FLS00-01-76
FLS 00-01-76
THE HOME DEPOT
2495 GULF TO BAY
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2495 GULF TIO BAY BLVD.
.
OF U.S.
19
S.R.
60, 0.25 MI.
CLEARW A TER,
FLORIDA
SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16
EAST
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AGENCY CONTACT LISTING
LOCA TION MAP
DRAWING INDEX
MARK PARRY
CITY OF CLEARWA TER
PLANNING 1.1 DEVELQPMENT SERVICES
100 SOUTH MYRTLE AVENUE, 33756
POST OFFICE BOX 4748
TAMPA, FLORIDA 33758-4748
(727) 562-4558
(721) 562-4516 (fox)
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19 (0 Cl Existing ,Conditions
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C2 General'" Notes
SlR[ET C3 Site Plan
C4 Misc. Details
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TO BAY BLVD. SR 60 L2 Landscape Plan
ROAD I
LISA FIERCE
CITY OF CLEARWA TER
PLANNING a DEVELOPMENT SERVICES
100 SOUTH MYRTLE AVENUE, SUITE 210, 33576
POST OFFICE BOX 4748
TAMPA, FLORIDA 33758-4748
(727) 562-4561
(727) 562-4576 (fax)
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LEGAL DESCRIPTION:
EXHIBIT "A"
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A tract uf lund ly;ngN,th,n Section 18, TONnship 29 South, Range 16 East, P;nellas County, Flor,da and be,n'J 'nore pofticul'Jrly d'JsJ,bed as folleNs
Co"",,y,ence 'J! tr,e N(,rthllest corner of tr,e Southeost 1/4 of said Section 18 for a Point of Reference, thence South 83'40'55" E6st 'Jlang the North I,ne ot sOld SOUitr,e'Jst 1/4 fe" 83435 feet,
thence lenv,ng sOld Itne South 01'00'52" west, for 50.00 feet to 0 point On lhe South right -oj - NOy line of GUlf To B')y Boulevard (0 100.00 foot "ght - of. NOY) ond the POIN' OF BEGINNING, (hence
along 5,)i,l right - of "'JY line South 8q'40'~5" Eost for 511.65 f"et, thence ieavin'J soid line '')outh 0 1.0 l' 28" West. for 277 00 fed. thence NOlth 89' 40'55" West. for 1 1 ;'0 teet. thence Sm,th
01.0,'28" <Nest. for '-j57.94 feet to 0 point on the North right-ot-NOY !;ne of Druid Rood (oJ 100.00 foot right-of-NOY). thence North 83'18'36" 'Nest olong soi,d right-of -NO, I,ne. tor SUO::'1 feet,
lhence iel}Vlng s,wj I,ne NOlth 01'00',)2" Eost. for 123169 f~et. to the POINT OF BEGINNING, less the South 10000 feet of the East 460.24 feet thereof
OLD
TAMPA
BA Y
fls 00., 01-1 &
LESS ond EXCEPT thot porcel of lond conveyed to St,)te of Florido Deportment of Tronsportat,on by W'Jrranly Deed recor,je,j Moy 17, 1996 ,n Otfic>]! RecordS Book 9346, page 140,3, public recolds of
F'inell(J5 C,'unty. Florido.
Cotnrrence ,)t Ihe center of Section 18. TCNnship 29 South. Range 16 Eost, thence SO'Jth 89'41'18" East along the No.th Iw,e uf lhe Southeost 1/4 ot sold sed,on nnd olon'J the centerl,re uf
Guif-to -B'lY f31vd 834.10. to 0 point. thence South 01'00'52" West 500' to the South right -Of-NOy line of Guif-to-Boy Blvd. thence South 89'41'18" E,)st along soid South I,ne 32746' to the
point ot r,e'J,nning, thence continue South 89'41'18" East 18420'. thence South 01.0,'28" Nest, 3088 along 0 line thot is 1120' Eost of and porallel Nith the Nest I,ne of the Northeast 1/4 of the
Southeost 1/4 of SOld Section 18. thence North 89'41"8" .vest 1267', thence North .38'40'12" \Vest 2525', tr,ence North 89'41'1/1" W"st 10898, thf'r,ce North 76'01'25'. ,Vest 476:3' to the POINT
OF BEGINNING
BELLE AIR
ROAD
OTHER<NISE DESCRIBED AS
Z~qS 6~
PROJECT OWNER AND CONS
L T ANTS
PARCEl 1
From the cente" of Sectiun 18, TONnship 29 SO'Jlh. R'Jnge 16 East. Pinellas County, Flor"ja. run South 8')'41'18" East olon'~ t Nurth line of lhe So'~lheasl Uuo"cer of said section ond along the
centerl,ne of CUlf to Boy Boulevard 8,341 feet to 0 point; thence South 01'00'52" <Nest 85000 feet to P',e poi"t of be~i"nin'J of the prcoperly here,n described thence cuntin~e South 01.CJ()'')2'' <Nesl
43243 feet tc; the North lir,e of Druid Road (lOO-foot right-of-Nay); thence South 83'14'05" Eost alc,ng the North line of Druid Roo,) 50021 'eel to 'J poin': thence Nodh 01.01'28" Eost 436.44
ftet to 0 point, thence North 83'41'18" West 50032 feet to the point of beg,nnlng. less the South 100.00 feet of the East 46024 feet thereof. and
I'
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I"ARCH _
Fr"m Ir,e center of Section 18. Township 29 South, Ronge 16 East. P,nellos County, Florido, run South 89'41 '18" Enst olong the N01'h IIf,e of the ':;o'Jlheost Quarter of so,d sf'cti,)n ')nd ,)lon'J the
renter'lire of CUlf To Boy Boulevard 834.1 feet to 0 paint; thence South 01'00'52" West 330.02 feet to the South line of the c,ty lim,ts of CleorNoter for the point ot beginning of the fJroperty r.erein
dascr,t.ed. thf'ncf' continue South 01'00'52" ,Vest 51998 feet 10 a point, thence South 83'41'18" E'Jst 50032 feet to a point: thence North 01'OJ'78'. E'ost 51998 feet to the South line of the c,ty
I"n,ts, Hence "Jorth 8').41' 18" West 500.41 feet ta the point of beginning. and
OWNER/ APPLICANT
THE HOME DEPOT
5463 WEST WA TERS AVENUE
T AMP A, FL 33634-1205
PHONE: (813) 243-2043
SURVEYOR
KING ENGINEERING ASSOCIA TES, INC.
4921 MEMORIAL HIGHW A Y
ONE MEMORIAL CEN fER, SUI TE 300
fAMPA, FLORIDA 33634
PHONE: (813) 880-8881
FAX: (813) 880-8882
FARCEl 3
'rom the center of Section 18. TONnshlp 29 South. Ran'~e 16 East, Pir,ellas County. Florido. run South 83'41'18" Eost ,)Iong tr.e North I,ne of lite Soulhe')st f)'JOIter of s,wj sect,on ond alo~.~ the
centerline of Guif to Boy Boulevard 8341 feet to 'J po,nt., thence South 01'00'52" West 500 feet to the South line of Guif to Boy Bouievard to the point of be,~innin'J of the property here,n
descr,bed, thence continue So'Jlh 01'00'52" West 280.02 feet to 0 point on the South line of the city limits of CleorN'Jter, thence South 83'41'18" East along SOld South I,ne 50041 feet tal point;
thenoe North 01'0"28" East 3.02 feet to 0 pQint: thence South 89'41.18" East 112 feet to 0 point, thence North 01'01'28" E'Jst 27700 feet to the South line of Gulf to Boy Bouievard. thence
NodI' 8')'41'18" West olong the South I,ne of GUlf to Boy Boulevord 51166 feet to lhe point of beginning
CIVIL ENGINEERING CONSULT AN f
KIMLEY-HORN AND ASSOCIA TES, INC.
1220 TECH BL VD.
TAMPA, FL 33619
PHONE: (813) 620-1460
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:J ~~ 2000 1: . ..
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ALSO i ESS that porcel of lond comi?yed to State of Florido Deportment of Tronsportatlon by Norronty D€,ed recorded Moy 17, 1996n Officiol Records Book ')346, po()e 1408. publ,c rec,xds;,f
Pi"elios County. Florldo.
Kimley-Horn
and Associates, Inc.
TOCE THER WITH an easement for ingress and e9ress over the follcNin9 property:
.. troct of lan,j lying Nlthin Section 18, Township 29, South, Ronge 16 East. P,nellas County, F'lor,do and be;ng more particularly descr,bed os folloNS
ARCHITECT
GREENBERG FARROW ARCHITEC fURE ENGINEERING
17'55 fHE EXCHANGE
A TLAN T A, GA 303:39
PHONE: ('1'10) 303-1033
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PLANNING 8. ~-'!
S Efi\'j
,'..'IENT
l~ulT1n"E'nce ot the Northwest Corr,er of the Southeast 1/4 of soid Sect,oni tr,ence S.83.41'18"E, ,)lon9 the North line of SOld Southeost 1/4 for 134577 feet; lhence leaving said Itr,e, S01.01'28"W.
far :,0 00 feet to 0 point on the South ri9ht - of- NOY line of Guif ~ To-B,)y Bouievord, soid point also being the POINT OF BEGiNNING. thence S83' 41 '81 "E , along aforesaid "9ht - of Nay line for 6000
feet. thence leov,nq Said line. S01'01'28""" , for 21808 feet. tr,ence S24'02'29"W. for 1:,652 feet; lhence S.01'01'00'.,.,. for 87486 'eet to a pOlnl on Uw North "':Jh! of NOY I,r,e of DrUid RO')d,
tr,ence 010n9 sa,d line N.89'14'05."Y, for 1000 feet to 0 pOint on the Nest line of 'J Flori,ja PO'Ner Corporot;on Rlght-of~Way OS recor,jed in Off,clol Records Book 1408. Page 735: thence ,)Iong so;d
lir,e the follnNin9 thr€e cour",es N.Ol'Ol'28"E, for 959.44 feet. thence S.89'41'18"[, for 1120 feeti thence N01.01'28T. for 27700 fef't to lhe POINT OF BEGiNNING
ALSO TOCETHER WITH 0 non-exclusi\e Droinoge Easement os created by ond set forth in instrument recorded in Official Records Book 8864. Pa':Je 1183, more pa,t,(LJlarly described os 'ollcNs
A Troct of land lyin'J Nithin Section 18. TONnship 29 South, Ronge 16 East, Pinellos County. Florida ond being more particularly descr,bed os folloNS
Cornrr,en(.e ut the NortrlNest corner of the Southe'Jst 1/4 of soi,j Section '8, thence S.139'41'18""(. olong the North line of the Soutr,east 1/4 of said Section 18. for 83410 feet. thence le(lving
said North line S.01'00'52'\..., for 1282.48 feet to a point of ,ntersect,on Nlth the North right-of-Noy line of Druid Rood ('J 100 foot "'Jht-of-NGj) thence S.8'3.14'D5" E, olon9 SOld North
ri9ht.of-Noy line for 49021 feet to the POINT OF BEGt~NING; thence leaving soid Nor'ch line, N.Ol'01'28"E, fe,r 10D.00 feet. thence S.83'14'05"E, for 10.00 feet, thence S 01'0"28""'. for 10000
f,'et tG thi' po,nt of ;nterseck,n N.th the Nal.th right-of NOY line of lhe aforesa,d D,uid Road, then(e N89.14.0S'\...., olon'J so,d North r"Jht -ot N,ey l,ne, for 100e fEet to tbe POINT OF BEGINNING
Net Acreoge Being 13.13 Acres More or Less.
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O. R. 1403, P'l
735
A tract of land lying WIthin Section 18, Ta'A'nship 29 South, Range 16 East, Pinellas County, Florida and being more particularly described as follo'ws:
Commence at the Northwest corner of the Southeast 1/4 of said Section 18 for a Point of Reference; thence South 89040'55" East along the North line of said Southeost 1/4 for 83435 feet; thence leaving said line South 01000'52" West,
for 50.00 feet to a pOInt on the South right-of-way line of Gulf To Bay Boulevard (a 100.00 foot right-of-way) and 1he POINT OF BEGINNING; thence along said right-of-'way lIne South 89040'55" East for 511,65 feet; thence leaving said line
South 01001'28" West, for 2' '.00 feet; thence North 89040'55" West, for 11.20 feet; thence South 0100\'28" Nest, for '35 ''34 feet to a pOInt on the North rigl1l-af-..oy line of Druid Road (a 100,00 foot right-Of-way); thence North
89018'36" Nest along said right-of-way line, for 500.21 feet; thence leaving said line Nor'h 01000'52" East, for 1231.69 feet; to the POINT OF BEGINNING; lesslhe South 100.00 feet of the East 46024 feet lhereof
LESS and EXCEPT that parcel of land conveyed to State of Florida Department of Transportation by Warranty Deed recorded May I', 1996 in Official Records Book 9346, page 1408, public records of Pinellas County, Florida,
Commence at the center of Section 18, Township 29 South, Range 16 East. thence South 89041'18" East along 1he North line of the Southeast 1/4 of said section and along the cenlerline of Gulf-to-Bay Blvd. 83410' to a point, thence South
01000'52" West 50,0' to the South right-of-way line of Gulf-to-Bay Blvd, t~,ence South 89041'18" East along said South line 32 ',46' fa the point of beginning, thence continue South 89041'18" East 18420', thence Soulh 01001'28" Nest. 30,88
along 0 line fhal is 11.20' East of and parallel wilh Ihe West line of the Norlheast 1/4 af the Southeast 1/4 of said Section 18. Ihence North 89"41'18" Nest /2.6". thence North 38040'12" West 2525', thence North 89041'18"\\'est 108.98,
thence North 76001'23" West 4 '.63' to the POINT OF BEGiNNING
OTHERWISE DESCRIBED AS:
PARCEL I:
From the center of Seclion 18, Township 29 South, Range 16 East, Pinellas Counly, Florido. run South 89041'18" East along the North line of the Southeast Quarter of said section and along the cenlerline of Gulf to Bay Bou!evard 8341 feet to
a point; thence South 01"00'52" West 850.00 feet to Ihe point of beginning of the property herein described; thence conlinue South 01000'52" Nest 432.48 feet to the North line of Druid Road (IOO-foot right-Of-way); thence South
89"14'05" Easl along the Norlh line of DpJid Road 500.21 feel to a point; thence North 01"01'28" East 436.44 feet to a poinl; thence North 89041'18" West 500.32 feet 10 the poinl of beginning, less the Soulh 100.00 feet of the East
460.24 feet thereof, and
PARCEL 2:
From the center of Section 18, Township 29 South, Ronge 16 East, Pinellas Counly, Florido, run Soulh 89041'18" East along the North line of the Soulheast Quarter af said section and along the centerline af Gulf To 8ay Boulevard 834.\ feet
to a poinl: thence Soulh 01000'52" West 330.02 feet to the South line of the city limits of Clearwater for the point of beginning of lhe property herein described; thence continu. South 01000'52" Nest 519.98 feet to a point; thence Soulh
89041'18" Easf 500.32 feet to 0 point; thence North 01001'28" East 519.98 feet to the South line of the city limits; thence North 89041'18" West 500.41 feet to, the point of beginning. and
PARCEL 3:
From the center of Section 18, Township 29 South, Rang. 16 East, Pinellas Counly, Florida, run South 89041'18" East along the North line of the Southeast Quarter of said section and along the centerline of Gulf to Bay Boulevard 834.1 feet
to 0 poinl; thence South 01000'52" Nest 50.0 feet to the South lin. of Gulf to Bay Boulevard to the point of beginning of the property herein described; thence continue Sou'h 01000'52" West 280,02 feet to a point on the South line of the
cily limits of Clearwater; thence South 89041':8" East along said Soulh line 500.41 feet to 0 point; thence North 01001'28" East ~.02 feet to a point; thence SOlUth 89041'18" East 112 feet to a point; thence North 01001'28" East 217.00 feet
to Ihe South line of Gulf to Bay Boulnard; thence North 89041'18" West olong the South lin. of Gulf to Bay Boulevard 511.66 feet 10 the point of beginning.
TOGETHER WITH: an easement for ingress and egreu over the folia wing property:
ALSO LESS that parcel of land conveyed to Sfate of Florido Department of Transportation by Warranty Deed recorded May 17, 1996 in Official Records Book 9346, page 1408, public records of Pinellas County, Florida.
A tract of land lying within Section 18, To,..nship 29, Soulh, Ronge 16 East, Pinellos County. Florida and being more particularly described as fallows:
Commence at the Northwest Corner of the Southeost 1/4 at said Section; thence 5.89041'18"E, along the North line of said Soulheast 1/4 for 1345'" feet: lhence leaving said line, S.01001'2S"N, for 50.00 feet to a point on Ihe South
right-of-..oy line of Gulf-To-Boy Baulevord, said point also being the POINT OF BEGINNING; thence S89041'81"E , along aforesaid right-af-way line for 60.00 fut; thence leaving said tine. 5.0'"0I'28"W , for 21808 feet; Ihence S24002'29"W ,
for 156.52 feet; thence S.OloOI'OO"W., for 874.86 feet to a point on the North right-of-way line af Druid Road; thence along said line N.890I4'OS/lW , for 10.00 feet to a point on the West line of 0 Florida PO'.wer Corporafion Right-of-Way os
recorded in Official Records Book 1408, Page 735; thence along said line the follo,..ingthree courses: N.01001'28"E, for 959.44 feel; Ihence S.S9041'18"E, for 11.20 feet; thence NOI001'28"E, for 2".00 feet to the POINT OF BEGINNING.
ALSO TOGETHER WITH a non-exclusive Drainage EQsement as created by and set forth in instrument recorded in Official Records Book 8864, Page 1183, more particularly described as follon:
A Tract of land Iying..ithin Section 18, TO'..nship 29 South, Range 16 East, Pinellas County, Florida and being more particularly described as follows:
Commence at the Northust corner of Ih. Southeast 1/4 of said Section 18; Ihence S.89"41'18"E, along the North line of lhe Southeasl 1/4 of said Section 18, for 834.10 feel; thence leoving said Norlh line SOI000'52"W, for /282.48 feet to
a point of intersection '..ith the North right-Qf-way lint Qf Druid Road (a 100 foot right-Of-way): thence S.89014'05" E, along said North right-of-way line for 49021 feet to the POINT OF BEGINNING; thence leaving soid North line,
N.01001'28"E. for 100.00 feet, Ihence 5.89014'05/1E, for 10.00 feet; thence S.01"0I'28"W, for 100.00 feet to Ihe point of intersection '.with 'he North right-of-way line of Ihe aforesaid Druid Rood; thence N.890I4'05"W. along said North
rlght-of-..ay line, for 10.00 feet 10 lhe POINT OF BEGINNING.
Net Acreage Being 13.13 Acres More or Less.
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S01 '03' 49"W (F)
N01 "01'211"E 277.
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Per O.R. 8864 Pg. 1192
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SURVEYORS NOTES and REPORT:
I. Use of this Survey by anyone other than those Certified to. will be at their sole risk..ithout liability to the Surveyor
NORTHv'IlST CORNER OF
TI-IE SOUTHEAST 1/4 OF
SECTION 18-29-16
Found iron Rod 1.
SECTION
18,
TOWNSHIP
16 EAST
FLORIDA
S8\l'41'18"E 834.10' (R)
589'40'55"E 834.J5' (D~
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SECTION 18-29-16
Found P.C.E.D.
2. This Survey '..as made wilh lhe benefit of a commitment for Title Insurance by Chicago Title Insurance Company, A.L T.A. Commitment
j509600913MT dated December 4, 1996. There may be additional restrictions affecltng subject property nol sho,..n hereon that may exist ,n the
Public Records ot Ihis county.
3. Underground installations and improvements nave not been localed unless other*ise noted.
4. Bearings based upon the North line of Ihe Southeast 1/4 of Section 18, Township 29 Soulh, Range 16 East, as being S890~0'55"E per the
Pinellas Caunty Coordinate System.
6. Subject to 0 Ten foot (10') water main easement fo The CIty of Clear..ater, Florida, per O.R. 9026 Pg. 1442.
This is a non-plottable easement
,. All underground utilities sha'..n hereon '.were taken from PavIng, Grading and Drainage Plan, and Sanitary Sewer and Hater Distribulton Plan,
Prepored for Stiles Development Company, by King Engineering Associates, Inc. and from City of Clearwat;r Record Utilitity Maps.
9. Ingress and Egress easement for refuse and gorbage collections to the City of Clearwoter, per O.R. 9026 page 1442.
10. Legal description per O.R. 8864 Pg. 1180 as provided in the Ittle commilment by Chicago Title Insurance Company
II. Tree feeder system in the paved areas not located or shown hereon
12. Budding Setbacks:
Side:
Rear:
Front: 25' . (25% height greater thon 20')
5' and 10' . (25% height greater than 20')
25' . (25% height greater than 20')
13 Subject property appears to be in lone "XU (Area outside 500 year flood piain) according to Federal Insurance Adminislrafion Flood Insurance
Rate Map. Community No.125096, Panel NoOOlr-D. effective date August 18, 1992
14. Slandard Parking Spaces
Handicap Park.ing Spaces
Total Parking Spaces
= 644
14
rn
15. Underground Irrigotion System was
not mopped or shown hereon.
16. Access to the subject property is by..ay of Gulf to Bay Boulevard and is maintained by the Florida Department of Transportation and also by
Druid Road and is maintained by the Cily of Clear'.water, Florida and also by In9ress f} Egress Easement per O.R 8864 Page 1192 and to be
maintoined by the "Grantee"
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GRAPHIC SCALE
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LEGEND
'GJ
Denotes Field MeaSurement
Denotes Data per Recorded Instrument
Denotes Data per Deed
Denoted Measured Data
Denoted eolculated Dota
Denoted Page(s)
Denotes Official Records Book
Denoted Plat Book
Denotes Radial Line
Denotes Radius
Denotes Delta
Denotes Arc length
Denotes Chord length
Denotes Chord Bearing
Denotes Set Iron Rod & Cap (lB2610) Unless Noted
Denotes Chain link Fence
Denotes Catch Basin
Denotes Overall
Denotes Found Iron Rod
Denotes Found Parker-kalon Nail & Disk
Denotes Found Open Pipe
Denotes Found Concrete Monument
Denotes Permonent Control Point
Denotes Corner Marker Designation
Denotes Cor porate Certificate
Denotes Professional land Surveyor
Denotes Concrete Slab
Denotes Concrete
Denotes Sidewolk
Denotes Centerline
Denotes Right-Of-Nay
Denotes Down Spout
Denotes Found Cross Cut
Denotes Liqht Pole
Denotes PONer Pale
Denotes Guy Pole/Nire
Denotes G. T. E. Marker
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Denotes Well
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
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Denotes
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Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Polyvinyi Chloride Pipe
reinforced Concrete Pipe
Florida Po...er Corporation
Acr es
More or less
Plus or Minus
Section
Townsh;p
Range
Point Of Beginning
Point Of Commencement
Pinellas County Engineerinq
Chain link Fence
Overhead \Vires
Noter Main
Mitered End Section
Sonitory Sewer Man Hole
Fire H ydran t
Sign
Water Flow
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Dept.
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GENERAL NOTES:
I.
LOCATIONS, ELEVATIONS, AND DIMENSIONS Of EXISTING UTILITIES,
STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE
BEST INFORMATION AVAILABLE AT THE TIME Of PREPARATION Of
THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS,
ELEVATIONS, AND DIMENSIONS Of ALL EXISTING UTILITIES,
STRUCTURES AND OTHER FEATURES, AFFECTING THIS WORK, PRIOR
TO CONSTRUCTION. ALL PLAN ELEVATIONS ARE BASED ON NGVD. 1929.
2
PRIOR TO THE INITIATION Of SITE CONSTRUCTION, THE CONTRACTOR
SHALL VER I FY ANY EX I ST I NG UT I LI TIES I NCLUO I NG GAS, WAlER.
ELECTRIC. CABLE TV. COMMUNICATIONS, SANITARY SEWlRS AND
STORM DRAINAGE SYSTEMS, ON AND / OR ADJACENT TO THE SITE.
REMOVE OR CAP AS NECESSARY.
3.
. THE CONIRACTOR SHALL EXERCISE CAUTION IN AREAS Of BURIED
UTILITIES AND SHALL CALL "SUNSHINE" AT 1-800-432-4770 AT LEAST
48 HOURS PRIOR TO CONSTRUCTION TO ARRANGE FOR FIELD
LOCATIONS OF BURIED UTILITIES.
4.
THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO
EXISTING FACILITIES, ABOVE OR BELOW GROUND. THAT MAY OCCUR
AS A RESULT OF THE WORK PERFORWED, BY THE CONTRACTOR OR
SUB-CONTRACTORS, AS CALLED FOR IN THESE CONTRACT
DOClM.NTS
5.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECM FAMILIAR
WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY
THE VARIOUS GOVERNMlNTAL AGENCIES AND THE ENGINEER. THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO
CONSTRUCTION, AND SCHEDUlE INSPECTIONS ACCORDING TO
AGENCY INSTRUCTION/REQUIREMENTS.
6. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS. ON ALL PRECAST
AND MANUFACTURED ITEMS, TO THE OWNER'S ENGINEER FOR
APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION
MAY RESULT IN REMOVAL AND REPLACEMENT AT THE
CONTRACTOR'S EXPENSE.
7. ALL UTILITY SERVICE STUB-OUTS (WATER, SANITARY SEWlR, etc.) ARE
TO BE INSTALLED WITHIN 5' Of BUILDING(S), UNLESS OTHERWISE
NOTED ON PLANS.
8. CONTRACTOR TO COORDINATE WITH THE APPLICABLE ELECTRIC
UTILITY SUPPLIER REGARDING ANY NECESSARY RELOCATION(S) OF
UNDERGROUND AND/OR OVERHEAD ELECTRIC FACILITIES, AND FOR
THE LOCATION AND INSTALLATION OF TRANSFORMER PAD(S) AND
ASSOCIATED ELECTRIC FACILITIES.
9. SAFETY:
A. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS
PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED.
THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE
RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE
TRAVELING PUBLIC AND THE SAFETY OF HIS/HER PERSONNEL.
B. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE
PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER
OF THE DEPARTMENT Of TRANSPORTATION.
C. THE MINlrvuM STANDARDS AS SH FORTH IN THE CURRENT
EDITION OF "THE STATE Of FLORIDA. MANUAL ON TRAFFIC
CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY
CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS"
SHALL BE FOLLOWED IN THE DESIGN, APPLICATION,
INSTALLATION, MAINTENANCE AND REMOVAL OF ALL
TRAFFIC CONTROL DEVICES, WARNING DEVICES AND
BARRIERS NECESSARY TO PROTECT THE PUBLIC AND
CONSTRUCTION PERSONNEL FROM HAZARDS WITHIN THE
PROJECT LIMITS.
D. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL
CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S.
DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY
ADM I N 1ST RA T I ON .
E. ALL SUBSURFACE CONSTRUCTION SHALL COWLY WITH THE
"TRENCH SAFETY ACT". THE CONTRACTOR SHALL INSURE
THAT THE METHOD OF TRENCH PROTECTION AND
CONSTRUCTION IS IN COMPLIANCE WITH THE OCCUPATIONAL
SAF ETY AND HEALTH ADM I N 1ST RA T I ON (OSHA) RE GULA T IONS.
IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO
COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE
ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S
INFORMATION ONLY AND DOES NOT IMPLY THAT THE O~NER OR
ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS.
10 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
AN "ON-SITE PIPING PERMIT" (IF REQUIRED) FOR CONSTRUCTION OF
THE PROPOSED UTILITIES. THIS PERMIT MUST BE OBTAINED BY A
DULY LICENSED PLUMBING CONTRACTOR (OR CLASS A GENERAL
CONTRACTOR) PRIOR TO THE START OF CONSTRUCTION. THESE
PLANS AND ANY SUBSEOUENT REVISIONS TO THESE PLANS. THAT ARE
ISSUED BY THE ENGINEER, WILL BE SUBJECT TO THE APPROVAL
CONDITIONS OF THIS PERMIT.
II. THE GRAPHIC INFORMATION DEPICTED ON THESE PLANS HAS BEEN
COMPILED TO PROPORTION BY SCALE AS ACCURATELY AS POSSIBLE.
HOWEVER, DUE TO REPRODUCTIVE DISTORTION. REDUCTION. AND/OR
REVISIONS, INFORMATION CONTAINED HEREIN IS NOT INTENDED TO
BE SCALED FOR CONSTRUCTION PURPOSES.
12. ALL SPECIFICATIONS AND DOCUMENTS REFERENCED HEREIN SHALL
BE OF THE LATEST REVISION.
13 ALL UNDERGROUND UTILITIES MUST BE IN-PLACE, TESTED AND
INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION.
14. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE
SMOOTHLYNITH ANY OTHER WORK BEING PERFORWED ON SITE BY
OTHER CONTRACTORS/SUBCONTRACTORS AND UTiliTY COMPANIES.
I T 'MILL BE NECESSARY FOR THE GENERAL CONTRACTOR TO
COORDINATE AND SCHEOULE HIS/HER ACTIVITIES ACCORDINGLY.
AS BUILT:
UPON COMPLETION OF CONSTRUCTION. THE CONTRACTOR SHALL
FURNISH THE OWNER'S ENGINEER WITH COMPLETE "AS-BUILT"
INFORMATION, CERTIFIED BY A REGISTERED LAND SURVEYOR. THIS
"AS-BUILT" INFORMATION SHALL INCLUDE INVERT ELEVATIONS,
LOCATIONS OF STRUCTURES FOR ALL UTILITIES INSTALLED, AS WELL
AS GRADE BREAK LOCATIONS AND ELEVATIONS FOR PROPOSED
CONSTRUCTION NO ENGINEER'S CERTIFICATIONS FOR CERTIFICATE
OF OCCUPANCY (C.O.) PURPOSES WILL BE MADE UNTIL THIS
INFORMATION HAS BEEN RECEIVED AND APPROVED BY THE OWNER'S
ENGINEER.
CLEARING AND SITE PREPARATION NOTES:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER
INSTALLATION OF THE EROSION CONTROL DEVICES. AS SHOWN ON
THE CONSTRUCTION PLANS. PRIOR TO ANY SITE CLEARING AND/OR
DEMOLITION. REFER TO THE "EROSION CONTROL NOTES" SECTION
CONTAINED HEREIN FOR ADDITIONAL REQUIREMENTS.
2. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN, AS
INDICATED ON THE CONSTRUCTION PLANS. SHALL BE PROTECTED IN
ACCORDANCE WITH LOCAL TREE ORDINANCES. AND DETAILS
CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO
IREE(S) SHOWN TO REMAIN SHALL BE REMOVED WITrKNT WRITTEN
APPROVAL FROM THE OWNER AND THE LOCAL AGENCY HAVING
JURISDICTION OVER THESE ACTIVITIES
3.
THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS
Of THE SITE NECESSARY FOR CONSTRUCTION. ALL DISTURBED
AREAS MUST BE SEEDED. MULCHED, SODDED OR PLANTED WITH
OTHER APPROVED LANDSCAPE MATERIAL, IMMEDIATELY FOlLOWING
CONSTRUCTION.
4.
THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND
GRUBBING ACTIVITIES SHALL BE STOCKPILED, TO BE USED FOR
LANDSCAPING PURPOSES. UNLESS OTHERWISE DIRECTED BY THE
OWNER. REMAINING EARTHWORK THAT RESULTS FROM CLEARING
AND GRUBBING OR SITE EXCAVATION IS TO BE UTILIZED ON-SITE,
PROVIDED THE MATERIAL IS DEEMED SUITABLE BY THE OWNER'S
SOILS TESTING COMPANY. EXCESS MATERIAL IS TO EITHER BE
STOCKPILED ON-SITE. AS DIRECTED BY THE OWNER OR OWNER'S
ENGINEER, OR REMOVED FROM THE SITE. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE
NECESSARY FOR REMOVING ANY EXCESS MATERIAL FROM THE SITE.
5.
ALL EXISTING DEBRIS (ABOVE OR BELOW GROUND), CONSTRUCTION
DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF -S lIE BY THE CONTRACTOR. I N ACCORDANCE WI TH APPLI CABLE
REGULATORY AGENCY REQUIREMENTS.
6.
THE CONTRACTOR IS TO PREPARE THE SITE IN ACCORDANCE WITH
THE SOILS REPORT, COPIES OF WHICH ARE AVAILABLE THROUGH THE
OWNER OR SOILS TESTING C~PANY DIRECTLY.
7.
CONTRACTOR TO BE RESPONSI8LE FOR INSTALLATION OF TEMPORARY
CONSTRUCTION FENCE AROUND ENTIRE PERIMETER OF PROPERTY TYPE
OF FENCE TO BE SUBMITTED BY CONTRACTOR TO ENGINEER FOR
APPROVAL.
EROSION CONTROL NOTES:
I. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION
BARRIERS (HAY BALES OR SILTATION CURTAINS) TO PREVENT
SILTATION OF ADJACENT PROPERTY. STREETS, STORM SEWERS AND
WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW,
MUlCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS
WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE.
IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES,
EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER
BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE
CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF
THE ENGINEER AND/OR AUTHORITIES.
2 THE CONTRACTOR SHALL '_IMIT THE DISCHARGE OF TURBID WATERS
OFF-SITE, OR INTO ON-SITE/OFF-SITE WETLANDS (IF APPLICABLE), TO
NO MORE THAN 50 JTU's (JACKSON TURBIDITY UNITS) OR 29 NTU's
(NEPHELOMETRIC TURBIDITY uNITS), A80VE BACKGROUND LEVELS
3. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION,
THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING
SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS
4. CONTRACTOR SHALL INSPECT AND MAINTAIN ON A DAILY BASIS ALL
EROSION/SEDIMENTATION CONTROL FACILITIES.
5. THE CONTRACTOR SHALL ENSURE THAT SilTATION ACCUMULATIONS
GREATER THAN THE LESSER OF 12 INCHES OR ONE-HALF THE DEPTH
OF THE SILTATION CONTROL BARRIER SHALL BE IrvM:DIATELY
REMOVED AND PLACED IN UPLAND AREAS.
PAVING AND GRADING NOTES:
I. ALL DELETERIOUS SUBSURFACE ~ATERIAL (I.E. MUCK, PEAT, BURIED
DEBRIS, ETC.) IS TO BE EXCAVATED AND REPLACED WITH
SUITABLE/COMPACTED SOILS. AS DIRECTED BY THE OWNER, THE
OWNERS ENGINEERS. OR OWNERS SOILS TESTING COMPANY.
DELETERIOUS MATERIAL IS TO 8E STOCKPILED OR REMOVED FROM
THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO
BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS
SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR
ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING
DELETERIOUS MATERIAL FROM THE SITE
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING
EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING,
SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS
SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE
AND APPURTENANCES ARE BEING PLACED.
3. ALL NECESSARY FILL AND EM8ANKr~NT THAT IS PLACED DURING
CONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY THE
OWNER'S SOILS TESTING COMPANY OR ENGINEER AND BE PLACED
AND COMPACTED ACCORDING TO THESE PLANS.
4. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR
GROUND SURFACE GRADES, UNLESS OTHERWISE NOTED.
5. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO
PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED.
CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO
ANY ELEVATION CHANGES.
6. CONTRACTOR SHALL TRIM. TACK AND MATCH EXISTING PAVEMENT
AT LOCATIONS WHERE NEW PAVEtJfNT MEETS EXISTING PAVEMENT.
7. CUR81NG SHALL BE PLACED AT THE EDGES OF ALL PAVEMENT,
UNLESS OTHERWISE NOTED. REFER TO THE LATEST EDITION OF
F.D.O.T "ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR DETAilS
AND SPECIFICATIONS OF ALL F.D.O.T. TYPE CURB AND GUTTERS
CALLED FOR IN THESE PLANS.
8. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR
IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE SOILS
ENGINEER FOR APPROVAL.
9. CONTRACTOR TO PROVIDE A 1/2" TO I" BITUMINOUS EXPANSION JOINT
MATERIAL WITH SEALER AT ABUTMENT Of CONCRETE AND OTHER
MATERIALS (STRUCTURES. OTHER POURED
10. ALL PAVEMENT MARKINGS SHALL BE MADE IN ACCORDANCE MITH
F.D.O.T. STANDARD INDEX 117346.
II. THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH, SOD, OR
OTHER APPROVED MATERIALS ANY DISTURBED AREAS WITHIN ONE
WEEK FOLLOWING CONSTRUCTION OF THE UTILITY SYSTEMS AND
PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN SUCH AREAS
UNTIL FINAL ACCEPTANCE BY OWNER. CONTRACTOR TO
COORDINATE WITH OWNER REGARDING TYPE OF MATERIAL,
LANDSCAPING AND IRRIGATION REQUIREMENTS
TESTING AND INSPECTION REOUIREMENTS (PAVING/GRADING):
I. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE
TESTING WITH THE SOILS ENGINEER. TESTS \~ILL BE REQUIRED
PURSUANT WITH THE SOILS REPORT. UPON COMPLETION OF WORK THE
SOILS ENGINEER WILL SUBMIT CERTIFICATIONS TO THE OWNER AND
OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN
lYE T .
2. A QUALIFIED TESTING LABORATORY SHALL PERFORM ALL TESTING
NECESSARY TO ASSURE COMPLIANCE OF THE IN-PLACE MATERIALS
AS REQUIRED BY THESE PLANS, THE VARIOUS AGENCIES AND PERM!I T
CONDITIONS. SHOULD ANY RETESTING BE REQlJIRED DUE TO THE
FAILURE OF ANY TESTS TO fvHT THE REQUIREMENTS, THE
CONTRACTOR WILL BEAR ALL COSTS OF SAID RETESTING.
STORM DRAINAGE SYSTEM NOTES:
I. STANDARD INDEXES REFER TO THE LATEST EDITION OF F.D.O.T.
"ROADWAY AND TRAFFIC DESIGN STANDARDS."
2. ALL STORM SE'NER PIPE SHALL BE REiNfORCED CONCRETE CLASS III
(ASTM C-(6) UNlESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE
STRUCTURES SHALL BE IN ACCORDANCE WITH F.D.O.T. ROADWAY
AND TRAFFIC DESIGN STANDARDS UNlESS OTHERWISE NOTED ON
PLANS.
3. PIPE LENGTHS Sr~WN ARE APPROXIMATE AND TO CENTER OF
DRAINAGE STRUCTURES. WITH THE EXCEPTION OF MITERED END AND
FLARED END SECTIONS, WHICH ARE NOT INCLUDED IN LENGTHS.
4. ALL DRAINAGE STRUCTURE GRATES AND COVERS. EITHER EXISTING
OR PROPOSED SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY
UPGRADES TO EXISTING DRAINAGE STRUCTURES.
5. CONSTRUCTION OF THE STORMWATER MANAGEMENT SYSTEM MUST
BE COMPLETE AND ALL DISTURBED AREAS STABILIZED IN
ACCORDANCE WITH THE PERMITTED PLANS AND CONDITIONS PRIOR
TO ANY OF THE FOLLOWING: ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY; INITIATION OF INTENDED USE OF THE INFRA-
STRUCTURE; OR TRANSFER OF RESPONSIBILITY FOR MAINTENANCE
OF THE SYSTEM TO A LOCAL GOVERNMENT OR OTHER RESPONSIBLE
ENTITY.
BEST MANAGEMENT PRACTICES:
THIS PLAN HAS BEEN PREPARED TO ENSURE COMPLIANCE WITH
APPROPRIATE CONDITIONS OF PINELLAS COUNTY AND DEVELOPMENT
REGUlATIONS, AND SWFWMO, CHAPTER 17-25, F.A.C.. THE PLAN
ADDRESSES THE FOlL~WING AREAS:
I . GENERAL EROS I ON CONTROL.
2. PROTECTION OF SURFACE WATER QUALITY DURING AND AFTER
CONSTRUCTION.
3 CONTROL OF WIND EROSION.
THE VARIOUS TECHNIQUES OR ACTIONS IDENTIFIED UNDER EACH SECTION
INDICATE THE APPROPRIATE SITUATION WHEN THE TECHNIQUES SHOULD BE
EMPLOYED ALSO IDENTIFIED IS A CROSS-REFERENCE TO A DIAGRAM OR
FIGURE REPRESENTING THE TECHNIQUE.
IT SHOULD BE NOTED THAT THE MEASURES IDENTIFIED ON THIS PLAN ARE
ONLY SUGGESTED BMP(S). THE CONTRACTOR SHALL PROVIDE POlLUTION
PREVENTION AND EROSION CONTROL MEASURES AS SPECIFIED IN FOOT
INDEX 1100 AND AS NECESSARY FOR EACH SPECIFIC APPLICATION
SECTION I GENERAL EROSION CONTROL
I I GENERAL EROSION CONTROl BMPS SHALL BE EMPLOYED TO MINIMIZE
SOIL EROSION AND POTENTIAL POND SLOPE CAVE-INS. WHILE THE
VARIOUS TECHNIQUES REQUIRED WILL BE SITE AND PLAN SPECIFIC,
THEY SHOULD BE EMPLOYED AS SOON AS POSSIBLE DURING
CONSTRUCTION ACTIVITIES.
12 CLEARED SITE DEVELOPMENT AREAS NOT CONTINUALLY SCHEDULED FOR
CONSTRUCTION ACTIVITIES SHALL BE COVERED WITH HAY OR
OVERSEEDED AND PERIODICALLY WAIERED SUFFICIENTLY TO STABILIZE
THE TEMPORARY GROUNDCOVER.
1.3 SLOPES OF BANKS OF RETENTION/DETENTION PONDS SHALL BE
CONSTRUCTED NOT STEEPER THAN 4H:IV FROM TOP OF BANK TO
BOTTOM OF POND.
1.4 SOD SHALL BE PLACED FOR A 2-FOOT WIDE STRIP ADJOINING ALL
CURBING AND AROUND ALL INLETS AS SHOWN IN FIGURE 5. SOO
SHALL BE PLACED BEFORE SILT BARRIERS, SHOWN IN FIGURE 3, ARE
REMOVED.
SECTION 2 PROTECTION OF SURFACE WATER QUALITY DURING AND
AFTER CONSTRUCTION:
2. I SURFACE WATER QUALITY SHALL BE MAINTAINED BY EMPLOYING THE
FOLLOWING BMPS IN THE CONSTRUCTION PLANNING AND CONSTRUCTION
OF ALL IMPROVEMENTS.
2.2 WHERE PRACTICAL, STORMWATER SHALL BE CONVEYED BY SWALES
2 3 EROSION CONIROL MEASURES SHALL BE EMPLOYED TO MINIMIZE
TURBIDITY OF SURFACE WATERS LOCATED DOWNSTREAM OF ANY
CONSTRUCTION ACTIVITY. WHILE THE VARIOUS MEASURES REQUIRED
WILL BE SIIE SPECIFIC. THEY SHALL BE EMPLOYED AS NEEDED IN
ACCORDANCE WITH THE FOLLOWING:
A. IN GENERAL, EROSION SHALL BE CONTROLLED AT THE FURTHEST
PRACTICAL UPSTREAM LOCATION.
B. STORMWATER INLETS SHALL BE PROTECTED DURING CONSTRUCTION
AS SHOWN IN FIGURES 3 AND 4. PROTECTION MEASURES SHALL
BE EMPLOYED AS SOON AS PRACTICAL DURING THE VARIOUS
STAGES OF INLET CONSTRUCTION. SILT BARRIERS SHALL
REMAIN IN PLACE UNTIL SODDING AROUND INLETS IS COMPLETE
SECTION 2 PROTECTION OF SURFACE WATER QUALITY DURING AND
AFTER CONSTRUCTION:
2.4 HEAVY CONSTRUCTION EQUIPWlNT PARKING AND MAINTENANCE AREAS
SHALL BE DESIGNED TO PREVENT OIL. GREASE. AND LUBRICANTS
FROM ENTERING SITE DRAINAGE FEATURES INCLUDING STORMWATER
COLLECTION AND TREATMENT SYSTEMS. CONTRACTORS SHALL PROVIDE
BROAD DIKES, HAY BALES OR SILT SCREENS AROUND, AND SEDIMENT
SUMPS WITHIN, SUCH AREAS AS REQUIRED TO CONTAIN SPILLS OF
OIL, GREASE OR LUBRICANTS. CONTRACTORS SHALL HAVE
AVAILABLE. AND SHALL USE, ABSORBENT FILTER PADS TO CLEAN UP
SPILLS AS SOON AS POSSIBLE AFTER OCCURRENCE
2.5 SILT BARRIERS. ANY SILT WHICH ACCUMULATES BEHIND THE
BARRIERS, AND ANY FILL USED TO ANCHOR THE BARRIERS SHALL BE
REMOVED PROMPTLY AFTER THE END OF THE MAINTENANCE PERIOD
SPECIFIED FOR THE BARRIERS.
2.6 ~1ERE REQUIRED TO PREVENT EROSION FROM SHEET FLOW ACROSS
BARE GROUND FROM ENTERING A LAKE OR SWALE, A TEMPORARY
SED I r~NT SUMP SHALL BE CONS T RUC TED, AS SHOWN IN FIGURE 6.
THE TEMPORARY SEDIMENT SUMP SHALL REMAIN IN PLACE UNTIL
VEGETATION IS ESTABLISHED ON THE GROUND DRAINING TO THE
SUMP .
SECTION 3 CONTROl OF WIND EROSION:
3 I NINO EROSION SHALL BE CONTROLLED BY EMPLOYING THE FOLLOWING
ME THOOS AS NECESSARY AND APPROPR I ATE:
A. 8ARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION
AS NECESSARY TO MINIMIZE THE TRANSPORT OF FUGITIVE DUST.
IT MAY BE NECESSARY TO LIMIT CONSTRUCTION VEHICLE SPEED
IF BARE EARTH HAS NOT BEEN EFFECTIVELY WATERED. IN NO
CASE SHALL FUGITIVE DUST BE ALLOWED TO LEAVE THE SITE
UNDER CONSTRUCTION.
B. AS SOON AS PRACTICAL AFIER COMPLETION OF CONSTRUCTION,
8ARE EARTH AREAS SHALL BE VEGETATED.
C. AT ANY TIME BOTH DURING AND AFTER SITE CONSTRUCTION
THAT WATERING AND/OR VEGETATION ARE NOT EFFECTIVE IN
CONTROLLING jlND EROSION AND/OR TRANSPORT OF FUGITIVE
DUST, OTHER METHODS AS ARE NECESSARY FOR SUCH CONTROl
SHALL BE EMPLOYED. THESE METHODS MAY INCLUDE ERECTION
OF OUST CONTROL FENCES. IF REQUIRED, OUST CONTROL
FENCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
DETAIL FOR A SILT FENCE SHOWN IN FIGURE 2 EXCEPT THE
MINIMUM HEIGHT SHALL BE 4 FEET
EROSION AND SILTATION CONTROL:
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GENERAL: ALL EROSION AND SILTATION CONTROl METHODS
SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION.
DURING CONSTRUCTION, DENUDED AREAS SHALL BE COVERED BY
MUlCHES SUCH AS STRAW, HAY AND FILTER FABRIC. ALL STORM
SEWlR INLETS IN THE VICINITY OF THE PROJECT SHALL BE
PROTECTED BY SEDIMENT TRAPS OR HAY BALES THESE SHALL
BE MAINTAINED AND MODIFIED DURING THE CONSTRUCTION
PROCESS TO MINIMIZE DOWNSTREAM SILTATION.
WHEN CONSTRUCTION IS COMPLETED. DETENTION AREAS WILL BE
RESHAPED, CLEANED OF SILT, MUD AND DEBRIS. AND RE-SOODED
TO PROPERLY DETAIN THE INTENDED STORM QUANTITIES.
2.
PROTECTION AND STABILIZATION OF ON-SITE SOil STOCKPILES:
FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES
BY ON-SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF
THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH
STOCKPILES MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION
AND THE EXPECTED LENGTH OF TIME THE STOCKPIOlES WILL BE
PRESENT. IN NO CASE SHALL ANY UNSTOCKPILES MATERIAL
REMAIN MORE THAN THIRTY (30) CALENDAR DAYS AFTER
SUBSTANTIAL PROJECT COMPLETION.
3.
PROTECTION OF EXISTING STORM SEWER SYSTEMS:
DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE
VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT
TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH
SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY
CONSTRUCTION PROGRESS, AND ~~ICH MUST BE APPROVED BY THE
ENGINEER BEFORE INSTALLATION.
4.
SEDIMENT BASINS AND TRAPS, SEDIMENT TRAPPING MEASURES:
PERIMETER BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTr~R
MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT
OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING BODIES OF,
MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGEiATIVE
BUFFERS. PROTECTED FROM DISTURBANCE. AS A FIRST STEP IN THE LAND
ALTERATION PROCESS, SUCH SYSTEMS SHALL BE FULLY OPERATIVE BEFORE
ANY OTHER DISTURBANCE OF THE SITE BEGINS. EARTHEN STRUCTURES
INCLUDING BUT NOT LIMITED TO BERMS, EARTH FILTERS, D~~S OR DIKES
SHALL BE STABILIZED AND PROTECTED FROM DRAINAGE DAMAGE OR
EROSION WITHIN ONE WEEK OF INSTALLATION
5.
ALL SWALES, DITCHES AND CHANNELS:
CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITH ARGENTINE
BAHIA 'NITHIN THREE (3) DAYS OF EXCAVATION.
THE CONSTRUCTION OF UNDERGROuND UTILITY CONSTRUCTION:
uNDERGROUND UTILITY LINES AND OTHER STRUCTURES SHALL BE DONE IN
ACCORDANCE WITH THE FOLLOWING STANDARDS:
6.
A. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPEN AT ANY
ONE T I ME ;
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TRENCHES. TRENCH MATERIAL SHALL NOT BE CAST INTO OR ONTO THE
SLOPE OF ANY STRE~~, CHANNEL, ROAD, DITCH OR WATERWAY
7.
ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE MAINTENANCE:
CHECKED REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE
CLEANED OUT AND/OR REPAIRED AS REQUIRED
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(Aceraqe)
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\ t re.. "00<'00. EXIST. 5' HIGH BUFFER WALL TO BE RAISEO '" NEW 6' HIGH SOLID WOOD WALL TO
E 014 " I /. TO A M'NlMUIH' Aao 'fEXiS T. '";OE _ \, ~ ,/' aE CONS TRUe TEO · ",' I~
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I $[,;r~", "'" ~ t II SHECT LI II SPACES (TYP) L. I 1- '--.. . EXIT...... 1
\ ~~'J:r.:E '~i..,.~.~'"'' ~~~ ~ · - -i r - - 1 -..-... < ~ :!HtW NANO~AP pAR"^'" STALLS r~'" Ii, . 0 -, - -... I
; t Z;~1" rHIS "'~;~~~rC -= ~ ::- ;:,., ~,' :.;~f ~ L----1111/a STRIPiNG (TYP) SEEDETAIl.S ~ ~I 0 r; (=--:; J,' l
. ' , ' II" ~. PROP, WMafR CANOPr (SEE aLOG, l.' ' r n
~ \ ' bV .. "U'~' ". . _ I:'~ I PLANS) ':;,'---- r J Ii ~ l Ii Ii: ~--==J' .. . Il II
'I II ~ " ~~~~:f.TC~:~E~~S;:~~c~~~~ ~~~:;~UTy-~1 C> ~~7sS:~c::cO~:o;~1~7:: OVE 0, /' " 'l;.. '. ~RT:pM.OpVAEVECMu~aNTasLcAcN310SNCADr;~AG'II...P~~AEv'iR'~~' I I- 10.2' REMOVE 9' WIDft SECTION OF '-4- .' go_ SIOfm ....= I .
I " SIRIPINGTOREMAIN~"'I~- =- V ; :iT' <. <.1 C;' nc; .,J'1 ASPHALT8BASt.)REMOVECURaON __",..":0 ::::':!:!~~::=_:
Rotontlon Pood fftE FRONT LOT; yI'" RIM" 41.30 / " ... L l~ [ ~IDUTY RELOCA TE EXIST. LIGHT POLE /J :',11 I ",' (rYP) [j SOUTH SIDE OF IS'-AND PROVIDE - 1111' I'Catch 80'" I
) I ~ r/' I' , INV. .. 14150. ' 100" ~ _ ~ II SPRINKLERS TO NEW ISLANDS .7
11/ -. . iTeRIPING ~~~ES ,I: ..so' Gu.. Und......ound ~ ). \- <. ~/'v ~ :. ~ I r ~. ;;..... a. ~ :: rr--j:: ;::- 6' NEW ~1J~ ~ ,LANDSCAPING (TYP) .....1
I MArCH EXIST 1 _ \ /) . ;j ~., ~ II p r r liAJ,11 ~;.-. .
~~; __ :~GRAOE~, t./i' ~ ~~i~~: /;~- J ,_,~v' I J ~; - i'/I. 30' ~ ~ WCONSTRU<T2NfWLOAO'N'GO ~ f l~EXIST {vi:;;~~~'~:rr~i, (j~) L-i i- 7! i
l :: RfMO:~::~;R;'::;NG : ~ ~ '--- ... ..,. l:i f~o~rftl~,'I_~,~~E0 <J ;. ,,,r.~~E~~~~i~~~SfE .'(rrp) -1 t · XlST cu~a TO aER(~Y~o.r(YP} C -~ II
'I \\_ r:;R~':~::~:::'-..-- t>, ~ ~_ ~ ,- ':~ :,';_._.. ~: ' '\,\. ~I~ i- 6'(TYP} D~~. ... . - ~ ~~. .!I.I.!
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AND GAROEN CENTER ,'.,__.. :;: .~ . H'" " <5 II I. /RESTRIPE ENTJRE EXISTiNG ~ r ~ ~'
, {i " ~ ~ ,.u, PARKING LOT, INCLUDING SPACES, \..~ -...::- r i
II ~ \..- ,... _ . II, I ,. .& ~ " · " . '11' STOP BARS, ARROWS, ETC. WITH 1>' ~ I ~. I
.I IIQ _ ' = i 3. II ' II .7 t
I IT' ~ ~'h::q I f:~; · " " " TWO (21 COATS TRAFFiC PAINT -- - I '
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II / / '--. . '- -- ~. ~I : C, ~ (1........--.. ~ ~ ' "". --. ,:: :: CORf WiCEPOST /iOLES iN fXlSF '. ;~ :'~,,'" -- !
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I 1/11 JJ "\ I VI:L~ ~ r~ ~:, " ~ SEE 8LDG. PLAN" . P}IR 6;~' :: SEASONAL I ,\!I I
'- ,\ L ~ "" "... FORIMPROVEMENTS :;::,' ~UI.~lq~rES ~ Ii SALES AREA ~:: I: I ..
_..... J(.~ \,", . ~_ _0:;;' _ ~,~... ...........~)'~,~,;-\"..'~,....~'}_,~,~"~";'_),"'~""'~-" ~(!f,..CI kL 24"ItCP J.L-:'~ i II':~.
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"' .' . ~ lorldo .power Co. rporotion PAINT SOLlO DOUBLE YELLOW LINE l REMOVE, REPLACE DAMAGEO CONCRETE WHfTE STRIPE W/ TWO (EI STOP ................... . I 1-. I' II \
~U\" _.__.... ". _ 10' :c.~ U..._ . · 63" 6:r ':' 10" 3:r , RI,o'lt-of-IAI'JY -- "" /
r n , _ _ ~ ~~., ,'" (m) (2 COA TS TRAFFIC PAINT) AT PfR'M(TER OF GRA TE {TrP} ~T:::::~~;~rW::E - SIGNS · BARS --l>: i '~', ,! .
- - ~A:;:;'r~;/itJf}\ .: I!A . M:r ~ f It> ~:-<;:"'...,."'~" );''' ~:;~; k"'c~A ~~:~JF;ii~~~i;Nf CONTINUE WITH Nf' STRIPING
MANHOLE COVER . --__\. .3j'~U p>:. Cone Slub {or loo;jOn9 dock ~ J. "
I [,I~ PAINT SOLID WHITE LiNE
65LF-24' RCP 'O.4..!~~ ~~'.u .,' CONCRETEPAV(MENT.. ~;;;.'. .. ' (2 COATS TRAFFIC PAINT)
. ~C.,?F83~::::::::-- 414 r-:\':<- (T'(P)(SE[DE;fAILSl ., ',;
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-- CONSTRUCT FOOT 'C'/NLET ~~ . ~r~~!~~~1
OVER EXISTING U~~ FP C. n COJ~~'
S'PVCSTORMPIPE. O<f ~~"p Transformer U~~ N
RIM" 41.30 PROPOSED RETAiNiNG - oS '- ~ ~ ~ C'. ,~ ./'~ t ~
IN V, ,. 143.50 WALLS (TYP)(SEE BLOG, P vC~ ~ ~).4,II;) rF - I'
PLANS) . (SiC; ~ ~I~ I f\.
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48 23>< ~I ~ "'" rrfl-"" --..... PROVIDE CONNECTOR
(~' V '~~ ~ TO EXIST. a' PVC
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4878 x ~ I I 00l. t3 S5 >< Goes Under9ro~.~ ~ ~W.~: CLEANOUT Il SLAB
, _ ''-! ~ TWO (2) TYPE 'C'INLETS
:'"'rrom ~ . f4T.101 GRATE" 4/.60 (80TH)
~1~r.. .~ Ih-VINV..45.32{EASTSTRUCTI
j ! '. . ..... w: INV" 45.24 (WEST STRUCT)
:J . . TWO (2) TYPE 'e'INLETS
; !Xl" ..'~ GRATE" 47.60 (80TH)
'ZOL -8" ~Ye 'O.4.f'~VJ V~1.10D: INV" 45.46 (NORTH STRUCT)
'1 ~~ I ~I .- ~~; ,,<:i INV" 45.42 (SOUTH STRUeT)
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RIM" t 1.4 (MA rcH EXIST) /-:1" (,>oj
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I. STORMWATER GRATE INLETS SHALL BE PER r
FOOT ST ANDARDS, H20 TRAFFIC-BEARING,
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SCALE: I' = 10'
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PROJECT INFORMATION
ZONING: GC a RM-8
SI TE AREA: \:3.19 ACRES
BLDG, AREA: 110.969 SF
GARDEN CEN TER: 28.929 SF
\:39.898 SF
RE T AIL FLOOR AREA: 129.1'70 SF
IMPERVIOUS SURF ACE RA TIO: '78.5%
INTERIOR OPEN SPACE 8.06%
VEHICOLAR USE AREA :308.140 SF
P AF~KING
RA TIO PER ZONING:
I SP /200 SF (BUILDING)
I SP /100 SF (GARDEN CENTER)
EXIS TING PARKING = 626 SP ACES
REQ'D PARKING:: 590 SPACES
PROPOSED PARKING
SP ACES ADDED =
SP ACES ADDED =
24
60
-:36
+626 (EX.)
TO TAL PROP. PARKING = 590
LEGEND:
SCALE: I' = 30'
r '
PROPOSED NEW CONC. PAVEMENT
PROPOSEDNALL
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PROPOSED STORM PIPE,
INLE T, AND MANHOLE
8~~
PROPOSED LANDSCAPE
ISLAND, CUR8BING, PARKING
SPACE STRIPING, AND
RElOCA TION OF UTILITY'S
AND SIGNS AS REQUiRED
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PLANNING & DEVELOPMENT
SERVICES
CITY OF CLEARWATER
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STRAIGHT CURB
I'MIN. SEDIMENT SUMP
BELOW LOWEST INVERT
Note:
For use adJacent to concrete or flexible pavement,
concrete shown. Exponsion Joint, preformed Joint
filler and Joint seal are required between curbs
and concrete povement only, see diagram right.
NOT TO SCALE
NOT TO SCALE
r .
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iNTERNA lIONAL SYMBOL
OF ACCESS (SEE NOTE 5)
BLUE BACKGROUND
WHITE BORDER a SYMBOL
WHITE BACKGROUND
BLACK BORDER a LETTERS
I" SERIES .c" LETTERS
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PARKING BY
DISABLED PERMIT
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F.S. 318.14
L
STRAIGHT CURB
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STANDARD DUTY PAVEMENT AREA
UGH T BROOM FINISH
(TRUCK WELLS AND FORKLIFT RAMP)
6"X6"X10" WIRE MESH
3/8" HOLES LOCA TED FOR ALIGNMENT
WITH HOLES DRILLED ON I" CENTERS
FUlL LENGTH IN METAL POST. (MOUNT
WITH 5/10" x 21/4' BOLTS. TOP
AND BOTTOM OF SIGN) ME T AL pas T
NT OF BLANK POST-SHALL BET2I/2"//FT-
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NEW HANDICAP PARKING SIGN
NOT TO SCALE
HANDICAP PARKING
PAVEMENT MARKING
NOT TO SCALE
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POST 10'-0" HIGH MAX. (NIC )
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STANOA,RD GALVANIZED STEEL PIPE
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NOTES:
I. METAL POST TO BE GALVANIZED. ALL BOLTS. NUTS, WASHERS AND SCREWS MUST BE RUSTPROOF.
2. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3,000 p.S. i.
3. SIGNS HILL BE FABRICATED BY USING REFLECTING COATING IN THE SYMBOL, MESSAGE AND
BORDER APPLIED TO A SHEET ALUMINUM BACKING (.080) IN THICKNESS.
4. MESSAGE LETTERING SHALL BE UPPER CASE (WHITE)(SERIES B) 2" HIGH IN ACCORDANCE WITH
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
5. THE SYMBOL IS CQtvPOSED OF TWO ELE.MENTS. A WHITE WHEELCHAIR FIGURE (WHICH SHOULD
ALWAYS FACE RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED.
STD. 5950, COlOR 115180) .
6. SIGN POST SHALL BE MIN. 2'-0" CLEAR FROM BACK OF CURB.
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NOT TO SCALE
NOT TO SCALE
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PROYlDE )' LAYER OF
PINE eAR< t'1.JLCH, TYP.
FOR ALL PlANT eED&
Florida Power Corporation
Right-of-Way
O.R. 1408, Pg. 735
111
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LANDSCAPE AND MAINTENANCE NOTES
1. THE WORK CONSISTS Of THE COMPLETE PlANT MATERIAL INSTAlLATION AS SHOWN ON THE DRAWINGS AND AS HEREIN
SPECifiED. THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, THE SUPPL YlNG Of AU PLANT MATERIAL SPECIfiED, THE
fURNISHING Of AlL tABOR, EQUIPMENT, APPLIANCES AND AlL MATERIAlS CALLED FOR, AND IN PERFORMING AlL OPERATIONS IN
CONNECTION Willi THE lANDSCAPE INSTAlLATION AS SHOWN ON THIS PlAN. fURTHER, THE WORK SHAlL INCLUDE THE
MAINTAINING OF AU PLANTS AND PLANTING AREAS UNTIL fiNAl ACCEPTANCE BY THE OWNER, AND THE fUlfILLING OF AlL
GUARANTEE PROVlSIOI~S AS HEREIN SPECIfiED.
2. THE CONTRACTOR SHAlL fUllY ACQUAINT HIMSELF Willi THE RELATED PAVING, SITE GRADING, WATER SUPPLY, ELECTRICAL
SUPPLY, AND OlliER UTILITIES TO PRECLUDE f.N'( MISUNDERSTANDING AND TO fACILITATE A TROUBLE fREE INSTAlLATION.
J. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING f.N'( DAMAGES TO EXISTING FACILITIES THAT MAY OCCUR AS A RESULT
Of THE WORK DONE BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. THE WORK PERFORtJED UNDER T11IS CONTRACT
Will INTERFACE WITH OTHER WORK BEING PERFORMED BY OTHER CONTRACTORS. IT WILL BE NECESSARY FOR T11E
CONTRACTOR TO COORDINATE AND SCHEDULE ACTMTIES, WHERE NECESSARY, WIlli OTHER CONTRACTORS AND THEIR
SUBCONTRACTORS.
4. NO SUBSTITUTIONS SHAlL BE MADE WITHOUT WRmEN PERMISSION Of THE lANDSCAPE ARCHITECT.
5. IN T11E EVENT Of T11E VARIATION BETWEEN THE PLANT LIST AND THE ACTUAL NUMBER Of PLANTS SHOWN ON T11E PlANS,
T11E PlANS SHAlL CONTROL
6. AU MATERIAlS AND EQUIPtJENT SHAlL BE INSTAlLED IN A NEAT AND WORKMANLIKE MANNER. T11E OWNER OR HIS
LANDSCAPE ARCHITECT RESERVES T11E RIGHT TO DIRECT T11E REtJOVAL AND REPLACEMENT Of f.N'( ITEtJS WHICH, IN HIS
OPINION, DO NOT PRESENT AN ORDERLY AND REASONABLY NEAT OR WORKMANLIKE APPEARANCE, PROVIDED SUCH ITEtJS CAN
BE PROPERLY INSTALLED IN SUCH ORDERLY WAY BY THE USUAL MET110DS OF SUCH WORK.
7. ALL PLANT MATERIAlS SHALL BE GRADE flORIDA NO.1 OR BETTER AS OUTLINED UNDER GRADES AND STANDARDS fOR
NURSERY PLANTS, PARTS I AND II, STATE PlANT BOARD OF fLORIDA, AND SHAlL CONFORM TO ASN STANDARDS FOR NURSERY
STOCK (ANSI 260.1-1980).
8. PlANTING SOIL FOR ALL PlANT MATERIAlS SHAlL CONSIST OF lWO (2) PARTS Of TOPSOIL Willi ONE (1) PART PEAT MOSS
AND lWO POUNDS fERTILIZER PER CUBIC YARD, WEll MIXED.
9. fERTILIZER SHALL BE QUICK RELEASE, WATER SOLUBLE fERTILIZER AND SHAlL CONFORM TO THE APPLICABLE STATE Of
flORIDA FERTILIZER LAWS.
10. AU PlANTING BEDS SHAlL BE STAKED IN ACCORDANCE Willi THE PlANS. CHANGES NECESSITATED BY BUILDING
CHANGES, ETC., If mEY DO NOT ACCURATELY REPRESENT T11E PlAN SHALL MOST NEARLY CONFORM TO T11E DESIGN INTENT AS
IS REASONABLE WIlliOUT ADDmONAl EXPENSE TO THE OWNER.
11. AU NEW fURNISHED PALMS AND TREES SHALL BE PLUtJB VERTICALLY AT THE TltJE T11EY ARE INSTAlLED TO WIT11IN A
TOLERANCE Of J DEGREES fROM VERTICAL TREES fOUND NOT TO BE VERTICAlLY AlIGNED WILL NOT BE ACCEPTED.
12. IT SHALL BE mE CONTRACTOR'S fiNANCIAL RESPONSIBIUlY TO PREVENT PlANTS AND TREES fROM FALlING OR BEING
BLOWN OVER AND TO REPLACE AU PlANTS WHICH ARE DAMAGED DUE TO INADEQUATE GUYING OR STAKING AT NO ADDmONAl
COST TO T11E OWNER.
1 J. AlL PLANT MATERIAlS SHALL BE WATERED BY T11E CONTRACTOR THOROUGHLY WHEN PLANTED AND DURING T11E PlANTING
TI~E PERIOD UP TO fiNAl ACCEPTANCE BY OWNER.
14. lliE CONTRACTOR SHALL NOTIfY T11E LANDSCAPE ARCHITECT Of f.N'( CONFUCT OR DISCREPANCY IN PlANS PRIOR TO
PERfOR~ING f.N'( WORK IN T11E AFfECTED AREA.
15. CONTRACTOR SHAlL CLEAN UP AND REMOVE fROM T11E PREMISES AlL SURPLUS AND DISCARDED tJATERIAlS AND RUBBISH
fROM HIS CONSTRUCTION.
16. AU SHRUBS AND SOD SHAlL BE GUARANTEED fOR NINElY (90) DAYS AFTER FiNAl ACCEPTANCE BY OWNER. ALL TREES
SHAlL BE GUARANTEED fOR ONE (1) YEAR AFTER fiNAL ACCEPTANCE BY OWNER.
17. OWNER AND HIS lANDSCAPE ARCHITECT SHAlL MAKE WEEKLY INSTALLATION OBSERVATION/DIRECTION VISITS. T11E
CONTRACTOR SHAlL UllllZE T11ESE VISITS TO ASK QUESTIONS REGARDING THE INSTALLATION Of PLANT MATERIAlS.
16. FINAL INSPECTION WILL NOT TAKE PLACE UNTIL AlL MATERIAlS ARE PLANTED/INSTALlED CORRECTLY. CONTRACTOR WILL
REQUEST A FiNAl INSPEcnON BY WRITTEN LETTER TO OWNER AND lANDSCAPE ARCHITECT.
19. CONTRACTOR WILL BE NOTIfiED BY LETTER OF FINAL ACCEPTANCE WIT11IN TEN DAYS AFTER FiNAl INSPECTION OR TEN
DAYS AFTER REIN~;:f.CT!~:N SI.IOULD THE L~TER BE NECESSARY.
20. UPON fiNAL NonCE Of fiNAl ACCEPTANCE, THE OWNER WILL ASSUtJE MAINTENANCE AND T11E GUARANTEE/WARRANTY
PERIOD BEGINS.
SPACING VARIES SEE PLAN/SCHEDULE
.
10
BACKFILL MIX
3" MULCH LAYER
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TYPICAL SHRUB PLANTING
N.T.S.
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(3) 1/2" DIAMETER REINFORCED
RUBBER HOSE/ 8" Minimum
(3) FLAGGING TAPE MARKERS
(3) DUCKBILL TREE SUPPORT KITS
INCLUDING ANCHORS AND WIRE SIZED
FOR CALIPER OF TREE
REMOVE TOP 1/3 BURLAP
3" MULCH LAYER
3" WATER RETENllON SAUCER
ROOT BALL SET ;}"-4" ABOVE GRADE
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(Acerage)
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3. ALL DEAD OR DI5EA5ED L.AND5CAPE MATERIAL 5~ALL 6E REMOVED FROM THE 51TE AND
REPLACED WITH 51MILAR HEALT~Y LAND5CAPE MATERIAL.
4. THE EXI5TING IRRIGATION 5Y5TEM 5~ALL REMAIN. THE CONTRACTOR 5~ALL ENeLJRE I~"
COVERAGE OF ALL L.AND5CAPE AREA5.
S. ALL EXI5TING .AND PROP05ED LAND5CAPE AREA5 5HALL RECEIVE A 3' LAYER OF PINE
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.JVIW C I vrc;~ NU I t.~ and REPORT:
Denotes
Denotes
Denotes
Denoted
Denoted
Denoted
Denotes
Denoted
Denotes
Den otes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Field Measurement
Data per Recorded Instrument
Data per Deed
Measured Data
Calculated Data
Page(s)
Official Records Book
Plat Book
Radial Line
Radius
Delta
Arc Length
Chord Length
Chord Bearing
Set Iron Rod & Cap (LB2610) Unless Noted
Chain Link Fence
Catch Basin
Overall
F.I.R.
FPK&D
F,O,P.
F,C.M,
P.C,P.
(XXX)
LB
P,L.S.
C.S,
CONC.
S/W
CL
R/W
OS
F.X,C.
X;X
en,
~
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Found Iron Rod
Found Parker-kalon Nail & Disk
Found Open Pipe
Found Concrete Monument
Permanent Control Point
Corner Marker Designation
Corporate Certificate
Professional Land Surveyor
Concrete Slab
Concrete
Sidewalk
Centerline
Right-Of-Way
Down Spout
Found Cross Cut
Light Pole
Power Pole
Guy Pole/Wire
G, T,E, Marker
1. Use of this Survey by anyone other than those Certified to, will be at their sole risk without liability to the Surveyor.
2. This Survey was made with the benefit of a commitment for Title Insurance by Chicago Title Insuranae Company, A.L T A.
Commitment #509600913MT doted December 4, 1 996. There may be additional restrictions affecting subject property not shown
hereon that may exist in the Public Records of this county.
PVC Denotes
R,C,P. Denotes
F,P.C, Denotes
AC, Denotes
M.O,L. Denotes
1: Denotes
SEC, Denotes
TWP, Denotes
RNG, Denotes
P.O,B, Denotes
p,O,C. Denotes
P.C.E,D, Denotes
CLF Denotes
OHW Denotes
WM Denotes
[Q Denotes
~ Denotes
~ Denotes
-- Denotes
~ Denotes
- GL - Denotes
- RS - Denotes
Polyvinyl Chloride Pipe
rein forced Concrete Pipe
Florida Power Corporation
Acres
More or Less
Plus or Minus
Section
Township
Range
Point Of Beginning
Point Of Commencement
Pinellas County Engineering
Chain Link Fence
Overhead Wires
Water Main
Mitered End Section
Sanitary Sewer Man Hole
Fire H ydran t
Sign
Water Flow
Gas Line
Rain Sewer
~'r-~
r./'
c-o'?<
~5.-'
/V
14.
Standard Parking Spaces
Handicap Parking Spaces
Total Parking Spaces
EXHIBiT
644
14
658
SECTION
=
18,
TOWNSHIP
15. Underground Irrigation System was
not mapped or shown hereon.
STREET
N
~
29 SOUTH, RANGE
PINELLAS COUNTY,
=
=
3. Underground installations and improvements have not been located unless otherwise noted.
19
4. Bearings based upon the North line of the Southeast
40'55"E per the Pinellas County Coordinate System.
6. Subject to a Ten foot (10') water main easement to The City of Clearwater, Florida, per O.R. 9026 Pg. 1442.
This IS a non-plottable easement.
DREW
1/4 of Section 18, Township 29 South, Range 16 East, as being S89.
16. Access to the subject property is by way of
Gulf to Bay Boulevard and is maintained by the
Florida Department of Transportation and also by
Druid Road and is maintained by the City of
Clearwater, Florida and also by Ingress & Egress
Easement per O.R. 8864 Page 1192 and to be
maintained by the "Grantee".
c.
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GULF
TO
BAY ,BLVD.
ROAD
SiTE~
Dept.
SR 60
To Tampa
-~
60
7. All underground utilities shown hereon were taken from Paving, Grading and Drainage Plan, and Sanitary Sewer ana Water
Distribution Plan, Prepcred for Stiles Development Company, by King Engineering Associates, Inc. and from City of Clearwater
Record Utilitity Maps.
N
N
J;.-
DRUID
~
O/A
o 15
~-~.~
30
,
----" "m::I~
17. Elevations shown hereon are based Upon
Pinel/as County En~,ineering Vertical Control Disk
Station "Campus D, being set in the top of a
concrete post that is flush with the ground.
Elevation of 54,634.
\
9. Ingress and Egress easement for refuse and garbage collections to the City of Clearwater, per O.R. 9026 page 1442.
1 D. Legal description per O.R. 8864 Pg. 1180 os provided in the title commitment by Chicago Title Insurance Company.
11. Tree feeder system In the paved areas not located or shown hereon,
SCALE, I" = 30'
r
@>
Denotes Well
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TAMPA
BAY
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16 EAST
FLORIDA
BELlEAIR
ROAD
NORTI-iWEST CORNER OF
THE SOUTHEAST 1/4 OF
SECTION 18-29-16
Found Iron Rod 1"
,:f\
IT
\~ F.C.M. Moorhead
~ S ~ g}:.'~
o .
~Q::. ~ G..r.E. CO.b. Ie Box
'\ ~ ~ ".IR. L82610 "l
" C'[l ... ~ " 1:" ~ VI',,, _
. ~ ~... Cj .r-... 4 VIiW
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- 1"' V- i '. . ~P.Y.C~
3: ~ \ ~ 25' --.; mm... _
:n "\ i I ""'-.. ~,,-' ~ ASPHALT DRI V[WA Y
P ~ \ i---.~---.l----_.~~~.--.I[.r:L9.9tj~~. -L Building Setback Lines
o . 10' ____________ Valve Boxes 1..-/
f"i ~ I S./.R. S, R - ____________../ /"J
~ I 1 ~~:~776 SOl "01 'I 7.W II 00,00' (F) F.L~. . '(Gat.'~ "
Z ~E I , 0.33'S. N01 *01'28-E 100.00" (D) LS.5,776 XI i------------'
I I 0.08'W. 0.19 S. I'
~ I I D.Q9'W. , I
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I 'I (Soulh 100' of Easl 460.24' ) I
I II NOT INCLUDED , ..
: Iii f.dll~
1..---. I x I() aJ
eg I~ XIi I l..fJ
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i 11 ~ {II !~ Building Setback lines
I .~ I .0 x I I Ou tF all
o l:' I . Structure
1'1 0 i
~ ~ '~~:~776 ~ 10' Drainage Easement x FIR ~;
~ a.. r ,1.22:S. O.R. 8864 Pg's 1183-1191 I L8:5776
~ ,~1G.19 w NO~l'17-E 100.00" (F)~ 1.20:S i
~ ~~ N01.01"2S-E 100.0(f7D) - --;; x 0.21'W';; l__.___.._
= r- V \ Zi... ~'~
~ l ;=Lar.--201"Ol'lrW 100.0<r....CF) ~ - 'ZO:~~I,R. ..
~ L~' - sof;of28~ 100.00('0) - ..x ..... . y
, - x 5' CLF
J -x~x-x~x_ x x x x
] ~S01.01'OO-W (R) 5UffiV - - - - "'5OHW-= x ~
- -------i____
12. Building Setbacks:
25' + (25% height greater than 20')
5' and 10' + (25% height greater than
25' + (25% height greater than 20')
Front:
Side:
Rear:
20')
Sunny Grove Mobile Home Park
(Acerage)
13. Subject property appears to be In Zone "X" (Area outside 500 year flood plain) according to Federal Insurance Administration
Flood Insurance Rate Map. Community No. 125096, Panel No.OD 17 - D, effective date August 18, 1992
6~ ~
N01.00"S2-E (o&R) PO 8 ( ) Gate) ~ SOl "OQ"S2-W" 850.00" (D) 1
N01"O' · ( . . . Pa".1 1 '" N \
4 OHW rl 1 20 E F) ~ I ~ ^ ^~"';j 2 OHW .l:l " ;;, (51.....(0))
. r :g I'" 2 OHW - -rL - 2 OHW ~
,..,O_lrrigatlon -43.4 ~ ,~4a.O 47.\>7 "C I r t n ~ ,...., I IV'
. ~~- .."V 5 High Caod liiock WoII ';'" "'. I" " 0 ~ ,iga 'a - kri,ati"" . ..
~ ,"6 - -~..~. ~ ~ .- ~o::L.. . a _~al",Ba' _ a~Val~ 80' r-'-'
.,. 8" P.V.C. ,r.. " " " " " " " " " " " " " , , , " , " , , , " , :... 202:6'" , , , , , :...~ ,_~, " , , " , , , , , _:...~ , , ,G~: ,,,'_
C,O,
'" '" oft
... :: 4 PVC 51.82
"> 1. 52. OJ
51.5J
,.. (~2.48'(D))
.1"-' 40HW
10'
VICINITY MAP
(NOT TO SCALE)
S8S.41"lS-E 834.10" (R) ~
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APPROXIMAlt LOCATION Of' 9~9.44" (0' fl __ '~'-:~&D~~-~;:6 --; , ; =_ C I I L I I
16" WAlER ... W.M. "Curb O.?' -- W.M. ----- , 857.90 (F) oF - ---~---, .--:-~- J;; -. _~ ._-1-'--
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O.R. 1408, Pg. 735
N01"01"28-E 277.00" (OdeR) C/A
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------
of Ingress and Egress Access ~osennent,r
Per O.R. 8864 Pg. 1192
LEGAL DESCRIPTION
A tract of Ie nd lying within Section 18, Township 29 South, Range 1 6 East, Pi nellas County, Florida and being more particula'ly described os follows:
Com mence at the Northwest corner of the Southeast 1/4- of said Section 18 for 0 Paint of Refe,ence; thence South 89'40'55" Eo st along the North line of said
Southeast 1/4 for 834.35 feet; thence leaving said line South 0 roo' 52" West, for 50.00 feet to a point on the South right-of-way line of Gulf To Bay Boulevard (0
100.00 foot right -of -way) and the POINT OF BEGINNING; thence along said right -of-way line South 89'40'55" East for 511.65 feet; thence leaving said line South
01'01 '28" West, for 277.00 feet; thence North 89'4-0'55" West, for 11.20 feet; thence South 01'01 '28" West, for 957.94 feet to a point on the North right-of-way line
of Druid Rood (a 1 00.00 foot right -of-way); thence North 89'18'36" West along said right -of - way line, for 500.21 feet; thence leaving said line North 01'00'52" East,
for 1231.69 feet; to Ihe POINT OF BEGINNING; less the South 100.00 feet of the East 460.24 feet thereal.
LESS and EXCEPT that parcel of land conveyed to State of Florida Department of T ransportetion by Warranty Deed recorded May 17, 1996 in Official Records Book
9346, page 1408, public records of Pinellas County, Florida,
Com mence et the center of Section 1 8, Township 29 South, Range 1 6 East, thence South 89'41 '18" East along the North line of the Southeast 1/4 of so id section
cnd along the centerline of Gulf-to -Boy Blvd. 834.10' to a point, thence Sou th 01'00'52" West 50.0' to the South rig ht -of _ way line of Gu If -to -Bay Blvd., thence
South 89'41' 18" East along said South line 327.46' to the point of beginning, thence continue South 89'41' 18" East 184.20', thence South 01'01'28" West, 30.88 along
a line that is 11.20' East of and parallel with the West line of the Northeast 1/4 of the Southeast 1/4 of said Section 18, thence North 89'41 '18" West 12.67',
thence North 38'40' 1 2" West 25.25', thence North 89'4-1 '18" West 1 08.98, thence North 76'01'23" West 47.63' to the POINT OF BEGINNING.
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PARCEL 3:
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SOl.01 '2B-W (D)
218.08" (D)
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From th e c enter of Section 18, Township 29 South, Range 1 6 East, Pinellos County, Florida, run South 89'4- 1 '18" East along the North line of the
Southeast Oumler of said section and along the centerline of Gulf to Boy Boulevard 834.1 feet to a point; thence South 01'00'52" West 50.0 feet to
the South line of Gulf to Bay Boulevard to the point of beginning of the p,operty herein described; thence continue South 01'00'52" West 280.02 feet
to a poi n I on th e South line of the city limits of Clearwater; thence South 89'41'1 8" East along said South line 50D.41 feet to a point; thence North
01'01 '28" East 3.02 feet to a point; thence South 89'41 '18" East 11. 2 feet to a paint; thence North 01'01 '28" East 277.00 feet to the South line of
Gulf to Day Boulevard; thence North 89' 41 '18" West along the South I ine of Gu If to Bay Boulevard 511. 66 feet to the point of beg inn ing.
------=-
ALSO LESS thot porcet of land conveyed to State of Florida Deportment of Transportation by Warranty Deed recorded May 17, 1996 ,n Official Records
Book 9346, page 1408, public records of Pinellas County, Florida.
I v' .
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NORTHEAST CORNER OF
THE SOUTHEAST 1/4 O~
SECTION 18-29-16 '
Found P.C.E.D.
"-
TOGETHER WITH: an easement for Ingress and egress over the following property:
A tract 01 I G nd lying within Section 18, Town sh ip 29, South, Range 1 6 Eo st, Pinellos County, Florida and being more particularly described as follows:
Commence at Ihe Northwest Corner of the Southeast 1/4 of said Section; thence S.89' 41' 18"E., along the North line of said Southeast 1/4 for
1345.77 leel; thence leaving said line, S.O 1'01 '28"W.. for 50.00 feet to 0 point on the South right -of -way I ine of Gu If _ To-Bay Bauleva rd, said point
also being Ihe POINT OF BEGINNING; thence S89"41 '81 "E., along aforesaid right-Of-way line for 60.00 feet; thence leaving said line, S.Ol'Ol '28"W., for
21 8.08 feet; thence S. 24'02 '29 'W., for 156.52 feet; thence S.O 1'0 1 '00 "W., for 8 74-.86 feet to 0 point on the North right-of -way line of Druid Road;
thence alon'l said line N.89'14'05"W., for 10.00 feet to 0 point on the West line of 0 Florida Power Corporation Right-of-Way as recorded In Official
Records Book 1 408, Page 735; thence along said line the following three courses: N.O 1'0 1 · - o"E., far ~ ')9.44 feet; thence S.89' 41 '18 "E., for 11. 20 feet;
thence N.O 1'0 1 '28"E., for 277.00 feet to the POINT OF BEGINNING.
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PARCEL 1:
OTHERWISE DESCRIBED AS:
From the center of Section 18, Township 29 South, Range 1 6 East, Pi nellas County, Florida, run South 89'41' 18" East along the North line of the Southeast Ouorter of
said section and along the centedine of Gulf to Bay Boulevard 834.1 feet to a point; thence South 01'00'52" West 850.00 feet to the point of beginning of the
property herein described; thence continue South 01'00'52" West 432.48 feet to the North line of Dru id Road (100- foot right-of _ way); thence Sou th 89'14'05" East
o long the North line of Dru id Road 500.21 feet to a point; thence North 01'01'28" East 436.44 feet to 0 point; thence North 89'41 '18" West 500.32 feet to the point
of peg inning, less the South 100.00 feet of the East 460.24 feet thereof, and
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JAN - 6 ?OOo
PLANNING & DEVELOPMENT
SERVICES
CITY OF CLEARWA TER
I ,h7reby certify that th'
minimUm technical IS Boundary Cnd l .
~~o~e~Sion91 Survey~~~nd~~s ~s set fo~th b~atlth~ ~ur~ey meets the
mlOlstratlve Code appers In Ch t lOr/do board 0 f
1~TA~~C~Mlhr ce~lft";SI~~11 I~i, Sectjo~ 472~g27, F~~~:~-6, Florida
c ass A Land Title ssurvey meets the req " 0 Statutes.
N . Urvey. lJIrements of an
I ot valId without the .
FlOrida licensed S signature and the 0 . .
urveYOr and Mo n9tnol
f PPer.
ALSO TOGETHER WITH a non-e,clusive Drainage Easement as created by and set fo,th 'n instrument recorded ,n Official Records Book 8864, Page 1183,
more particularly described as follows:
From the center of Section 18, Township 29 South, Range 1 6 East, Pi nellas County, Florida, run South 89'41 '18" East along (he North line of the Southeast Ouarter of
said section and along the centerline of Gulf To Bay Boulevard 834.1 feet to 0 point; thence South 01'00'52" West 330.02 feet to the South line of the city limits of
Clearwater for the point of beginning of the prop..ty herein described; thence cantin Ue South 01'00'52" West 519.98 feet to a point; thence South 89'41 '18" East
500.32 feet to a point; thence North 01"01 '28 " East 51 9.98 feet to the South line of the city limits; thence No,th 89'41' 18" West 500.41 feet to the point of
beginning, and
A Tract 01 land lying with," Section 18, Township 29 South, Range 1 6 East, Pinel/os County, Florida and being more particularly described cs follows:
Com mence 0 I the Northwest corner of the Southeast 1/4 of said Section 1 8; thence S. 89' 41 '18 "E., along the North line of the Southeast 1/4 of said
Section 18, for 834. 1 0 feet; thence leaving said North line S.O l'OD' 52"W., for 1282.48 feet to a point of intersection with the North right -of _ way line
of Druid Road (0 100 foot rig ht -of -way); thence S.89'1 4' 05" E., along said North right -of -way I ine for 490.21 feet to the POINT OF BEGINNING;
thence leavi ng said North line, N. 01"01 '28 "E., for 1 00.00 feet. thence S.89'1 4'05 "E., for 10.00 feet; thence S.O 1"0 1 '28"W., for 1 00.00 feet to the point
of intersection with the North right-of-way line of the aforesaid Druid Road; thence N .89'14' 05 'W., along sa id North rig ht -of _ way line, for 10.00 feet
to the POINT OF BEGINNING.
CEFJbFIED A
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DESIGNED
DAAMII
CHECKED
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~VJiCROF!CHED
KING ENGINEERING ASSOCIArE~ INC.
Engineers. Planners, Surveyors. Scientists. landscape Architects
Net Acreage Being 13.13 Acres More or Less,
/
CERTIFIED TO:
1. CHICAGO TITLE INSURANCE COMPANY
3. KMART CORPORATION
5. TROPICANA PALMS, LTD. a California Limited
6. BELGRAVIA CAPITAL CORPORATION
and CREDIT SUISSE FIRST BOSTON MORTGAGE CAPITAL L.L.C.
E.W..~.
J.w.K.
J.w.K.
2. BUILDERS SQUARE, INC.
4. SUNDAR CORPORATION
Partnership
./.
III 24945 u.s. 19 N.
_ Clearwater, FL. 33763
(813) 791-1441
CEHTIFICA TE > OF
5010 West Kennedy Blvd.
Suite 200
Tampa, FL 33609
(613) 262 0111
o
O 8406 Massachusetts Ave.
Suite A-2
New Port Richey, FL. 34653
(813) 846 0904
BOUNDARY
.3 12/29/00 Add To .
2 5/06/97 Ad' D po raphlc Locations & Benchmark Note
1 4/24/97 Ad a eed Distances
a Notes, le ols Setb I
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EX. LUMBER STORAGE 34, 750 S F EX, GARDEN SHOP
PROPOSED GARDEN CENTER
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EXISTING PYLON SIGN\ 44
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PROJECT INFORMATION
SITE AREA
THE HOME DEPOT
BUILDING AREA
THE HOME DEPOT
GARDEN CENTER/LUMBER STORAGE
TOTAL
PARKING SUMMARY
RATIO .
REQUIRED
1 SP/200 SF
1 SP/1000 SF
USER
THE HOME DEPOT
GARDEN CENTER
HOME DEPOT RATIO PROVIDED
HOME DEPOT FRONT FIELD PROVIDED
. .e'. .
" ".'
1 SP /245 'SF'
496 SPACES
NOTE: PARKING REQUIREMENTS SHOULD BE VERIFIED' '
ZONING CLASS/FICA TION
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JURISDICTION CITY OF CLE;RWATER
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1. THIS CONCEPTUAL SITE PlAN IS FOR PLANNING PURPOSES "
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CONDITIONS, ZONING, PARKING lANDSCAPE REQUIREMENTS '... ' ,
MUST BE VERIFIED.
2. THIS SITE PlAN IS REDRAWN, BASED ON A SITE P~ BY,,'
"'I , c... ~ . ~ '1<' r '
DRAWING ISSUE/REVISION RECORD'
DATE
10/27/99
11/01/99
11/01/99
11/24/99
11/24/99
NARRATIVE
INITIAL RELEASE
REVISED SITE, ADD INFO
NEW SCHEME WITH REAR CONSTRUCTION
REVtSED Fl-315b .
REVISED Fl-315c
SITE PLANNER
SITE DEV. COORDINATOR
R. E. MARKET
R. E. AGENDA NAME
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