11-12-99
11-12-99
K-MART
26996 US HWY 19 N
SURVEY REPORT
,. UNLESS OTHERWISE STA TED, THE PROPERTY DESCRIPTION SHOWN
hEREON, f1:4S PROVIDED BY THE CL lENT.
2. BEARINGS SHOWN HEREON ARE BASED ON THE RIGHT-OF.WAY
LINE ADJACENT TO THE PARCEL SURVEYED, AS SHOWN ON THE
RECORDED PLA T REFERENCED IN THE PROPERTY DESCRIPTION,
UNLESS STA TED o ThERWI SE.
J. UNDERGROUNO INSTALLATIONS OR IMPROV[VENTS, INCLUDING
BUILDING FOUNDATIONS, HAVE NOT BEEN LOCATED, EXCEPT AS
SHOWN HEREON,
4, ELEVATIONS. IF SHOWN, ARE BASED ON THE NATIONAL
GEODETIC VERTICAL DA TUM OF 1929, fX 5.4' DENOTES
ELEVA TlON IN FEET, ABOVE MEAN SEA LEVEL J.
MAP OF SURVEY
S.
THE PROPERTY SHOWN HEREON IS SUBJECT TO THE RULES,
REGULA TlONS, ORDINANCES AND/OR JURISDICTIONS OF LOCAL,
STA TE AND/OR FEDERAL AGENCIES, THE REOUIREMENTS OF SA 10
RULES, REGULA TIONS, ORDINANCES AND/OR THE L IMI TS OF
SA 10 JURISDICTIONS ARE NOT SHOWN HEREON, UNLESS STA TED
OTHERWI SE,
A part of Section 30, Township 28 South, Range 16 East, Pineffas
County, Florida, being further described as foffows:
K-MART REMA /NOER PARCEL
6.
SUBJECT PROPERTY IS ZONED "c" (COMMERCfAL)
STANDARD BUILOING MINIMUM SET BACK REQUIREMENTS: 25' FROM FRONT
10' FROM SIDE
20' FROM REAR
fl.EXIBLE STANDARD BUILOING MfNlMUM SET BACK REQUIREMENTS: 25' FROM FRONT
0'-10' FROM SIDE
(UPON APPROVAL) 10'-20' FROM REAR
From the center of Section 30, Township 28 South, Range J6 East,.
thence South 00'12'15" East, 50.00 feet, ,along the former center
line of U.S. Highway 19,. thence North 89'55'13" West, 896,89
feet afong the former South right-of-way I,ine of S.R. No. 580 to
the East line of DUNEDIN INDUSTRfAL PARK, as recorded In Plot
Book 64, Page 76, of the Public Records of' Pinellas County.
F lor Ida,' the nee Sou t h 00' 04 ' 47" We s t , 0 Ion 9 the E as t I In e 0 I
said subdivision, 15.00 feet, for 0 point of beginning, thence
along the relbcated south right-of-way line of State Rood No. 580,
South 89'55'13" East, 596.89 feet, thence South 00'04'41"
,We s t, 235. 00 fee t, the nee Sou t h 89 ' S5 ' 13 H E as t, 161. 18 fee t , f 0
the reloca(ed westerly right-of-way line of U.S. Highway 19"
thence along said relocated westerly right-of-way line, the
following thtee (31 courses and dlstancei: (II South 04'28\49"
East, 31.50 feet, (21213.33 feet along the arc of a curve to the
left, said curve having 0 radius of 3265.22 teet and 0 chord of
273.25 feet, which bears South 06'45'20" East,' (31 South
09'41'f5" East, 2.34 feet,' thence leaving sold relocated
westerly right-of-way line, North 89'55'13" West, 199,91 feet,
to the east right-at-way line of Enterprise Rood and East line of
said DUNEDIN INDUSTRIAL PARK,. thence afong said east right-at-way
line, North 00'04'41" East, 546.00 feet, to the point of
beginning.
Containing 8.786 acres (382,132 square feell, more or fess.
TOGETHER WI TH AND SUBJECT TO:
I.} THE NON-EXCLUsl VE EASEMENTS BENEFI TlNG THE THE ABOVE
DESCRIBED PROPERTY,,' AS CREA TED BY INSTRUMENTS RECORDED IN
OFFICIAL RECORDS BOOK 3986, PAGE 85, AND OFFICIAL RECORDS
BOOK 3986, PAGE 91, PUBLIC RECORDS OF PINELLAS COUNTY,
FLORIDA.
2.} OUTFALL DITCH EASEMENT IN FAVOR OF THE STATE OF FLORfDA,
AS SET FORTH IN THA T CERTA IN INSTRUMENT RECORDED IN DEED BOOK
1201, PAGE 211 PUBL IC RECORDS OF PINE/..LAS r:OUNTY, FLORIDA.
(DOES NOT EXTE, ONTO THE ABOVE DESCRIBED f ~ERTY}
3.} DRAINAGE EASEMENT IN FAVOR OF THE STATE ROAD DEPARTMENT
OF FLORIDA, AN AGENCY OF THE STATE OF FLORIDA, AND PINELLAS
COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF FLORIDA, AS
CONTA I NED IN THA T CERTA IN ORDER OF TAKING RECORDED SEPTEMBER
2, 1958, IN OFFICIAL RECORDS BOOK 408, PAGE 138, PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA. (THE NORTH 5 FEET OF THE
PROPERTY AS SHOWN ON THE SURVEY DRAWINGI
4.} EASEMENT IN FAVOR OF THE CITY OF CLEARWATER, FLORIDA, AS
CREATED BY INSTRUMENT RECORDED APRIL 8, 1976, IN OFFICIAL
RECORDS BOOK 4398, PAGE 362, PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA. (AS SHOWN ON THE SURVEY DRAWING}
5.1 TERMS, CONDITIONS, AND PROVISION CONTAINED IN THAT
CERTAIN GRANT OF EASEMENT RECORDED JANUARY 30, 1913, IN
OFFICIAL RECORDS BOOK 3986, PAGE 85, PUBLIC RECORDS OF
PINELLAS COUNTY, FLORIDA. (OFF PROPERTY TO THE SOUTHI
6. I TERMS, CONDI TlONS, EASEMENTS, RESTRICTIONS AND OTHER
PROVISIONS CONTAINED IN THAT CERTAIN CROSS EASEMENT AND
PARKING AGREEMENT RECORDED JANUARY 30, 1973 IN OFFICIAL
RECORDS BOOK 3986, PAGE 91, AS AMENDED BY PROVI S IONS
CONTAINED IN THAT CERTAIN DECLARATION OF EASEMENTS,
CONDITIONS AND RESTRICTIONS RECORDED IN OFFICIAL RECORDS BOOK
10141, PAGE 1933, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
(NON-PLOTTABLE EASEMENTSI
1.1 EASEMENT (N FAVOR OF THE CITY OF CLEARWATER, FLORIDA, AS
CREATED BY INSTRUMENT RECORDED DECEMBER 10, 1974, fN OFFICIAL
RECORDS BOOK 4240, PAGE 1262, AS TRANSFERRED TO THE STA TE OF
FL OR IDA, FOR THE BENEFIT AND USE OF THE S TA TE OF FL OR IDA
DEPARTMENT OF TRANSPORTA TlON BY QUI T CLA 1M DEED RECORDED
DECEMBER 21, 1983 IN OFFICIAL RECORDS BOOK 5666, PAGE 1910,
PUBLIC RECORDS OF PINELLAS COUNTY, FLORfDA. (OFF PROPERTY TO
THE SOUTH}
8. I TERMS, CONDI TlONS, RESTRICTIONS, EASEMENTS, COVENANTS AND
OTHER PROVISIONS AND OBLIGATIONS CONTAINED 'IN THAT CERTAIN
DECLARATION OF EASEMENTS, CONDITIONS AND RESTRICTIONS
RECORDED JUNE 23, 1998, IN OFFICIAL RECORDS BOOK 10141, PAGE
f933, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
(NON.PL.OTTABL€}
9. I T€RMS, CONDI TfONS AND EASEMENTS IN FAVOR OF LOWES'S HOME
CENTERS, INC., A NORTH CAROL INA CORPORA TlON, AS SET FORTH IN
THA T CERrA IN TEMPORARY CONSTRUCTION EASEMENT. AGREEMENT
RECORDED JUNE 23, 1.9-98 IN OFF I C I AL RECORDS BOOK 10141, PAGE
1950, PUBL IC 'RECORDS OF PINELLAS COUNTY, FLORIDA.
(NON-PLOTTABLE /
SURVEY ORDER NO.: 99076
TYPE OF SURVEY: BOUNDARY
DA TE OF SURVEY: APRIL 08, 1999
CERTIFIED TO: IV &: Z PROPERTlES, LTD" AN OHIO LIMITED PARTNERSHIP
PROllfOENT BANK
CCI.IMONWEAL TH LAND TlnE INSURANCE COMPANY
SHEET ONE OF TWO (NOT COMPLETE OR VALID WITHOUT SHEET TWO)
SURVEYOR'S CERTIF leA TE
THE UNDERSIGNED HEREBY CERTIFIES TO THE PROVIDENT BANK, W 8 Z
PROPERTIES, LTD., AN OHIO L IMI TED PARTNERSHIP AND COMMONWEAL TH LAND
TI TLE INSURANCE COMPANY, AS FOLLOWS.'
I. THE DRAWING ON WHICH THIS CERTIFICATE IS CONTAfNED, WHICH WAS
PREPARED BY THE UNDERSIGNED FROM A SURVEY MADE ON APRIL 8, 1999,
(HEREIN THE DRAWING} IS A TRUE AND ACCURATE SURVEY OF THE REAL ESTATE
DESCRIBED BY METES AND BOUNDS DESCRIPTION CONTA INED ON SA 10 DRAWING
(THE "PROPERTY"I AND IS IDENTIFIED THEREON.
2. THE BOUNDARIES OF THE PROPERTY AS DEPICTED ON THE DRAWING WERE
ESTABLISHED BY ACTUAL FIELD MEASUREMENTS AND THE PINS, MONUMENTS OR
OTHER MARKERS WERE SET OR FOUND AS SHOWN. THE DRAWING SETS FORTH THE
AREA OF THE PROPERTY IN ACRES AND SQUARE FEET.
3. THE PROPERTY AS SURVEYED AND DESCRIBED IN THE DRAWING IS CONTIGUOUS
AL ONG IT'S ENTIRE BOUNDARY AND IS ENCL OSED WI TH I N THE PERIMETERS
THEREOF.
4. THE PROPERTY IS A SINGLE CONTIGUOUS PARCEL.
5. THE RIGHTS-OF-WAY LINES FOR STATE ROAD 580 (MAIN STREET!, ENTERPRISE
ROAD AND U.S. HIGHWAY 19 (STATE ROAD 551 ARE COMPLETELY CONTIGUOUS TO
TO THE PERIMETER LINES OF THE PROPERTY ALONG THE ENTIRE RIGHTS-OF-WAy'
AS SHOWN ON THE DRAWING.
6. EACH OF THE RIGHTS-OF-WAY IDENTIFIED IN PARAGRAPH 5, NEXT ABOVE, IS
A DUL Y DEDICATED PUBL IC STREET, ROAD OR HIGHWAY.
7, VEHICULAR INGRESS AND EGRESS TO AND FROM THE PROPERTY IS AFFORDED
VIA CURB CUTS SHOWN ON THE DRAWING.
8. BY THE DECLARA TlON OF EASEMENTS, CONDI TlONS AND RESTRICTIONS, AS
RECORDED IN OFFICIAL RECORDS BOOK 10141, PAGE 1933, PUBL IC RECORDS or
PINELLAS COUNTY. FLORIDA, THERE ARE NO ENCROACHMENTS, OVERLAPS OR
OVERHANGS BY ANY IMPROVEMENTS ON THE PROPERTY ONTO OTHER PROPERTIES O/?
ANY EASEMENT CONTA I NED THEREIN AND THERE ARE NO ENCROACHMENTS, OVERLAPS
OR OVERHANGS BY ANY IMPROVEMENTS ON OTHER PROPERTIES ON, OVER OR ACROSS
THE PROPERTY. IMPROVEMENTS DO ENCROACH INTO OTHER EASEMENTS ON PROPERTY
(MA I NL Y ASPHAL T AND CURB} AS SHOWN ON THE DRAWING.
9. 4LL BUILDINGS, DRIVES, PARKING AREAS AND OTHER IMPROVEMENTS LOCATE)
ON THE PROPERTY AND EX IS TI NG A T THE TIME OF FIELD SURVEY TOGETHER WI Tf
WITH THE SIZE, LOCATION AND TYPE OF IMPROVEMENTS HAVE BEEN ACCURATELV
DEPICTED ON THE DRAWING, INCLUDING SOME DIMENSIONS THEREOF AND THE
RELA TlONSHIP THEREOF TO THE BOUNDARY LINE OF THE PROPERTY. ALL SUCH
IMPROVEMENTS ARE WI THIN THE THE BOUNDARY LINES OF THE PROPERTY CQ
WITHIN ABUTTING RIGHTS-OF-WAY AND MEET ALL KNOWN FRONT, SIDE AND REAR
SF-qACK REQUIREMENTS.
-.~~
10. THERE ARE NO 01 TCHES, STREAMS, RIVERS" GRAVEL PI TS OR OTHER FORAIS
OF EXCAVATION (ACTIVE OR INACTIVE/ OR DRILI!..ING (ACTIVE OR INACTIVE F(.'7
MINERALS, OIL OR GAS VISUALL Y APPARENT ON THE PROPERTY OR EVIDENCE (,1,-
A PRIOR USE OF THE PROPERTY ? ANY OF THE FOREGO/NG.
II. THE DETERMINATION OF PREVIOUS DUMPING OF WASTE OR DISPOSAL
WASTE MATERfALS OR OF EXISTING TOXIC OR HAZARDOUS MATERIALS ON
PROPERTY, IS BEYOND MY PROFESSIONAL EXPERTISE.
, ,-
l ,-
TlfE
12. A COpy OF COMMONWEAL TH LAND TI TLE INSURANCE COMPANY COMMI TMENT NO.
312593 (THE COMMITMENT! HAS BEEN RECEIVED AND REVIEWED, AND AIL
EASEMENTS AND RIGHTS-OF-WAY CONTAINED THEREIN EXISTING ON THE EFFECTlIE
DA TE OF SA 10 COMMI TMENT AFFECTING THE PROPERTY ARE ACCURA TEL Y DEPICTED
ON THE DRAWING WI TH CORRESPONDING RECORDING REFERENCES TO T\fE
INSTRUMENTS CREATING THE EASEMENT OR RIGHT-OF-WAY. OTHER THAN SHOWN t)N
THE DRAWING OR REFERENCED THEREON, NO OTHER EASEMENT OR RIGHT-OF-W4 Y
WHICH MAY BE DISCLOSED IN THE AFORESAID COMMITMENT AFFECTS TlfE
PROPERTY.
13. A PHYSICAL EXAMINATION OF THE PROPERTY REVEALS NO APPARENT USE OF
THE PROPERTY FOR PATHWAYS, DRIVEWAYS OR ROADWAYS FOR WHICH THERE ARE NO
RECORDED EASEMENTS.
14. ALL KNOWN BUILDING SET BACK LINES CREATED, RESERVED OR IMPOSED BY
ALL PUBLIC AUTHORITIES HAVING JURISDICTION OVER THE PROPERTY OR BY ~NY
INSTRUMENTS REFERRED TO IN THE COWl TMENT HAVE BEEN DEPICTED ON THE
DRAWING. THE CLEARWA TER MUNICIPAL SERVICES ZONING DEPARTMENT AFFII?MS
EXISTING BUILDING IS LEGALLY CONFORMING TO SET BACK REQUIREMENTS
"AS IS".
15. THERE IS A UTILITY AND A TELEPHONE POLE THAT PROVIDE SERVICE TO THE
PROPERTY ON THE WEST LINE OF THE PROPERTY.
16. STORM SEWER, SANI TARY SEWER, ELECTRIC SERVICE, TELEPHONE SERVICE,
GAS SERVICE AND PUBL IC WATER SERVICE ARE AVAILABLE ON THE PROPERTY AND
ALL OF SAID SERVICES ARE PROVIDED VIA PUBLIC RIGHTS-OF-WAY OR RECORDED
PERMANENT EASEMENTS THEREFOR (WHICH EASEMENTS ARE GRAPH I CALL Y DEPICTED
ON THE DRAWING} AS TO LINES FOR SA 10 SERVICES WHICH ARE OFF THE
PROPERTY.
11'. THE PROPERTY IS NOT LOCATED WITHIN A FLOOD PRONE AREA PER THE
FEDERAl., EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP
COMMUNITY-PANEL NUMBER 125096 0005 0, MAP REVISION DATE AUGUST 19,
1991. MAP INDEX DA TE AUGUST 18, 1992.
18. THE SURVEY OF THE PROPERTY AND DRAWING REFLECTING SAME HAVE BEEN
MAOE' IN ACCORDANCE WI TN TlfE' -MINIMUM STANOARD DETA IL REOUIREMENrs FOR
LAND TI TLE SURVEYS" JOINTL Y ESTABL I SHED AND ADOPTEO BY THE AMERICAN
LANO: TITLE ASSOCIATION AND AMERICAN CONGRESS ON SURVEYING AND MAPPING.
19. THE PROPERTY IS LOCATED WITHIN THE CITY OF CLEARWATER, COUNTY OF
PI NELLAS AND THE S TA TE OF FL OR I DA.
20. ALL OTHER INFORMA TlON SET FORTH ON THE DRAWING I S TRUE AND CORRECT
TO ESTABLfSHED REQUIREMENTS.
DATE..
APRIL 2.1,'
SEcnON 30, TOWNSHIP 28 SOUTH, RANGE 16 EAST
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CARTWRIGHT &- CHITTUM, INC.
CERTIFICATE 0;' AUTHORIZATION NUMBER LB-6358
9310 N. 16TH STREET, SUITE 203
TAWA, FLORIDA 33612
fB13/ 931- TOT9
I HEREBY CERTIFY THAT THE SURVEY REPRESENTEO HEREON MEErs THE
"MINIMUM TECHNICAl:. STANDARDS' FOR LAND SURVEYING IN THE STATE
OF FLORIOA.. CHAPTER 6101 T- 6, FLORIOA AOMINI STRA TI VE COOE.
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JERR R. CARrrYRlGHT
SURV YOR ANO MAPPER NlftolfBER LS-4525
NOT VALlO V/THOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND HAPPER.
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EAST LINE OF DUNEDIN INDUSTRIAL PARK
(PiA T BOOK 64, PAGE 76) EAST R/W LINE
SURVEY ORDER NO.: 99076
TYPE OF SURVEY: BOUNDARY
DA TE OF SI./RVEY.. APRIL 08, 1999
CERTIFIED TO: W &- Z PROPERTlES, L TV, AN OHIO LIMITED PARTNERSHIP
PRO VlDEN T BANK
COMI,IONI~"EAL m LAND nnE INSURANCE COMPANY
SHEET ntV OF TmJ (NOT COMPLETE OR VALID mmOUT SHEET ONE)
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STA TE ROAD .580
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POIN T OF COMMENCE MEN T
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(C) N. 89"55'50" W. 897.07'
FORMER SOUTH R/W LINE OF S.R. 580
CONC. WALK
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(ORB 408, PACE 138)
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SEE PLANTING
DETAIL
IUJu~UUUUUlllllll1illJJJillllilllillllllUllllL
NON-POROUS
SOIL
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6" DIAMETER
DRAINAGE CHANNEL
PLANT1NG MIXTURE
POROUS
SOIL
DRAINAGE TESTING/DRAINAGE CHANNEL REQUIREMENT~
PRIOR TO PLANTING PITS SELECTED FOR TESTING SHALL BE TESTED IN THE
FOLLOWING MANNER:
A. DIG EACH PLANTING PIT TO THE MINIMUM SPECIFIED SIZE,
B. FILL PLANTING PIT TWELVE INCHES (12") OF WA(TE)RIOUIRFSTHTIE'EWDARTEARINALGEEYE,Ls
DROPS FOUR INCHES (4") OR MORE WITHIN FOUR 4 I ." ,
SUFFICIENT AND DRAINAGE CHANNEL IS NOT REQUIRED. IF HOWEVER, THE
WA TER LEVEL DROPS LESS THAN FOUR INCHES (4") WlntlN THE FOUR (4) HOUR
PERIOD, A DRAINAGE CHANNEL IS REQUIRED.
C WHERE REQUIRED, niE DRAINAGE CHANNEL MUST EXTEND DOWN THROUGH
. THE NON-POROUS SOIL AND INTO POROUS SOIL. (SEE DETAIL)
D. ALL MATERIAL REMOVED FROM THE DRAINAGE CHANNEL SHALL BE
DISCARDED.
E. 'MiEN BACKFILLING PLANTING PITS WlTIi PLANTING MSIOXTUIL RMEI'X CTA1~EE SMAUMSET
BE TAKEN TO KEEP THE CONSISTENCY OF 111E'
THROUGHOUT THE PLANTING PIT AND DRAINAGE CHANNEL.
TYPICAL
PLANTER ISLAND
NOT TO SCALE
DRAINAGE CHANNEL DETAIL
"
,
SHRUGS/GROUND COVER
NOT TO SCALE
ACCESS DRIVE
TREE
NOTE:
TURF AND/OR MULCH IS TO BE INSTALLED SO
AS TO BE FLUSH WITH TOP OF ADJACENT CURB.
CONCRETE CURB
ASPHALT PAVING
SOD AND/OR
SHREDDED BARK MULCH
~6" LAYER OF TOPSOIL
SUBSOIL
PARKING SPACE
SOD/MULCH AT CURB
ISLAND
LANDSCAPING
TYPICAL
NOT TO SCALE
PALM PLANTING DETAIL
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lEE WITH PLUG
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45' BEND & SMALLER
P EDGIE OF CROSSCUTrENC" WID'"
~RE1E mRUST SLDCK f ,_ _
90. BEND FI1~NG ~ Y
, /3 f.oCHT rF 'mi..ltllK
TREE PLANTING DETAIL
III
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rM.V1'f..D [1-l'(.1t TO ltCSl~~
Af un N.AN lS H^ Vf.: SUM
IHS1AUID, [JOl f'\..ANl SIl."l.L
at rHUt.:O r~ \ft*1Jrt),tITV.
o',t nvRl),P aM rR~ KP
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Nlt.fIJ"( z. DUP LA'1f.A OF
MILCH 10 CO\IER EN 11RE
pl,".UT [J[J:). \W:.T DO"M'f TO
5T>'Il~UIE.
THRUST BLOCK DETAILS
N,T.S
TYPICAL SHRUB PLANTING DETAIL
---_._~------_._.
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CD 30" EXCAVATION OF SUBGRADE
CD
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FLAN1ING DETAIL
SOD - SEE f)LAN T LIS T
FOR TYPE AND VARIETY
CD ASPHAL T PAVING
(1) CONCRE lE CURB
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TOP OF curm
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^LL PIPING ^NO FITTINGS
FOil V^LV[ SIZES 11;2"
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LOCAL COOl;
WIRING M^Y BE IIHH^LLED DlflEC TlY
INTO PIPE TRENCHES WHERE POSSIBLE
TYPICAL TnENCHING DETAIL
--- M,\ I N LINE
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NIPPLES, TYPIC^L
REMOTE CONTROL VALVE
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1-01
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3. mE ENTIRE SYSTEM TO BE INSTALLED li~ COMPLI,'HC::: I'I1m iU LOCAL
CODES. "CONTRACTOR TO SUPPLY AND !NSTAL:~;,l1_ CHECK VALVES.
BACKFLOW PREVENTORS. PERMITS, ETC. AS REQUiRED d.Y TI1ESE CODES EVEN
IF THOSE ITEMS ARE NOT SHO'M-l ON DRAW\h!G:-;.
4. ALL SLEEVES UNDER ASPH~LT PAVEMENT TO 3E 8UHIED '24" BEW/( PAVEMENT
SURFACE. All SLEEVES UNDER S'CEWAU<S TO 8E 8IJk:ED J"-12" OELOW WALK
SURF ACE.
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IRRIGATION NOTE~
PLANTING.. NOTES
1
SLEE VE
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1. ALL PIPE NOT SIZED 10 BE '/;.. CLi\SS 112(:;,-160 P.~.:.\ P,V,C.
2, ALL SLEEVES AND MAIN ut~E TO 8E SCHED'.'U:: ~O P. Y,C. PIPE.
1. ALL MATERIALS ARE TO BE FLORIDA K' OR BETTER. INSTALLED ACCORDING TO
THE HIGHEST NURSERY STANDARDS,
2 MULCH IS TO BE 100~ SIIREDDED CYPRESS. GRADE "A". INSTALLED A MINIMUM
or 2" THICK IN ALL PLANTING AREAS, MULCHED PLANTING BEDS SHALL BE A
MINIMUM OF ~')" WIDE AND SHALL BE CONTINUOUS WHERE PLANTING5 ARE
PROPOSED,
90 DEGREE
ELL (Tl'P)
18" FOR NON-PRESSURE LA1ER^L
24" FOR MAIN LINE
3, ALL AnEAS MAFI\EO SOD ON TIlE PLANS, SHALL BE SOODEO I'/ITI1 95r. 'M:ED-rREE
S 1. AUGUS lINE "fLORA TAM" SOLID SOD. SOD SHALL BE INSTALLED WlTI1
nGHT JOINTS, BOLLED, AND FERTILIZED, NUTRIENTS SHALL BE ADDED TO THE
SOIL AS PER SOIL TES TltW RESULTS.
4. BAHIA SOllO SOD SHALL BE USED ON ALL AREAS SO MARKED AS IN SWALES,
RIGHT-Of-WAYS. DISTURBED AREAS. on onlER AREAS SUBJECT TO EROSION.
5. MAIN LINE LOCATION IS SHO\',N SHDAATiCALLY. I'.'EliREVER POSSIBLE
LATERAL LINES ARE TO OE 8UR~'EO iN COMMON TRENCH W111~ "t\;N UNE.
DET AIL
TYPICAL SLEEVE INS-rALLATION
6. ALL LOW VOLTAGE WU,ING TO BE HI~. DiRECT I.NRi.'-L'NIRE.
5. GRASS SEEDED AREAS SHALL MEET FLORIDA STATE DEPARTMENT OF
TRANSPOIHA liON STANDARDS,
7. ALL SPRAY HEADS OR NOlZLES Ii~ PLA1NiNG BEDS 10 8E PLACED ON RISERS
(SCHEDUU::.40) Of APPROPR!ATE HEIGHT TO PlAN:W::; AND RI~ERS TO BE
PAINTED. COLOR TO MATCH Hr::AD OR NOZZLE COLOR,
~~ ~
8. ALL HEADS IN OPEN LAWN APEAS 'TO 9( MOUN''!;:\) ON SWING JOiNTS.
.~."., ~,
9, ALL WORK TO BE DONE IN GOOD WO:'<KMAN liKE MANNER AND
ACCORDANCE ~TH THE ~,Y\:':UF ACT',)PE~'S RECOI,H~ENOA TIONS.
Imy .
11. ALL;U~Eh LOCATIONS ARE N-'r'ROXIMi\TE, CONm',CTOR TO' ADJUST
TRENC~i)~O IN FiELD FOR E'(ISWJG COt-DIT;Cf'.!S, ?LANmWS At\ID.,
STRUCTURES. ,,:r!,lW
12. HEAD LOCATIONS ARE APPRO/<l:AATE. CONTRACTOfi TO MAINTAiN 100r.
COVERAGEil'/lTIi APPROXIIAA lEI. Y 5Dr. OVERLAP ""1""J,! MINOR HEAD LOCA TIN
CHANGES ARE NECESSARY DUE TO FIELD ccti;C!''lONS. .'
13. ALL ELECTTRCAL WORK NOT LOW VOLTAGE iN N,~ruf"i: is NOT PART
IRRIGA 1101'1 CONTRACT.
14. CONTRACTOR SHALL BE RE.SPCHSEiBLE FOR WE Loc,l\:n0N AND EXISTENCE
OF ALL UNDERCROUND UT1U-:-lf.S. CON1RACTori SHIILL VE.RIFY UTILITiES IN
TTiE; FILED.' CON'iHACTCR SHAI.L BE RESP0NSiE!LE FOR:1-Ir:: PROTECTTON AND
MAINTENANCE AND ANY DAMA(:[ TO EX!S,l~lC U nU'~TS OR ST~.iCT\JRES,
'.1 ~.'- i ::~. , " ,~.,
15, mERE SHAll BE " O~IE (1) YEAR I:;lJARAN~IE ON All P.II!'fI"S ,~:~D ,~'Nf.'.;'.:TY (gO':!,.
DAY GUARANTEE ON LABOR fFlOM.:rIE DATE OF. FINAL ACCE?TAI~~~:XJ![:;
. "'~);t";'
16 AT mE END OF 90 DAYS FORM THE DAlE OF ACCEPTANCE, 1l-lE CONTRACTOR;1:;;,
SHALL CHECK AND ADJUST (iF NECESS,""RY) THE ENTiRE SYSTEJ...(~.:i:
..:..,J~,f;/,
17. CONTRACTOR SHALL MARK STATIONS ON THE CONTROLLER PANEL TO~1~;;
CORRESPOND Wlm mE ZONE NUWERS ON TH!S PL~N AND SET OPERATING:~~'~
SEQUENCE TO CORRESPOND TO THE NUMBERING,.
18. ALL SLEEVES UNDER ASPHALT OR WALKS TO 13<: INSTALLED PRim TO PAW<j
IN5T ALLA 1101015.
19. CONTRACTOR SHALL BE RESPO;.lSi8LE Fo;~ AU. P'JMP(S) AHD WELLeS)
20. IRRIGATION CONTRACTOR IS TO \'ERiFY ALL DRAW,NGS AND CHECK FOR
DISCREPANCIES AND BRiNG TO THE ATTENTlON OF THE LANDSCAPE
ARCHITECT PRIOR TO COMMlNCING IMTH l1..;E WORK.
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NO r 10 SCALE
I NOTE: VALVES UP TO 2" DIA. SHAll HAVE IAALLABLE/ APPROVED GflEEN PLASTIC, ROUND
. IRON TEE HANDLES. VALVES LARGER THM~ VALVE BOX, \'II LOCKlr~G COVER,
2' SHALL HAVE SOU^RE OPERATING NUTS. MARK G.V. Y1I2" WHITE LETTERS
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6, LANDSCAPE CON TRAC TOR IS TO LOCATE AND VERIFY ALL UN DERGROUND
UTILlTlES PRIOR TO BEGINNING Tl~E WORK. THE LANDSCAPE ARCHITECT
SHALL NOT BE RESPOI~SIBLE FOR ANY DAMAGE TO UTILITY OR IRRIGATION
UtlES,
7. LNIDSCAr'E COI~ rRACTOR IS TO VERIFY ALL DRAWINGS AND CHECK FOR
DISCREPN1CIES AND 8HING 111EM TO T HE ATTENTION OF T1IE LANDSCAPE
ARClll1ECT PRIOR TO COMMENCING I'I1n1 TIlE WORK.
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8, TIlE PLANl MA lE.RIALS SCHEDULE IS PROVIDED FOR mE CONVENIENCE OF
TTIE LAlmSCAPE CONTRACTOR, SHOULD mERE BE ANY DiSCREPANCY,
PLAtlTlNG F'LANS SHALL TAKE PRECEDENCE OVER TIlE PLANT LIST.
10. NO S\JBSlll1JTlONS WILL BE MADE AT THE TIME OF BIDDING OR CHANGES OF
ANY KIND. SO AS TO PROVIDE FOR FAIR COMPARISONS. NO fURTl-lER
CHAt~GES ARE TO ME BADE WITHOUT PRIOR CONSENT OF THE LANDSCAPE
ARCIIITEC r,
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11, 100% AUTOMATIC IRRIGATION SYS1EM IS 10 8E INSTALLED ACCORDING TO
TI IE IRRIGI TION PLAN AND SPECIFlCA nONS WI ni A MiNIMUM 50% OVERLAP.
ALL IRRIGI\ TlON AND ELECTRICAL LINES ARE TO BE LOCATED AT Tl-lE
PERIMETER OF ALL PLANTERS Nm/OR PLANTING AREAS,
12. ALL BUILDlllG MA TERI^LS AND LABOR ARE TO CONFORM TO TilE SOUTIiERN
BUILDING CODE AND ALSO TO ALL LOCAL CODES THAT HAVE JURISDICnON.
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FINISH GRADE
- 11 r lE S 1 Z E GAT E
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NIPPLE
13. ALL PERMIT AND VARIANCE APPLlCAnON ARE 10 BE MADE BY THE
CON TRACTOR.
14. PRIOR TO THE "~ST ALLA TION or TlIE IRRIGA nON SYS1EM, A WATER TEST IS TO
BE CONDUCTED ON TilE WATER SOURCE TO DETERMINE PH.. IT IS THE
RESPOt~SI8IUTY OF THE LANDSCAPE CONTRACTOR TO NOTIFY THE
LAH[)SCAPF~ ^RCHI1ECT IF TIlE RESULTING WATER PH. REQUIRES AMENDING
PLAIIT SELEC1l0NS OR MODIFYING WATER SOURCE,
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15, PRIOR TO CONSTRUClION OF PLANTTI~G BEDS, ALL AREAS ARE TO HAVE SOIL
TESTS CONDUCTED TO DETERMINE PH. AND FERTILITY. IT IS THE
RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO AMEND THE SOIL TO
MEET AOf.QUA1E FERTILITY AND PH, FOR CORRESPONDING PLANT
MA TERIALS,
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16. PRIOrl TO THE LAND CLEARING STAGE, T1iE CONTRATOR SHALL CLEARLY
MARK AI~Y TREE, TREE GROUPS OR SHRUBS TO BE MAINTAINED IN THE
PROXIMITY Of ANY AREA WHERE LAND CLEARING EQUIPMENT IS TO BE
OPERA TEO, TIlE M^,~KINGS SHALL REMAIN IN PLACE DURING CONSTRUCTTON.
SAID EQUIPMENT SHALL BE OPERATED IN A MANNER AS OT NOT INJURE OR
DESTROY THREE (3) FEET IN HEIGHT SHALL BE FORMED A MINIMUM RADIUS OF
SIX (6) FEET mOM THE BASE OF TIiE TREES OR SHRUBS. AND mE DEVELOPER
SH^LL NOT CAUSE OR ALLOW TIiE CLEARING OF EQUIPMENT OR MATERIAL
WlTIilN nlE DRIP UNE or ANY TREE OR GROUPS OF TREES TO BE MAINTAINED.
NEITHER SHALL HiE DEVELOPER CAUSE OR ALLOW TIiE DISPOSAL OF WASTE
MATERIAL, SUCH AS PAINT, OIL SOLVENTS, ASPHALT, CONCRETE, MORTAR OR
OTlIER Mil. If.RIALS HARMFUL TO T}lE UFE or A TREE I'I1n-IIN THE DRIP LINE Of
ANY TREE OR GROUPS OF TREES. NO ATTACHMENT WIRES (OTIiER TI1AN
PR01ECT'OI~ GUY WIRES), SIGNS. OR PERMITS MAY BE FASTENED TO A TREE,
17. REMOVE ALL TAGS FROM INSTALLED PLANT MATERIALS.
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21. IRRIGATTON CONTRACTOH IS HI:SPONSI8LE FOR A FINAl. FINISKm WORKING
IRRIGA nON SYSTEM. \.'
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.MAIN SHUT-OFF VALVE ASSEMBLY
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FINlSlI GRADE
18. PLACE lEI<RA SORB UNDER TI1E ROOT BALL OF ALL PLANT MATERIALS.
19. ALL TREES ARE TO BE GUYED WlTHING "OUCKBILL" ANCHORING SYSTEMS OR
AN APPROVED EQUAL.
20. ALL 1REE CALIPERS ARE TO BE MEASURED ACCORDING TO LOCAL CODES AND
ORDINANCES.
21. ALL QUEsnONS CONCERNINGll1E PLAN AND/OR SPECIFICATIONS ARE TO BE
DIREC1ED TO TilE LANDSCAPE ARCHITECT, (904-677-4486)
22, ALL PLANf MATERIAL TO BE GlJARANTEED FOR A PERIOD OF NOT LESS TliAN
ONE (1) YEAR FROM TIlE TTME Of FINAL ACCEPTANCE. ALL REPLACEMENTS TO
BE MADE W1l1 liNG TWO (2) M.EKS OF CONTRACTOR NOTIFlCA nON,
I'IN'
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~'~'\" 1
h. 4.A - = - D/2 MAX,
10' MIN.! ~_ UNDISTURBED
TYPICAL SECTION
TRUST BLOCK SIZES (MINIMUM) TRENCH
PIPE 91J BEND 45' BEND 22 1 IX BEND 11 f7~' BEND -PUNs&" lEES -MellOR
DlAME1ER 81:ARING MEA B1:ARING MEA B1:ARING AREA BEARING "REA BEARING AREA OUTSIDE AREA MAXIMUM MINIMUM
(INCHES) SQUARE flET SQUARE flET SQUARE fEET SQUARE fEET SQUARE FEET SQUARE fEET WIDDi ~OVER
~-- 1--'--- f--'--
't 0.5 0.5 0.5 0,5 0.5 f--'-~:L- ~1L- -~
S' 1.0 1.0 1.0 1.0 1:0- 1.0 18" yj'
4" 1.2 1.0 1.0 1.0 TO-- 1.0 i~ -W-
rg- --- z,g----"" _-0._
f5' 2.6 1.5 1.0 1.0 -~:!- I-JO'
fl' 4.7 2,5 1.3 1.0 3.~ -~!..- --ir- ~
-- 2ft _:..-
10" 7.3 4.0 ,-~2 1.0 _~,L- 5,6 36"
12" 10.4 5.7 2.9 1.5 ~.~~ -a:Z-- -ir- -3~
14" 14,2 7.7 rr- ~.O- 10.1 -1 rr--- -W-- -r-
------- ~.S_ '3'-:-- -sr-
16" 18,5 10,0 5.1 f-~~ 1J.l
18" . 23.4 ~p 6.5 3.3 16.6 ~.L- 32" 3?-
--- Jr- 3~
20' I 26.9 15.7 8.0 4.0 20.5 22,6
24" 41.6 22.6 11.5 5.8 29.5 32.~ 36" 36'
.,
BASED ON 150 P.S.1. INTERNAL PIPE P'RESSURE N1D 2500 P.S.F. SOIL BEARING VALUE
NOTES
1. llmUST BLOCK BEARING AREAS SHALL BE POURED AGA.lNST UNDISTURBED GROUND. WHERE THE.NCH WALL HAS BE.E.N DISTURBED,
EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDI~STUR8r.o GROUND.
2, JOltns SHAU. BE WRAPPED WITH VISQUEEN PRIOR TO CONCRE lE BEING PLACED,
3. EXTE.ND TIIRUST BLOCK FULL LENGT1~ OF rtTTINGS, JOI~\jT SH^LL NOT BE COVERE.D BY TImUST BLOCK.
4. ALL THRUST BLOCKS rOR PLUGS SHALL HAVE A BENT REINFORCIt~G BAR CAST IN PLACE 10 FACILlTA1E CONCRE1E REMOVAL.
S, TImUST BLOCKS SHALL BE USED IN COMBINATlON, AS REQUIRED, TO SUIT TIlE SFEClflC FilliNG ARRAI'JGEMENT,
6. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHAI.L BE PROVIDED WlIERE STNlOAROTliRUST BLOCKING IS NOT SUITABLE.
AND/OR SOlL RESISTANCE IS LESS THAN 2000 P,S,I.
7, BEARING APEA BASED ON AN II~TERN^L PIPE PRESSURE or 150 PSI. AND ^ SOIL BEARING C^PAC11Y or 2500 PST,
SPRAY HEAD/
POLY ELL-
POL Y PIPE:
(lENGTH AS REQUIRED)
POL Y ELl~, ...:]
PVC Tf.E~Ll_ '
:: L:~^L~;:~-~
SJ:~_RA'L_ilEAQ
INSTAlLAflON DErAIL
Nor TO SC^LE
FINIS!' GRADE
~V~rrrrtF
FINISH GRAOE
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DESCRIP110~_.,___~~~=---'--=r~'~y
REVISIONS
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3/4" POLY ELL
SPRA Y HEAD
REV.
_~_~~___~UIiIit~~~;"=:'.~~~~~:". .'.'_.
GE^RED ROlORr-
3/4" STRE.ET Ell
pve ",^IER^L UNEY .
pve
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--1-_________
3/4" SCHED. 80 NIPPLE
(LENOnl AS REQUIRED)
3/4" STREET ELL
,3/~" POLY E.Ll
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PVC LA lERAL L1tlF.:--
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lttSfALLAlIOH DETAIL
Nor TO SC^LE
--~
INSTALLAlION DErAIL
NOT 10 SCALE
DRAFTED BY:
DA TE PREPARED: ,-{'iJ. '
_..---_...._._._-"~..._~~..
RMR CMfCK~~, BY: ..' '.. ,i8$~:!
SHEET LA-4 OF 4. ".1:,;". '
DRAWING 196023
DESIGNED BY: JBS
SCALE: AS NOlED
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