARWATER SANITATION DEPARTMENT.
11. SITE LANDSCAPING WILL BE IN ACCORDANCE WITH SECTION 42.27
OF THE CITY OF CLEARWATER LAND DEVELOPMENT CODE.
12. THE SITE IS LOCATED WITHIN FLOOD ZONES AE (10), X, X OUTSIDE
500 YEAR FLOOD PLAIN, PER FLOOD INSURANc€ RATE MAP COW-
MUNITY PANEL NO. 12096 0011 0, MAP REV. AUGUST 19, 1991.
13. SITE LIGHTING SHALL BE PROVIDED IN COMPLIANCE WITH CITY OF
CLEARWA TER CooE REQUIREWENTS.
14, IRRIGATION PLANS TO BE SUBMITTED WITH BUILDING CONSTRUCTION
PLANS.
ITE PLAN APPROVe TREE REWOVAl PERMIT APPLICATION TO BE SUBMITTED AT TIME OF
S ~ 0 ~ _Ie> CONSTRUCTION PLAN SUBt.4ITTAL.
CASE rvpf/' ~~~f' lb. WETLAND LIMITS BASED ON AVAILABLE INFORMATION AND ARE
~EDATE 'H~'ol /7'/Z'0(UBJECT TO VERIFICATION,
COB DATE L(.(7,of
SIGNATURE !'lit...
DAJE 7'~.vl
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LAN) USE DATA
ENTRANCE
PAVEMENT
SIDEWAlK
TOTAL
MAIN BUIlDING
BLDG. FOOTPRINT 62,750 S.F.
SlDEWALK/pATlOS 32,347 S.F.
PARKING 451.312 5.F.
TOTAL 546.409 S,F.
INTERIOR GREEN 91,133 S.f.&
% INTERIOR GREEN/pARKING 20%
INSTITUTE BlDG. (NORTH OF ENTRANCE)
BLDG. FOOTPRINT 5,400 S.P.
S/W &: CONe. D/W 3.060 5.F.
TOTAL 8,460 S.F.
TOTAL IMPERVIOUS
64.020 S.F.
3.504 S.F.
67,524 S.F.
& NOTE: ADDED PARKING
TO EXTERIOR. NO CHANGE
IN INTERIOR GREEN,
REDEVELOPMENT
PRELIMINARY SITE PLAN
LAND USEIZON/NG
INSTITUTIONAL
(Theater Area)
41.0 Ac.
8LE
ft Ol-()Z /10
THE 1lGUTUM: ", THE QUIUTY
CotnllOL arP1CI:llI II nil JMCe:
Nt.ATEI THAT ALL HOUlKD
"UMIT& HAW .EN OITAlHD
AND THAT CONIT"UCTIOM 'I
AUTHO"IZED TO CO..EIIICI.
67,524 S.F.
TOTAL AREA:
546,409 S.F.
SU/LD/NG: All LEVELS
EXISTING
PROPOSED ADDITIONS
TOTAl
PARKING: (SEE TABLE
EXISTING He
EXISTING
MARKED FOR 7 BUSES 14
EXISTING TOTAl
REQUIRED (I) IIJ":"
PROPOSED "- SP
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73,269 S.P.
47,472 S.F.
120,741 S.F.
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FLORIDA DESIGN CONSULTANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
2639 McCormick Dr, Cleorwoter FL, 33759
Tel. (727) 724-8422 . Fox. (727)724-8606
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1 . A BACK FLOW PREVENTER WILL BE ADDED TO
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2. PRIOR TO FINAL BUILDING INSPECTION ALL
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PREPARED FOR,
SHEET DESCRIPTION.
RUTH ECKERD HALL
McMULLEN - BOOTH ROAD
CLEARWATER, FLORIDA
,
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REDEVELOPMENT
PRELIMINARY SITE PLAN
1 06/25/01 ADDED PARKING RELOCATED DITCH, ADDED POND"
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CHECKED
RH
EM
BUILDING AREAS
BUILDING AREA BY LEVELS:
LOWER LEVEL (Basement):
EXISTING: 6,869 S.F.
NEW: 1,414 S.F.
TOTAL: 8,283 S.F.
FIRST LEVEL (Lobby):
EXISTING: 22,323 S.F.
NEW: 25.801 S.F. (includes expansion of
footprint: 19,462 s,f.)
A283' S.F.
~/z.4
SECOND LEVEL (Mezzanine) (includes Auditorium):
EXISTING: 26,689 S,F.
NEW: 12.310 S.F. (expansion of footprint)
TOTAL: 38,999 S.F.
TOTAL:
THIRD LEVEL (Great Room):
EXISTING: 15,4# S.F.
NEW: 7,947 S.F.
TOTAL: 23,391 S.F.
TOTALS:
EXISTING: 73,269 S.F.
NEW: 47,472 S.F.
TOTAL: 120,741 S.F.
TOTAL BUILDING FOOTPRINT (new and existing): 62.750 S.F.
The building height figures ore as follows:
EXISTING BUILDING: Maximum: 80' height
NEW BUILDING ADDITION: MaxImum: 38' S" heIght
I
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ONE KAPOK TERRACE,
A CONDOMINIUM
PHASE V - CB 90, f'G 16
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PARKING SPACES
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EXISTING
REG HC TOTAL
83 -- 83
65 -- 65
68 -- 68
59 -- 59
60 -- 60
70 -- 70
85 -- 85
92 -- 92
74 -- 74
70 -- 70
73 -- 73
-- 8 8
-- 4 4
52 3 55
22 -- 22
14 -- 14 (1)
28 -- 28
18 -- 18
-- 11 11
PROPOSED
REG HC TOTAL
83 -- 83
68 -- 68
68 -- 68
59 -- 59
60 -- 60
70 -- 70
85 -- 85
92 -- 92
74 -- 74
70 -- 70
72 -- 72
-- 9 9
-- -- 0
39 4 43
8 2 10
14 -- 14
28 -- 28
18 -- 18
-- 12 12
23 -- 23
13 -- 13
37 -- 37
26 -- 26
10 -- 10
-
1017 27(2) 1044
A
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C
D
E
F
G
H
I
J
K
L
M
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Q
R
S
T
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933 26 959
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(I) STRIPED AS SEVEN BUS SPACES
(2) HC REQUIRED, 2% = 21 SPACES
TMI IMNATUftE OF' 11fE QUIUTY
CotmtOL ~ IN TMIS INCE
INDtCAttl THAT ALL REOUIItE:D
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PREPARED FOR.
FLORIDA DESIGN CONSULTANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
2639 McCormick Dr. Clearwater FL. 33759
Tel, (727) 724-8422 - Fox, (727)724.8606
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LE~'GTH
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270.35'
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11\,.85'
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64.54'
60.45'
12:'.43'
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BLDG. FOOTPRINT 62,750 S.F.
SIDEWALK/pATIOS 32,347 S.F.
PARKING 440,710 S.F. ~
TOTAL 535,S07 S.F. f53P)8ljl4fY
INTERIOR GREEN 91,133 S,F.'
% INTERIOR GREEN/p6.RKING 21~
INSTITUTE BLDG. (NORTH OF ENTRANCE)
BLDG. FOOTPRINT C:{).40Q. S,f)
s/W & CONC. D/W -3,060 S,F,
TOTAL 8,460 S.F.
TOTAL IMPERVIOUS
ENTRANCE
PAVEMENT
SIDEWALK
TOTAL
MAIN BUILDING
64.020 S.F,
3,504 S.F,
67.524 S.F.
N89' 22'1 O-W
DEL ORO 5T A TES
::lB 46, PG 29
,3 4
REDEVELOPMENT
PRELIMINARY SITE PLAN
67,524 S.F.
G.460 s0
611,791 S.F,
= 14.0 Ac.
SECTION 9, TOWNSHIP 29 S, RANGE 16 E
VICINITY MAP
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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 RESPONSI-
BILITY TO DETERMINE THE EXACT LOCATION OF THE UTILITIES PRIOR
TO CONSTRUCTION IN THEIR VICINITY.
4. THE CONTRACTOR SHALL USE APPROPRIATE MEASURES TO PRE-
VENT 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 IMPACTS 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 H. PATTERSON
FLETCHER, ARCHITECTS, P.A.
8. BACKFLOW PREVENTION DEVICES MUST BE INSTALLED BY THE CITY,
9. TRAFFIC CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED
AT APPROPRIATE LOCATIONS IN ACCORDANCE WITH THE STANDARDS
SET FORTH BY THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES AS ADOPTED BY THE FLORIDA DEPT. OF TRANS. UNDER
RULE 14-15.010, FLORIDA ADMINISTRATIVE CODE.
10. LOCATIONS OF TRASH DUMPSTERS TO BE COORDINATED WITH THE
CITY OF CLEARWATER SANITATION DEPARTMENT.
11. SITE LANDSCAPING WILL BE IN ACCORDANCE WITH SECTION 42.27
OF THE CITY OF CLEARWATER LAND DEVELOPMENT CODE.
1:' '11E SITE IS LOCATED WITHIN FLOOr' ~ONES AE (10), X, X OUTSiDE
00 YEAR FLOOD PLAIN, PER FLO(NSURANCE: RATE MAP COM-
MUNITY PANEL NO. 12096 OQ1) D, ,~AP REV. AUGUST 19, 1991.
',3. SITE L1GHTltJG SHALL BE FROV![)EI) i' C~'}OI' \:--lCE Wm-! <-:TY OF
CLfcARWA TER CODE REQUIREMEt-. TS.
1.,' '.RIGATlON PLANS TO BE SUBMlm~TH BUILDING CONSTRUCTION
LANS.
15. TREE REMOVAL PERMIT APPLICATION TO BE SUBMITra::o AT TIME OF
CONSTRUCTION PLAN SUBMITTAL.
16. WETLAND LIMITS BASED ON AVAILABLE INFORMATION AND ARE
SUBJECT TO VERI FICA TlON.
19'
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____ 0.02
6'
1-.10.
LAND USE DATA
LAND USE !ZONING
INSTITUTIONAL
(Theater Area)
41.0 Ac,
TOTAL AREA:
BUILDING: ALL LEVELS
EXISTING 73,269 S.F,
PROPOSED ADDITIONS 47,472 S.F.
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TOTAL L'~O,741~ 1'7
PARKING: (SEE TABLE 0 LEFT) -~ -uJft'
EXISTING HC 26 SPACES /V/itII
EXISTING q~1
MARKED FOR 7 BUSES 14 SPACES ~ ... ..
EXISTING TOTAL ~ SPACES
~~g~~~~D(I) ~..~~~~~, .
(I) BASED ON 5 PER 1000 S.F. AND ,
120,741 S.F. BUILDING AREA All LEVELS
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1, A BACK FLOW PREVENTER WILL BE ADDED TO
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2, PRIOR TO FINAL BUILDING INSPECTION ALL
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ptg 26
ptv 19
ri 121
rs 40
Ij 198
cg 10
nor 14
ps 39
bn 10
Dwarf Holly (i1ex schillings); 30" o.C.; 14" spread
Green Pittosporum (pittosporum tobira); 36" o.c.; 24" spread
Variegated Pittosporum (pittosporum tobira variegated); 36" o.C.;
24" spread
India Hawthorne (rhaphiolepis indiea); 36" o.C.; 24" spread
Indian Azalea (rhodendron simsii); 48" 0.c.;18" spread
Ligustrum (ligustrumjaponicum); 24" o.C.; 18" spread
Natal Plum (carissa grandiflora); 36" o.c.; 24" spread
Oleander (nerium oleander) (red); 60" o.C.; 24" spread
Self-Heading Philodendron ,(philodendron seUoum); 36" O.C.; 18"
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Snow Bush (breynia nivosa); 24" o.c.; 18" spread
GROUND COVER
as 164 Asparagus Fern (asparagus sprengeri); 18" O.C.; 10" spread
cf 124 Holly Fern (cyrtomium falcatum); 18" O.C.; 10" spread
rd 442 Oyster Plant (rhoeo discolor); 18" o.c.; 10" spread
oj 118 Mondo Grass (ophiopogon japonicus) (red); 18" O.C.; 10" spread
sp 67 Purple Queen (setcreasea purple); 18" O.C.; 10" spread
jc 375 Shore Juniper Ouniperus conferta); 24" O.C.; 18" spread
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Grass:
Palms:
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Impatiens (impatiens spp.); or, Periwinkle (catharanthus roseus)
St. Augustine Sod
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TREES, SHRUBS, GROUND COVER. AND GRASS:
PROVIDE TOPSOIL lliAT IS CLEAN, FERTILE, FRIABLE, NATURAL LOAM
OBTAINED FROM A LOCAL. WELL-DRAlNED SOURCE. PROVIDE FERTILIZER
WITH NOT LESS THAN 5% TOTAL NITROGEN, 10% AVAILABLE PHOSPHORIC
ACID, AND 5% SOLUBLE POTASH, COMMERCIAL FERTlUZER, APPLIED AND
MIXED AT A RATE OF NOT LESS THAN 0.25 LBS.ICU.FT. OF SOIL AND HUMUS.
FURNISH PlANTS OF SIZE INDICATED AND OF FLORIDA GRADE (#1) OR
BETTER. FURNISH BALLED AND BURLAPPED (B&8) TREES. FURNISH
CONTAlNER-GROWN SHRUBS. FURNISH GROUND COVER PlANTS IN
REMOVABLE CONTAINERS OR INTEGRAL PEAT POTS. DEUVER TREES AND
SHRUBS AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED
AND PLANT IMMEDIATELY. IF PLANTING IS DELAYED, SET TREES AND
SHRUBS IN SHADE, PROTECT FROM WEATHER AND MECHANICAL
DAMAGE, AND KEEP ROOTS MOIST BY COVERING WITH MULCH, BURLAP,
OR OTHER ACCEPTABLE MEANS OF RETAINING MOISTURE. DO NOT
REMOVE CONTAINER GROWN STOCK FROM CONTAINERS UNTIL PLANTING
TIME. LAYOUT AREAS OF PLANTING AND LOCATION OF EACH MAJOR
PLANT, FOR REVIEW BY ARCHITECT AND OWNER, PRIOR TO START OF
PLANTING.
PLANTING TREES AND PALM: EXCAVATE PIT TO 1-1fl TIMES DIAMETER
OF TREE BALL AND NOT LESS THAN 6" DEEPER. COMPACT LAYER OF
TOPSOIL IN PIT TO LOCATE COLLAR OF PLANT PROPERlY IN A SLIGHT
DISHED FINISH GRADE. BACKFILL AROUND BALL WITH TOPSOIL,
COMPACTED TO ELIMINATE VOIDS AND AIR POCKETS, WATERING
THOROUGHLY AS LAYERS ARE PLACED, BUILD 3' HIGH BERM OF TOPSOIL
BEYOND EDGE OF EXCAVATION. APPLY 3' THICK. GRADE '8' CYPRESS
MULCH. PRUNE TREE TO REMOVE DAMAGED BRANCHES, IMPROVE
NATURAL SHAPE, THIN OUT STRUCTURE, AND REMOVE NOT MORE THAN
15% OF BRANCHES. DO NOT PRUNE BACK TERMINAL LEADER. WRAP
TRUNK FROM GROUND TO ARST BRANCH WITH TREE WRAPPING TAPE.
GUY AND STAKE TREE THREE DIRECTIONS WITH GALVANIZED WIRE,
THROUGH FLEXIBLE HOSE CHAFING GUARDS, WITH WOODEN STAKE
ANCHORS.
PLANTING SHRUBS: EXCAVATE PITS TO 1.1fl TIMES THE DIAMETER
OF CONTAINERS, OR 1'.0' WIDER THAN THE SPREAD OF ROOTS AND 3'
DEEPER THAN REQUIRED FOR POSITIONING AT PROPER HEIGHT. LIGHTLY
COMPACT A LAYER OF TOPSOIL IN BOTTOM BEFORE PLACING PLANTS.
BACKFILL AROUND PLANTS WITH TOPSOIL. COMPACTED TO ELIMINATE
VOIDS AND AIR POCKETS. WATER THOROUGHLY AS LAYERS ARE PLACED.
FORM GRADE SLIGHTLY DISHED, AND BERMED, AT EDGES OF
EXCAVATION. APPLY 3' THICK. GRADE '8' CYPRESS MULCH. PRUNE
SHRUBS TO REMOVE DAMAGED BRANCHES, IMPROVE NATURAL SHAPE,
THIN OUT STRUCTURE AND REMOVE NOT MORE THAN 15' OF THE
BRANCHES,
PLANTING GROUND COVER: TILL SOIL TO DEPTH OF S'IN AREAS
WHERE TOPSOIL HAS NOT BEEN STRIPPED. LOOSEN SUBGRADE TO DEPTH
OF 4'IN AREAS WHERE TOPSOIL HAS BEEN STRIPPED, AND SPREAD
TOPSOIL TO DEPTH OF HOLES LARGE ENOUGH TO ALLOW FOR SPREADING
OF ROOTS. COMPACT Bt ~ILL TO ELIMINATE VOIDS, AND LEAVE GRADr
SUGHTLY DISHED AT EA(,II r'LANT. WATER THOROUGHLY. APPLY3'
THICK. GRADE '8' CYPRESS MULCH OVER ENTIRE PLANTING BED, LIFTING
PLANT FOLIAGE ABOVE MULCH.
GRASS: PROVIDE NEW S). IillGUSTINE GRASS SOD, TO MATCH EXISTING.
LOOSEN SUBGRADE OF LAWN AREAS TO A MINIMUM DEPTH OF 4.'
REMOVE STONES OVER 1-1fl'IN ANY DIMENSION AND STICKS, ROOTS,
RUBBISH, AND OTHER EXTRANEOUS MATTER. LIMIT PREPARATION TO
AREAS WHICH WILL BE PLANTED PROMPTLY AFTER PREPARATION. PLACE
APPROXIMATELY % OF TOTAL AMOUNT OF TOP SOIL REQUIRED. WORK INTO
TOP OF LOOSENED SUBGRADE TO CREAT A TRANSITION LAYER AND THEN
PLACE REMAINDER OF PLANTING SOIL. ADD SOIL AMENDMENTS, AS
REQUIRED, AND MIX THOROUGHLY INTO UPPER 4' OF TOPSOIL. SPREAD
TOPSOIL TO MEET LINES, GRADES, AND ELEVATIONS, AS REQUIRED, AFTER
LIGHT ROLLING AND NATURAL SETTLEMENT. PREPARE SURFACE M3
REQUIRED BEFORE PLANTING BY MOISTENING AREA IF SOIL IS DRY.
ALL SURFACE MOISTURE TO DRY BEFORE PLANTING. LAY SOD WITHIN
24 HOURS FROM TIME OF STRIPPING. DO NOT PLANT DORMANT SOD. LAY
SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND
SIDES OF SOD STRIPS; DO NOT OVERLAP. STAGGER STRIPS TO OFFSET
JOINTS IN ADJACENT COURSES. WORK FROM BOARDS TO AVOID DAMAGE
TO SUBGRADE OR SOD. TAMP OR ROLL LIGHTLY TO ENSURE CONTACT WITH
SUBGRADE. WORK SIFTED SOIL INTO MINOR CRACKS BETWEEN PIECES OF
SOD; REMOVE EXCESS TO AVOID SMOTHERING ADJACENT GRASS. WATER
SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING.
SEPARATE PlANTING BEDS OF SHRUBBERY AND GROUND COVER FROM
GRASS WITH EDGING OF 'COBRA.' BLACK PLASTIC, 4' MINIMUM HEIGHT.
DURING LANDSCAPE WORK, KEEP PAVEMENTS CLEAN AND WORK AREA
IN AN ORDERLY CONDITION. PROTECT LANDSCAPE WORK AND MATERIALS
FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, AND OPERATIONS BY
OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING
INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE
DAMAGED LANDSCAPE WORK. RB.OCATE EXISTING TREES, AS INDICATED,
PER RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1,
'AMERICAN STANDARD OF NURSERY STOCK.' MAINTAIN LANDSCAPE WORK
FOR A PERIOD OF SIXTY (60) DAYS IMMEDIATELY FOLLOWING COMPLETE
INSTALLATION OF EACH MAJOR CATEGORY OF WORK. INCLUDE WEEDING,
CULTIVATING, RESTORATION OF GRADE, PRUNING TREES AND SHRUBS,
PROTECTION FROM INSECTS AND DISEASES, FERTILIZING AND SIMILAR
OPERATIONS M3 NEEDED TO ENSURE NORMAL GROWTH AND GOOD
HEALTH FOR LIVE MATERIAL,
WARRANTY PLANTS, SHRUBS, AND TREES (INCWDE EXISTING, RELOCATED
TREES) FOR A PERIOD OF ONE YEAR AGAINST DEATH AND UNHEALTHY
CONDITION, EXCEPT M3 MAY RESULT FROM NEGLECT FROM OWNER.
DAMAGE BY OTHERS, AND UNUSUAL PHENOMENA BEYOND INSTALLER'S
CONTROL. REPLACE AT OPTIMUM PLANTING TIME.
UNDERGROUND IRRIGATION SYSTEM:
PROVIDE UNDERGROUND IRRIGATION SYSTEM, TO TIE INTO EXISTING, M3
A COMPLETE UNIT PRODUCED BY A SINGLE ACCEPTABLE MANUFACTURER,
INClUDING HEADS, VALVES, CONTROLS, AND ACCESSORIES. INSTALL PIPE
PRIOR TO PAVEMENT INSTAllATION. SUBMIT MANUFACTURER'S TECHNICAL
DATA AND INSTALLATION INSTRUCTIONS FOR UNDERGROUND IRRIGATION
SYSTEM ALONG WITH SHOP DRAWINGS FOR 100% AUTOMATIC
UNDERGROUND IRRIGATION SYSTEM INClUDING PLAN LAYOUT, TIEING INTO
EXISTING, AND DETAILS ILLUSlRATING LOCATION AND TYPE OF HEADS,
VALVES, PIPING CIRCUITS, CONTROLS, AND ACCESSORIES, PRIOR TO
PlACING ORDER, FOR ARCHITECrS REVIEW,
PROVIDE PRODUCTS COMPATIBLE WITH EXISTING SYSTEM. OR OF RAIN
BIRD SPRINKLER OR TORO. PROVIDE PRESSURE PIPE OF SIZE REQUIRED,
GALVANIZED STEEL PIPE, M3TM A120, SCHEDULE 40. PROVIDE CIRCUIT
PIPE OF PVC PLASTIC, M3TM 01785, SCHEDULE 40. PROVIDE PIPE FITTINGS
OF PVC PLASTIC PIPE, AS1M 02466 SOCKET FITTINGS WITH AS1M D2564
SOLVENT CEMENT. PROVIDE VALVES SUITED FOR PROJECT. PROVIDE
MANUFACTURER'S STANDARD, TO SUIT IRRIGATION SYSTEM, BACKFLOW
PREVENTER, IF LARGER SIZE NEEDED. PROVIDE IRRIGATION HEADS, LOW
TRAJECTORY, WHERE POSSIBLE, OF MANUFACTURER'S STANDARD UNITS
DESIGNED TO PROVIDE UNIFORM COVERAGE OVER ENTIRE AREA OF
SPRAY AT AVAILABLE WATER PRESSURE. PROVIDE LOWVOLTAGE SYSTEM
MANUFACTURED EXPRESSLY FOR THE AUTOMATIC CONTROL OF VALVES
OF UNDERGROUND IRRIGATION SYSTEMS. PROVIDE UNIT OF CAPACITY TO
SUIT NUMBER OF CIRCUITS M3 REQUIRED. PROVIDE MANUFACTURER'S
STANDARD WEATHERPROOF ENCLOSURE WITH LOCKING COVER.
COMPLYING WITH NFPA 70. PROVIDE NEW TRANSFORMER AND CIRCUIT
CONTROL, AS NECESSARY, ALONG WITH NEW PROGRAMMABLE TIME CLOCK.
EXCAVATE TRENCHES TO A DEPTH OF 3' BELOW INVERT OF PIPE. PROVIDE
MINIMUM COVER OVER TOP OF INSTALLED PIPING; 12' AT STEEL PIPING AND
2fY' AT PVC PIPING. BACKFILL TRENCH TO EXISTING GRADE.
CONNECT TO EXISTING SYSTEM AND WATER SOURCE. INSTALL CIRCUIT
VALVES IN VALVE BOX. ARRANGED FOR EASY ADJUSTMENT AND REMOVAl...
ADJUST VALVES. RESTORE PLANTINGS DISTURBED BY THIS WORK. INSTALL
HEADS PER MANUFACTURER'S INSTRUCTIONS; AVOID UNNECESSARY
WATERING OF PAVEMENT, ETC. CONDUCT TEST OF SYSTEM IN PRESENCE
OF ARCHITECTIOWNER. DEMONSTRATE lliAT SYSTEM MEETS COVERAGE
REQUIREMENTS AND lliAT AUTOMATIC CONTROLS FUNCTION PROPERLY.
COVERAGE REQUIREMENTS ARE BASED ON OPERATION OF ONE CIRCUIT AT
A TIME.
SET TOP OF ROOT MASS
/1af:NE FINI$IoI GRADE
EXCAVATE PIT al TO 101
LARGER TIoIAN ROOT MASS
MULDI AS SPECIFIED
BACKFILL AS SPECIFIED
@ SHRUBS
AO.6 NOT TO SCALE
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TIoIE CROI/IIN OF ALL PALMS HITI-I
TI-IE EXCEPTION OF BUTIA . f'IoIOENlX
SPECIES SIoIALL BE TIED AND SU,PPORTED
IN ACCORDANCE HITI-I GRADES AND
STANDARDS FOR NURSERY STOCK
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EARTIoI SAUCER BEYOND
EDGE OF ROOT8ALL
BACKFILL PER SPECIFICATIONS
MULOl PER SPECIFICATIONS
SPACING PER SPECIFICATIONS
MULCI-I PER SPECIFICATIONS
1:1 SLOPE ON SIDES OF l-IOL.E
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BASE HITI-I FOOTPRESSURE SO
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AO.6 NOT TO SCALE
ALL PALMS SIoIALL IoIAVE STRAIQoIT TRUCKS
UNLESS NOTED OTIoIERHISE
DlJCK8ILL PALM TREE COLl.AR TO BE
POSITIONED IN RELATION TO TI-IE IolE1Qo1T
OF TIoIE PALM. FOR ACCEPTABLE BRACING
(CONTRACTOR'S DISCRETIoN)
31&1 X 4' ZINC PLATED TURNBUCKLES
11&1 CABLE CLAMPS
11&1 GALVANIZED AIRCRAFT CABLE
DO NOT C(Jo/ER TOP OF ROOT6ALL HI SOIL
PLANT TREES SO TRUNK FLARE IS VISIBLE .
TOP OF ROOT8ALL
DUCKBILL EARTIoI ANQ.IOR DRIVEN INTO
GROUND. SIZED PER MANUFACTURER'S
RECOMMENDATIONS FOR PALMS - !I PER
PALM . 120"
REMOVE ALL THINE, ROPE, HIRE, BURLAP FROM
TOP IoIALF OF ROOT6ALL. CUT HIREBASKETS IN
FOUR PLACES. FOLD DOHN al INTO PLANTING IoIOLE.
MOUND SOIL UNDER ROOT6ALL
TAMP TO PREVENT SETTLEMENT
GROUNDCOVERISEASONAL
NOT TO SCALE
NEVER CUT Le..,.....eR. DO NOT l-IEAVILY
PRUNE TREE . PLANTING, PRUNE CROSS-
OVER LIMBS . BROKEN OR DEAD 8RANCI-IES.
DO NOT REMOVE TERMINAL BUDS OF 8RANCI-IES
TIoIAT EXTEND TIoIE EDGE OF TIoIE CROHN
NEVER CUT LEADER. 00 NOT IoIEAVILY
PRUNE TREE . PLANTING, PRUNE CROSS-
OVER LIMBS . BROI(EN OR DEAD BRANCI-IES.
DO NOT REMOVE TERMINAL BUDS OF BRANGlES
1llAT EXTEND TO TI-IE EDGE OF TIoIE CROI/IIN
USE 1121 IolOSE GUARDS . 12 GUAGE
GALVANIZED HIRE OR CABLE. LACE IoIOSE
TOGETI-IER HITIoI SINGLE HIRE STAY
PLANT TREES SO TRUNK FLARE IS
VISIBLE' TOP OF ROOT6ALL, TREES
HIoIERE TRUNK FLARE IS NOT VISIBLE
Sl-lALL BE REJECTED
CONSTRUCT A 4d IolIGlol EARTIoI SAUCER
BEYOND EDGE OF ROOT8ALL
BACKFILL PER SPECIFICATIONS
USE TRENCI-I EDGE ON
ALL PLANTING BEDS
ADJACENT TO LAHN AREAS
CiRASS
4'
f1.t
-@ BED EDGE
AO,6 NOT TO SCALE
{
STAKES Sl-lALL BE lad BELOH BOTTOM
OF PIT IN UNDISTRURBED SOIL MINIMUN
!I STAKES PER TREE' 120" O.C.
PRE-EMERGENT 1olER8ICIDE
t
2 - !I TIMES HIDTIoI OF ROOT8ALL
f
MULDI RING "-0' DIAMETER MIN.
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TIolAN !I'
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. 120" O,C. DRIVE STAKES la' BELOH
PIT IN UNDISTURBED SOIL
TREE GUYING : TREE CALIPER
GREATER TIoIAN !I'
USE !I GUYS PER TREE. ATT ACJ.I
Al!DVE FIRST 8RANQ.I . 120" O.C.
MUI.CJ.I PER SPECIFICATIONS
USE 1121 IolOSE GUARDS .
12 GUAGE OR STRONGER
c;ALVANIZED TURN6UCKLES
. DUCKBILL ANCI-IORS DRIVEN
INTO GROUND. SIZE PER MANUF.
RECOMMENDATIONS
REMOVE ALL THINE, ROPE, . HIRE .
BURLAP FROM TOP IoIALF OF ROOT8ALL
CUT HIRE BASKETS IN FOUR PLACES
AND FOLD DOHN al INTO PLANTING IoIOLE
1:1 SLOPE ON SIDES OF l-IOL.E
SET TOP OF ROOT6ALL CROI/IIN
II N!OVE GRADE
TAMP SOIL AROUND ROOT8ALL
BASE HITIoI FOOT PRESSURE
SO ROOT8ALL DOES NOT $IoIIFT
MOUND SOIL UNDER ROOT8ALL. TAMP
TO PREVENT SETTLEMENT
BACKFILL PER SPECIFICATIONS
STAKES Sl-lALL BE OUTSIDE ROOTBALL
1:1 SLOPE ON SIDES OF IoIOLE
TAMP SOIL AROUND ROOT8ALL
BASE ~ITIoI FOOT PRESSURE
SO ROOTBALL DOES NOT $IoIIFT
f
} 2 - !I TIMES HIDTIol OF ROOTBALL
MULDI RING "-(/ DIAMETER MIN.
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t
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@ CANOPY TREES
AO.6 NOT TO SCALE
USE 1121 IoIOSE GUARDS . 12 GUAGE
c;ALVANIZED HIRE OR CABLE
CONSTRUCT A 41 1oI1G1-1 EARTIoI SAUCER
BEYOND EDGE OF ROOTBALL DO NOT
C(Jo/ER TOP OF ROOT8ALL HITIol SOIL
PLANT TREES SO TRUNK FLARE IS
VISIBLE' TOP OF ROOTBALL, TREES
HIoIERE TRUNK FLARE IS NOT VISIBLE
$IoIALL BE REJECTED
REMOVE ALL THINE, ROPE, . HIRE.
BURLAP FROM TOP IoIALF OF ROOT8ALL
CUT HIRE BASKETS IN FOUR PLACES
AND FOLD DOHN al INTO PLANTING IolOLE
MOUND SOIL UNDER ROOT8ALL. TAMP
TO PREVENT SETTLEMENT
STAKES Sl-lALL BE OUTSIDE ROOT8ALL
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PHASE V - CB 90, PG 16
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"
'-- PROPOSED 6' SIDEWALK
590,0,2'
/BJJYi
PARKING SPACES
"'"\
A
B
C
D
E
F
G
H
I
J
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L
M
N
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P
Q
R
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V
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REG
8.3
65
68
59
60
70
85
92
74
70
7.3
52
22
14
28
18
9.3.3
EXISTING
HC TOTAL
-- 8.3
-- 65
-- 68
-- 59
-- 60
-- 70
-- 85
-- 92
-- 74
-- 70
-- 7.3
8 8
4 4
.3 55
-- 22
-- 14 (1)
-- 28
-- 18
11 11
26 959
REG
8.3
68
68
59
60
70
85
92
74
70
72
2.3
1.3
.37
26
7
1014
(I) STRIPED AS SEVEN BUS SPACES
(2) HC REQUIRED, 2% = 21 SPACES
THE UlNATURE 01 THE OUAUTY
CONTROL OFFICO IN 1111 IPACE
INDlCATEt THAT AU. REQUIRED
PERMITS HAYE IEEN GlTAlNED
AND THAT CONITRUCTION "
AUTHORIZED TO CO....ENCE.
-----.
1;1;
-
---
.39
8
14
28
18
PROPOSED
HC TOTAL
-- 8.3
-- 68
-- 68
-- 59
-- 60
-- 70
-- 85
-- 92
-- 74
-- 70
-- 72
9 9
-- 0
4 4.3
2 10
-- 14
-- 28
-- 18
12 12
-- 2.3
-- 1.3
-- .37
-- 26
-- 7
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SHEET DESCRIPTION,
RUTH ECKERD HALL
McMULLEN - BOOTH ROAD
CLEARWATER, FLORIDA
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENT ALI~, TS, SURVEYORS 8 PLANNERS
2639 McCormick Dr, Cloor..otor FL. 33759
Tol. (727) 724-8422 - Fox, (727)724-8606
REDEVELOPMENT
PRELIMINARY SITE PLAN
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PA VEMENT
SIDEWALK
TOTAL
MAIN BUILDING
BLDG. FOOTPRINT 62,750 S.F.
S/DEWALK/pA 110S .32,~147 S.F,
PARKING MQ..;710 S.F.
TOTAL 535,007 S.F.
INTERIOR GREEN 91;!.3.3 S.F.
~ INTERIOR GREEN/pARKING 21~
INSl1TUTE BLDG, (NORTH OF ENTRANCE)
BLDG. FOOTPRINT 5,ilOO S.F.
S/W & CONC. D/W ..J.J:160 S.F.
TOTAL 8,'<.60 S.F.
TOTAL IIofPER\10US
30
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LENGTH
60.00'
270..35'
142.00'
116.85'
50.00'
64.54'
60.45'
129.43'
245.08'
79,68'
118.80'
54.11'
64,020 S.F.
....1.:i04 S. F.
67,ti24 S,F.
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8,460 S.F,
611,791 S.F.
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NO.
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SECTION 9, TOWNSHIP 29 S, RANGE 16 E
VICINITY MAP
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J:lQIES
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 RESPONSI-
BILITY TO DETERMINE THE EXACT LOCA110N OF THE UTILITIES PRIOR
TO CONSTRUCTION IN THEIR ViCINITY.
4. THE CONTRACTOR SHALL USE APPROPRIATE MEASURES TO PRE-
VENT EROSION AND TRANSPORT OF SEDIMENT MATERIAL TO INLETS,
SURFACE DRAINS, LAKES AND WElLAND AREAS. THE CONTRACTOR
SHALL USE STRAW BALES, SILT BARRIERS OR OTHER APPROPRIATE
MEASURES TO MITIGATE ADVERSE IMPACTS 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 H. PATlERSON
FLETCHER, ARCHITECTS, P.A.
8. BACKFLOW PREVEN110N DEViCES MUST BE INSTALLED BY THE CITY.
9. TRAFFIC CONTROL DEViCES SHALL BE INSTALLED AND MAINTAINED
AT APPROPRIATE LOCATIONS IN ACCORDANCE WITH THE STANDARDS
SET FORTH BY THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEViCES AS ADOPTED BY THE FLORIDA DEPT. OF TRANS. UNDER
RULE 14-15.010, FLORIDA ADMINISTRATIVE CODE.
10. LOCA 110NS OF TRASH DUMPSTERS TO BE COORDINATED WITH THE
CITY OF CLEARWATER SANITATION DEPARTMENT.
11. SITE lANDSCAPING WILL BE IN ACCORDANCE WITH SECTION 42.27
OF THE CITY OF CLEARWATER LAND DEVELOPMENT CODE,
12. 'E SITE IS LOCATED WITHIN FLOOCINES AE (10), X, X OUTSIDE
...JO YEAR FLOOD PLAIN, PER FLOOL.. .NSURANC~ RATE MAP COM-
MUNITY PANEL NO. 12098 0011 J), MAP RSV. AUGUST 19, 1991.
13. sm: LIGHTING SHALL BE PROV1.DED d~ r:;OMPLiANCE WITH CITY OF
CLEARWATER CODE REQUI~EMEIIITs.
14. 31GATlON PLANS TO BE SUBMIHEt .TH BUILDING CONSTRUCTION
,..LANS.
15. TREE REMOVAL PERMIT APPLICATION TO BE SUBMITTED AT TIME OF
CONSTRUCTION PLAN SUBMITTAL.
16. WETlAND LIMITS BASED ON AVAILABLE INFORMATION AND ARE
SUBJECT TO VERI FICA TlON,
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LAND USE DATA
LAND USE /ZONING
INSTITUTIONAL
(Theater Area)
41.0 Ac,
TOTAL AREA:
BUILDING: ALL LEVELS
EXISl1NG
PROPOSED ADD/110NS
TOTAL
PARKING: (SEE TABLE 0 LEFT)
EX/Sl1NG HC 26 SPACES
EXISl1NG
MARKED FOR 7 BUSES 14 SPACES
EXISl1NG TOTAL
REQUIRED (1)
PROPOSED
(1) BASED ON 5 PER 1000 S.F. AND
120,741 S.F. BUILDING AREA ALL LEVELS
7.3,269 S.F.
47,472 S,F.
120,741 S.F.
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