FLD2005-06053
FLD2005-06053
1101 S FT HARRISON AVE
RISTINO'S COAL OVEN PIZZ
PLANNER OF RECORD: MHR
ATLAS # 295B
ZONING: C
LAND USE: CG
RECEIVED: 06/20/2005
INCOMPLETE:
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MAPS:
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SECTION
16,
TOWNSHIP
29 SOUTH, RANGE
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1110 OVERCASH DRIVE SUITE C
DUNEDIN. FLORIDA 34698
(727) 734-4266 FAX (727) 734-3228
.
OWNER
MR. LENNYCRISHNO
2161 75TH STRCCT
BROOKLYN, NEW YORK 11204
Al~CHITECT
}ONNAITl ARCHl1'ECIURE INCORPORA1'ED
21021 US HIGllWA Y 19 NORHl
CLEARWA1'ER, FLORIDA 33765
(727) 725-2724
(727) 725-2603 FX
L()CATION MAP
JASUINE WAY
JASIAlNE WAY
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DRA WING LIST
SDI SH'E PLAN AND srrE DA'lA
SD2 srrE LANDSCAPE PLAN
Al FLOOR PLAN AND ELEVATIONS
LEGAL DESCRIPTION:
LOT I, AND THE NORTH 10.00 FEET OF LOT 2, AND THE SOUTHY'20F THE VACATED
RIGHl-OF-WAY LOTUS PATH, BLOCK 39, MAGNOLIA PARK, AS RECORDED IN PLAT
BOOK 3, PAGE 43, PUBLIC RECORDS OF PINELAS COUNTY, FLORIDA.
FLOOD STATEMENT:
THIS LOT LIES IN FLOOD ZONE X, ACCORDING TO F .E.M.A. FLOOD INSURANCE RATE
MAP -12103C0106H, DA TED MAY 17, 2005.
NOTE,;
ELEVATIONS SHOWN HEREON ARE BASED ON HARRIS 'X', ELEVATIDN 36.43 FEET,
NAV[ 1968 DATUM.
6'
0.,
BLUE BACKROUND - WHITE
BORDER AND SYMBOL
PARKING B
DISABLED
PERMIT
ONLY
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$255 FINE
F. S. 318.14
I'SERIES 'C'LETTERS
WHITE BACKROUND - BLACK
BORDER AND LETTERS
1Y'2' 1Y'2'
NOTIC: SIGN, MOUNTING HEIGHT AND HC PARKING STRIPING SHALL
BE AS PER ~TY OF CLEARWATER STANDARDS
HC SIGN DETAIL
SCALE 3' = 1'-0'
,
Revisions
Date By
----------------------~-------~---~{jfJF1J[-~~~~~\~~J[ti-~1\T-~-~1\T~~------------x------------------
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PROJf~CT DATA
STANDA,RD
ZONING DISTRICT
FUTURE LAND USE
PERMITTED USE
TOT AL SITE AREA
BUILOING DATA
PROPOSES NEW AREA
UINIIAUU LOT SIZE
UINIMUU LOT WID T H
FRONT YARD SETBACK
REAR YARD SETBACK
SIDE YARD SETBACK
UAXIUUM BUILDING HEIGHT
IFROU GRAOEl
It.APERVIOUS SURF ACE RATIO IISR)
FLOOR AREA RATIO 1;'AR)
PARKING SPACES
FLOOD ZONE
SIGN (PER I/SDIl MOUNTE
ON BUILDING FACE
RAMP DOWN
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REQUIRED PROPOSED
C COMUERCIAL C COt.At.AERCIAL
CG COt.AUERCIAL GENERAL CG COMt.AERCIAL GENERAL
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ACRES
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EXIS TlNG BUILDING AREA
PROPOSED TOTAL BUILDING AREA
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AREA PROPOSED
10,000.0 SO Fl
FOR RESTAURANTS
12.954.73 SO Fl
100' WIOE MIN
96.05' WIDE t.AIN
25.0 FEET 130' EXISTING) 15.0 FEET
20.0 FEET 1I~.3' EXISTING) 1~.3 FEET
10,0 FEET 15.8' EXISTING) 5.8 FEET
25.0' FEET 16.3~ FEET
95.0 j( ISR IPERt.AITTEOl 10.9 j( ISR (PROPOSED>
8.380.29 SO.FT. IMPERV AREA 9,198.31 SO.Fl. IMPERV AREA
EXISTING PERVIOUS AREA
= ~,5 78,69 SO FT
PROPOSED PERVIOUS AREA
= 3,760.61 SO F T
0.55 j( FAR
1.125.10 SO F T
0.21 j( FAR
2.83~.I0 SO FT
15 SPACES I 1000 SO FT
GROSS FLOOR AREA
= ~3 CARS
9.11 SPACES I 1000 SO FT
GROSS FLOOR AREA
= 26 CARS
19 SPACES ON SITE PLUS 11
SPACES AS PRDVIOED BY
ADJACENT MEDICAL OFFICE)
DRAINAGE CALCULATIONS
STORAGE (CU/IT) = MODIFIED "C" X "i" X "A" X DUR.ATION
ZONE X
ZONE X
MODIFIED "C"
.709 % PERVIOUS AI{EA X .20 = .141
.198 % IMPERVIOUS AREA X .30 = .087
.093 % POND AREA X 1.0 = .093
TOTAL MODIFIED "C" = .321
"i" (IN'fENSI'IY) = 8.0 INCHES/HR fOI{ 15 MINUTES = 2.0 INCHES
"A" (AREA IN ACRES) = .297 ACI{ES J6'
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DURATION (SECONDS) = 900 SECONDS (15 MINUTES) ~
S'IORAGE = .321 X 2 X .297 X 900
TOTAL VOLUME REQUIRED = 171.60 CUBIC FEET
1.0'
4.0'
5.0'
PROP LINE
TYP
EDGE OF BUILDING
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POND AREA = 1,162.40 SQ FT
POND VOLUME = 792.20 CU FT
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PARKING AREAS TO BE REMOVED
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I. A NEW GREASE RECEPTOR WILL BE INSTALLED ON THIS PROJECT I
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2. PROJECT WILL COMPLY WITH THE FLORIDA FIRE PREVENTION CODE 2004 EqlTlON
3. REFER TO SITE SURVEY AND LANDSCAPING PLAN FDR EXISTING TREE DAT4
4. A PARKING SPACE LEASE AGREEMENT CAS EXAMPLE SUPPLIED BY THE CITY) WILL
BE PROVIDED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT
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WHITE SYMBOL
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4' L1MEROCK BASE, LBR 100
96% DENSITY
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6' WHITE STRIPES TYPICAL
6' BLUE STRIPES TYPICAL
6'STABL~ED SUB GRADE
EXISTING SOIL COMPACTED
TO 96% DENSITY
SITE PLAN NOTES:
NOTE: RAMPS SHALL NOT EXCEED IIN 12 SLOPE
SCALE 1/4' = 1'-0'
NOT TO SCALE
5. A SWFWMD PERMIT OR EXEMPTION WILL BE PROVIDED PRIOR TO THE ISSUANCE OF
A BUILDING PERMIT
6. A TRANSPORTATIDNAL IMPACT FEE OF . 9,557.70 WILL BE PAID ON THIS PROJECT
PAVING SECTION
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JONNA TTI
ARCHITECTURE
INCORPORATED
21021 US Highway 19 N
Clearwater, Florida 3376[;
(727) 725-ARCH
(727) 725-2603 Ix
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www.jarch.com
info@jarch,com
@ }mlllulli Architect/lre
Incurporated 2UU5
Mark A. lonnatti, AlA
lL A 1~ UOlO778
1,. AA OOO:U71
CRISTINO'S
RESTAURANT
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1101 SOUTH
FORT
HARRISON
A VENUE
CLEARWATER
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Date
MAY 25,05
Scale
AS NOTED
obNo
CRISTINO'S
Sheet:
SDl
NOTES.
I.
2.
3.
".
5.
6.
ALL VOOO SHALL BE SPRUCE OR PINE-NOT PRESSURE TREATED.
CROSS TIES SHALL ~IOT CROSS OVER VOOOY ROOTS.
REMOVE ALL STRING 'lOR VIRE VRAPPED AROUND TRUNK.
REMDVE ALL STRAPS. ROPES. VIRE. '/DR STRINGS USED TD LIFT THE ROOTBALL.
REMOVE ALL BURLAP &/DR VIRE FROM THE TOP DF THE ROOT BALL.
TOP OF ROOTBALL HI BE SET 2' BELOV FINISH SURROUNDING FINISH GRADE.
2'X2'X'" CRDSS MEMBER-
LANDSCAPE WORK NOTES
UNDERGROUND IRRIGATION SYSlrM NOTES
I. THE EXTENT OF THE LANDSCAPE VDRK IS SHOVN ON THE ORAVINGS AND SHALL BE SUPPLIED AND
INSTALLED BY THE CHURCH
2. GUARANTEE LANDSCAPE VORK THROUGH A 1 YEAR MAINTENANCE PERIOD, AND UNTIL FINAL
ACCEPTANCE.
3. REMOVE AND REPLACE TREES. SHRUBS. DR OTHER PLANTS FOUND TO BE DEAD OR IN UNHEALTHY
CONDITION DURING GUARANTEE PERIOD. MAKE REPLACEMENTS DURING GROWTH SEASON
FOLLOVING END OF GUARANTEE PERIOD. FURNISH AND PLANT REPLACEMENTS VHICH CDMPLY
VITH REOUIREMENTS SHOVN AND SPECIFIED. ALSO, REPLACE TREES AND SHRUBS VHICH ARE
IN DOUBTFUL CONDITION AT END OF GUARANTEE PERIOD.
". TOPSOIL SHALL BE STOCKPILED DURING SITE CLEARING FOR RE-USE IN LANDSCAPE VORK. IF
QUANTITY OF STOCKPILED TOPSOIL IS INSUFFICIENT, PROVIDE ADDITIONAL TOPSOIL AS
REQUIRED TO COMPLETE LANDSCAPE VORK,
5. SUPPLY COMPLETE FERTILIZER OF NEUTRAL CHARACTER. VITH SOME ELEMENTS DERIVED FROM
ORGANIC SOURCES AND CONTAINING NOT LESS THAN 6Y. AVAILABLE PHOSPHORIC ACID. 6Y.
TOTAL NITROGEN AND 6Y. SOLUBLE POTASH.
6. PROVIDE PLANT MATERIALS TRUE TO NAME AND VARIETY ESTABLISHED BY THE AMERICAN
JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE 'STANDARDIZED PLANT NAMES'. .
SECOND EDITION. 1~"2.
7. PROVIDE TREES, SHRUBS. AND OTHER PLANTS CONFORMING TO THE STANDARDS FOR 'FLORIOA
NUMBER ONE'OR BETTER AS GIVEN IN 'GRADES AND STANDARDS FOR NURSERY PLANTS'. PART
CURRENT EDITION AND PART II. STATE OF TEXAS DEPARTMENT DF AGRICULTURE
B. PROVIDE TREES OF HEIGHT AND CALIPER LISTED OR SHOVN AND VITH BRANCHING
CONFIGURATION RECOMMENDED BY THE TEXAS ST~TE PLANT BOARD GRADES AND STANDARDS
MANUAL.
~. PROVIDE STRONGLY ROOTED SOD. NOT LESS THAN 2 YEARS OLD AND FREE OF VEEDS AND
UNDESIRABLE NATIVE GRASSES. PRDVIDE ONLY SOD CAPABLE DF GROVTH AND DEVELOPMENT
VHEN PLANTED (VIABLE. NOT DORMANT) AND IN STRIPS NOT MORE THAN IB' VIDE X '" LONG,
10.LOOSEN SUBGRAOE OF SOD AREAS TO A A MINIMUM DEPTH OF "'. REMOVE STONES OVER
1.1/2' IN ANY DIMENSION AND STICKS. RDDTS. RUBBISH AND OTHER EXTRANEOUS MATTER.
LIMIT PREPARATIDN TO AREAS WHICH WILL BE PLANTED PROMPTLY AFTER PREPARATION.
SPREAD FERTILIZER SPECIFIED HEREIN AT A ~INIMUM RATE OF 25 POUNDS PER 1000 SP.FT.
AND THOROUGHLY VORK INTO THE TOP" INCHES OF SOIL.
11.ALLOV FOR SOD THICKNESS IN AREAS TO BE SODDED.
12.MOISTEN PREPARED SOD AREAS BEFORE PLANTING IF SDIL IS DRY. VATER THOROUGHLY AND
ALLOW SURFACE MOISTURE TO DRY BEFORE PLANTING LAVNS. DO NDT CREATE A MUDDY SDIL
CONDIT ION.
13.PREPARATION OF PLANTING BEDS. LOOSEN SU8GRADE OF PLANTING BED AREAS TO A MINIMUM
DEPTH OF 6' USING A CULTIMULCHER OR SIMILAR EQUIPMENT. REMDVE STONES OVER 1-1/2'
IN ANY DIMENSIDN. AND STICKS. STONES. RU~BISH AND OTHER EXTRANEOUS MATTER.
I".SPREAD PLANTING SOIL MIXTURE TO THE MINIMUM DEPTH REQUIRED TO MEET LINES. GRADES
AND ELEVATIONS SHOVN. AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. PLACE
APPRDXIMATELY , OF TOTAL AMOUNT DF PLANTING SOIL REQUIRED. VORK INTO TOP DF
LOOSENED SUBGRADE TO CREATE A TRANSITION LAYER. THEN PLACE REMAINDER OF THE
PLANTING SOIL.
15.SET BALLED AND BURLAPPED lB&B) STOCK ON LAYER OF COMPACTED PLANTING SOIL MIXTURE.
PLUMB AND IN CENTER OF PIT OR TRENCH VITH TOP OF BALL AT SAME ELEVATION AS ADJACENT
FINISHED LANDSCAPE GRADES. VHEN SET. PLACE ADDITIONAL BACKFILL AROUND BASE AND
SIDES OF BALL. AND VORK EACH LAYER TO SETTLE BACKFILL AND ELIMINATE VOIDS AND AIR
POCKETS. WHEN EXCAVATION IS APPROXIMATEl Y 2/3-FULL. VATER THOROUGHLY BEFORE
PLACING REMAINDER OF BACKFILL. REPEAT VATERING UNTIL NO MORE IS ABSORBED. VATER
AGAIN AFTER PLACING FINAL LAYER OF BACKFILL. REMDVE BURLAP FROM SIDES OF BALLS.
RETAIN ON BOTTOMS.
16.SET CONTAINER GROVN STOCK AS SPECIFIED FOR BALLED AND BURLAPPED STOCK. EXCEPT CUT
CANS ON 2 SIDES VITH A APPROVED CAN CUTTER. REMOVE BOTTOMS OF VOODEN BOXES
AFTER PARTIAL BACKFILLING SO AS NOT TO DAMAGE ROOT BALLS.
17.DlSH TOP DF BACKFILL TD ALLOV FOR MULCHING. FOR SPRING PLANTING. PROVIDE ADDITIONAL
BACKFILL BERM AROUND EDGE OF EXCAVATIONS TO FORM SHALLOW SAUCER TO COLLECT VATER.
IB.MULCH PITS. TRENCHES AND PLANTED AREAS. PROVIDE NOT LESS THAN 1 INCH THICKNESS OF
MULCH AND VORK INTD TOP OF BACKFILL AND FINISH LEVEL WITH ADJACENT FINISH GRADES.
I~.LAY SOD VITHIN 2" HOURS FROM TIME OF STRIPPING. DO NOT PLANT DDRMANT SOD. LAY SOD
TO FORM A SOLID MASS VITH TIGHTLY FITTED JDINTS. BUTT ENDS AND SIDES OF SOD STRIPS.
DO NOT OVERLAP. STAGGER STRIPS TO DFFSET JOINTS IN ADJACENT COURSES. WORK FRDM
BOARDS TO AVOID DAMAGE TO SUBGRADE DR SOD. TAMP OR ROLL LIGHTLY TO ENSURE CONTACT
WITH SUBGRADE. VORK SIFTED SOIL INTO MI~OR CRACKS BETVEEN PIECES OF SOD. REMOVE
EXCESS TO AVOID SMOTHERING OF ADJACENT GHASS.
20.WATER SOD THOROUGHLY VITH A FINE SPRAY IMMEDIATELY AFTER PLANTING.
I. EXISTING IRRIGATION SYSTEM SHALL BE MODIFIED BY THE CHURCH TO PROVIDE A FULLY AUTOMATIC
UNDERGROUND IRRIGATION SYSTEM TO PROVIDE 100Y. COVERAGE OF ALL LANDSCAPE AREAS. SYSTEM
SHALL UTILIZE LDW-FLOV TYPE HEADS AND SHALL USE EXISTING SHALLOW VELL VITH RAIN SENSOR.
2. SUBJECT TO COMPLIANCE WITH REOUIREMENTS. MANUFACTURERS OFFERING PRODUCTS WHICH MAY BE
INCORPORATED IN THE VORK ,INCLUDE. BUT ARE NOT LIMITED TO. THE FDLLOVING.
MUELLERMIST IRRIGATION CD.
RAIN BIRD SPRINKLER MFG. CORP.
THE TORO CO.. IRRIGATION DIV.
VEATHER-MATIC DIV./TELSCO INDUSTRIES.
3. ALL EXPOSED MATERIALS SHALL BE BLACK (EITHER INTEGRAL DR PAINTED).
". ALL PIPE TO BE PVC PLASTIC PIPE. ANSI/ASTM D 17B5. SCHEDULE "0.
5. PIPE FITTINGS SHALL COMPLY VITH FOLLOVING.
FOR PVC PLASTIC PIPE. ANSI/ASTM 0 2"66 SOCKET FITTINGS WITH ASTM 0 256" SOLVENT
CEMENT.
6. PROVIDE MANUFACTURER'S STANDARD VALVES. OF TYPE AND SIZE REOUIRED. AND AS FOLLOWS.
AUTDMATIC CIRCUIT VALVES. GLOBE VALVES OPERATED BY LOV-POVER SOLENOID. NORMALLY CLOSED.
MANUAL FLOW ADJUSTMENT.
AUTOMATIC DRAIN VALVES' DESIGNED TO OPEN FOR DRAINAGE VHEN LINE PRESSURE DROPS BELDV 3
PSI.
7. PROVIDE MANUFACTURER'S STANDARD BACKFLOV PREVENTER. TO SUIT SPRINKLER SYSTEM.
B. SPRINKLER HEADS SHALL BE MANUFACTURER,S STANDARD UNIT DESIGNED TO PROVIDE UNIFORM
COVERAGE OVER ENTIRE AREA OF SPRAY SHOVN ON DRAVINGS AT AVAILABLE WATER PRESSURE.
FOLLOWS.
POP-UP SPRAY lPUSP),
RETRACTION SPRING.
POP-UP ROTARY IMPACT lPURIMP).
AS '"
FIXED PATTERN. VITH SCREV-TYPE FLDV ADJUSTMENT AND STAINLESS STEEL
IMPACT DRIVE. FULL CIRCLE AND PART CIRCLE AS INDICATED.
~. VALVE BOXES SHALL BE PRECAST CONCRETE OR PVC.
10.FURNISH LOW VOLTAGE SYSTEM MANUFACTURED EXPRESSLY FOR CONTROL OF "AUTOMATIC CIRCUIT
VALVES OF UNDERGROUND SPRINKLER SYSTEMS.
II.PROVIOE MANUFACTURER'S STANDARD WEATHERPROOF EXTERIOR CONTROL "ENCLOSURE VITH LOCKING
COVER. COMPLYING VITH NFPA 70 (NATIONAL ,.ELECTRIC CODE).
12.PROVIOE A TRANSFORMER TO CONVERT BUILDING SERVICE VOLTAGE TO CONTROL VOLTAGE OF 2" VOLTS.
13.CIRCUIT CONTROL' EACH CIRCUIT SHALL BE VARIABLE FROM APPROXIMATELY ,5 TO 60 MINUTES.
INCLUDE SVITCH FOR MANUAL OR AUTOMATIC ,,'OPERATION OF EACH CIRCUIT.
I".PROVIOE AN ADJUSTABLE TIMING DEVICE. 2""HOUR AND 7 OR 2" DAY CLOCKS TO OPERATE ANY TIME OF
DAY AND SKIP ANY DAY IN A 7 OR 1" "DAY PERIOO. ALLOV FOR MANUAL DR SEMI-AUTOMATIC
OPERATION WITHOUT DISTURBING PRESET AUTOMATIC OPERATION.
15.PROVIDE 12' MINIMUM COVER OVER TOP OF PYC PIPING.
CONDUCT TESTS IN
16.NOTIFY ARCHITECT/ENGINEER IN VRITING VHEN TESTING VILL BE CONDUCTED.
PRESENCE OF ARCHITECT/ENGINEER.
17.AFTER COMPLETION OF GRADING. SEEDING OR SDOOING. AND ROLLING OF GRASS AREAS. CAREFULLY ADJUST
LAWN SPRINKLER HEADS AS NECESSARY TO PROVIDE PROPER OPERATION AND TO NOT INTERFERE WITH
LANDSCAPING MAINTENANCE OPERATIONS.
PLANT LEGEND
~
SHADE TREE - 1,0
LIVE OAK (QUERCUS VIRGINIANAl WIT H
MINIMUM 10' TRUNK HEIGHT AND A MINIMUM
TOT AL CALIPER OF 2.5"
QUAN
84
-
QUAN
9
4
SHADE TREE - DE
DRAKE ELM I ULMUS PARVIFOLlAl WITH
MINIMUM 10' TRUNK HEIGHT AND A MINIMUM
TOT AL CALIPER OF 2.5"
,11
11111111111\
84
~
*
ACCENT 'lRLL - SI'
CREPE MYRTLE ILAGERSTROEMIAl
MINIMUM B' HEIGHT 2' CALIPER
7
~
@
o
EXIST. H{EE - UJ
EXIS TlNG LIVE OAK TREE
lSEE PLAN FOR SIZES)
------------------------------ c ----SOUTH-FORTH 4RRIS-aN-A-VENUE-
'Y:. -------------------------------
.J..
I
20
SH/{UB "L" -/H
INDIAN HAWTHORNE IB' H AT 36' O.C.
13 GALLON MIN.)
---
-
.-
SHRUB "A" - 1,G
I GALLON. IB' HEIGHT. IB' SPREAD
PLANTED AT 2'-0" ON CENTER-
LANT ANA GOLD MOUND lLANT ANA
HORRIDA)
SHRUB "B" - P
I GALLON. lB' HEIGH,. :8' SPREAD
PLANTED AT 2'-0" ON CENTER-
PLUMBAGO lPLUMBAGO AURICULA T A)
SHRUB "D"-V
VIBURNUM IB-2'" HEIGHT AT 36' O.C.
13 GALLON MIN.!
.-
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3' MULCH LAYER I
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ANTING ~~IL
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EXISTING UNDISTURBED S~iL
....
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SHRUB & GRDCVR PLNTG DTL
PRUNING NOTES.
VHEN ACTIVITIES AFFECT PROTECTED TREES DO THAT THE CRITICAL ROOT ZONED
IS DISTURBED. OR VHEN PRUNING MUST BE PERFORMED ON A TREE'S CROVN,
ADHERENCE TO THE FOLLOVING ARBORICUlTURAL TECHNIQUES IS REOUIREO.
A. VHEN THE CRITICAL ROOT VILL BE AFFECTED ROOTS MUST BE SEVERED BY
CLEAN PRUNING CUTS AT THE PDINT WHERE CONSTRUCTION IMPACTS THE
ROOTS. RDOTS CON BE PRUNED BY UTILIZING TRENCHING EQUIPMENT DESIGNED
FOR THIS PURPOSE OR BY HAND DIGGING A TRENCH AND PRUNING ROOTS VITH
A PRUNING SAV, CHAIN SAV OR OTHER EOUIPMENT DESIGNED FOR TREE PRUNING.
ROOTS LDCATED VITHIN THE CRITICAL ROOT ZONE THAT WILL BE IMPACTED BY
CONSTRUCTIDN MUST BE PRUNED TO A DEPTH OF 11~ INCHES BELOW THE EXISTING
GRADE OR TO THE DEPTH OF DISTURBANCE IF LES~; THAN IB INCHES FROM THE
EXISTING GRADE VHEN UNDERGROUND UTILITY LINES ARE TO BE INSTALLED
VITHIN THE CRITICAL ROOT ZDNE. THE ROOT PRUNING REQUIREMENTS MAY
BE VAlVED IF THE LINES ARE INSTALLED VIA TU~ELING OR DIRECTIDNAL
BORING AS DPPOSED TO OPEN TRENCHING.
B. VHEN PRUNING LATERAL BRANCHES OF PROTEI.TED TREES. THE PROPER PRUNING
TECHNIQUES AS DESCRIBED HEREIN. MUST BE FOLlOWED. FLUSH CUTS lPRUNING CUTS
THAT REMOVE THE BRANCH COLLAR) AND STUB CUT~j (CUTS THAT LEAVE A STUB ON A
TREE) ARE IMPROPER PRUNING TECHNIOUES ANY TREE THAT HAS BEEN IMPROPERLY
PRUNED VILL NOT BE RECOGNIZED AS A TREE LEFT ON THE PROPERTY IN A
HEALTHY GROVING CONDITION. AND THEREFORE WILL NOT BE UTILIZED TO MEET
TREE REPLACEMENT REQUIREMENTS.
~
(;UOUNlJ COVU{ -1M
I GALLON. 10' HEIGHT. 10' SPREAD
PLANTED AT 2'-0" ON CENTER-
L1RIOPE lLlRIOPE MUSCARIl
57
EXIST. TREE - PM
EXIS TING PALM TREE
(SEE PLAN FOR SI.2ES)
...............\
\::::::::: ::::;::/
".... .'
SOD
ST AUGUSTINE SOD - TYPICAL ALL
SOD AREAS INDICA TED
SPREAD
HEIGHT
SPREAD
HEIGHT
FERTILIZER TABLETS AS
SPECIFIED. PLACE UNIFORMLY
AROUND ROOT MASS
BETWEEN MIDDLE AND
BOTTOM OF ROOT MASS
3 TD 5 TIMES VIDTH
OF ROOT BALL
'X2'X'" CROSS MEMBER--
FROM TRUNK
DEPTH
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TILLED AND LODSENED
NATIVE SOIL BACKFILL
ALL SHRUBS/GROJ~mCOYER
TO BE TRIANGULAR SPACING.
SEE PLANT LIST FDR lD.C.) SPACING.
FERTILIZER TABLETS
AS SPECIFIED. PLACE
UNIFDRMLY ARDUND
ROOT MASS BETVEEN
MIDDLE AND BOTTOM
F ROOT MASS.
ROOT BALL
~ "" " '"""
BED LI NE
UNDISTURBED SOIL
TILLED AND LDOSENED
NATIVE SOIL BACKFI
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lB' MIN. SETBACK FOR SHRUBS
, GROUNDCOVERS
2-2'X'" STAKE VI
LDNG TAPER MIN. lB'
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SDIL
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NOT TO SCALE
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SCALE I" - 10'-0"
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OEXIS T.
7',9'
---
o R I C; I N A L
"""IIIl
Revisions Date By
.... .6
JONNA TTI
ARCHITECTURE
INCORPORArrED
21021 US Highway 19 N
Clearwater, Florida 33765
(727) 725-ARCH
(727) 725-2603 fx
www.jarch.com
info@jarch,com
@ !onnalli Architecture
Incorporated 2005
,..
~
.....
Mark A. Jonnatti, ALA
n AR 0010778
n, AA 0003371
..oiiiii
,..
~
CRISTINO'S
RESTAURANT
1101 SOUTH
FORT
HARRISON
A VENUE
CLEARWATER
FLORIDA
LANDSCAPE
PLAN
...
.6
, MAJ ""'11III
Drawn
Cheek MAJ
Date MAY 25,05
Sea Ie AS NOTED
tJob No CRISTINO'S ~
,
Sheet:
-..,
SD2
....
.6
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ceramic tile accents
DO
exterior wootl tleck with
flowerbox railings
<> <>
WEST ELEVATION
SCALE I/S- = 1'-0'
<>
EAST ELEVATION
<> <>
SCALE 1/8" = 1'-0'
DO
p
NORTH ELEVATION
<> <> <> <>
SCALE 1/8" = 1'-0'
<> <>
SOUTH ELEVATION
.
SCALE 1/8" = 1'-0'
exterior wood deck with
flowerbox railings
,. .,
Revisions Date By
.... ......
stucco trim
- fabric awnings
wootl trellis
o OOi"go
~,
/ ,
/ ,
/ ,
/ ,
, ,
/ ,
/ ~.
/
/
/
/
/
/
/
- exterior wootl deck with
flowerbox railings
JONNA TTI
ARCHITECTURE
INCORPORATED
21021 US Highway 19 N
Clearwater, Florida 33765
(727) 725-ARCH
(727) 725-2603 fx
o
o
o;";,,g
o
00
100
exterior wood deck with
flowerbox railings
00
Indoor Dining
www.jarch.com
info@jarch.com
DOO
@ lonnatti Architecture
tncorporatetl2005
00
IJ
Mark A. TonnaHi, AlA
FL AR 0010778
n AA 0003371
n ,+,
. I" ~.~~. I
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CRISTINO '5
RESTAURANT
1101 SOUTH
FORT
HARRISON
A VENUE
CLEARWATER
FLORIDA
FLOOR: PLAN
:c:
o
:>:l
~
SC.'.LE 1/8" = /'-0'
FLOOR PLAN &
ELEVATIONS
Wall Legend
Existing to be removed
Building Area Tabulation
r- ~
Drawn MAl
Check MAl
Date MAY 25,05
Sea Ie AS NOTED
uob No CRISTINO'S ..olll
Existing Building Area
New Building Area
Total Proposed Building Area
To la I Proposed Deck A rea
Number of. Indoor Seats
Number of Outdoor Seats
To ta I Proposed Sea ts
2,G00.24 sq f.t
833.86 sqft
2,834.20 sq ft
563.64 sq ft
69 Seats
40 Seats
109 Seats
Sheet:
ORIGINAL
Al