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July 24, 2000
C I T Y 0 F C LEA R W",A5~;E R
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PlANNING & DEVELOPMENT 5ERV/C~'~~1Jl!lS:I~~::~ ';
P= Om", &x 4748, C'-'ARwA'Y'~,F'~~;~_~8 ~ ',,'~ ~~::
MUNICIPAl SERVICES BUILDING, 100 SOUTH MYR~k{\vr.~'1~~TF~,Fl~A~3o/i12~'~:" !
TElEPHONE (727) 562-4567 ;~ilFAX'z~~562a:576~ ;-:5 : "'}_ "l~', 'I'
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Mr EdWin Parsley, Jr
2325 9th Street
5t Petersburg, FL 33704 t: .. .,
RE Development Order regardmg case F~ 18524 US 19 North
~
Dear Mr Parsley
ThIs letter constitutes a Development Order pursuant to 5ecl1on 4-206 D 7 of the
CommuOlty Development Code
On July 18, 2000, the Commumty Development Board reVIewed YOur applIcatIon for a
self-storage establIshment wlthm the Commercia' Dlstnct WIth a' reductIon 10 required
parkmg spaces from 135 spaces to 40 sP~as a ComprehensIve Infill Redevelopment
Project 10 the CommefCIal DIstnct Based on the appJlcatron and the staff
recommendatroll, the Boacg found that the Proposal,s m comphance WIth the standards
and cntena for FleXIble Development approval, the m3XImwn development potentral
standards, and ComprehensIve Infill Redevelopment Project cnlena and all other
apphcable standards of the Commumty Development Code The Commumty
Development Boatd granted approval of the apphcat,on subject to the follOWIng
condItIOns
BRIAN J AUNGST, MAYOR-CO,ltllISSJOl\'fR
I B JOHI\'SON. VIGE i\1t,"rOR-CO~f~llSSION[R
ED HART, COMMIS~IONt.R @l
. EQU<\I FMPLQYMENT A.I\IO AnIRJ'vfATlVl AUla\[ tMPIO'rTR"
BOI) CL~RK COM\Il~SI(lNfR
ED HOOPER CO"lM1SSJONfR
I) That proof of Umty of T.t1e be sublfl1lted pnor to the ,ssuance of any
permIts,
2) That the fmal desIgn and color of the buddmgs be consIstent WIth the plans
as submitted, Includmg the stucco as an extenor fiOlsh,
3) That slgnage comply wlth Code,
4) That oak trees, crape myrtles, and VIburnum hedge be planted along the
west SIde ofbUlJdmgs # 3 and 5, as shown on the landscape plan, and
5) That the desIgn of the south SIde of buddmg # 3 and north SIde of bwldmg
# 5 be conslstent wlth the west elevatlOns of those bUlldmgs
O"lF CITY ONE FlJTURr
----_L
'~
Parsley
July 24, 2000 - Page 2
\1
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Pursuant to SectiOn 4-407, an applicatiOn for a building pernut~~~~!rbe>Ij1'{t~\~~n,? ",,"
year of Flexible Development approval and all reqUIred certlfi~~test0'f 6?tlJP:~t}f!.V:.~~;a:<b;?:'i '~',l
~ ,~'" " 'r! I.. . J;;X:~ re.;:..,. ,~
obtained Within one year of the date of Issuance of the date of-t&'tfiejbu11~ ~II~,_ r~.~ ;:.:It,''',,
frames do not change WIth SuccesSIve owners The Commuril:&j:Q'Jy,~liiiJe~'B~\~~aj , .' '~f
grant an extensIOn of tIme for a penod not to exceed one year~aj1~ '~;.: ,~lhf!i.S~qli? . :!
penod ofvahdlty .. - \~..,~ 9~~;:"~r
"1- ~ .,...e ~...
""lC'1 'A '.".0, -,..
1:. V .1-....11'.,....
Please remember that a bulldmg perrmt and unpact fees will be 're~,if~b~~,,,,
constructiOn of the pro) ect Should you have any questIOns, please \~~CfJI1i'\Ifk: ~Ba:rt;;y~..f-fl,r
P lanner at 5 62~45 5 8 '~?'t~~'r';~/i .i$"}
- '~::" ~~r;',vt<< ~.,'1)"
~~~~!-="
V ery truly yours,
~ 6ktfu
Gerald FIgurski, Chairman
Community Development Board
S Ie D B1FLEX1Pendmg Apphcar10nslUS j 9 j 8= SelfStoragelUS 19 18= Development order doc
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18514 U.S. 19 NORTH. A CONDOMINIUM. INC.
(CONDO PLAT BOOiK 113. PAGE 34)
tp J' i ! LeCher Profession I Center DRIP LINE' 18514 US 19 .
Frank Kun LeCher Professional Center
22067 US 1 N Cody Enterprises Clearwater LTD (19/29/16/25385/000/0100)
C""~,l". Fl. 33765 ~ M;~"ri A~ L "'Ch" P"'.",,,,, C."""
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(19/29/16/00000/440/0100 & 0510)
McDonald' Restaurant Operations Inc.
c/o Juan lIIas
5393 Ehrlich Rd
Tampa. Fl. 33625
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SITE PLAN APPROVED
CASE # .fL--/'iJ ,o-;-oq ~A1JMA~~
CASE TYPE f1~~~ /~'Jt:-'v.,.,-- -.. 0--
DRC DATE uro
COB DATE =-
SIGNATURE' . u CU
DATE 1 J /PI / dO
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18562 US 19
(19/29/16/00000/440/0200)
Leonard A. &: Barbaro B. McCue
1400 North Shore Dr. ne
St. Petersburg. Fl. 33704
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F"ULL DRIP LINE: F"OR PINES
INTERIOR LANDSCAPING REQUIREMENT
TOTAL PAVEMENT VEHICULAR
USE AREA:
MINIMUM
1"X2"
29,000 SF
TOTAL REQUIRED INTERIOR
LANDSCAPING:
2/3 OF" THE DRIP LINE
F"OR HARDWOODS
2 :3 DRIP LINE
I MINIMUM I
j-=4'-5"~
29,000 X 10% = 2,900 SF~
TOTAL INTERIOR LANDSCAPING
PROVIDED: 3,300 SF
HARDWOODS
TREE BARRICADE DETAIL
GENERAL NOTES FOR PLANTING
1.
2.
3.
4,
5.
DO NOT .~Lll;l'" ~IR. POCKETS TO FORM\oIHEN BACKFILLING,
SOAK IMMEDIATEL Y\oIITH \oIATER FOLLo\olING PLANTING.
MAINT AIN THE ORIGINAL GRADE OF THE TREE BASE,
SCARIFY BASE OF PLANT PIT TO A DEPTH OF 8' MINIMUM.
DO NOT BREAK ROOTBALL.
SOIL PLANTING MIXTURE (MIX ONSITEl
THE LANDSCAPE CONTRACTOR SHALL FURNISH FROM HIS SOURCE A GOOD CLEAN, LOAMY,
DARK TOPSOIL \oIHICH SHALL MEET THE APPROVAL OF THE LANDSCAPE ARCHITECT.
THIS TOPSOIL SHALL BE. USED FOR THE SOIL PLANTING MIXTURE AS FOLLo\olSI
A. T\oIO-THIRDS PARTS TOPSOIL.
B. ONE-THIRD PART PEAT MOSS.
THE SOIL MIXTURE "'ILL BE USED THROUGHOUT THE ENTIRE SECTION OF EACH
PLANTING AREA TO A DEPTH CONSISTENT \oIITH THE ROOT DEVELOPMENT OF
THE PROPOSED PLANT MATERIAL.
ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN
THE LOCALITY OF THE PROJECT,
ALL PLANTS SHALL BE FLORIDA #1 DR BETTER, ALL PLANTS SHALL BE TYPICAL
OF THEIR SPECIES DR VARIETY AND SHALL HAVE A NORMAL HABIT OF GRo\olTH.
THEY SHALL BE SOUND, HEALTHY AND VIGOROUS, \oIELL-BRANCHED AND DENSELY
FOLIATED \oIHEN IN LEAF, THEY SHALL BE FREE OF DISEASE AND INSECT PESTS,
EGGS DR LARVAE. THEY SHALL HAVE HEALTHY, W'ELL-DEVELOP~D ROOT SYSTEMS,
SUBSTITUTIONS. W'HEN PLANTS OF A SPECIFIED KIND DR SIZE ARE NOT
AVAILABLE, A REASONABLE SUBSTITUTION MAY BE MADE UPON REQUEST IN \oIRITING
BY THE LANDSCAPE CONTRACTOR, IF APPROVED BY THE o'w'NER OR HIS REPRESENTATIVE.
SIZE' ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED IN THE
PLANT LIST, EXCEPTIONS ARE AS FOLLOW'S.
PLANTS LARGER THAN SPECIFIED IN THE PLANT LIST MAY BE USED IF APPROVED
BY THE O\olNER DR HIS REPRESENT A TIVEJ BUT, USE OF SUCH PLANTS SHALL NOT
INCREASE THE CONTRACT PRICE. IF THE USE OF LARGER PLANTS IS APPROVED,
THE SPREAD OF ROOTS DR BALL OF EARTH SHALL BE INCREASED IN PROPORTION TO
THE. SIZE OF THE PLANT.
AS PER THESE DRA\oIINGS, AND SPECIFICATIONS, THE 'HT." (HEIGHT> OF
PROPOSED PLANT MATERIALS, UNLESS OTHER\oIISE SPECIFIED,. SHALL MEAN THE
ACTUAL DISTANCE AS MEASURED FROM THE SOIL STRESS MARK ON TRUNK OR BASE
OF PLANT TO THE TOP ELEVATION OF THE PLANT,
LANDSCAP,E SPECIFICATIONS
\oIORK UNDER THESE SPECIFICATIONS SHALL CONSIST OF PREPARATION OF PLANTING
AREAJ FURNISHING AND PLANTING ALL PROPOSED NE\oI PLANT MATERIALS SP.ECIFlED....
HEREIN AND AS SHO\olN ON THE DRA\oIINGS, INCLUDING BUT NOT LIMITED TO
FINISHED GRADING, FURNISHING TOPSOIL AND SPREADING SEEDING, STAKING,
\oIATERING, PRUNING, FERTILIZING, MULCHING, AND LAYING SODJ AND
MAINTENANCE AND PROTECTION OF PLANTS UNTIL FINAL ACCEPTANCE BY O\olNER.
THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PLANTS SHO\olN ON THE
DRA\oIINGS, AS SPECIFIED, AND IN QUANTITIES LISTED ON THE PLANT MATERIALS
LIST.
THE o\olNER SHALL HAVE THE RIGHT TO REJECT ANY AND ALL \oIORK AND MATERIALS
\oIHICH, IN HIS OPINION, DO NOT MEET THE REQUIREMENTS OF THE PLANTING
PLAN, DETAILS, AND THESE SPECIFICATIONS.
NO SUBSTITUTIONS SHALL BE MADE TO THE PLANTING PLAN, DETAILS, DR THESE
SPECIFICATIONS \oIITHOUT THE EXPRESSED \oIRITTEN CONSENT OF THE o\olNER OR HIS
REPRESENT A TIVE.
THE LANDSCAPE CONTRACTOR SHALL STAKE ALL PLANT MATERIAL LOCATIONS FROM
THE PLANTING PLAN PRIOR TO INSTALLATION FOR APPROVAL BY THE O\olNER OR HIS
REPRESENTATIVE,
ALL PLANTING BED AREAS SHALL BE FINE GRADED BY THE LANDSCAPE CONTRACTOR,
THE LANDSCAPE CONTRACTOR SHALL EXAMINE THE SOILS OF ALL PLANTING AREAS
PRIOR TO SUBMITTING BIDS FOR THE SUIT ABILITY TO SUSTAIN HEAL THY PLANT
GRO\olTH AS CALLED FOR ON THE PLANTING PLAN, DETAILS, AND THESE
SPECIFICA TIONS.
SURFACE OF ALL AREAS TO BE GRASSED SHALL BE PREPARED FOR PLACEMENT OF
SEED DR SOD BY LANDSCAPE CONTRACTOR ACCORDING TO SPECIFICATIONS.
UPON COMPLETION OF THE LANDSCAPE CONSTRUCTION W'ORK, THE LANDSCAPE
CONTRACTOR MUST THOROUGHLY CLEAN UP THE PROJECT SITE.
ALL PROPOSED PLANTING AREAS FOR TREES, SHRUBS, AND
GROUNDCOVERS SHALL BE TOP DRESSED \oIITH A MINIMUM OF THREE (3) INCHES OF
MULCH SPREAD UNIFORMLY IN DEPTH OVER THE PLANTING BEDS AS DELINEATED ON
THE PLANS,
ALL PLANTS, UNLESS OTHER\oIISESPECIFIED, SHALL BE NURSERY GRo\olN STOCK,
AND SHALL COMPLY \oIITH ALL REQUIRED INSPECTIONS, GRADING STANDARDS, PLANT
REGULATIONS AND REQUIREMENTS FOR MEASUREMENT, BRANCHING AND CULTURAL
PRACTICESJ AS SET FORTH IN THE FLORIDA DEPARTMENT OF AGRICULTURE 'GRADES
AND STANDARDS FOR NURSERY PLANTS', PART I AND II, INCLUDING REVISIONS AS
DETERMINED BY THE STATE PLANT BOARD OF FLORIDA,
....,
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IRRIGATION NOTE:
A lOOY. COVERAGE IRRIGATION SYSTEM SHALL BE INSTALLED ?DR ALL LANDSCAPE
AREAS. AND MAINTAINED AS A FULLY FUNCTIONING SYSTEM IN ORDER TO PRESERVE
THE LANDSCAPING IN HEALTHY GROUND CONDITION,
TYPICAL REOUIRED PROlECTlVE BARRIER
WITHIN THE UNINCORPORATED AREAS OF PINELLAS COUNTY
WHY A BARRIER ?
1. TO PROTECT ALL ABOVE-GROUND PORTIONS OF TREE FROM MECHANICAL DAMAGE
2. TO t'ROTECT SOIL NEAR TREE FROM COMPACTION.
3. PROVIDES PHYSICAL AND MENTAL AWARENESS OF TREES' PRESENCE TO
EQUIPMENT OPERATORS,
WHY IT WORKS
1. NO HEAVY EQUIPMENT ALLOWED INSIDE BARRIER; ONLY HAND LABOR.
2. NO CONSTRUCTION MATERIAL OR TEMPORARY SOIL DEPOSITS ALLOWED .INSIDE AREA.
BY OB~ERVING THESE TWO SIMPLE PRINCIPLES, A TREE'S CHANCE FOR SURVIVAL IS
GREATLY ENHANCED.
SPECIFICA 1l0NS - WOOD BARRIER .
1. MINIMUM RADIUS TO BE PROTECTED:
A, HARDWOODS - 2/3 OF DRIP LINE OR 6', WHICHEVER IS GREATER.
B. PINES - DRIP LINE OR 6' WHICHEVER IS GREATER.
2. MINIMUM 3' IN HEIGHT.
3. METHOD OF ERECTION (SEE DIAGRAM):
FOUR CORNER UPRIGHTS OF NO LESS THAN 2" X 2" LUMBER WITH HORIZONTAL
MEMBERS OF NO LESS THAN 1" X 2" LUMBER.
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OR: UPRIGHTS SPACED AT 4'- 5' INTERVALS OF NO LESS THAN 2" X 2" LUMBER
WITH HORIZONTAL RIBBONING AT THE TOP AND 12" BELOW THE TOP.
4. BARRIERS TO BE ERECTED AROUND REMAINING TREES BEFORE CONSTRUCTION OR
NEARBY TREES ARE REMOVED.
5. BARRIERS TO REMAIN It{ PLACE UNTIL ALL PAVING, CONSTRUCTION AND HEAVY
EQUIPMENT IS OUT OF ~~[,\.
NOTE TO CONTRACTOR:
TREE BARRICADES & EROSION CONTROL MEASURES
REQUIRED TREE ~ARRI~~DES AND EROSION CONTROL MEASURES MUST REMAIN
INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO
MAINTAIN THESE BARRiCADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY
I NCL UDE C IT AT IONS P.ND JOR PERM I T REVOCA T ION AS PROV I DED BY ORD I NANCE
#90-16 (AS AMENDED BY ORDINANCE # 90-59).
,
ANY QUESTIONS OR ADVICE CAN BE OBTAINED FROM THE DEPARTMENT OF ENVIRONMENTAL
MANAGEMENt. TELEPHONE: 462'-4761
0')
LANDSCAPE PLANT MATERIALS
,....
SYMBOL
QUANTITY
NAME
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QUERCUS VIRGINIANA
LIVE OAK
200
LANTANA CAMARA
/GOLD LANTANA
LC
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(J)
.
:J
616
SANDANKWA VIBURNUM
VIBURNUM SUSPENSUM
SV
RI
RHAPHIOLEPSIS INDICA/
DWARF INDIAN-HAWTHORNE
MAGNOL1A'GRANDIFLORA
MAGNOLIA
320
MG
14
LIT
LAGERSTROEMIA INDICA
CREPE MYRTLE
12
MULCH
CYPRESS MULCH
SOD
13,500 SF
PASPALUM NOTATUM "ARGENTINA"
ARGENTINA BAHIA
LANDSCAPE LEGEND
4"
o
EXISTING TREE SIZE
-@
QUANTITY
ABBREVATION (BOTANICAL NAME)
SIZE
SPACING
REMARKS
MIN. 12' TO 14' HT.
BALLED & BURL LAPPED
MIN. 4" CALIPER
AS SHOWN
FULL BRANCHING SPECIMUM
M I IN . .1 GAL.
18" O.C.
M IN. 1 8" HT .
3 GALLON
i3'-0" O.c.
M IN. 18" HT.
3 GALLON
MIN. 12' - 14' HT.
BALLED'& BURLLAPPED
MIN. 4" CALIPER
MIN. 8' - 10' HT.
30 GALLON
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~
1~2 ' -6" o. C .
I,
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'AS SHOWN
FULL BRANCHING SPECIMUM
/$ SHOWN
MULTI BRANCHING SPECIMUM
MIN. 2-3 CANES
MIN. THREE (3) INCHES
OVER ALL SHRUBS &
GROUNDCOVER BEDS AND
TREE P ITS UNLESS
OTHERWISE NOTED ON
PLANS.
NO GAPS, STAGGERED JOINTS AS SHOWN
FIRMLY MATTED ROOT
. FilE COpy
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Sheet No.
C-8
US HIGHW AY 19 NORTH AND NURSERY ROAD
i .
CITY OF CLEARWATER, PINELLAS. COUNTY, FLORIDA
FOR
2325 9TH STREET NORTH
ST. . PETERSBURG, FLORIDA 33704
(727) 896-7575
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PROJECT, LOCATION .-,
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T BAY
SECTION 19 TOWNSHIP .29S RANG~ 16E
PINELLAS COUNTY. FLORIDA
LOCATION MAP
PLANS PREPARED BY
TAMPA BAY ENGINEERING, INC. .
Civil Engineering Tronsportation En vironmeFl tal Planning
, CLEARWATER . TAMPA 0
18167 U.S. 19 Nortfi. 102 W. Whiting Stree~
Suite 550 Suite 400
3505 (813) 221-0048
...
INDEX OF SHEETS
SHEET NO.
C-1
C-2
C-3 (BY OTHERSI
C-4
C-5
C-8
C-8
G-9
C-10
C-11
: ~.
>.- '\
DESCRIPTION
COVER 'SHEET
GENERAL NOTES
BOUNDARY AND TOPOGRAPHIC SURVEY
DEMOLITION PLAN
SITE PLAN
PAVING & GRADING PLAN
LANDSCAPE & UTILITY PLAN
'DETAILS
UTILITY DETAILS
UTILITY DETAILS
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TESTING REQUIREMENTS >- I
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1. COMPACTION (DENSITY TESTS) - BACKFILL SHALL BE TESTED AS EACH LIFT IS PLACED I 0 0
"'* "
(12" MAX.) FOR EACH 100 LF OF PIPE TRENCH OR 2,000 SF OF SURFACE AREA ON-SITE. N N '"
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PINELLAS COUNTY TESTING FREQUENCY REQUIREMENTS.
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GENERAL NOTES
30. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WA lERING AND
FERTILIZATION AND CONTRACTOR SHALL BE IN ACCORDANCE WITH CHAPlER 166,
PINELLAS COUNTY LAND DEVELOPMENT CODE AND SHALL BE RESPONSIBLE FOR
. MAINTAINING THESEAREAS UP TO AND INCLUDING THE INITIAL MOWING.
1. ALL WORKMANSHIP AND MATERIALS USED IN THE CONSTRUCTION OF THfS PROJECT
SHALL CONFORM TO FOOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION," LATEST EDITION, AND THE. LATEST (LOCAL. JURISDICTION
STANDARDS), UNLESS OTHERWISE INDICA TED. THE MORE STRINGENT SHALL BE
APPLICABLE.
2. THE LOCATIONS AND SIZE OF THE EXISTING UTILITIES AS SHOWN. ON THE PLANS ARE
APPROXIMA TE ONLY. HOWEVER, THERE IS NO GUARANTEE THAT ALL EXISTING
FACILITIES HAVE BEEN FOUND OR SHOWN. THE CONTRACTOR IS FOREWARNED TO
ASCERTAIN AND DETERMINE PRECISE LOCATIONS PREPARATORY TO EXCAVATING AND
ALSO FAMILIARIZE HIMSELF WITH ALL VOLTAGES CARRIED IN OVERHEAD OR
UNDERGROUND UTILITY SERVICES.. NO CLAIM FOR EXTRA COST SHALL BE MADE
AGAINST THE OWNER OR ENGINEER AS A RESULT OF THE AFOREMENTIONED .
APPROXIMATIONS. THE CONTRACTOR SHALL LOCATE EXACTLY ALL UTILITIES THAT
CROSS THE PROPOSED UTILITIES PRIOR. TO CONSTRUCTION.
3. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VE~TlCAL DATUM (OR
AS INDICATED ON SURVEY).
4. THE CONTRACTOR SHALL NOTIFY THE ENGtNEER, THE OWNER, THE COUNTY PWD AND
ALL UTlUTY COMPANIES AT LEAST 48 HOURS BEFORE BEGtNNING CONSTRUCTION.
CONTRACTOR SHALL CALL "SUNSHINE STATE ONE CALL" 1-800-432-4770 A MINIMUM
OF 2-DAYS AND A MAXIMUM OF 5-DAYS PRIOR TO START OF CONSTRUCTION.
31. INSTALL BENDS ON WATER MAINS AS NECESSARY IN ORDER TO AVOID CONFUCT(S)
WITH PROPOSED OR EXISTING FACILITIES.
32. CONTRACTOR IS ADVISED TO FAMILIARIZE HIMSELF WITH THE OVERALL SCOPE OF
WORK TO BE PERFORMED PRIOR TO SUBMITTING A BID.
33. WATER/SEWER CLEARANCE REQUIREMENTS
VERTICAL CLEARANCE AT CROSSINGS:
GRAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE
LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN
THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE, THE
CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS AND WATER
JOINTS WILL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS
THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH
SEPARATION CANNOT BE MAINTAINED, THE SEWER SHALL BE CONSTRUCTED OF
DUCTILE IRON PIPE (DIP) FOR 20 FEET CENTERED ON THE POINT OF
CROSSING.
HORIZONTAL SEPARATION BETWEEN PARALLEL LINES:
GRAVITY SEWERS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY
FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE
MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO
MAINTAIN A 10 FOOT SEPARATION, THE WATER MAIN SHALL BE INSTALLED IN
A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE
SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOTTOM OF THE
WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND
THE WATER AND SEWER JOINTS SHALL BE STAGGERED.
NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL.
SEPARATIONS AS STIPULATED ABOVE. THE DEPARTMENT OF ENVIRONMENTAL
REGULATION (OER) MAY ALLOW DEVIATION ON A CASE-BY";CASE BASIS IF
SUPPORTED BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION
MUST BE OBTAINED PRIOR TO CONSTRUCTION.
5. SUB-GRADE DENSITIES IN THE RIGID PAVEMENT SECTION SHALL BE TAKEN FOR EVERY
.1,000 SF OF SURFACE AREA.
6. IN ADDITION TO THESE REQUIREMENTS, FULL COMPLIANCE WITH THE GEOTECHNICAL
REPORT PREPARED BY DRIGGERS ENGINEERING SERVICES INC. IS REQUIRED.
EROSION AND SILTATION CONTROL
1. 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 SEWER 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 BE RE-SODDED 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 OUST FROM
SUCH STOCKPILES MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE
EXPECTED LENGTH OF TIME. THE STOCKPILES WILL BE PRESENT. IN. NO CASE SHALL
ANY UNSTOCKPILED MATERIAL REMAIN AFTER THIRTY (30) CALENDAR DAYS.
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
WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION.
4. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS,
SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO
TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT
PROPERTIES, OR INTO EXISTING BODIES OF WATER, MUST BE INSTALLED,
CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM
DISTURBANCE, AS A FIRST STEP IN THE LAND AL TERA TlON PROCESS. SUCH SYSTEMS
SHALL BE FULLY OPERATIVE BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS.
EARTHEN STRUCTURES INCLUDING BUT NOT UMlTED TO BERMS, EARTH FILTERS, .
DAMS OR DIKES SHALL BE STABIUZED AND PROTECTED FROM DRAINAGE DAMAGE
OR EROSION WITHIN ONE WEEK OF INSTALLAllON.
5. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING
FROM THE SITE SHALL BE SODDED WITHIN THREE (3) DAYS OF EXCAVATION.
6. UNDERGROUND UTILITY CONSTRUCTION: 11~E CONSTRUCTION OF UNDERGROUND
UTILITY LINES AND OTHER STRUCTURES SHALL BE DONE IN ACCORDANCE WITH THE
FOLLOWING STANDARDS:
A. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPEN AT ANY ONE
TIME;
8. WHEREVER CONSISTENT WITH SAFETY AND SPACE CONSIDERATION,
EXCAVATED MATERIAL SHALL BE CAST TO THE UPHILL SIDE OF TRENCHES.
TRENCH MATERIAL SHALL NOT BE CAST INTO OR ONTO THE SLOPE OF ANY
STREAM, CHANNEL, ROAD DITCH OR WA TERWA Y.
7. MAINTENANCE: ALL EROSION AND SILT A llON CONTROL DEVICES SHALL BE CHECKED
REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED. OUT AND/OR
REP AIRED AS REQUIRED.
8. EROSION AND SILTATION CONTROL SHALL BE IN ACCORDANCE WITH THE
. REQUIREMENTS OF SECTION 102, 103 AND 104 OF THE FOOT, "ROADWAY AND
TRAFFIC DESIGN STANDARDS".
9. REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. ENCROACHMENT INTO OR FAILURE MAINTAIN THESE EROSION
CONTROL MEASURES CAN RESULT IN ENFORCEMENT ACTION WHICH MAY
INCLUDE CITATIONS AND/OR PERMIT REVOCATION.
10. THE. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH AND COMPLY WITH A
REQUIREMENTS OF THE EPA NVPDES PERMIT FOR THIS PROJECT
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5. ALL UNDERGROUND UTILITIES MUST BE INSTALLED BEFORE BASE AND SURFACE ARE CONSTRUCTED.
6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHA lEVER MEANS
NECESSARY TO CONTROL AND PREVENT EROSION AND TRANSPORT OF. SEDIMENT TO
SURFACE DRAINS AND TO DITCHES DURING CONSTRUCTION. SEE EROSION AND
SILTATION CONTROL NOTES FOR ADDIllONAL INFORMATION.
7. ALL PIPE LENGTHS ARE PLUS OR MINUS.
8. PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURES OR FITTINGS.
PIPE MEASUREMENTS FOR MITERED END SECTIONS ARE TO END OF PIPE.
34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF ALL SANITARY
SEWER MAINS AND WATER MAINS IN ACCORDANCE WITH CURRENT STANDARDS OF
LOCAL JURISDICTION. CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION, THE ENGINEER
AND THE OWNER OF HIS AUTHORIZED REPRESENTATIVE AT LEAST 48 HOURS IN
ADVANCE OF PERFORMING TESTS.
35. THE CONTRACTOR SHALL PROVIDE CERTIFIED STORM WATER RECORD DRAWINGS,
SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR PRIOR TO CERTIFICATION BY THE
ENGINEER. THE RECORD DRAWINGS SHALL SHOW FINAL. GRADES AND LOCATIONS ON ALL
STORM WATER FACILITIES INCLUDING THE STORM WATER POND, DRAINAGE STRUCTURES, BERMS & SWALES.
THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS
TO THE ENGINEER FOR THE PURPOSE OF CERTIFYING THE STORMWA TER MANAGEMENT SYSTEM.
36. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED
AND SEALED BY A PROFESSIONAL LAND SURVEYOR PRIOR TO CERTIFICATION BY THE ENGINEER.
THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL UTlUTlES INCLUDING
THE SANITARY SEWER, WATER AND PRODUCT PIPING. THE CONTRACTOR SHALL PROVIDE TEN
COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER.
37. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL
ENGINEERING INSPECTION AND CERTIFICATION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO HAVE PROPERTY CORNERS WHICH HAVE BEEN LOST DURING CONSTRUCTION .RE--ESTABLISHED
BY A PROFESSIONAL LAND SURVEYOR.
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9. CONFUCTS BETWEEN WATER, STORM, SANITARY OR UNDERDRAIN SYSTEMS ARE TO
BE RESOLVED BY ADJUSTING THE NECESSARY LINES. AS DIRECTED BY THE ENGINEER.
1 o. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. SPECIAL
PRECAUTIONS MAYBE REQUIRED IN THE VICINITY OF POWER UNES AND OTHER UTILITIES.
11 . THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SAFETY.
12. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES ;
OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
13. ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000
PSI (28 DAY STRENGTH).
14. ALL DISTURBED GRASSED AREAS SHALL BE RESODDED WITHIN 72 HOURS UNLESS
OTHERWISE INDICATED.
15. CONTRACTOR TO RESTORE ALL AREAS DISTURBED BY HIS OPERATION TO THEIR
ORIGINAL OR BETTER CONDITION.
16. ALL PARKING STALL DEUNEATlONS ARE TO BE 4" PAINTED LINES PER FOOT SECTIONS 710
AND 711. USE FOOT APPROVED TRAFFIC PAINT AND METHOD OF APPLICATION.
,
38. WORK SHALL NOT COMMENCE UNTIL ALL PERMITS REQUIRED FOR THE. SUBJECT PORTION
OF THE WORK ARE OBTAINED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL
REQUIRED PERMITS AND/OR. EVIDENCE OF COMPLIANCE WITH APPLICABLE REGULATIONS
ON SITE AT ALL TIMES DURING THE EXECUTION OF WORK. SPECIFIC PERMITS MAY BE
REQUIRED FOR THE INSTALLATION OF POTABLE WATER LINES, SANITARY SE:WER LINES, .
STORM WATER PIPES, ETC. TREE BARRICADES AND EROSION SILTATION CONTROL MUST BE
INSTALLED AND IMPLEMENTED PRIOR TO COMMENCING CONSTRUCTION.
17. CONTRACTOR TO PROVIDE FOOT STANDARD TRAFFIC ARROWS IN ALL DRIVEWAYS AS
DIRECTED BY THE OWNER.
18. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL IN.SPECTlON OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL
UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE
INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH
THE PLANS, THE CONTRACTOR SHALL BE ,RESPONSIBLE FOR CALLING THE ENGINEER
AND REQUESTING A CLARIFICATION OF PLANS PRIOR TO DEMOLITION.
39. CONSTRUCTION SHALL PROCEED SUCH THAT ALL STORMWA TER F ACIUTlES WITHIN A WATERSHED
AREA ARE IN PLACE AND OPERA TlOHAL PRIOR TO CONSTRUCTION OF IMPERVIOUS SURFACES
WITHIN THAT AREA.
40. ALL UTILITIES (INCLUDING STORM WATER FACILITIES) SHALL BE. KEPT IN OPERATION EXCEPT WITH THE
EXPRESS WRITTEN CONSENT OF THE UTILITY OWNER. IT SHALL. BE THE. CONTRACTOR'S RESPONSIBILITY
TO PRESERVE EXISTING UTILITIES AND ANY AND ALL DAMAGE TO EXISTING UTILITIES AS A RESULT OF
THE CONTRACTORS ACTIONS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.
. 41. CERTAIN AREAS OF THE PROJECT WILL BE DESIGNATED BY THE OWNER FOR THE CONTRACTOR TO
PROVIDE SEPARTE BILLING TO THE OWNER.
19. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILITY
CONNECTION POINTS PRIOR TO STARTING CONSTRUCTION AND SHALL IMMEDIATELY
NOTIFY THE ENGINEER AND OWNER OF ANY DISCREPANCIES FOUND.
20. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED ROAD
CROSSING PERMITS, AND OTHER CONSTRUCTION PERMITS NOT FURNISHED BY THE
OWNER, PRIOR TO THE START OF ANY CONSTRUCTION.
21. WATER MAINS 410 AND LARGER SHALL BE PVC AND CONFORM TO AWWA C-9oo
STANDARDS, UNLESS OTHERWISE NOTED. FITTINGS SHALL BE C.I. OR 0.1.
MECHANICAL JOINT. WATER MAINS SMALLER THAN 410 DIAMETER SHALL MEET THE
REQUIREMENTS OF ASTM 02241, UNLESS OTHERWISE NOTED. PVC FITTINGS MAY BE
USED ONLY UPON THE APPROVAL OF THE ENGINEER.
PINELLAS COUNTY RIGHT-OF-WAY CONSTRUCTION NOTES:
1. ALL PROPOSED WORK MUST COMPLY WITH FOOT INDEX NO. 700.
2. ALL RIGHT-OF-WAY INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES
REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL
3. ALL PROPOSED WORK MUST COMPLY THE PINELLAS COUNTY UTlUTY
ORDINANCE 92-63 AS. AMENDED BY 94-38, PINELLAS COUNTY SITE DEVELOPMENT
ORDINANCE 92-62 AS AMENDED BY 94-37, AND PINELLAS COUNTY ACCESS MANAGEMENT
ORDINANCE 90-13, AS AMENDED BY 92-58 AND MINIMUM TESTING FREQUENCY REQUIREMENTS
4. , SIGNS AND BARRICADES TO BE ACCORDING TO FOOT MANUAL OF SAFE PRACTICES, REFERENCE
! FOOT INDEX NOS. 600 THRU 650 AND 17349 PER ROADWAY AND TRAFFIC DESIGN STANDARDS
LATEST EDITION OR PINELLAS COUNTY INDEXES 100 THRU 116. A MAINTENANCE. OF TRAFFIC
PLAN MUST BE. SUBMfTTED AND APPROVED BY PINELLAS COUNTY TRAFFIC ENGINEERING PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION WHENEVER ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET:
A. STREET IS CLOSED TO THRU-TRAFFlC FOR PERIODS EXCEEDING 15 MINUTES
B. ONE PHYSICAL LANE SUPPORTS 2-WAY TRAFFlC MOVEMENT
C. TRAFFlC LANE(S) NORMALLY DESIGNATED TO HANDLE MOVEMENT IN ONE DIRECTION
ARE BEING RECHANNELLED TO ACCOMMODATE AN OPPOSING MOVEMENT
5. PLACE EXPANSlONJOINTS WHERE 4, AND 6 INCH SIDEWALKS ABUT.
6. DISTURBED AREA WITHIN THE RIGHT-OF-WAY WILL BE COMPACTED TO 100%
OF THE MAXIMUM DENSITY AND SODDED.
7. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%)
8. EXISTING ROADWAY PAVEMENT IS NOT TO BE OPEN CUT OR DISTURBED.
9. THE CONSTRUCTION OF PAVEMENT WITHIN PINELLAS COUNTY RIGHT-OF-WAY MUST . MEET
THE FOLLOWING CRITERIA: ASPHALTIC CONCRETE: PC -1 (2"),BASE: 8" COMPACTED
TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, SUBBASE: 12" TO LBR 40
10. ALL 'DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN
PINELLAS COUNTY LAND DEVELOPMENT CODE, CHAPTER 154 SITE DEVELOPMENT AND PLATTING;
AND/OR, RELATED ORDINANCES
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22. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-
76, CLASS fII, WALL "B". UNLESS OTHERWISE NOTED. ALL RCP WITH LESS THAN
2' OF COVER SHALL BE CLASS "FOUR.
23. SANITARY SEWER SHALL BE PVC AND CONFORM TO THE REQUIREMENTS OF ASTM
03034, SDR 35, C-76, UNLESS OTHERWISE NOTED.
24. WATER MAINS SHALL BE INSTAlLED WITH 3610 MINIMUM COVER.
POST ~OPTlONS: 2"x4" OR
2-1/2 MIN DIA WOOD; STEEL
1.33 LBS/FT MIN)
18 OZ NYLON REINFORCED
PVC FABRIC (300 PSI TEST)
25. ADJUSTMENT OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER
METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL
BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED.
26. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES)
THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE
ROADWAY, SHALL BE COMPACTED IN ACCORDANCE WITH FLORIDA D.O.T. STANDARD
SPECIFICATIONS, SECTION 125-8.3, LATEST EDITION.
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27. TOPOGRAPHIC INFORMATION BASED UPON. SURVEY PREPARED BY
LR PENNY AND ASSOCIATES
EXISTING GRADE
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28. SPECIAL CARE IS TO BE TAKEN SO THAT PROTECTED TREES REMAIN UNHARMED
DURING CONSTRUCTION. IN ANY EVENT, . NO TREE(S) SHALL BE REMOVED UNLESS
DESIGNATED FOR REMOVAL ON THE PLANS.
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29. INDEX NUMBERS REFER TO FLORIDA DEPARTMENT OF TRANSPORTATION ROAD
DESIGN STANDARDS, LA TEST EDITION.
PLAN
FUGITIVE DUST CONTROL NOTE
THE CONTRACTOR SHALL TAKE ALL REASONABLE MEANS TO ELlMfNATE THE TRANSPORT
OF DUST FROM THE PROJECT SITE. SPECIAL MEASURES, SUCH AS PERIODICALLY APPLYING
WATER TO THE WORK SITE TO PREVENT DUST SHALL BE INCORPORATED INTO THE
CONTRACTORS. WORK PLAN.
ANGLE FIRST STAKE
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C. FRED DEUEL AND ASSOCIATES. INC,
1620 - 1 ST AVENUE NORTH
ST. PETERSBURG. FLORIDA 33713
TELEPHONE: (727) 822 -4151
CERTIFICATE OF AUTHORIZATION L.B, # 107
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GATE VALVE I N.811'42'27"W. ell.Oo'(RO
GUY WIRE I
INCORPORATED
IRON PIPE I
IRON ROD
UCENSED BUSINESS I
~~~U~~bE I'
MANHOLE
MEAN HIGH WATER UNE I
MASONRY
~L~Drn~ I
NATIONAL GEODETIC VERTICAL DATUM I
NUMBER
OVERHEAD WIRES I
OFFICIAL RECORD BOOK I
POINT OF CURVE
PAGE I
POINT OF BEGINNING I
POINT ON CURVE
POINT ON UNE I
POINT OF TANGENCY I
RADIUS
~~~%~CED CONCRETE PIPE I
RANGE I
~~HT OF WAY I
SANITARY I
SECTION ,
SQUARE FEET
STATE ROAD DEPARTMENT I I
TOP OF BANK I
TOE OF SLOPE
TOE OF SLOPE 1
i~~~~~MER ... _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Jr-
UTIUTY POLE FOUND IRON ROD
WOOD FENCE :0 N~:BJ~/2")
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PINELlAS COUNlY
SURVEY DIVISION r
ASPHALT PARKING
ACCESS FROM U.S. 119
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PLSI4626 ~~
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N " 18514 U.S. 19 NORTH , A CONDOMINIUM, INC, :2 CJl
lD I ,., (CONDO PLAT BOOK 113, PAGE 34) .. ,
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S.89"220 E.
II 1
SURVEYOR AND MAPPERS REPORT:
1. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS NOTED.
2. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT OF WAY. AND/OR OWNERSHIP
WERE FURNISHED TO THIS SURVEYOR AND MAPPER, EXCEPT AS SHOWN.
3. ELEVATIONS ARE SHOWN THUS X 0.00
4. THIS SURVEY WftS PREPARED WITHOUT THE BENEFIT OF A TiTlE SEARCH,
REVISION
BY REV.# DATE
fl1 I
~ foo.c.
S.E. CORNER OF
SEC. 19-29-16
DESIGN:
ce.
Jno.
fJ~ 5JuuJ, cvnJ, .A.~,
CONSULTING ENGINEERS · LAND SURVEYORS · LAND PLANNERS
ST, PETERSBURG. ZEPHYRHILLS
DRAWN:
CLEARWATER
REVISION
BY CHECKED:
SEC. 1.9, TWP. 295., RNG. 1.6 E.
BASIS OF BEARINGS:
SOUTH RIGHT-OF-WAY LINE OF
NURSERY ROAD BEING:
S.89'24'27" E.
O' 40' 80'
~ I I
SCALE: 1" = 40'
BOUNDARY SURVEY OF:
A part of the SE ~ of the SE ~ of Section 19, Township 29 South, Range 16 East, Pinellas
County, Florida, described as follows:
Commence at the SE corner of Section 19, Township 29 South, Range 16 East, Pinellas
County, Florida, and run thence N.01026'21"E., 1343.64 feet; thence N.89024'27"W.,
566.91 feet; thence S.01 o17'33"W., 33.0 feet for the Point of Beginning; thence
S.01017'33"W., 542.07 feet; thence S.89022'02"E., 54.0 feet; thence S.01017'33"W.,
96.33 feet; thence S.89022'02"E., 136.25 feet; thence N.01026'21"E., 96.0 feet; thence
N.89022'02"W., 25.0 feet; thence N.01026'21"E., 24.33 feet; thence N.89022'02"W., 25.30
feet; thence N.01026'21"E., 94.44 feet; thence S.89057'39"E., 25.30 feet; thence
N.01026'21"E., 150.0 feet; thence S.89057'39"E., 33.95 feet; thence N.01026'21"E.,
273.17 feet; thence N.89024'27"W., 200.82 feet to the Point of Beginning;
LESS
Part of the SE ~ of the SE ~ of Section 19, Township 29 South, Range 16 East, Pine lias
County, Florida, described as follows:
Commence at the SE corner of Section 19, Township 29 South, Range 16 East,
and run thence N.01036'21"E., 1343.64 feet; thence N.89024'27"W., 458.32 feet;
thence S.00035'33''W., 97.0 feet; thence N.89024'27"W., 109.77 feet; thence
S.01017'33"W., 478.07 feet; thence S.89022'02"E., 54.0 feet; thence
S.01017'33"W., 0.33 feet for the Point of Beginning; thence continue
S.01017'33"W., 96.0 feet; thence S.89022'02"E., 136.25 feet; thence
N.01026'21"E., 96.0 feet; thence N.89022'02"W., 136.50 feet to the Point of
Beginning.
AND
A part of the NI:theast ~ of the Southeast ~ of the Southeast ~ Section 19, Township 29 South,
Range 16 East. Pine lias County, Florida; described as follows:
From the Southeast corner of said Section 19 run thence N.01 o26'21"E., along the
Section Une, 671.82 feet to the Point of Beginning; thence continue N.01 026'21 "E., along
the See!ion Line, 219.18 feet; thence N.89057'31 "W., 400.00 feet; thence S.01026'21"W.,
215.03 feet; thence S.89022'02"E., 399.92 feet to the Point of Beginning; LESS the
Southerly 96.00 feet and LESS the Easterly 100.00 feet for road right-of-way;
TOGETHER WITH a parcel of land lying adjacent to the Westerly boundary, being more
particularly described as follows:
From the Southeast corner of said Section 19, run thence N.01026'21"E., along
the Section Line, 891.00 feet; thence N.89057'31 "W., 400.00 feet to the Point of
Beginning; thence S.01026'21"E. along aforesaid West boundary for 94.70 feet;
thence along the following three (3) calls along the boundary of a parcel of land
recorded in Official Record Book 8734, Page 2211 of the Public Records of
Pinellas County, Florida, N.89022'02"W., for 25.30 feet; thence N.01026'21"E.,
For 94.44 feet; thence S.89057'39E. for 25.30 feet to the Point of Beginning.
Containing 38550.25 square feet or 0.885 acres, more or less.
FOR:
Parsley Development, Inc.
CERTIFIED TO:
Parsley Development, Inc.
ORDER NO. 2000-105
February 29, 2000 - Boundary/Elevations
FLOOD ZONE: X
Community Panel No.: 12509600170
Map Index Datel: August 19,1991
BASIS OF BENCHMARK:
Designation: Campus R (Reset)
Elevation: 17.669
Mean Sea level: 0.00
BOUNDARY SURVEY WITH ELEVATIONS
FOR
PARSLEY DEVELOPMENT. INC.
"NOT'VAlID WITHOUT THE ORIGINAL
RAISED SEAL AND S1GNRURE OF A
FlORIDA LICENSED SURVE'tOR AND MAPPER"
THIS STAMP IS RED
>
WORK ORDER NO. 2000-105
DATE: 2/29/2000
1"=40'
SCALE:
SHEET NO.
OF
NURSERY ROAD 24"X38" RCP 24"X38" RCP
24"X3S" RCP 24"X38" RCP R/W VARIES - 20' ASPIW.T PAVING C:ViEE~) crJN'tEE~)
INY. EL.=B.43INV, EL.=B.43
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~ I . (10 BE MODlF1ED) I ", ~ TOP OF BANK
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I 2559 Nursery Road . . 2561 Nursery Road I. 18514 U.S. 19 NORTH , A CONDOMINIUM, INC. ,
1(19/29/16/000~0/440/0600) . .. (19/29/16/00000/440/0520) I .. (CONDO PLAT BOOK 113, PAGE .34) I
I I LeCher Professional Center . LeCher Professional Center 18514 US 19 I
. frank Kunnen Cody Enterprises Clearwater LTD (19/29/16/25385/000/0100) I. existing I I
1 1 I 22067 US 19 N S ..~rl ... L,ChM P'of...;ooo' C..d" _tio" po"d
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(19/29/16/00000/440/0100 & 0510)
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SITE DEMOLITION NOTES
1. CONTRACTOR TO DEMOLISH AND REMOVE ALL IMPROVEMENTS WITHIN
LIMITS OF DEMOLITION SHOWN UNLESS OTHERWISE NOTED.
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CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY LINES
PRIOR TO DEMOLITION. .
ALL ABOVE AND BELOW GROUND HARDWARE. EQUIPMENT AND MATERIALS
TO BE DISPOSED OF IN ACCORDANCE WITH CITY OF CLEARWATER
REQUIREMENTS.
INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED
BY C. FRED DEUEL & ASSOC.. DATED 2/29/00.
UTILITIES TO BE PLUGGED SHALL BE FILLED WITH A MINIMUM 1.0
CUBIC FT. OF NON SHRINK GROUT OR AS OTHERWISE APPROVED
BY ENGINEER.
TREES SHOWN TO REMAIN SHALL MAINTAIN PROTECTIVE BARRIERS
DURING DEMOLITION. THESE BARRIERS SHALL BE IN ACCORDANCE
WITH CURRENT CITY OF CLEARWATER STANDARDS.
THE CONTRACTOR SHALL COORDINATE THE REMOVAL OF EXISTING
UTILITIES WITH THE OWNER OF SAID UTILITY. THIS SHALL
INCLUDE BUT NOT BE LIMITED TO WATER, SEWER, GAS. CABLE TV.
POWER AND TELEPHONE.
THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL
DURING DEMOLITION. SEE GENERAL NOTES.
THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES
PRIOR TO DEMOLITION AND WILL BE RESPONSIBLE FOR THE
DAMAGE OF ANY ON-SITE OR OFF-SITE UTILITIES THAT
ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED
TO BE REMOVED.
THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL
TRAFFIC PER CURRENT FOOT TRAFFIC CONTROL STANDARDS.
ALL ABOVE GROUND IMPROVEMENTS (IE: PAVEMENT, CURBING, BUILDINGS,
S I GNAGE. CONCRETE WALKS. POLES. INLETS, ETC....) AND BELOW GROUND
IMPROVEMENTS (IE: SANitARY, STORM, WATER, CABLE, ELECTRIC, PHONE,
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McDonald' Restaurant Operations Inc.
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Tampa. Fl. 33625
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SITE DATA
SITE ADDRESS:
GROSS SITE AREA:
EXISTING LAND USE DESIGNATION:
BUILDING SETBACKS:
FRONT YARDS:
REAR YARDS:
SIDE YARDS:
VACANT
135,508 SF '(3.11 AC)
C/O
25 FT
20 FT
10 FT
SITE AREA:
EXISTING
VEHICULAR USE AREA (PAVEM~NT)
BUILDING ONE AREAS
SIDEWALK AREA
TOTAL IMPERVIOUS AREA
PERVIOUS AREA.
GROSS SITE ARItA
30.615 SF
o SF
o SF
30.615 SF
104.893 SF
135.508 SF
122.59%)
0,00%1
0.00%
(22.59%
(77.14%
(100% .
. PROPOSED
VEHICULAR USE AREA (PAVEMENT) 53.885 SF (~9.77~l
OFFICE BUILDING AREA 1.250 SF, lO.92%
BUILDING 1 AREA * 11,000 SF' 8.11%
BUILDING 2 AREA 4,000 SF i 2.95%
BUILDING 3 AREA * 12.675 SF. 9.35~1
BUILDING 4 AREA 3.900 SF. 2.88%
BUILDING 5 AREA * 11,550 SFl 8 S?~',
SIDEWALK AREA 1.200 SF 0.89%
TOTAL IMPERVIOUS AREA 99.460 SF (73.40%
PERVIOUS AREA 36.048 SF (26.60%
GROSS SITE AREA 135,508 SF (100%)
FLOOR AREA RATIO 135.508 X 0.35 = 67.754 SF (50%)
* BUILDING NUMBERS 1. 3 & 5 ARE 2.,..STORY W/26.875 SF ADDITIONAL AREA.
PARKING REQUIREMENTS: 1-10 SPACES PER 1000 SF ~~\~
P~ ~ SPACE~EQ!:!.! RED Q{\ \AI U
~(135,085/10 135 SPACES ~
PARKING SPACES PROVIDED
REGULAR PARKING
HANDICAP
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L\~(1
39 SPACES
1 SPACES
TOTAL PARKING
SPACES PROVIDED 40 SPACES
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PROJICT ~ATIOII
SEClION 19 TOWNSHIP 28S RANGE teE
PINElLAS COUNTY, FlORIDA
LQCA 1"JON MAP
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BUILDING HEIGHT:
SINGLE STORY HEIGHT
TWO STORY HEIGHT
CANOPY HEIGHT (CLEAR OPENING)
LIGHT FIXTURE HEIGHT:
TYPE LIGHT FIXTURE:
30' INGRESS/EGRESS EASEMENT:
O.R. BOOK # 4035 pg1938
10' UTILITY EASEMENT:
O.R. BOOK # 5486 pg288
O.R. BOOK # 5387 pg955
10' EASEMENT (SOUTHWEST CO~~[RJOF PROPERY):
O.R. BOOK # 5845 pg1585
7.
UT I LIT J ES:
WATER
SANITARY SEWER
GAS
CABLE
ELECTRIC
TELEPHONE
STORMWATER
FLOOD ZONE:
STORMWATER MANAGEMENT:
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PINELLAS COUNTY WATER SYSTEM
310 COURT STREET
CLEARWATER, FL 34616
(727) 464-3888
CITY OF CLEARWATER
1650 N. ARCTURAS AVE
CLEARWATER, FLORIDA 33765
(727)462-6888
CLEARWATER GAS SYSTEM
400 NORTH MYRTLE AVENUE
CLEARWATER, FL 34615
(727) 462-6630
PARAGON CABLE
11500 - 9TH STREET NORTH
ST. PETERSBURG, FL 33715
(727) 579-8400
FLORIDA POWER CORPORATION
POST OFFICE BOX 33101
ST. PETERSBURG. FL 33733
(727) 893-9246
GTE FLORIDA INCORPORATED
POST OFFICE BOX 30350
TAMPA, FL 33630
(800) 483-7762
PINELLAS COUNTY STORMWATER
310 COURT STREET
CLEARWATER, FL 34616
(727) 464-3888
THIS PROPERTY LIES WITHIN FLOOD
ZONE "B" AS DEPICTED ON FLOOD
INSURANCE RATE MAP NO. 0128-C,
EFFECTIVE DATE JUNE 1, 1983.
A STORMWATER MANAGEMENT SYSTEM
WILL BE PROVIDED ONSITE W/POSITIVE
OUTFALL TO NURSERY ROAD.
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R/W VARIES - 20' ASPHALT PAVING INV. EL.=7.85
24"X38" RCP
fNV. EL.=7.66
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INV. EL.=8.43 INV. EL.=8.43
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I (19/29/16/00000/440/0600) . 256,1 Nursery Road .. ,18514 U.S. 19 NORTIH . A CONDOMINIUM. INC. I I I 10/ I ....
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(19/29/16/00000/440/0100 & 0510)
McDonald. Restaurant Operations Inc.
c/o Juan IIlas
5393 Ehrlich Rd
Tampa, Fl. 33625
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18562 US 19
(19/29/16/00ooo/440/D200)
Leonard A & Barbara B. McCue
1400 North Shore Dr. ne
St. Petersburg, Fl. 337D4
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EROSION CONTROL MEASURES NOTE:
REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE
BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE
CITATIONS, AS PROVIDED BY CHAPTERS 400-4
AND 400-40, F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES
PURSUANT TO SECTION 373.129, F.A.C., CAN RESULT IN A PENALTY
NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH
SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE.
PAVING. GRADING AND DRAINAGE NOTES:
1.
2.
ALL CMP SHALL BE 14 GAUGE AND HELICALLY CORRUGATED.
ALL STORM STRUCTURES SHALL BE FINISH GROUTED TO INVERT
ELEVA TION.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD 48 HOURS
PRIOR TO COVERING STORMWA TER PIPING FOR INSPECTION,
SEE SHEET C-5 (SITE PLAN) FOR'SITE DATA.
SEE C. FRED DEUEL SURVEY DATED 2/29/00 FOR TEMPORARY BENCH MARKS.
3.
4.
5.
6.
THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED
IN THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL
PREPARED BY THE FLORIDA BOARD OF BUILDING CODES AND STANDARDS.
THE CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR CITY OF CLEARWATER
THE FLORIDA DEPARTMENT OF TRANSPORTATION WITH REGARDS
TO IMPROVEMENTS WITHIN THEIR RESPECTIVE RIGHTS OF WAY,
7.
8.
ALL PVC STORM PIPE SHALL COMPLY WITH AWWA C-900, SDR 18.
ALL DISTURBED AREAS WITHIN COUNTY RIGHT-'-OF-WAY TO BE SODDED.
9.
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EL ELEVATION
lYP lYPICAL
CO CLEANOUT
IE INVERT ELEVATION.
t<0;~'O EXISTING ELEVATION
X
,~'L PROPOSED PAVEMENT ELEVATION
48.50 PROPOSED TOP OF CURB ELEVATION
/48.00 PROPOSED PAVEMENT ELEVATION
[] GRATE INLET
o MITERED END SECTION
~ PROPOSED SWALE STORMWATER FLOW
--,;,<- EXISTING SWALE STORMWATER FLOW
- -
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.d DIRECTION OF STORM WATER FLOW
---ST--- PROPOSED STORM SEWER
Suo!s!^a~
FFE
FBBCS
FINISH FLOOR ELEVATION
FLORIDA BOARD OF BUILDING CODES
AND STANDARDS (LATEST EDITION)
REINFORCED CONCRETE PIPE
RCP
CMP
Cf~
CORRUGATED METAL PIPE
STORM SEWER STRUCTURE NUMBER
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EROSION CONTROL
EXISTING CONCRETE PAVEMENT
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GENERAL NOTES FOR PLANTING
LANDSCAPE SPECIFICATIONS
~oRK UNDER THESE SPECIFICATIONS SHALL CONSIST OF PREPARATION OF PLANTING
AREAl FURNISHING AND PLANTING ALL PROPOSED NE~ PLANT MATERIALS SPECIFIED
HEREIN AND AS SHo'WN ON THE DRA~INGS, INCLUDING BUT NOT LIMITED TO
FINISHED GRADING, FURNISHING TOPSOIL AND SPREADING SEEDING, STAKING,
~ATERING, PRUNING, FERTILIZING, MULCHING, AND LAYING SOD) AND
MAINTENANCE AND PROTECTION OF PLANTS UNTIL FINAL ACCEPTANCE BY OIJNER,
THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PLANTS SHDIJN ON THE
DRA'WINGS, 'AS SPECIFIED, AND IN QUANTITIES LISTED ON THE PLANT MATERIALS
LIST,
DO NOT ALLO~ AIR POCKETS TO FORM ~HEN BACKFILLING.
SOAK IMMEDIATEL Y ~ITH IJATER FOLLOIJING PLANTING,
MAINT AIN THE ORIGINAL GRADE OF THE TREE BASE,
SCARIFY BASE OF PLANT PIT TO A DEPTH OF B' MINIMUM,
DO NOT BREAK ROOT BALL
1.
2,
3,
4,
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SOIL PLANTING MIXTURE (MIX ONSITE)
THE O'WNER SHALL HAVE THE RIGHT TO REJECT ANY AND ALL IJORK AND MATERIALS
VlHICH, IN HIS OPINION, DO NOT MEET THE REQUIREMENTS OF THE PLANTING
PLAN, DETAILS, AND THESE SPECIFICATIONS.
NO SUBSTITUTIONS SHALL BE MADE TO THE PLANTING PLAN, DETAILS, OR THESE
SPECIFICATIONS ~ITHoUT THE EXPRESSED ~RITTEN CONSENT OF THE OIJNER DR HIS
REPRESENT A TIVE,
---.......---
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THE LANDSCAPE CONTRACTOR SHALL FURNISH FROM HIS SOURCE A GOOD CLEAN, LOAMY,
DARK TOPSOIL 'WHICH SHALL MEET THE APPROVAL OF THE LANDSCAPE ARCHITECT,
THIS TOPSOIL SHALL BE USED FOR THE SOIL PLANTING MIXTURE AS FOLLo~SI
THE LANDSCAPE CONTRACTOR SHALL STAKE ALL PLANT MATERIAL LOCATIONS FROM
THE PLANTING PLAN PRIOR TO INSTALLATION FOR APPROVAL BY THE O~NER DR HIS
REPRESENTA TIVE.
ALL PLANTING BED AREAS SHALL BE FINE GRADED BY THE LANDSCAPE CONTRACTOR,
THE LANDSCAPE CONTRACTOR SHALL EXAMINE THE SOILS OF ALL PLANTING AREAS
, PRIOR TO SUBMITTING BIDS FOR THE SUIT ABILITY TO SUSTAIN HEAL THY PLANT
GRO~TH AS CALLED FOR ON THE PLANTING PLAN, DETAILS, AND THESE
SPECIFICA TIONS,
SURFACE OF ALL AREAS TO BE GRASSED SHALL BE PREPARED FOR PLACEMENT OF
SEED OR SOD BY LANDSCAPE CONTRACTOR ACCORDING TO SPECIFICATIONS,
UPON COMPLETION OF THE LANDSCAPE CONSTRUCTION 'WORK, THE LANDSCAPE
CONTRACTOR MUST THOROUGHLY CLEAN UP THE PROJECT SITE.
ALL PROPOSED PLANTING AREAS FOR TREES, SHRUBS, AND
GROUNDCoVERS SHALL BE TOP DRESSED ~ITH A MINIMUM OF THREE (3) INCHES OF
MULCH SPREAD UNIFORMLY IN DEPTH OVER THE PLANTING BEDS AS DELINEATED ON
THE PLANS,
ALL PLANTS, UNLESS OTHER~ISE SPECIFIED, SHALL BE NURSERY GROVlN STOCK,
AND SHALL COMPLY 'WITH ALL REQUIRED INSPECTIONS, GRADING STANDARDS, PLANT
REGULATIONS AND REQUIREMENTS FOR MEASUREMENT, BRANCHING AND CULTURAL
PRACTICES) AS SET FORTH IN THE FLORIDA DEPARTMENT OF AGRICUL TURE 'GRADES
AND STANDARDS FOR NURSERY PLANTS', PART I AND II, INCLUDING REVISIONS AS
DETERMINED BY THE STATE PLANT BOARD OF FLORIDA,
SUO!S!^9M
A,
B,
T'WO- THIRDS PARTS TOPSOIL,
ONE-THIRD PART PEAT MOSS,
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18584 US 19
(19/29/16/00000/440/0100 & 0510)
McDonald' Restaurant Operations Inc.
c/o Juan IlIas
5393 Ehrlich Rd
Tampo, Fl. 33625
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THE SOIL MIXTURE IJILL BE USED THROUGHOUT THE ENTIRE SECTION OF EACH
PLANTING AREA TO A DEPTH CONSISTENT 'WITH THE ROOT DEVELOPMENT OF
THE PROPOSED PLANT MATERIAL.
ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN
THE LOCALITY OF THE PROJECT,
ALL PLANTS SHALL BE FLORIDA #1 OR BETTER, ALL PLANTS SHALL BE TYPICAL
OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GRO~TH.
THEY SHALL BE SOUND, HEALTHY AND VIGOROUS, ~ELL-BRANCHED AND DENSELY
FOLIATED VlHEN IN LEAF, THEY SHALL BE FREE OF DISEASE AND INSECT PESTS,
EGGS OR LARVAE, THEY SHALL HAVE HEAL THY, 'WELL-DEVELOPED ROOT SYSTEMS.
SUBSTITUTIONSI 'WHEN PLANTS OF A SPECIFIED KIND OR SIZE ARE NOT
AVAILABLE, A REASONABLE SUBSTITUTION MAY BE MADE UPON REQUEST IN 'WRITING
BY THE LANDSCAPE CONTRACTOR, IF APPROVED BY THE O'WNER OR HIS REPRESENTATIVE,
SIZEI ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED IN THE
PLANT LIST, EXCEPTIONS ARE AS FOLLO'WSI
PLANTS LARGER THAN SPECIFIED IN THE PLANT LIST MAY BE USED IF APPROVED
BY THE O~NER OR HIS REPRESENT A TIVEI BUT, USE OF SUCH PLANTS SHALL NOT
INCREASE THE CONTRACT PRICE, IF THE USE OF LARGER PLANTS IS APPROVED,
THE SPREAD OF ROOTS OR BALL OF EARTH SHALL BE INCREASED IN PROPORTION TO
THE SIZE OF THE PLANT,
AS PER THESE DRA~INGS, AND SPECIFICATIONS, THE 'HT: (HEIGHT> OF
PROPOSED PLANT MATERIALS, UNLESS OTHER~ISE SPECIFIED, SHALL MEAN THE
ACTUAL DISTANCE AS MEASURED FROM THE SOIL STRESS MARK ON TRUNK DR BASE
OF PLANT TO THE TOP ELEVATION OF THE PLANT,
A lOOr. COVERAGE IRRIGATION SYSTEM SHALL BE INSTALLED FOR ALL LANDSCAPE
AREAS, AND MAINTAINED AS A FULLY FUNCTIONING SYSTEM IN ORDER TO PRESERVE
THE LANDSCAPING IN HEAL THY GROUND CONDITION.
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80'
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40'
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SCALE: 1" - 40'
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IRRIGATION NOTE:
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TYPICAL REQUIRED PROlECllVE BARRIER
WITHIN THE UNINCORPORA lED AREAS OF. PINELLAS COUNTY
WHY A BARRIER?
1. TO PROTECT ALL ABOVE-GROUND PORTIONS OF TREE FROM MECHANICAL DAMAGE
2. TO PROTECT SOIL NEAR TREE FROM COMPACTION.
3. PROVIDES PHYSICAL AND MENTAL AWARENESS OF TREES' PRESENCE TO
EQUIPMENT OPERATORS.
WHY IT WORKS
1. NO HEAVY EQUIPMENT ALLOWED INSIDE BARRIER; ONLY HAND LABOR.
2. NO CONSTRUCTION MATERIAL OR TEMPORARY SOIL DEPOSITS ALLOWED INSIDE AREA.
OR: UPRIGHTS SPACED AT 4'- 5' INTERVALS OF NO LESS THAN 2" X 2" LUMBER
WITH HORIZONTAL RIBBONING AT THE TOP AND 12" BELOW THE TOP,
4. BARRIERS TO BE ERECTED AROUND REMAINING TREES BEFORE CONSTRUCTION OR
NEARBY TREES ARE REMOVED. .
5. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION AND HEAVY
EQUIPMENT IS OUT OF AREA..
I
18562 US 19
(19/29/16/00000/440/ )
Leonard A. & Barbara B. Me
1400 North Share Dr. ne
St. Petersbu rg, Fl. . 33704
NOTE TO CONTRACTOR:
TREE BARRICADES & EROSION CONTROL MEASURES
BY OBSERVING THESE TWO SIMPLE PRINCIPLES, A TREE'S CHANCE FOR SURVIVAL IS
GREATLY ENHANCED.
REQUIRED TREE BARR~CADES AND EROSION CONTROL MEASURES MUST REMAIN
INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO
MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY
INCLUDE CITATIONS AND/OR PERMIT REVOCATION AS PROVIDED BY ORDINANCE
#90-16 (AS AMENDED BY ORDINANCE # 90-59).
SPEctFICA 110NS ~ WOOD BARRIER
1. MINIMUM RADIUS TO BE PROTECTED:
A. HARDWOODS -2/3 OF DRIP LINE OR 6', WHICHEVER IS GREATER.
B. PINES - DRIP LINE OR 6' WHICHEVER IS GREATER,
2. MINIMUM 3t IN HEIGHT.
3. METHOD, OF ERECTION (SEE DIAGRAM):
FOUR CORNER UPRIGHTS OF NO LESS THAN 2" X 2". LUMBER WITH HORIZONTAL
MEMBERS OF NO LESS THAN 1" X 2" LUMBER,
ANY QUESTIONS OR ADVICE CAN BE OBTAINED FROM THE DEPARTMENT OF ENVIRONMENTAL
MANAGEMENT. TELEPHONE: 462-4761
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LANDSCAPE PLANT' MATERIALS
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SYMBOL
QUANTITY
NAME
SIZE
SPACING
REMARKS
QUERCUS VIRGINIANA
LIVE OAK
MIN. 12' TO 14' HT.
BALLED & BURL LAPPED ~ AS SHOWN FULL BRANCH I NG SPEC I MUM
MIN. 4" CALIPER '--- f}1'~~
b . eo")"..,,. A;-
MIN. 1 GAL. 18" O.C.
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3 GAL ON .
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4
270
LANTANA CAMARA
/GOLD LANTANA
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SANDANKWA VIBURNUM
VIBURNUM SUSPENSUM
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3'-0" o.c.
MG
MAGNOLIA GRANDIFLORA
MAGNOLIA
MIN. 12' - 14' HT.
BALLED & BURL LAPPED
MIN. 4" CALIPER
MIN. 8' - 10' HT.
30 GALLON
MULTI BRANCHING SPECIMUM
MIN. 2-3 CANES
14
FULL BRANCHING SPEC1MUM
LIT
LAGERSTROEMIA INDICA
CREPE MYRTLE
20
AS SHOWN
MULCH
CYPRESS MULCH
MIN. THREE (3) INCHES
OVER ALL SHRUBS &
GROUNDCOVER BEDS AND
TREE PITS UNLESS
OTHERWISE NOTED ON
PLANS.
QUANTITY
ABBREVAT'ON (BOTANICAL NAME)
PASPALUM NOTATUM "ARGENTINA"
ARGENTINA BAHIA
AS SHOWN
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13,500 SF
NO GAPS, STAGGERED JOINTS
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TOTAL PAVEMENT VEHICULAR
USE AREA:
TOTAL REQUIRED INTERIOR
LANDSCAPING:
MINIMUM
1-X2-
29.000 SF
4"
o
EXISTING TREE SIZE
. 2/3 OF THE DRIP LINE
FOR HARDWOODS
2 3 DRIP LINE
29,000 X 10% = 2,900 SFx
TOTAL INTERIOR LANDSCAPING
PROVIDED:
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3,300 SF
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HARDWOODS
TREE BARRICADE DEl AIL
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COMPACTED TO 98%AASHTO T-180
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WHEN ARROW AND PAVEMENT MESSAGE ARE USED
TOGETHER. THE ARROW SHALL BE LOCATED DOWN
STREAM OF THE PAVEMENT MESSAGE AND SHALL
BE SEPARATED FROM THE PAVEMENT MESSAGE BY
A DISTANCE OF 25' (BASE OF ARROW TO THE
BASE OF T1HE MESSAGE)
PRECAST CONCRETE WHEEL STOP
IN ACCORDANCE WITH FOOT INDEX No 17346
DIRECTIONAL ARROW
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HANDICAP RAMP
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NORMAL 40'-0" WITH 4' WIDE SIDEWALK
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STRUCK JOINT
NOTES:
1. SIDEWALK EXPANSION JOINTS TO BE AT ALL TIES TO CONCRETE OTHER
THAN DRIVEWAYS, MAXIMUM SPACING SHALL BE 60'.
2. EXPANSION JOINT MA TERrAL SHALL BE ASPHALT FIBER IMPREGNATED
PREFORMED JOINT FILLER, TO FULL DEPTH OF CONCRETE.
TYPICAL SIDEWALK
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PAVEMENT CONNECTION
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NOTE: IF EXISTING PAVEMENT IS LESS THAN 3", REMOVE THE EXISTING BASE
AS NECESSARY TO MAINTAIN A FLUSH PAVEMENT.
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24" X 24" CONCRETE
SLAB
USF# 7621 HANDHOLE COVER
AND RING; MARKED "s"
POL YBUTYLENE ~3/4"GATE VALVE IN ROADWAY--....
TUBING (:IT . . r\f)
3/4" CORP.TAP~, r!, D.C.V,D, ~ .1/3/4" CORP. TAP
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[l:OP-Uf<<ff I ( .~ III ~4rr~TII~ ::~ ))))) ))) III qq
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. MIN. ONE JOINT 0.1. \. 4. CONC. SLAB.
PIPE OR PCV PIPE TOP VIEW 2'-0"x11'-0" FOR 4"
W/UNJFLANGE. 2'-6"x12'-0" FOR 6"
3'-0"x14'-0" FOR 8"
FURNISHED BY P.C. W.S.
. . I~ 1..... D.C.V.D~ I ~ Ir O.S.Y. GATE VALVE (2 REQD;)
3/4 TAPS ON SIDE OF O.S.&Y ~:i- .'j,t.
GATE VALVES-BOTH FACE I Fi I I ~ I FLANGED JOINTS
SAME D.IRECTION ftM"~~~//~.. D,I. PIPE
FINISHED GR 'E · --. . 12"
6" TO 12" J
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'--4"CONC. SLAB W/6"x6"
NO.10 WIRE MESH
[l:OP1r ..- d... 3/4" CORPORATION '. :" --nr-qa
;4' ~ . "...: (12" BELOW BOTTOM OF SLAB) ,':~ ':..: :4 ::~
'~ :. t:: ';:." 5 DEG. MECH. JOINT ELBOW, BELL-BEL '., .~: .~~~. .
....,... W W//F.RETAINER GLANDS BOTH ENDS. / ::.....
.. "'--CONC. THRUST BLOCK TO BE--../
POURED IN UNDISTURBED SOIL
LIMITS OF B.F.P.D. ASSY.
SIDE VIEW \
NOTE: MIN. ONE 'JOINT D.I. PIPE j
- DEVICE MUST BE INSTALLED LEVEL OR PVC PIPE W/UNIFLANGE
-PAINT WITH TWO COATS OF BLUE PAINT,
- ALL BELOW GROUND 0.1. PIPE AND FITTINGS
SHALL BE POLYETHYLENE WRAPPED.
- RESTRAIN PER PINELLAS COUNTY UTILITIES
- PROVIDED BY PINELLAS COUNTY
- PAID BY DEVELOPER
-INSTALED BY CONTRACTOR
#4 REBAR
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NOTE: CLEANOUT ASSEMBLY MAY
HA VECEMENT WELD JOINTS .
USF # 7621 REQUIRED IF LOCATED
IN SIDEWALK OR DRIVEWAY.
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18"
III
CLEANOUT
DOUBLE CHECK VALVE ASSEMBLY NON METERED
FIRE LINE
PIPE
SIZE
TYPE FITTING
22 1/2.
1
1
1
1
2
2
2
2
3
3
3
3
4
11 1/4.
1
1
1
1
1
1
1
1
2
2
2
2
2
90.
3
4
5
6
7
8
9
10
12
13
14
15
16
45.
. 1
2
2
3
3
4
4
4
5
6
6
7
7
DEAD:"'END,
TEE
. 1
1
4"
6"
4
6
9
10
11
14
18
22
26
30 ,
34
38
40
,
2,
3
5
8
. 11 "
13
17
21
25
29
32
8"
,
10"
12"
16"
20"
24"
30"
36"
42"
48"
54"
TABLE APPLIES TO 20 FOOT PIPE LENGTHS @ 150 P,S.J.G. TEST PRESSURE
WITH 30 INCHES OF COVER OVER PIPE. NUMBERS SHOWN IN TABLE
ARE THE NUMBER OF JOINTS FOR EACH SIDE OF FITTING.
RESTRAIN PIPE TABLE
NOTES:
1. ALL BOLTED FITTINGS ARE TO BE POLYETHYlENE
WRAPPED.
2. IF VALVE(S) IS TO BE LOCATED WITHIN A PAVED
SURFACE, OR WITHIN 3' FROM PAVING, IT IS TO BE ENCASED
IN A CONCRETE COLLAR PER P,C.U.E. STANDARDS.
3. IF FIRE HYDRANT IS TO BE LOCATED WITHIN 10FT. .
OR LESS OF A VEHICULAR TRAVELED AREA, GUARD. POSTS
ARE TO BE INSTALLED PER P.C.U.E. STANDARDS UNLESS
OTHERWISE APPROVED BY THE DIRECTOR OF PINELLAS COUNTY
UTILITIES ENGINEERING OR AUTHORIZED REPRESENTATIVE.
4. IF DISTANCE BETWEEN VALVE AND HYDRANT IS 10 FT.
. OR GREATER, AN ADDITIONAL VALVE IS TO BE INSTALLED
FOR CONTROL OF HYDRANT UNLESS OTHERWISE APPROVED BY
THE DIRECTOR OF PINELLAS UTILITIES ENGINEERING OR
APPPROVED REPRESENTATIVE.
5 1/4"- ;3 WAY R/W
FIRE HYDRANT
12"
MIN.
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1..
36~MIN.
"- ADJUSTABLE
SPEC'D COVER- VALVE BOX
/ I
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LIA S /_ VARIES ../ .La..a.Jo.
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RESILIENT WEDGE ANCHORING COUPLING OR
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FIRE HYDRANT ASSEMBLY -j
FIRE HYD,
ASSY.
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FIRE HYDRANT ASSEMBLY
POL YBUTYLENE
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~ /3/4" BALL VALVE
' -, 3/4"D.C.
l\ _ lMi
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3/4" x 12'~ / LMETER / NIPPLE, BRASS
NIPPLE
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COUPLlNG~ 17"x 30" x 12"
LEAK CI:iECK
METER PROFILE
3/4" F.J.P.
PACK J?lNT
COUPLlN...
NOTE:
- PAID BY DEVELOPER
- FINISHED AND INST ALED BY PINELLAS COUNTY
LEAK CHECK ASSEMBLY
STANDARD CI MANHOLE
FRAME AND COVER-~
------,
~m
,~~
2 TO 4 COURSES OF ~
CLAY BRICK PLASTERED, .----.-11'-
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MANt:-JOhE BARREL
JOINT DETAIL
NOTES:
1, ALL PIPE STUBS FROM MANHOLES FOR FUTURE CONNECTIONS SHALL BE PROVIDED
WITH WATERTIGHT PLUGS PLACED WITHIN THE MANHOLE.
2. A COAL TAR EPOXY PROTECTIVE COATING, EQUAL TO KOPPERS 300M, SHALL BE
APPLIED TO THE FILLETS AND WALLS OF PRECAST CONCRETE SANITARY SEWER
MANHOLES. 2 COATS SHALL BE APPLIED TO THE INSIDE TO YIELD A FINAL DRY
THICKNESS OF 9 MILS, AND 1 COAT SHALL BE APPLIED TO THE OUTSIDE.
3. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM SPECIFICATION
C-478 EXCEPT AS NOTED.
4, A DROP MANHOLE SHALL BE REQUIRED WHEN THE INVERT OF ANY INCOMING PIPE
IS MORE THAN 2 FEET ABOVE THE INVERT OF THE MANHOLE.
PCMH.DWG 6/03/92 NTS
PRECAST MANHOLE TYPE 1
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FINISHED ::
GRADE:~ co I I /8" CONC BLOCK W/CELLS
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WA-)017,DWG 12/;30/94
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THREADED SCHD. 80 PIPE, PVC J
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VALVE OPERATOR EXTENSION~ 2 ii::- . "'-H'-:'10360 SCREW TYPE
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- PAINT WITH TWO COATS
OF BLUE PAINT
- TO PREVENT DAMAGE TO
DEVICE, TURN WATER ON
VERY SLOWLY
FOR RECLAIMED WATER LID:
SQUARE VALVE BOX COVER
MARKED "RECLAIMED"
OPElIKA FOUNDRY #54B
PURPLE OR WHITE PIPE WI PURPLE
LOCA TOR TAPE OR PAINT AT 90'
INTERVALS INCLUDING RISER PIPE
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RESTRAINED
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18" MIN.
24" MAX.
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THRUST BLOCK DETAilS
BEARING AREA TABLE
PIPE SIZE 1/4 BEND
3" 0.5
4" 0.6.
6" 1.5
8" 2.7
1 0" 3.7
12" 5.3
14" 7.3
(SQUARE FEET)
1/8 BEND & WYE 1/16 BEND
0,3 0.3
0.4 0.3
0.8 0.5
1.3 0,7
2.0 1.0
2.9 1.5
3.9 2.0
5.2 2.6
6,5 3.3
8.0 4.1
11.6 5.9
16" 9.5
18" 12.0
20" 14.8
24" 21.4
SCALE: NONE
TEE OR PLUG
0.8
1.0
2.0
3.4
5.2
7.5
10.2
13.4
17.0
20.9
30.1
NOTE:
,
1. THE FIGURES IN THIS TABLE ARE
BASED ON 3000 POUNDS PER SQUARE
FOOT SOIL BEARING AGAINST THE
UNDISTURBED TRENCH WALL AND
ARE TO REPRESENT THE MINIMUM
VERTICAL PROJECTED AREA OF THE
THRUST BLOCK IN A PLANE
PERPENDICULAR TO THE LINE
BISECTING THE INCLUDED AINGLE
OF THE FITTING.
~
1/
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2. RESTRAINED JOINTS MAYBE USED IN
LIEU OF THRUST BLOCKS UPON
APPROVAL OF THE ENGINEER
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THRUST BLOCK DETAILS
11
NOTES:
1, ALL BEARING SURFACES TO BE MACHINED
2. MANHOLE UD SHALL INDICATE TYPE OF UTlUTY IN USE, I.E.,
"SANITARY SEWER", "STORM SEWER", ETC.
MANHOLE FRAME AND COVER
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ALL lED EN(JINEERING. $11 R V E YIN(J
2U4 SUNNYDALE 8LV~
CLEARWA TER, FLORIDA, ~3575
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LEGAL DESCRIPTION:
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N., A CONDOMINIUM, INC.
IECTION _. TO__ 18 SOUTH, __ tllA8T
PE.LA8 eouNTY. FLOIII)A
-
lIS! , 93-2144'0
JLY 27, 1993 4:41PM
l B 514 U. S.
19
""'11):'
CONDOMIN~U',
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A PART OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 19, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA. DESCRIBED AS
FOLLOWS:
FROM THE SOUTHEAST CORNER OF SAID SECTION 19, TOWNSHIP 29 SOUTH, RANGE 16, EAST, RUN THENCE N 1 ~6'21" E.. ALONG THE SECTION UNE, 671.82 FEET TO THE POINT OF
BEGINNING: THENCE CONTINUE N 1 ~6'21" E, ALONG THE SECTION LINE, 96.00 FEET: THENCE N 89~2'02" W, 370.00 FEET: THENCE S 1 ~6'21" W, 96.00 FEET: THENCE S
89~2'02" E, 370.00 FEET TO THE POINT OF BEGINNING.
INGRESS c!c EGRESS EASEMENT:
A PART OF THE SOUTHEAST QUARTER (SE 1/4) OF THE SOUTHEAST QUARTER (SE1/4) OF SECTION 19, TOWN~HIP 29 SOuTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, DESCRIBED
AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SECTION 19, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA AND RUN THENCE N 1~6'21. E, 1343a64
FEET: THENCE N 89~4'27" W, 542.91 FEET; THENCE S 1'7'33" W, 33.00 FEET FOR THE POINT OF BEGINNING; THENCE CONTlt..UE S 1'7'33. W, 518.08 FEET; THENCE S
89-22'02" E, 441.48 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 19; THENCE Slo26121.W, ALONG THE WESTERLY RIGHT-OF-WAY LINE, 24.33 FEET; THENCE N
89-22'02" W, 411.42 FEET; THENCE N 1'7'33" E, 0.33 FEET; THENCE N 89-22'02. W, 54.00 FEET; THENCE N 1'7'33. E, 542.07 FEET TO THE SOUTHERLY RIGHT-OF-WAY OF
NURSERY ROAD; THENCE S 89-24'27" E, ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, 24.00 FEET TO THE POINT OF BEGINNIf\lG.
DIDlCATlON
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KNOW AU. MEN BY THESE PRESans. THAT HARO.J) S. WILSON AS SUCCESSOR
lRUSlEE UNDER DEED Of lRUSTEE.DAlED AUGUST 15. 1990 AND RECORDED IN:
O.R. BOOK 7355. PAGE 203. PUBUC RECORDS Of PlNELLAS COUNTY, FlORIDA
HA\€ CAUSED THE lANe EMBRACED ON THE PlAT TO BE. SUR\€YED AND PlA TIED
AS .18514 U.s. 11 N.-, A CONDOMINIUM, INC., AND 'THAT AU. EASEMENTS FOR
INGRESS AND EGRESS AS NOlED HEREIN ARE DEDlCA lED FOR THE USE Of HAROlD
S. WILSON, SUCCBSOR lRUSTEE. FOR SUOi USE AS MAY REQUIRE.
tJI)f ~ -,J. JtJ~
HAROlD s. WILSON, 1RUS1EE
ACKNOJfUDCEJlINT
STATE OF FlORIDA )
COUNTY OF PINELLAS)
HAROlD s. Y.'LSON. SUCCESSOR 'TRUSTEE, U~ER DEED OF TR3}ST DATED AUGUST
15. 1990 HEREBY CERTIFIES THAT OF lHlS H- DAY OF .;r-.,LV , 1993 A.D..
BEFORE ME PERSONALLY AP..PEARED t!~OlD S. WIlSON, TRUSTEE UNDER
DEED OF TRUST DATED ,-/S-- yo , TO BE KNOWN TO BE THE PERSON
DESCRIBED IN AND 'Mi0 EXECUTED THE FOREGOING DEDICATION AND
ACKNOWLEDGED 'THE EXECUTION TH~EOF TO BE HIS FREE ACT AND DEED" FOR
THE' USES AND PURPOSES 'THEREIN MENTIONED AND THAT lHEY Af'FIXED
THERETO THEIR SEAL
Wl1NESSED MY SIGNA 1\JRE AND OFFICIAL SEAL A T CLEARWATER IN THE
COUNTY OF PINELLAS AND THE STATE OF FLORIDA. THE YEAR AND DATE
AFOR~SAlR:' :, ._h - ~:"Cfl:tA -F: 4WSON ~
I ; t ! .C.:~\ PU::ilC State of Florida ~ /'ft'n II
MY CQMMIS'$l.cN :e...~ 27. UKl4 ......... ~~~..... -
---.----.. -_. 34 NOTARY PUBUC
SURVEYORS'S CERTIFICATE:
THE CERTIFICATE MADE THIS.I~.DAY OF.,l\lc{ A.D. 1993 BY THE
UNDERSIGNED REGISTERED LAND SURVEYOR IS MADE PURSUANT TO THE PROVISIONS
OF CHAPTER 718.104 (4)(e). FLORIDA STATUTES. AND IS A CERTIFICATE THAT
THE CONSTRUCTION OF IMPROVEMENTS IS SUBSTANTIALLY COMPLETE SO SUCH
MA lERIAL iOGElHER WITH THE PROVISIONS OF THE DECLARATION OF
CONDOMINIUM. DESCRIBING THE CONDOMINIUM PROPERTY IS AN ACCURATE
REPRESENTATION OF THE LOCATION OF THE IMPROVEMENTS, AND FURTHER THAT
THE IDENTIFICATION. LOCATION AND DIMENSIONS OF THE COMMON ELEMENTS AND
EACH UNIT CAN BE DETERMINED FROM lHESE MATERIALS.
---------------------
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~ R.LS. 14626
NOTE: PARKING SPACES ENUMERATED 1,2,3,4, Be 5
ARE FOR THE EXCLUSIVE USE OF UNIT A.
PERCENT
0.198685
0,210669 I
0.193649 J
0.098641
0.099684
0.198672
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S.E. CORNER Of
SEC. 19-29-16
PERCENT OF SHARING
OF COMMON EXPENSES
UNIT
A
B
C
01
02
E
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. BOTTOM Of FINISHED DRYWALL EL- 21.55'
(TYPICAL FOR UNITS A, D, AND E)
ElEV, ABOVE SUSPENDED CEILING... 21.55
(TYPICAL FOR UNITS B AND C)
-T -- l' 1 'f
4.S'--I -L. 0.60'
a 4.S'- b WIDE a '" a
0 0 0 ~ 0
N N WALL N ~, N
-!
29,00' 28.30' a 29.00'
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14.5S' 14.50' ... 30.75'
0.38' WIDE ...
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COMMON WALL i l-
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1.00' WIDE ...
CONC. WALL
TYPICAL ELEV A 11 ON SEC11 ON
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lOWEST FLOOR EL= 12.92'
tFl::R::R::R:R:~- t-
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NOT TO SCALE
PREPARED BY: GUY D. HALE 3211 U.S. ALT. 19 N., SUITE D
PALM HARBOR, FL., 34683 (813) 734-4266
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