VAR0999-F1032VAR0999-F1032
1175 GOULD ST
RALPH MUNYON ADDITION
.~n:~
C IPTIO~ . LEGAL DES R B ~M®iW
OWNERS"
AL LOT 5 OF REVISDE MAP OF R, H, PADGETT'S LOT 19 & 20 OF ORIGIN ELE
SUBDIVISION `OF THE SE. 1 4;-0F THE NW, 1 4 OF SECTION 15, TOWNSHIP 29 " 1 ~e HI G 1 ~ ~ ~
SOUTH, RANGE 15 EAST, PINELLAS COUNTY,_FLORIDA ACCORDING TO THE MAP ; FLORIDA POWER CORPORATION R'`PLAT THERE OF RECORDED IN PLAT BOOK'4, Fr,GE.32, PUBLIC RECORDS OF
- CLEARWATER OPERATION-CENTER O - ouNTY: PINELLAS COUNTY, FLORIDA OF,SAID PINELLAS C ~Q~
908 CLEVELAND STREET ~ ~ ~ ~
CLEARWATER, FLORIDA 34615 (727)- .443- 2641 2a ~o o ~o zo ~ ~ a N ,
NGTS" PR4PQSED LAND USE DATA ~ ~ N
1 TH15 SURVEY MADE IN ACCORDANCE WITH'`EXISIING OCCUPATION AND E" _ -
' OLD REGORDES (iN FEET) BUILDING; EXISTING: 1;800 S,F. = 0.0413 AC = 13,85 U- ~ ~ NEW: 2,700 S,F 0;0620 AC = 20,77%
2 FIELD WORK COMPLETED 1-20-99 GTE FLORIDA, ING, ) - ' PAVEMENT: EXISTING: 2,070 S;F _ 0.0475 AC _ 15.92% ~ ~ ~ Q-~ ffJ`
. 1280 E. CLEVELAND STREET 3) ELEVATIONS ARE RAISED ON (N,G,V,D,)OF 1929 (MEAN SEA LEVEL - 0.00'FEET) 4 4 REFERENCED BENCHMARK IST'INELLAS COUNTY BENCHMARK."CD 7" CLEARWATER, .FLORIDA 3 615 ) , NEW: 2,557 S,F, 0,0587 AC 19.67 ~ l°~; u „
` -4 MAP 1243) HAVING'AN ELEVATION OF 35963 FEET.M,S;L, (800) 4$3 200 ( # GREEN SPACE Q X
25`~ REQUIRED) 3,250 S,F. 0,0746 AC ~ ~ 0 ~
S ' R FOUND NAIL'&-0ISK "PETERSON" (PROVIDED) 3,873 S;F, = 0,0889 AC 29,79% ~ -1
RENTENTION POND 1,152 S, F. 0.0264 AC '
CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT /UTILITY TOTAL SITE 13,000 S; F, = 0,2984 AC = 100,00
OUTH MYRTLE AVE, 30' R~W 100 S
4 0 CLEARWATER, FL 33756 ' o ~ INTERIOR GREEN
(727)..562-4600 ASPHALT -<PAVEMENT ~ >x _ . - ~ - - - - - - (10~ OF PAVED. AREA) ,
" (REQUIREQ) 449 S:F.
a WA o - FL 47.56 (PROVIDED) 485 S.F.
BC 4J,69 FL 47.81 SET NAII'dt DISK
CITY 0 CLEARWATER BC 47.84 FL 47,75 ~ 2 coNC, cues ~ Bc 47.Be 102:41 MEAS;
PUBCIC WORKS DEPARTMENT /UTILITY 100.0 REC, PRGP®SED PARKING INF4RMATI®N~
100 SOUTH MYRTLE AVE. 7 x_ ~ o CLEARWATER, FL 33 56 ~ ( ° BUILDING, ` EXISTING: 1,800 SF,
(727) 562-.4600 a~• GTE Pote I I 90°28' 2" ° NEW: 2,700 S:F.
FOUND i/2" IRON ROD 89'17'43" ° J ° WATER METER _ _ ; ~ o
cu 5.00' EXIST 4 CONC:® Kw , ii ~ ~ . ~ PARKING REQUIREMENT (1.5 SPACES / 1000 sq,ft,) .
CA 25,00 2 roP wau ~ 4es2 ' p FL. POWER I WEAT EDGE OF WA1l ~iS0.02' E, SI Z E f1 t , r, II F, ' ' REQUIRED) 7 REG SIDE ,~t~~. ~i. r rII 7
TIME: WARNER CABLE..... - 102:33' I PROPOSED) 7 REG + 1 HC
2530 DREW STREET r,.. , NEW HANDICAP "`~~i ~ I I
GLEARWATER,.FLORIDA 34625 ~ Q q 1 ' 1 _ . I. _ _ I ' _ ~ - ~
727 797-9900 PARKING SPACE rr ~ I I II it Sm Il II I
- ~,a DUMPBTER LODATION Q'' o , ; ius.>, s REFERENCE ~ 1 ~ o iPC I I ~ " ( 5U : a _ ;r , ' k~ ~ GENERAL ' D ~ Z
" SEC, 3-201-D-4 ~ q1,~/ ~ I 11 I ~ c~~U = l~~ti ~ ~ I I ~ ~I ~L~ N TESL `~y I,,~I 4 ((rr[[ , ~-IIJ JJ 4H Irk A rlRl ~ I I I Q
( i/ 0~ b J I PEOPLES "GAS SYSTEM; INC, ~ NEED 9 SPACES ~ J ~ , ~ y ~ sr~ ~ I i rv? _ I ,~ne4 ~ ~ gpx~n ~A ~ I-'
1800 9th AVENUE NORTH ~ I a , M ~ o, x ~ ; ~ I ~~.~~s"as^°~ ~u,l ~ •.EXISTING'USE: RETAILSTORAGE
ST:'PETERSBURG FLORIDA 33713 1 x ~ ~ ; EI . ,x±, o PRQPSED a1 ~ / ~ ~ ~ ~ ~r (727);'894-2560 ~ I n - ~ ~ Q z ; -~A, Bt! ~lE ~ B~~~x ~ ~ ur yell °MINIMUM ZONING-DISTRICT SETBACKS: FRONT: 20,0'
r~ I ; ~w ~ I~.~ SIDE: 15.0' ~ ~ I ~I
I KING L T } I~ a~ Lil ~,~u=-~~ ~ i~ REAR: 15,0' q
~ ~ ''j a C1. _ NNTAACTOR ~ ~ i r ~ ~,b~ ''1 • FLOOR AREA RATIO: 13;85 (EXISTING), - 34,62%~ (PROPOSED) ~ ~
„ EXISTING TREES ~ ' o. ,
J,W. DANIELS CONSTRUCTION, INC, - o C.~ 'TO BE REMOVED - ~ ATTN: J,W, DANIELS a P~' ~ r ~ I II ~ ~ ti~nls I ~ I~ ' ,f . 5 s ~ Tf~~~ ~ ' w ' • ALL PARKING SPACE- STRIPPING .WILL
I o x I I I,; ~s 7600 BRYAN DAIRY ROAD 45.00 a~' I I I ~.i I ~oaK[vl~w~ I ~ J • ~ ~~t.~I (~yy~;~N,G; T~ ~ ~ < BE WHITE. (NOT YELLOW) X Q
SUITE A o W!'FSQVJ 1~i S[~1 ~ F is If .M'AHh ff[[ ~ I fl V1 W r"J..I,I I J$~'~' ~P~'(.rl ~ G j 9 u~UJ~~E Y al ` 1~
, P~` p r 1. .a. i LARGO FLORIDA 34647 I ~~~~r ' Il ll A~`"a4~ $ a I • ALL HANDICAPPED PARKING SHALL BE ~jjU_, Q[ . t `
(727) 546-5632 ,~,L.~~,,, ® P~ I PAINTED BLUE
, o * 0 9,7 ~p ~x °h X11 °CONTRACTOR MUST OBTAIN A TREE REMOVAL
D B ; F- ~ I _ n I I P~' x 3 ' I PERMIT FROM CITY BEFORE COMMENCING WORK Z
.FRED S, CARDWELL, P.E., PLS ~ ~
1 0 OUTH BELCHER ROAD 00 S • ' ~ . I BLDG - A UNIT - 11 1- o ~ ° o i • ALL DISTURBED AREAS MUST BE SODDED OR 'SEEDED (INCLUDING RIGHT~OF-WAY}
' ~ o p PRQPSD o .EXISTING o I 'LARGO; 'FL, 33771 or P ° ~ (~yo
727 524-1905 ^ ° 2Q F1' HIGH 2® FT. HIG ( ) ~ I , I f • NO MECHANICAL EQUIPMENT MAY BE PLACED
s BUILDING UILDING I WITHIN'ANY SETBACK REQUIREMENT ~ .
I FINISH FLOOR FINISH FL®OR " I f • SITE ADDRESS: :1175 GOULD ST; -
LEV. = 48.fi0 ELEV. = .60 E ~ CLEARWATER,'FLORIDA ~ C~
SWALE (COLOR:. WHITE) I y'
15'- 0.0" I 10.0' • ELEVATIONS ARE, BASED UPON. NATIONAL GEODETIC t~1
~ 45.00 _ _29,9 _ _ _ ~I 90.41 OZ , VERTICAL DATUM OF 1929, MEAN SEA LEVEL _ 0.00', U w CONTROL BENCHMARK USED WAS A PINELLAS COUNTY ~ y-
- G-- _ s _ _ _ _ e -1'1 I ENGINEERING DEPARTMENT BENCHMARK, "CD 7" MAP NUMBER ~
IIII XISTLNG POND NEW POND I ,o E 1243 HAVING AN ELEVATION OF 35.963 FEET M.S.L. N
~
I---- - FDUND TwD 1/2" IRON - - _ ~ _ _ _ _ - - WEAT EDGEAF waLL 150,02' E. - TOP WA1l =..48.91 q c9
PIPSE (SIDE 8Y SIDE) B '7~® S •0 101;79 `MEAS, .QS .o. ~ AyU. • SUBJECT PROPERTY LIES WITHIN FEMA FLOOD ZONE "X", ~ ~ Q ~ ..COMMUNITY PANEL NUMBER 125096 0015 D, MAP REVISED ® Q
100,0 REG, A k~ by ' FDUND 3"%3" AUG. 19, 1991. ~ V Q O ~
x S1 x conc. MONUMENT
p ~I!~~~ ~a~~
r
M ~ .l.ir~~
mq
a
SCALE. ` 1 - 20 2 PC 3 ASPHALT L ~Q
COMPACTED LIMEROCK
~ 1
o
D.H.W. D.H.W.
`ELEV, = 44 `ELEV, = 44,50 TOP OF POND I ELEV. = 45,00 f ;
.:'III-Iii°I I I-I1 ~-I! 4-1I I-1 11-111-
LEGEND
5 - 10 COMPACTED SUB-BASE 5 r f REV, 6Y gATi= ~ .
6 6 ( EXISTING SPOT ELEVATiON~ 1 JPL 5-20-99 I
goTTOM of POND ...FINISHED ASPHALT ELEVATION 2 DT 6-d7-99
ELEV. ~ 42.50
`DRAINAGE ARROW I
N,T:S, ,
PIG TYPICAL PONDSECICN~ ~ A
SCALE: 1/ SCALE: 1/4"=1'-0" (50 YEAR'STORM DESIGN) s~
i~
.D I pATf~ 4-26-99
5 1 2.,
/ GROUT::HOLE W CLEAR`EPOXY JUiv I U ~9~ DRN 8Y. Rp
3" 2 -.~4 CONT: 2 1 /2 GK BYI ESG
PLANNING ~ C ` ~.OPMENT SGALf1 = QQ` `
M SERVICcS
N a' , CITY OF CLEARWA ~ t,~ I' I W,d, N01248-028.
3000-PSI CONCRETE WHEELSTOP `UNPAINTED NOTE ( ) ARNIN"
SECURE WHEELSTOPS'WITH
_ ~ THE SITE PLAN.. SHOWN QN THIS DRAWING ABaVE GROUND CSR UNDRGRCUNI 4 RODS-9 LONG , I=11 E=1 I I=1 I RGR~UND UTILITIES ; SAY R IN Is NoT vAL : Nl~ss 31f~1E®
2 PER WHEEL ..STOP) WAS MADE BY CAMPBELL _CONSULTANT :ING TH AREA OF, THIS PROJECT.. PRO GT. PR4CEE~ 1NITH CAUTION. . y~.,,~r.. ~ , ~ ~
- f . _ ~ ,n
NO. 313 573.4536 AND IS NOT CERTIFIED BY GALL SUNSHINE: STATON :,CALL ! CALL° ~AT 1-80®-432-4770 ~ ~ ~ ' ~ c
- THE ENGINEER WH PR PA D RE TH SITE PLAN. AND TH .UTILITY C?WNRS BEFOR , BEFORE ~INNlN WORK.
,T S, . ~ 'v F~4,1 ~ 1 0~ 2`
{ ~ . 1'. r
efn • , ,
i
/ •
r n e '
. .1 ~2 T H ~ 15 . G ~ m ~
PINELLA~ CDUf~TY, FLORIDA N®T~I ~ u ~ ~
20 10 0 90 20 ~~Q~~
~ - PROPOSED LAND USE DATA ~ ~ 0 ~ ry
~~~m~
BUILDING: EXISTING, 1,800 S.F. 0,0413 AG 13.85% (IN FEET) ~ ®Q lL ~ .NEW: 2,700 S F. = 0,0620 AC _ .20,77% ~ ~ ~ O ~ ~
PAVEMENT, EXISTING: 2,070 S F, _ 0.0475 AC 15.92%
`a NEW: 2,557 S.F. = 0,0587 AG 19.67% ~ ~ ~ u „
o GREEN SPACE ~ ~ Q UC --`X
00 a~ v o (>,25%` REQUIRED) 3,250 S,F; 0,0746 AG ~ ~ ~ ~ ' (PROVIDED) 3;873 S.F. .0:0889 AC =:.29,79%
4
0 0~ 0 0Q \ o ~ 0 RENTENTION POND 1,152. S.F. 0,0264 AC 1K-
~ ~ Op TOTAL SITE 13,000 S.F. = 0.2984 AC 100.00%
6" WATER BASIN
Q ' AROUND SHRUB .ASPHALT PAVEMENT. ~ 0 p
p _ - - - - _ _ - p „ - - „ I 4 MAX, MULCH 2 M N. .
- ~ 0 ( Gj! G O WITHIN'SHRUB RING , ®Q o
OQ
100.0' REC. 102.41' MEAS, - GRADE
r - _ - - - -1- - - j~-:.- - - - W n/
- T ( PLANTING. PI TO BE 6 - - - _ _ r m ~ i WIDEER THAN SHRUB BALL ' I ~~ILFIY~/-• 1
' I LLi--...
4' `C N WA K O C. L
UNDISTURBED EARTH _ _ - _ 1' - - - - - - I I
( - 102:33' j ,o . -
NOT TO SCALE l
DUMP$TER LOCATION
FENCED ENCLOSURE
- f-.
1 ® O
c~
f ~z a_ , . =x 7~:.. Q Q
0 w r,N y` to Q p ~W
/ ap Q I1/
® X STING TREES ~ Q0 o E I ¢ ' ~'.IJo4.
~ O o TO BE REMOVED w , ~ 0;00 o P~' g ,
Q ~ 0 ~ A~
I o 1 {v~X~
0 Py I o 0 ~ ~
/ Q p ,,,e~ 3-NYLON CORDS WITH ~ NA - bF- IJL
o ® 6 GASKET MATERIAL 0 ~ 9,7 a - I ®o R.
~ ~ F- ~ I 6 WATER BASIN AROUND ~ A
, _ I ...TREE. 3 DIAMETER ~ P I ~ ~ a TREE LEGEND REQUIRED PROVIDES Q~ •
. 0 °
MULCH (2 MIN: 4 MAX; o o - o l ~ PROPSD ~ o EXISTING o l WITHIN TREE RING ®p P o I ~o- OAK TREES 10% OF 6 = 1 2
~o 2a` FT HIGH 20 Fi'. HIG „ „ ~ I (SHADE- TREES)` (1 lL
3- 2x4 x18 STAKES ( I BUILDING BUILDING TREES 8' HEIGHT MIN. 25% OF 6 = 2 3 ~ t
_ _ - ~ , ~ '2" DIA: MIN. ~ _ ,
- GRADE... FINISH FLO®R FINISH FL00R i _ ~ - - , ELEV. =48.60 ELEV. =...48.60...,1 (ACCENT TREES)
- ~ _ PLANTING PIT TO BE 6~, _ SWALE - I - - - WAX MYRTLE ~ n
i i WIDEER: THAN TREE BALL I
, I 45.00 - - -_-:29.9 _ _ ~ ~ o~ r~~ Q ZU e S$ ...EXISTING 3 V
UNDISTURBED EARTH
fr_____ ~~..__~__~~-LI I~ I ~ l~ ~ h
NEW POND il_1 EXISTING POND ILII U~ I , ~ N
_ - - - _ - v ~ - - WEAT EDGE OF WALL 15DA2' . ~ _ .TOP WALL = 48.91 ALL 15QA2' 24" HT; MIN SHRUBS ~ p ,4. ~
101.79 MEAS, NOT TO SCALE.. ~ (SPACED 36' O.C.) Q ~ lg PITTOSPORUM SHRUB ~ ~ Q ~
1oo,a' REC.- 0 .:.TOTALS; 8 U ~
0
-.1Qo~
1_t_l ~ Q
p ,
sca~E: ~ = 20 REQUIRED LANDSCAPING BUFFERING ~ o
SITE HAS 100'-0" L.F. 'OF, FRONTAGE 0
(PER CITY OF CLEARWATER CODE) ~ ~ '
1 (TREE) / 35 LF. OF FRONTAGE
REQUIRED: 3 PROVIDED: 1 (SHADE) & 2 (ACCENT) ~
. . SITE NAS 108'-0" LF, OF SIDE PROPERTY LINES ' (PER`,CITY OF GLEARWATER CODE)
- 1`. (TREE) / 35 L,F, OF FRONTAGE
REQUIRED: " 3 REV. BY DATE
C EN PROVIDED: 1 (SHADE) & 1 (ACCENT) & 1 (EXISTING) •
1, ALL ,REQUIRED LANDSCAPE PLANT MATERIALS SHALL BE FLORIDA 1 JPL 5-20-99
GRADE N0, 1 OR BETTER. -ALL DISTURBED AREAS TO BE` SODDED OR SEEDED • 2 QT ' 6-07-99
2, RELOCATED TREE STOCK `.SHALL BE A MINIMUM OF:2 INCHES I
IN DIAMETER, MEASURED ONE FOOT ABOVE GRADE, AND A MINIMUM OF 8 FEET OVERALL IN HEIGHT, ' ALL POND SLOPS T~ BE SODDED ~ ~ j
3: CONTAINER OR BAG GROWN STOCK SHALL' BE A MINIMUM OF 2
INCH CALIPER, MEASURED 6 INCHES' ABOVE GRADE, AND A MINIMUM REMOVE
OF B FEET' OVERALL HEIGHT;. \ ..TREE
_ 4: SHADE TREES, WHERE REQUIRED, SHALL BE'LIVE OAK. (QUERCUS . . i
VIRGINIANA), y 5, ACCENT TREES, WHERE'REQUIRED, SHALL BE"DAHOON HOLLY DATES 4-26-9q
(ILEX CASSINE), EAST PALATKA HOLLY (ILEX'; OPACA "PALATKA"), ` DRN BYE RD
OR RED MAPLE (ACER RUBRUM),
6. UNDERSTORY TREES, WHERE REQUIRED, SHALL BE CNICKSAW PLUM C~ BYE FSG
PRUNUS AUGUSTIFOLIA - MYRTLE`DAHOON` HOLLY ILEX:CASSINE- ( . ( . ' SGACE~ 1" = 20'
MYRTIFOLIA), WAX MYRTLE MYRICA CERIFERA) OR YAUPON . ( HOLLY (ILEX VOMITORIA), '
7, pTHER TREES FROM THE APPROVED SPECIES LIST MAY BE W:O. NQ~ 248-028 '
SUBSTITUTED IF RECOMMENDED BY LANDSCAP AR HIT CT, ~ E~ VVA NIN E c E N T G
8. AN AUTOMATIC IRRIGATION .SYSTEM-:WITH ON> SITE WELL, PUMP AND
THE SITE PLAN SHOWN ON THIS DRAWING ABOVE GROUND OR UNDERGR®UND l TIMER SHALL: BE PROVIDED FOR ALL LANDSCAPING. iR®UN® UTILITIES MAY ®E IN is NaT vALla u~u~~~s' ~~a ~ ~ T t
SPRINKLER'SHALL HAVE A RAIN'SENSOR 5HUTOFF, WAS MADE BY CAMPBELL CONSULTANTS INC. THE AREA OF THIS PROJECT. PR®CE . PR®~E~D WITH CAUTION. . • v
9, ALL'. BRAZILIAN PEPPER, AUSTRALIAN PINE, PUNK, AND CHINESE TALLOW SHALL BE REMOVED. ~ n ~ NO. 13.573.4586. AND IS NOT CERTIFIED BY CALL .SUNSHINE STATEONE CALL A CALL AT 1-800-432-4774 a
~ 10. REPLANT `TREES. SHALL BE OF AT LEAST ONE DIFFERENT SPECIES;
-THE ENGINEER WHO PREPARED THIS SITE 'PLAN AND: THE UTILITY QWNERS 6EEC~RE BI 11:.TREE. REMOVAL PERMIT TO BE APPLIED FOR BY OWNER. . _ ; ®FORE BEGINNING WORK. ~ ~~~--g9k;1; f.~
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I ~ I ~ --1 /2" CONTROL JOINT I I
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I
I ~'4" 3000 .S.I, READY-MIX I I CUT 8 -0 X 8 0 OPEN I CONCRET SLAB W/G"xG" I EXISTING EXISTING WALL AND PR 'X 8'-0" OPENING THROUGH ~ f ~ .
10/10 W. .M, AND 6 MIL. BATHROOM- SEE B FP1 WALL AND PROVIDE HEADER. ,1 Q r
~ ~,,,r I / I VI~OUEEN VAPOR BARRIER I
I
I I I
FZ I I I o
i I ~ EXISTING I _ _ i ~ ~
BUILDING I I ~
I -PAD FOR FUTURE I EXISTING WALL -
MEZZANINE I I I
I I I
I GROUND TO BE I
I TERMITE TREATEG I
I I I I
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_ 9 1, 45 ®a _ p' 4,_ 4„ 5, 4„
2 0 , _ 4 5 45.0
~
A ~
SCALE: 1 1. a.. I - 1'- f ~p SCALE: 1/8 - 0
INSTALL 9'-0" !J BLOCK LINTEL ~ ~
2A,10B,C -DRY CHEMICAL W/ 1 ~5 REBAR FILLED WITH CONCRETE:. ~ ~ ~
FIRE EkTINGUSHER ~
~
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O~Q
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REV. BY DATE
1. CUSTOMER ASSUMES ALL RESPONSIBILITY FOR GRIN '~ITY FOR DRINKING WATER INSTALL 1 ~5 REBAR INTO EXISTING
FACILITIES, WHEN NOT SHOWN ON FLOOR PLAN, 2. HANDICAP ACCESS TO BUILDING IS FIELD INSTALLS( )OR PLAN, WALL AND FINISH OFF WITH CONCRETE. LLD INSTALLED AND SUBJECT DATEa 4-26-q9
TO LOCAL JURISIDICTION,
3. ALL WINDOWS WITHIN 12" OF DOORS, AND ALL GLA'. AND ALL GLASS IN DOORS DRN BYa JPL/Rq
BE SAFETY, TEMPERED, OR ACRYLIC PLASTIC SHEE' 'LASTIC SHEET. C
4. OCCUPANT LOAD IS .BASED ON 1 PERSON PER 100 SON PER 100 SQUARE GK BY' F5G
FEET OF FLOOR AREA. S. THE USE OF THIS BUILDING WITHOUT ADEQUATE PL ScA~~: ~ = ~ -o FP1 SGALEa A5 NOTED ADEQUATE PLUMBING FACILITIES
(ALL OR PARTIAL)IS SUBJECT TO THE APPROVAL E APPROVAL OF THE LOCAL W.O, NOa 248-027
NUM SIZE FIRE MATERIAL FRAME HARDWARE REMARKS QTY JURISDICTION,
A 3'-0'" x 7' Q" N.A. METAL STEEL LOCKSET KEYED 2
B 12'-0" x 10'-0" N.A. METAL STEEL SLIDE LOCK OVERHEAD DOOR 2 GIN D LD W EN TH PRE N SERE BUI ING AS IG WAS ENGINEERED Is NOT v~Ir~uN,~~s ~ Q j ~ E ~ T
BY L BUILDING FABRICATOR. I f A ICATOR. I FRED S. CARDLL , ~ ~
O NOT CERTIFY AS TO THE STEEL BOIL TEEL BUILDING. I ONLY ~
CERTIFY AS TO THE PARTITIONS, ELCTA S, ELECTRICAL LAYOUTS, ~ ~ ~ , g y~;~,~
1. ALUM HANDICAP THRESHOLDS AT EACH EXTERIOR DOOR . GHANICAL (H.V.A.C.) LAYOUT, CONC. B'~~ CONC. BLOCK WALL,. ~
. AN U TIO SI
, D DA N D GN
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. ROOF SLQPE 9
EXISTING BUILpING JILDING -ui Q mN
- PAR P T A 12 AE WLL ~ 20 - a u~~._Q~~ -PARAPET WALL PARAPET WALL ~ ~
~ ~ „ AFF METAL ROOF ~ ~
1 2 tao ~ ~ ~ ~ u- r r-
,
~ , r na ~ ~ 0 W
13 - 0 A.F.F. ~ : I , ~ rc ~ ~~U~X
c.,.I , ~ ` c~ ~mJ}~
v~~,n, L . ~ , I NEW METER LOCATION~~^ ~iu~+»a~?~c~
C,~cc,~. , , 'e , .
. . , . . ~ ~ ~_a, wr~~;-~
~ ' ~ 1 I r w o _ a
~ r _ _ _ o ~ '
r ~ , ~ r ` ~ i i _ ~
i, A ~ ~ a -0 F.F. - 0'- 0" F.F.
FILL-IN EXISTING GARAGE DOOR WITH
NEW STORE FRONT DOOR .AND GLASS BLOCK
, SCALE: 1 8 = 1 -0 „ 0„
SCALE: 1 8 = 1 -0
EXISTING BUILDING
S SKY LIGHTS
20 -0 A.F.F.
®Z
~a
,
__._l ~
8'-o"X 8'-a"
o OPENING
a-o F.F.
® ~
® ~ ~ I-'a'
w. is » f rr r r I r~n
SCALE: 1 8 = 1 -Q
Vf
1 \ ~L-.
Q o \f
1 1 L
I Q
EXISTLNG
WALL - - ~
I
cl)p~~'
1 o`~~ Q~p~
~r
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c.~°~~
-~~or
EXISTING 150 AMP i.h1 ~ ~
PANEL and
/ ~
-NEw 5a ~
AMP SUB , r --~a
PANEL
~,----.RELOCATE
METER TO REV. BY DATE
FRONT OF .BUILDING
LIGHTING
OFFICE 0 SQ. FT, @ 3 1 2 W = 0W
2' X 4' F R d T T / 0 W LUO ESCEP LIGH WITH 4-40W COAL WHITE {ENERGY SAVER) TUBES. coLOR WHITE. WAREHOUSE 2700 SQ. FT. C~ 2 W = 5400 W 540a W
SCALE; 1/8" 1'-O" PLUS 25~ - 1350 W 135a W
t' X 8' FLUORESCENT LIGHT WITH 2-40W COOL WHITE (ENERGY SAVER) TUBE5. COLOR WHITE. RECEPTACLES f 180 VA - 1080 W laao W
EXTERIOR ENTRANCE LIGHT RECEPTACLES O @ 4500 W = 0 W aw
MERCURY vAPOft NIGHT wAT H wlr H r 3/PHASE EQUIPMENT C HP OOCELL
q r 1 ~ ~ OW 1. ALL WIRING TO BE #12 WITH GROUND AWh OR LARGER SOLID XIT EXI SIGN cEluNC MauNrEn, BATTERY BACK-uP a W DATEe 4-26-99
ON AN UNSWI7CHEp POWER LEG 2 (c~ 0 W COPPER TYPE TNHN/THWN. aW DRN 8Ye ,JPL/RD
2 FLEXIBLE CONDUIT FOR .LIGHT FIXTURES. ( } ® EXHAUST FAN FOR SIZES SEE HVAC PLAN 1 - 0 W aW
3, EACH CIRCUIT IS TO HAVE CONTINUOUS SOLID COPPER INSULATED $ SWITCH (2o AMP RATED} AT 48" A.F.F. WALL EXHAUST FANS 2 C~ 1800 W - 3600 W Git BYE F5G 36Q0 W
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR fN THE WATER HEATER 0 C~ 4500 W = 0 W MAIN DISTRIBUTION PANEL. 0 W SGALE~ A5 NOTED
OISCONNEGT SWITCH FOR ELECTRICAL CONNECTION 4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANE I T AFIU W/HEAT 0 @ 12500 W = 0 W L S 0 BE p THERMGSrAr OW
GROUNDED TO MINMUM 1Q'-0" COPPER CLAD EARTH DRIVEN ROD PLUS "25~ OF LARD T T ES MO OR O W W.O. NOs 248-027
WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL.. ~ ouPLEx RECEPTACLE ~ is" A.F.F, uNLess No7EB OTHERWISE {20 AMP RATEQ) 11430 W a W THE PRE-ENGINEERED BUILDING WAS ENGINEERED ~ 1430 w BY THE METAL BUILDING FABRICATQR. I FRED S, CARDWELL 1s rvoT vAL1u uN~~~ ~ac~
5. ALL CONDUIT TERMINATIONS OF 1° OR LARGER ARE TO HAVE PLASTIC. ' INSULATED BUSHINGS. MAIN ELECTRICAL PANEL, SEE ELECTRICAL FOR $IZE5
PANELS TO BE FED FROM OVERHEAD 6, ELECTRICAL CONTRACTOR TO VERIFY WIRE AN R _ D B EAKER SIZE FQR HVAC p~ oouBLE HEAD EMEReENGY uGHT 11430 WATTS ~ 240V (1,73) - 31.8 AMP S TOTAL LOAD D0 N®T CERTIFY AS T4 THE STEEL BUILDING. I QLY f~, ` ~ v;j ~ ~ ~ ~ ~ T
UNITS WITH HVAC CONTRACTOR AND ACTUAL UNITS INSTALLED. U T BA TERM BACK-UP CERTIFY AS Td THE PARTITIONS, ELECTRICAL LAYOUTS, ~ ° ~
7, ALL ELECTRICAL WORK IS TO BE IN ACCORDANCE WITH TH A E N T1ONAl_ ~ PHONE JACK SERVI E TO 50 AMP 3 PH 4W 1 0 244V B P N . MECHANICAL (H.V.A.C.} LAYOUT, CONC. BLOCK WALL, ~
ELECTRICAL CODE (NEC), LIFE SAFETY. CODE (NFPA 101), STANDARD. U A EL ` BUILDING CODE (SBCCI)
r 8: ALL PANELS TO BE RATED AT 10 000 AIC. ,+T~+ ~ ,a,~ __,~r AND FOUNDATION DESIGN.
~N. Il~~t b~ ~ , 2 QF 3
~~4~,,,,,~,.,
e
26 GA. GALVALUME ~ p
ROOF PANELS QC r
u~ m ~ ~
6~N
EXISTING BEAM ` ~ i i
PARAPET WALL , ~ I'- Q ~ ~ `
" PARAPET WALL ~ z~/ cv cv 8" CONC. BEAM WITH {2) ~5 BARS 1~ j~} ~f}
ROOF PANELS TOP, MID, AND 80TTOM WITH ~ ~ ~ ~ 1 (2) y3 STIRRUPS 24" O.C. ~ ~ \ ~ N ~
8" PURLIN
~ r r ~ „
w
~a~ uX
o~
EAVE STRUT/BLOCK ANGLE AND EXPANSION 80LTS BY ANGLE AND EXPANSION BOLTS BY~
METAL BUILDING MANUFACTURER METAL BUILDING MANUFACTURER
BLOCKING TO ALLOW VENTILATION AS REQUIRED PURIIN BY METAL BUILDING MANUFACTURER t
8"xi6" CQNC, BEAM POURED IN PLACE
W/ 2 p5 CONT, ( 26 GA. GALVALUME TOP AND BOT FRAME BY METAL BUILDING MANUFACTURER V /
ROOF PANELS
8" Pl1RLIN
PARAPET WALL EXISTING WALL
EAVE STRUT/BLOCK
BLOCKING TO ALLOW
VENTIlAT10N AS REQUIRED
3
U1
W
8"x16° CONC. BEAM ! • Q Q_ POURED IN PLACE I Q
W/ {3j ~5 BARS BOTTOM 'j AND (2} k 5 BARS TOP • ~ ~z .e ~ ~
W/,y3 STIRRUPS (~8"0.C. ~ ~ a
' 2 U-BLOCIt W/
1 p'5 EA. CONT. ~Q Q 2 U-BLOCK W/ ~ Q
1 ~5 EA. CONT,
i
O I
`l
a ~ ~
I Q O I Cl Q ~ Z
o r, U o Q 0
I r- STANDARD C.M.U. CONCR. r-
BLOCK WALL W/ 2-~5 . EXISTING WALL I
REBAR AND 3000 P.S.L FILLED CELL W/ CONCR. I ~
(SEE FOUNDATION PLAN)
- ~ ~
P1.-1 ~
U ~ ~
' ~ ~W ~
. FINISHED GRADE ~ I~ ~ r Q
" FINISHED GRADE _ FINISHED GRADE ~r GRADE , ` ~ ~ _..o. ~ ~ ° ~ FINI-SHED GRADE ~
t~Q~~
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E
X1 NTS X1 ~~Q~^,
NTS X~ NTS --I~o~
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STANDARD C.M.U. CQNC.
BLOCK WALL W 5 REBAR Q tr9
AND 3000 P.S.I. FILLED , „
CELLS @ 6 -0 O,C.
STANDAR .M. D C U. CQNC, J, CONC. ~
BLOCK WALL W 5 REBAR '~5 REBAR
° AND 3000 P.S.I, FILLED 6 x 6 10/10 FILLEQ 1, FOUNDATION IS DESIGNED FORA SOIL BEARING CAPACITY
;~5 x 12 LONG „ ° 6 x 6 10 10 CELLS @ 6 -0 O.C. } C OF 2000 P,SF, SUB-SURFACE CONDITIONS SUCH AS MUCK,
° HAIRPIN W.W.M. WATER, DEBRIS; ORGANIC MATERIAL OR POOR SOIL CONDITIONS REV, BY DATE HAVE NOT: BEEN TAKEN INTO ACCOUNT,
° . „
4 CONC. SLAB 2. EXCAVATION TO BE FILLED IN LAYERS AND COMPACTED TO A
- - - - - - - - W/6 MILo VISOUEEN ° ' 95~ MODIFIED PROCTOR DENSITY..
` - VAPOR BARRIER AND ° ° 1 1
6x6 0/ 0 W.W,M, 3. CONCRETE STRENGTH SHALL BE 3000 P.S.I.
4 CONC. SLAB X x ° ~ ° 4, FLOOR SLAB SHALL BE 4" THICK READY-MIX CONCRETE
' W/b MIL. VISOUEEN ~ I, I _ ~ . ~ , I~ ' °r _I I I r . REINFORCED WITH 6"x6" 10/10 WELDED .WIRE MESH OVER A
VAPOR BARRIER AND I_ 6 MIL.. VISOUEEN :VAPOR BARRIER. '
6"x6" 10 10 W~W.M. ' G~, » / ~ - I I
4'-a" x 4'-0" 6 5 BARS A. WAY i . , ~ ~ , 5. FINISHED FLOOR ELEVATION SHALL MATCH EXISTING FLOOR ELEVATION. pATG' 4-2~0-99
c~ E 3 4,,.x18" LONG F2 ORN SY• JPL/RD
/ - ANCHOR BOLT GK BYE F5G
W WASHER AN N T / D U . 2 5 BARS CONT; ~"-a" SGALE~ A5 NOTEq
W.O. NOS 248-027.
A B .THE PRE-ENGINEERED BUILDING WAS ENGINEERED Is Nar v,~ID uNt~ss ~avEO ~ ~ ~ ~ T
SCAL : N.T 1 E S. X BY THE METAL BUILDING FABRICATt~R, l FRED S. CARDWELL ~ ' ~ ``°~'ry ~
SCALE: N. T, S, X 1 DQ NOT CERTIFY AS T® THE STEEL BUILDING. I ONLY. ~ ~
CERTIFY AS TO THE PARTITIONS, ELECTRICAL LAYOUTS, ® ' '
_T MECHANICAL (H.V.A.C.) LAYOUT, CONC.. BL>aCK WALL, ~ ~ ,.~~r.~~ ~ # ~
AND FOUNDATION DESIGN.. } : , o a~ - 3 GF 3
a r, r#
; ,
_ _ i_
u !
Y
1
' , 4 a ° - ~ ~ e ~
SHiP 2 N 15 TOW CTIO S r. ~ m ~ . ;
PI~I~LLAS CG~,J~~T>', FI_JRIaA NORTH ~ ~ ~ ~
wa~Q~~ 2Q 10 Q 10 ~
PROP®SE~ LANC3 USE ®A'TA~
t ~ r~,~m~
(IN FEET) BUILDING: EXISTING: 1,800 S.F. 0.0413 AC = 13.85 NEW: 2,700 S,F. = 0.0620 AC = 20.77% ~ ~ ~ ~ ~ ~
PAVEMENT, EXISTING: 2,070 S.F. - .0:0475 AC = 15.92 ~ Q W ~
NEW: 2,557 S, F. ~ 0;0587 AC = 19.67 ! ~ U
GREEN SPACE ~ ~ ~ ~ 0 ~
o , 25% RECIUIRED) 3,250 5.F, 0,0746 AC ~ ~ ~
v (PROVIDED) 3,873 S.F. _ 0.0889 AC = 29.79%
d p pd ~i _ RENTENTIbN POND 1,152 S.F. ' :'0.0264 AC
®0 4 o e TOTAL. SIT{) 13,000 S.F. = 0.2384 AC = 100,00%
/
6" WATER BASIN ® AROUND SHRUB PAV M NT
~ ASPHALT E E 0 / „
MULCH'{2 MIN, 4 MAX, ~ / 0 " WITHIN SHRUB RING
100,0' R C. 102.41 MEAS at, ,
GRADE D
iu- u ,v.,-~ L ° ~ PLANTING PIT TO BE 6" r
1U I1~~Ei ! uA i r~ ~ ~ , WIDEER THAN SHRUB B LL ~ I ~u~~ I ~ 1999.....
CONC, WALK
TURBED ARTH ~ _ _ _ _ _ _ _ UND S E I
I PLANNING & DEVELOPMENT
102,33' I , I SERVICES CITYAF CLEARWATER
n
`NOT TO SCALE `DUMPSTER LOCATION j
(FENCED ENCLOSURE)
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I} ~ , ~ ; 1 ' F..
z - ~ P~, . Q _ ~a
o Z ~ ~ a n. ~
w _4 u~ Q a ~ i 4 CL ...I
/ _ ~ _ ~
T ~ , / ® ~ < , EXIS ING TREES ®Q' 0 70 BE REMOVED ; F , ' z
P P ~ ~ ~ ~ / r~ ,
0 ~0 ,e , ~ I
. o ' 0 ~ I p
' P 1-.----.. ~ 4 ~s I m ~ ~
® 3-NYLc7N CORDS WITH ~1 ® ~ ® 6 GASKET MATERIAL ~ 0 I ~a
I ~ o
" IN AR UND I I 6 WATER: BAS 0 Z `I ~ EE LEGEND ' ` REt~UIRE~ PRC~VIDE~ ~
TREE, 3 DIAMETER II'''' ~ I I d W m q
a ~ I MULCH. 2; MIN: 4 MAX;.... c ~ - r o ~ p PROPSED a EXISTING o f , QAK TREES 10~', OF 6 1 2
WITHIN TREE RING ® P ~ w~ I ~ 0 2® FT: HIGH 12o FT. HIG " (SHADE TREES) ~ x
L I I. I I 3 2"x4"x1$" STAKES TREES 8' HEIGHT MIN, 25%,OF 6 = 2 3
I ,BUILDING ,BUILDING - I GRADE FINISH FLOOR ,FINISH FL I 2„ DIA, 'MIN.
I ~ ~ OfJR I .(ACCENT TREES)
60 'ELEV..=46.80' ELEV. 48. I WAX MYRTLE
,r~,r PLANTING PIT TQ BE 6" ~ SWALE I WIDEER THAN TREE BALL I
1 o"~' ~ ~ je EXISTING 3
I a5.oa 29,5 _ 4__ _ _ . _UNDISTURBED EARTH Z ~ ~ _1
~ [~___-.r..__._- ~~r
i NEW POhD III 'EXISTING POND IllL I- ~
_ a.: _ _ w., WEAi EDGE OP wAlt 150.02' E. ` 24" HT. MIN. SHRUBS c rats tao.o2' d c0
(SPACED 36 O: C.} ~ 4 ~ ~
101:;79 MEAS; NOT TO SCALE 100.0" REC. PITTOSPORUM SHRUB ~ ~ p ~
TOTALS; 'g ~ ~ d
~Q~n
._-1 ~ o r
~u
~ma
.GALE. 1 = 20 .REaUIRED LANDSCAPING B.UFFERING~ Q
SITE HAS 100'-0" L.F. OF FRONTAGE ~ ~
(PER CITY OF CLEARWATER CODE] ~
1 (TREE) / 35 LF. 'OF FRONTAGE'
REQUIRED: 3
PROVIDED: 1 (SHADE} &c 2 (ACCENT)
SITE HAS 108'-0" L.F. OF SIDE.PROPERTY LINES (PER CITY OF GLEARWATER CODE} .
1 (TREE) / 35 L.F, OF FRONTAGE
RE~?UIRED: 3 REV. BY DATE
4.,~ o APE. NO PROVIDED ~1 (sHApE) ~ ~ ~(accENT) & 1 (EXISTING) .
, 1 JPL 5-20-99
1. ALL REQUIRED LANDSCAPE PLANT MATERIALS SHALL BE FLORIDA ALL DISTURBED AF'EAS TO BE SODDED OR SEEDECJ
GRADE N0; 1' OR BETTER, .:INCHES 2. RELOCATED TREE STACK SHALL.BE A MINIMUM OF 2
IN DIAMETER MEASURED ONE FOOT'ABQVE GRADE, AND A MINIMUM ALL POND SLOPS TO RE SODDED
OF-8 FEE OVERALL IN HEIGHT,
3. CONTAINER OR BAG GROWN 5TOCK SHALL BE A MINIMUM OF 2 REMOVE
FINCH.'"CALIPER, MEASURED 6 INCHES ABOVE GRADE, AND A MINIMUM ' TREE
` OF 8 FEET> OVERALL: HEIGHT, ' 4, SHADE `TREES WHERE REQUIRED; SHALL BE LIVE OAK (QUERCUS
VIRGINIANA . QATE~ 4-76-99
5, ACCENT `TREES, .WHERE REQUIRED, SHALL BE DAHOON HOLLY
ILEX CASSINE EAST PALATKA' HOLLY ILEX OPACA "PALATKA" , ( _ ( ) ' DRN BYE RD
OR: RED MAPLE ACER RUBRUM). (
6. UNDERSTpRY TREES, WHERE-:.REQUIRED, SHALL BE CHICKSAW PLUM PRUNUS AUGUSTIFOLIA ,MYRTLE DAHOON HOLLY (ILEX-CASSINE I GK BYE F5G SGALE~ 1• - 2Q'
( ) MYRTIFOLIA ;WAX MYRTLE MYRICA-CERIFERA) OR YAUPON ' ( ra ~ c :;i~
HOCLY'(ILEX" VOMITORIA), PLfaNNlivi~ ~a DEVCLOPMENT W.a. Nay zaa-o2a
7, OTHER TREES FROM THE APPROVED SPECIES`LIST MAY BE SEi`?VICES
WARNINO~ T T T F R 0 M N ED B LANDSCAPE ARCHITECL ~ NC)TE' SUBS I U ED I EC M E D Y -
8. AN AUTOMATIC IRRIGATION SYSTEM WITH -0N SITE WELL, PUMP ANd ABOVE GROUND ®R UNDERGROUND. THE SITE PLAN SHOWN ON THIS DRAWIN TIMER :SHALL BE PROVIDED FOR ALL LANDSCAPING. aRC~UND UTILITIES MA`s EE IN 4 I f ~~3~ slc~° ~~fi~~T
SPRINKLER'SHALL NAVE A RAIN: SENSOR SHUTOFF;.. ~ SUL ANTS INC. THE .AREA OF THIS PROJECT. PRO WAS MADE BY CAMPBELL C N T T. PROCEED WITH CAUTION. ~r=~ ~ , ~ ~,f ,
-`9. ALL; BRAZILIAN PEPPER AUSTRALIAN PINE, PUNK; AND-CHINESE ~ ~ n e
° RY CALL SUNSHINE STATEONE CALL A N®. 813 573 4586 AND IS NOT CERTIFIED TALLOW SHALL BE REMOVED. ..:CALL" AT 1-~Oa~4~2-477® a z~;. h
10, REPLANT'TREES SHALL BE OF AT LEAST ONE DIFFERENT SPECIES THIS SITE PLAN AND THE UTILITY OWNERS BEFORE 6. THE ENGINEER WHO PREPARED EFCRE BEGINNING WaRK. ~ ~ ~ ~",5r~~Xg~
~1. TREE REMOVAL PERMIT TO BE APPLIED FOR BY OWNER, z o~
~ ~ .
h P _
~P~9~99•~~+~~b_ 11 6ro~~ 5