FLD2004-08059 (2)
FLD2004-08059
15 Avalon St
AMBIANCE ON
WHITE SANDS
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CITY OF CLEARWATER
LoNG RANGE PLANNING
DEVELOPMENT REVIEW
PLANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
November 18, 2004
Ms Debra Butler
Northslde Englneenng SerVIces, Inc
601 Cleveland Street, SUite 930
Clearwater, FL 33755
RE Development Order - Case FLD2004-08059/TDR2004-08008 - 15 - 17 Avalon Street and 16
Kendall Street
Dear Ms Butler
ThiS letter constitutes a Development Order pursuant to SectIOn 4-206 D 6 of the Commumty
Development Code On November 16, 2004, the Commumty Development Board revIewed your
requests for (1) TerminatIOn of Status of NonconformIty for denSIty (15 overnIght accommodation umts-
to be converted to 11 dwellmg umts), under the prOVIsions of SectIOn 6-109, (2) FleXIble Development
approval to permit a total of 13 attached dwellings In the MedIUm HIgh DenSIty ReSIdential (MHDR)
Dlstnct and Tounst (T) DIStrIct WIth reductIOns to lot area In the MHDR Dlstnct from 15,000 square feet
to 8,700 square feet and In the T Dlstnct from 10,000 square feet to 4,350 square feet, reductIOns to lot
Width In the MHDR Dlstnct from 150 feet to 100 feet and In the T Dlstnct from 100 feet to 50 feet,
reductIOns to the front (north along Avalon Street - MHDR Dlstnct) setback from 25 feet to 10 feet (to
bUilding) and from 25 feet to zero feet (to dumpster staging pad), a reductIOn to the SIde (west - MHDR
Dlstnct) from 10 feet to zero feet (to bUlldmg), a reductIOn to the rear (south - MHDR Dlstnct) from 15
feet to 10 feet (to budding), a reductIon to the front (south along Kendall Street - T Dlstnct) from 15 feet
to 10 feet (to bUilding), a reduction to the SIde (west - T Dlstnct) from 10 feet to zero feet (to bUIlding),
an Increase to bUlldmg heIght In the MHDR Dlstnct from 30 feet and m the T Dlstnct from 35 feet to
69 5 feet (to roof deck) With penmeter parapets of 3 67 feet (from roof deck) and decorative roof
structUl es of 10 1 feet (from roof deck) and to permIt a bUilding wlthm the VISIbIlIty tnangles, as a
ReSidential Infill Project In the MHDR Dlstnct and as a ComprehenSIve InfIll Redevelopment Project In
the T DIStrIct, under the prOVISIOns of Sections 2-404 F and 2-803 C, (3) Reduction to the front pen meter
buffer along Avalon Street In the MHDR Dlstnct from 10 feet to zero feet (to dumpster stagmg pad) and
a reduction to the SIde (west) landscape buffer m the MHDR Dlstnct from 10 feet to zero feet (to
bUilding), as a ComprehensIve Landscape Plan, under the prOVISIOns of SectIOn 3-1202 G, and (4)
Transfer of Development RIghts (TDR2004-08008) of one dwelhng umt to thIS SIte from 321 Coronado
Dnve, under the proVISIOns of Section 4-1402, at 15 - 17 Avalon Street and 16 Kendall Street The
Commumty Development Board (CDB) DENIED the applIcation WIth the follOWing bases
Bases fOl Demal
I The proposal does not comply WIth the FleXible Development cntena as a ReSIdential Infill Project
per SectIOn 2-404 F
2 The proposal does not comply WIth the FleXIble Development cntena as a ComprehensIve InfIll
Redevelopment Project pel Section 2-803 C
~
BRIAN J AUNG'iT, MA YOR-COMMI~SION[R
HoYf HAMlllON, VICE MAYOR COMMI'iSlONFR WHI1NFY GRAY, COMMI~~IONI R
FRANK HIBBARD, COMMISSIONER * BIll jONoON, COM\II~'IOf\I R
"EQUAl EMPI OYMrNT AND AFIlRMA11VI Ac lION EMPl OYfR"
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November 18,2004
Butler - Page 2
3 The proposal IS not m compliance with other standards m the Code mcludmg the General
ApplicabIlity Cntena per SectIOn 3-913
4 The development IS not compatible With the surroundmg area and wIll not enhance other
redevelopment efforts
5 The plOposalIs not m compliance WIth the Old Flonda DIstnct of Beach by DesIgn
6 The proposal IS not m compliance WIth the cntena for the Transfer of Development RIghts per
SectIOn 4-1403 A
7 The CommunIty Development Code does not permIt stacked parkmg
An appeal of a Level Two approval (FleXIble Development) may be mltIated pursuant to Section 4-502 B
by the applIcant or by any person granted party status wIthm 14 days of the date of thIS Development
Order The filmg of an applIcatIOn/notIce of appeal shall stay the effect of the deCISIOn pendmg the final
detem1matIon of the case The appeal penod for your case expIres on November 30, 2004 (14 days from
the date of the CDB meetmg)
If you have any questIOns, please do not heSitate to call Wayne M Wells, AICP, Planner III, at 727-562-
4504 You can access zonmg mformatIOn for parcels wIthm the City through our websIte
\Vww mvclearwater com
CynthIa H TarapanI, AICP
Plannmg DIrector
S IPlalll1lllg Depailmelll\C D BlrLEx\Pelldlllg caseslUp JOt Ihe ne:>.1 CDBIAvalon 15 Ambiance on While Sands - Del1ledlAvalon 15
Development Order doc
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IRRIGATION NOTES (CONTINUED)
THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IHRI-
GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA.
THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING:
1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETfER.
2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES.
3. SPRINKLER HEADS COMPATIBLE WITH THE lYPE OF PLANTING.
4. ELECTRIC VALVES.
5. GAUGE 14 UF COPPER WIRE.
6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES.
WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WAU<S, THE PIPES
SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE.
MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY
RAIN BIRD CO. OR APPROVED EQUAL.
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THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH
CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE
OWNER FOR APPROVAL PRIOR TO INSTALLATION.
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THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR
ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT /
ENGINEER.
RIGIH-OF-WAY
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ANY AND ALL USE OF I-lOSE BIBBS IN ASSOCIATION WITH
NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE
WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA
REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING
AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY.
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ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION
TO THE AIR TOXICS SECTION OF THE COUNlY DEPARTMENT
OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF
BUILDINGS.
XERISCAPING
1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS
WITHIN PROPOSED LANDSCAPE PLANTER HEDS.
2. DROUGHT AND COLD TOLERANT PLANT MATERIAL.
,
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3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER
REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION
WATERING SYSTEMS.
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4. THE USE OF SOIL TESTING TO IDENTIFY SOIL. CONDITIONS NECES-
SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING.
5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT
AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS-
CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH
OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL
CONDITIONS WARRANT THESE AMENDMENTS).
6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT
COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN.
7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT
IRRIGATION.
8. LOW-MAINTENANCE DESIGN.
TREE & SHRUB PLANTING DETAILS
1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION
SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC-
CEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED
AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION.
IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND
BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE
REMOVED AT THE TIME OF INSTALLATION.
FICUS REPENS VINE TO BE
PLANTED IN PLANTERS ON
SECOND. FLOOR.
-------------------------
SEE ARCHITECTUAL PLAN
FOR DEl AILS
1
PA
EX. 4" REC W.
_____________.____________._________._______________~~~~W~-------.-------------------------------.------.---~..-
f(ENDALL STREET
ASPHAL T
2. SUPPORTING APPARATUS SHALL BE REMOVED AFtER 1 COMPLETE
GROWING SEASON. ALSO THE FLEXIBLE ATIACHMENTS SHALL BE USED
WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS
TO PREVENT CAMBIAL DAMAGE.
3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE
(NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN
THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH
THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF
THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES
ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF
ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE
OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH
SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH
TREE.
4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS
WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE
THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A
DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED
PLANT MATERIAL.
Quantity SYMbol Scien tific NaMe COIYJrYJon NaMe Coole NaMe Plo.nting Size
2 * Acoelorrhaphe \frightii Po.urotis PalM PA B & B)12'HT
69 . Elo.eOlgnus Mo.crophyllo. Bigleo. f sil verberry EA 3-Go.l)24" )36"DC
48 QO Ro.phiiolepis inolico. Inolian 1",0. wthorn IH 3- Go.l )15" X15"
12 'f Roys-toneo. elo.-to. Royal PalM RP B & B)25'HT
F 12 ~ So.bo.t po.lMetto Po.lMetto SP B & B)10'+CT
6 ~ T o.belouia o.rgentino. Golol Tree TB 2 1/2"-Cal)10'HT
84 0 ViburnUM ooloro. tissiMUM 0. wo.buki Awabuki ViburnUM AV 3-Go.l)24/1 )36"DC
5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST
BE CONSTRUCTED SUCH THAT UMEROCI<, ASPHALT, CONCRETE OR ANY
OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO
THE PLANTING AREAS.
6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION 0
PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED
BY THE INTERNATIONAL SOCIElY OF ARBORICULTURAL.
7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT
INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES
THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN)
OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT
GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED
SUITABLE FOR PLANT MATERIAL INSTALLATION.
66
Ficus Repens
Creel:Jing Fig
FR
1-Go.l.)12"runners
InnlGATION I'IOTEB
1. SHALLOW WELLS. OPEN SUI~rN:1 Ii//\III': IIUIJlI :'. ul~ I~I U/\ltfJtl i
WATER MUST BE USED AS A SOUI\C1 ()I 1I~1~IGAllul\1 WAII]~. "II !,'
RIBUTlON SYSTEM For~ 1I'\H1GAIIOI\! MU~; I 1,10 I BE CONNEC ITIl I ( I
COUN'lY OR MUNICIPAL WATEH SOlJl~CE~;. UNLESS II CAN Dr I lll"l' If I
STRAfED lHAr HIESE SOURCES Am I'll) I AVAILNlIJ. .
2. IRRIGATION SYS I EMS MUST UIILI/I luW VOLUME DESIGNS SlIell I'
LOW TRAJECTORY I.IEADS or~ SOAI<EI\ IIOSES -10 PlmVIDE DIHEC'I 1\1'
PLICATION AND LOW EVAPORAIION. ~)YSI EMS HIAT OVERSPRAY AHE.N.
THAT DO NOT REQUIRE IRI'\IGA110N, suell AS PAVED AREAS WILL I-Jm
BE ACCEPTABLE. HIGH IRRIGATION HEEl) AI~EAS MUST NOT OVERSPPA,
LOW NEED AREAS.
3. HIGH WATER DEMAND LAI\!DSCAPL l\mAS SUCII AS TURF MU~:; I III
SERVED BY A SEPARATE IRI'\IGATION ZONE THAN LOW WATER NEE I )
PLANTER BEDS, 01\ MULCHED AREAS. Willi TI'\EES. IN NO CASE. : ;11/\1 '
ANY PLANTED VEGETATION AREA DE IvlOIWlIlAN !-,u' FI~OIvl A WAITI
SUPPLY HOSE B1813.
4. AUTOMATIC IImIGAIIOI~ SYSIUvl~; IvlU~;1 UL OI'U\AIUJ UY AN II~I!I
GATION SYSTEMS OPEI'\AI ED BY AI~ II~I~IGAI ION CONTROLLEI\
CAPABLE OF DIFFEI\ENTIATING IJEIWEEI-l TilE SCHEDULES OF IIIGII /,,111
LOW WATER DEMAND AREAS. COI{IHOLLEI'\S MUST I-lAVE MULTIPII:
CYCLE START CAPACrIY AND ^ FLEXIlJI.E CALENDAI\ PROGRAM ABU
BE SET TO COMPLY WITH LOCAL (m WAf EI'\ MANAGEMENT DISTHICI
IMPOSED RESTRICTIONS.
5. AUTOMATIC II'\I'\IGAIION SYS I Uvl:) kIll:; I HE I..JJUII'IJLI.l Willi I~/\II'I
SENSOR DEVICE' OR swnCH WIIICII Will UV[H1~ID[llI[ IImlGAllOl1
CYCLE OF lllE SPI~INI<LEI\ SYSI [Iv! \\111111 ADEOI JAil HAINFAII 11/\'
OCCURRED.
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PLANNING & DEVELOPMENT
SERVICES
CITY OF CLEARWATER
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~ COLOR SCHEME:
1 ROOF TILE:
<D REDIORANGE MCA CLAY nLE #B204 OR SIMILAR
'2' MAIN BUILDING WALLS I COLUMNS:
\::J GLIDDEN HAZELWOOD 3OVY65/258 OR SIMILAR
1'3' GARAGE WALLSIELEVATOR TOWEMRIM:
\:::J GLIDDEN SOFT GOLD 3OYV641331 OR SIMILAR
4 RAILINGSJBALLUSTERSIFASCIAlWINDOW & DOOR
FRAMES:
GLIDDEN KITTY WHITE 30YY78lO35 OR SIMILAR
(SEE RENDERING FOR APPROXIMATE COLORS)
14 SOMERSET ST.
"CHALETS ON WHITE SANDS"
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W
rd RECE I VED
(!l
~ MAY 1 3 2004
c
:::! PLANNING [ :E 'ARTMENl
ffi CITY OF C! ~ '1RWATER
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11 MAY. 2004
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HABITAT MANAGEMENT AND
LANDSCAPING PERMITS.
1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED
FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT
BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED.
a. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL
APPLICATION PLAN MUST BE SUBMITIED TO THIS DEPARTMENT IN
ORDER TO PROCESS THE PERMIT.
b, ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN-
THIFOLlUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE
TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF
SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMllY TO
PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED.
SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR
EROSION IS CREATED, THE AREA MUST BE RESTABILlZED WITH SUITABLE
MATERIAL.
c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A
BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES
HAVE BEEN APPROVED THE PERMIT CAN BE lYPED AND RELEASED.
TREE PROTECTION AND PRESERVATION.
TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS:
1. TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE
REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED
PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE
PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN
ON THE CONSTRUCTION DRAWINGS.
2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE.
IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS,
WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE
ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE
SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES
SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND
2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED.
LANDSCAPING
1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN
A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER
WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED
IN SAME VICINllY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE
MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT
BE PLANTED WITHIN MAINTENANCE EASEMENTS.
2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE
REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE
OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT
AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL
BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE
PRACTICAL USE OF TURF.
3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE-
MENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER,
WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE
MATERIAL SHOULD REMAIN AS GREENSPACE.
4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A
MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT
POLES, UTILllY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY
IMPAIR NATURAL GROWTH.
5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT
WITH PROPOSED OR EXISTING UTILllY LINES OR STRUCTURES, EASE-
MENTs OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE
EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER
LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA.
6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED
PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL
STRUCTURE, AND SEASONAL HIGH WATER TABLE.
7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR BETTER.
8. ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2"
CALIPER AT TIME OF PLANTING.
9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING,
PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF
3' IN HEIGHT.
1 O. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE
PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM
OF 5' WIDE.
IRRIGA TION NOTES
1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED
WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST-
RBuToN SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO
COUNlY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON-
STRATED THAT THESE SOURCES ARE NOT AVAILABLE.
2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS
LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP-
PLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS
THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT
BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY
LOW NEED AREAS.
3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE
SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED
PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL
ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER
SUPPLY HOSE BIBB.
4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI-
GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER
CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND
LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE
CYCLE START CAPACllY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO
BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT
IMPOSED RESTRICTIONS.
5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN
SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION
CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS
OCCURRED.
.....
.....
~
IRRIGA TION NOTES ICONTINUEDI
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II" From Rootball
Planting Soil Mixture
THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI-
GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA.
THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING:
1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER.
2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES.
3. SPRINKLER HEADS COMPATIBLE WITH THE lYPE OF PLANTING.
4. ELECTRIC VALVES.
5. GAUGE 14 UF COPPER WIRE.
6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES.
WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES
SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE.
3" Soil Saucer
MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY
RAIN BIRD CO. OR APPROVED EQUAL.
3" Minimum Mulch
THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH
CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE
OWNER FOR APPROVAL PRIOR TO INSTALLATION,
"
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Existing Soil
THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR
ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT/
ENGINEER,
ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH
NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE
WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA
REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING
AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY.
SHRUB PLANTING DETAIL
N.T.S.
ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION
TO THE AIR TOXICS SECTION OF THE COUNlY DEPARTMENT
OF ENVIRONMENTAL MANAGEMlENT PRIOR TO ANY DEMOLITION OF
BUILDINGS.
ASPHALT PAVEMENT '
ROAD BASE ~
CONCRETE CURBING
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
XERISCAPING
For Cabbage Palm Installation:
Trim All Fronds at Time
of Digging and Planting
For Washington Polm IntltaBation:
leave inside raw of fronds
TIe up with biodegroclable twine
1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS
WITHIN PROPOSED LANDSCAPE PLANTER BEDS.
2. DROUGHT AND COLD TOLEIRANT PLANT MATERIAL.
....
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3, GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER
REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION
WATERING SYSTEMS.
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4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES-
SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING.
For Cabbage Palms:
All Trunks to bs Smooth and
All Bum Marks Brushed Away
For Washington Palms:
Leave all bOots on trunk
2 layers Burlap Pad at
Support Contact - Na
Nails in tree Wood
Wirs Tie
2- x 4- Brace (Yellow Pine)
Space Three at 120' Typical
Remove after one growing season.
2- x 4' Stake (Yellow Pine)
Three Feet Long
Remove after one growing season.
Saucer Rim
Finish Grade
5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT
AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS-
CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH
OF r'ROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL
CONDITIONS WARRANT THESE AMENDMENTS).
.: Ii I!
~ ; ; ! I ! I ! j."
:"1 i 1"'1. I.
. 1.1..
, ! jl i 1 " Washed-In and Tamped
I ! ! ...11 i . . . J II Plonting Soil Mixture
! I:" -'I" .. - -.. ! 'I "
.: I!. .11 j .. o. : ...... o:~, Existing Soli
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6. THE PRESERVATION AND INlCORPORATION OF EXISTING PLANT
COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN.
3- Minimum Mulch
RootballL. 16- Minimum
Radius tram Trunk
7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT
IRRIGATION.
PALM STAKING & PLANTING DETAIL
N,T.S.
~. LOW-MAINTENANCE DESIGN.
jrREE & SHRUB PLAiNTING DETAILS
h. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION
~HALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC-
~EPTABLE, ALL NON BIODEGRADABLE WRAPPINGS WILL BE REMOVED
~ND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION.
IF WIRE BASKETS ARE USED IIN CONJUNCTION WITH BALLED AND
BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE
REMOVED AT THE TIME OF INSTALLATION.
I NES Comm. : 0441 ,'~"::; I
'''''!'1'
I Drawn By: B.J.V:~"';~\ I
Checked By: H.G. ,?~;i~
CROWN SPREAD
NOTE: ALL TREE STAKES AND SUPPORI WIRES
WILL BE REMOVED AFTER 1 COMPLElE
GROWING SEASON.
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Remove Dead and Injured
Twigs, Trim No Leaders,
Retain Natural Shape.
3/4" - 2 Ply Reinforced
Rubber or Plastic Hose
White Swrveyor's Tagging
Tape, 6 Length
I
3 - 12 Guage Galvanized Wires
Spaced 120 "round Tree an~
Set At A 4S'Angle With 3- ft 68
Duckbill Anchors Or Equal
Mound To Form Saucer
3" Minimum Mulch Layer
Remove Burlap From
Around Top Of 8011
Planting Soil Mixture
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TREE 8T AKING & PLANTING DETAIL
ADJACENT TO OR WITHIN V.U.A.
N.T.S.
CROWN SPREAD
NOTE: ALL TREE STAKES AND SUPPOR r WIRES
WILL BE REMOVED AFTER 1 COMPLEI E
GROWING SEASON.
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Remove Dead and Injured
Twigs, Trim No Leaders,
Retain Natural Shape.
3/4" - 2 Ply Reinforced
Rubber or Plastic Hose
White SWrveyor's Tagging
Tape, 6 Length
I
3 - 12 Guage Galvanized Wires
Spaced 120 Around Tree and
Set At A 4S'Angle With 3- # 68
Duckbill Anchors Or Equal
Remove after one growing season.
Mound To Form Saucer
3" Minimum Mulch Layer
Remove Burlap From
Around Top Of Ball
Planting Soil Mixture
Issue Date:
Revisions:
No. Date
Provide a minilTllJm S'x10'
unobstructed pic 'lting area
TREE 8T AKING & PLANTING DETAIL
N.T.S.
/ /
1I~~~ ~~~~~~~[Q)~ [Q)~1I ~~[L~
~. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE
~ROWING SEASON. ALSO THE FLEXIBLE ATIACHMENTS SHALL BE USED
~HERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS
1r0 PREVENT CAMBIAL DAMAGE.
fJ. PLANTING HOLES ASSOCIATIED WITH PROPOSED TREES MUST SLOPE
~NOT COMPACTED) AND A MINlIMUM OF 18-24 INCHES WIDER THAN
IrHE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH
IrHAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF
IrHE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES
~BOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF
ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE
OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH
~HOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH
IrREE.
~. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS
WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE
IrHROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A
~EPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED
PLANT MATERIAL.
6' - 8'
1" X 4" Horizontal Wood
Members or
Approved Substitute
.
4'
2" x 2-
Vertical
Wood Stokes
p. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST
~E CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY
OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO
HE PLANTING AREAS.
Barriers Placed at Protective Radius
.
.
2/3rd's drlpllne far hardwoods 16'mlnl
full drlpllne for pines 16'mlnl
S. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF
PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED
SY THE INTERNATIONAL SOCIElY OF ARBORICULTURAL.
rJ. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT
NSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES
HAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN)
PF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT
~ROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED
~UITABLE FOR PLANT MATERIAL INSTALLATION,
TREE BARRICADE DETAIL
N.T.S.
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PU\NNiNG & DEVELOPMENT
SERVICES
CITY OF CLEARWATER
ORIGI~JAL
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IRRIGA TION NOTES
IRRIGA TION NOTES (CONTINUED)
1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED
WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST-
RBuToN SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO
COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON-
STRATED THAT THESE SOURCES ARE NOT AVAILABLE.
THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI-
GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA.
THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING:
1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER.
/.. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES.
3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING.
4. ELECTRIC VALVES.
5. GAUGE 14 UF COPPER WIRE.
6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES.
2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS
LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP-
PLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS
THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT
BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY
LOW NEED AREAS.
WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES
SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE.
3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE
SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED
PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL
ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER
SUPPLY HOSE BIBB.
MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY
RAIN BIRD CO. OR APPROVED EQUAL.
THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH
CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE
OWNER FOR APPROVAL PRIOR TO INSTALLATION.
4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI-
GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER
CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND
LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE
CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO
BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT
IMPOSED RESTRICTIONS.
THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR
ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT /
ENGINEER.
ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH
NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE
WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA
REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING
AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY.
5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN
SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION
CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS
OCCURRED.
ASPHAL T
A VALON STREET
EX. 8" SAN.
- - - - - - -'- - -
,
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. -:- - - - -
RIM 5.39 - - - -
INV. ,. 79{E)
INV. 2.84(NW)
INV. 2.99(SW}
ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION
TO THE AIR TOXICS SECTION OF THE COUNTY DEPARTMENT
OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF
BUILDINGS.
EX. 6" W.
~~~~~~~----------------------------_.
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6.
1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS
WITHIN PROPOSED LANDSCAPE PLANTER BEDS.
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2. DROUGHT AND COLD TOLERANT PLANT MATERIAL.
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REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION
WATERING SYSTEMS.
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4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES-
SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING.
5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT
AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS-
CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH
OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL
CONDITIONS WARRANT THESE AMENDMENTS).
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6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT
COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN.
7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT
IRRIGATION.
8. LOW-MAINTENANCE DESIGN.
TREE & SHRUB PLANTING DETAILS
1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION
SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC-
CEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED
AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION.
IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND
BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE
REMOVED AT THE TIME OF INSTALLATION.
2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE
- GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED
WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS
TO PREVENT CAMBIAL DAMAGE.
.
-_._---------._._-_.~----...
EX. 6" W.
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INES Comm.: 0441 I
I Drawn By: B.J.V. I
I Checked By: H.G. I
Issue Date: 07/19/04
Revisions:
No. Date Descri tion
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I PLANNiNG & CiEVELOPMENT I
SERVICES
I CITY OF CLEARWATER '
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3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE
(NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN
THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH
THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF
THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES
ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF
ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE
" OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH
~ SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH
TREE.
,
-'-~,- --.- ~-;;-.; -
EX. 8N SAN.
KENDALL STREET
ASPHAL T
.'-
RIM 4.88
INV. 1.68(E)
INV. 2.28(SWcfNW)
_ _i_:_ _
-------------------------
- - -,-
EX. 4" REG. W.
----~~------~~-----------------------------------~~~------------------------------------------------------
4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS
- WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE
THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A
- DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED
- PLANT MATERIAL.
NETAFIM DRIP TYPE
IRRIGATION
Irriga tion Heads Table
Quantity SYMbol Sprinkler Heads
33 e RAINBIRD 1800 SERIES 10 Series trajectory 15 deg 180
1 C9 RAINBIRD 1800 SERIES 10 Series trajectory 15 deg 090
2 G RAINBIRD 1800 SERIES 10 Series trajectory 15 deg 120
3 EB RAINBIRD 1800 SERIES 10 Series trajectory 15 deg 360
5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST
- BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY
OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO
THE PLANTING AREAS.
- 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF
PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED
BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL.
7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT
~ INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES
THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN)
OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT
GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED
SUITABLE FOR PLANT MATERIAL INSTALLATION.
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BUTLER'S NURSERY, INC.
7011 75TH. ST. N. PINELLAS PARK, Fl. 33781
PH.#(727)544-0445 FAX#(727)541 -5027
E-MAIL: BUTLERSNURSERY@MSN.COM
IR1.1
DRAWN BY: R. BELKO
CHECKED BY: C. BUTLER
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NUMBER OF PARKING SPACES: 12
FIRST LEVEL GARAGE PLAN
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1/8"=1'-0"
PERCENTAGE OF BUILDING AT DIFFERENT HEIGHTS:
AT 69.5 FT HEIGHT: + 54.50/0
AT 58.6 FT HEIGHT: !: 24.00/0
AT 39.2 FT HEIGHT: !: 11.50;0
AT 29.6 DT HEIGHT: + 1 0 0/0
PERCENTAGE OF OPENEINGS:
NORTH ELEVATION:
AT 10'-1" SETBACK:
REQUIRED: 20% = 499.2SF
ACTUAL: 495 SF < 20%
AT 10'-1" SETBACK:
REQUIRED: 20% = 32.5 SF
ACTUAL: 30 SF < 20%
AT 15' SETBACK:
REQUIRED: 20% = 81.186 SF
ACTUAL: 80 SF < 20%
NORTH ELEVATION
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PERCENTAGE OF OPENEINGS:
WEST ELEVATION:
AT 3'-1" SET~K:
REQUIRED: 10~ = 79 82 SF
ACTUAL: 76.. SF 20%
AT 5'-1" S~E:
REQUIRE 1.0% 1~6 SF
ACTUAL: 95. F ~
AT 10' SETBACK:
REqUIRED: 40% = 854.916 SF
ACTUAL: 853 SF < 20%
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LEGEND I;i
OAK TREE NOS C A LE 000
PINE TREE :
PALM TREE @
OTHER TREE (AS LABELED) @
BUSH ~
~~Nl~2" CAPPED IRON ROD "LB 4513" @
FOUND IRON ROO &SlZE NOTED) @
~~~g ~~~~...JRJIK~OD (SIZE NOTED) ~
PARKER KA'l1.ON NAIL UII
FOUND CONCRETE MONUMENT (SIZE NOTED) 11II
FOUND OPEN-ENDED IRON PIPE (SIZE NOTED) IC'(
FOUND PINCHED-TOP IRON PIPE (SIZE NOTED) IX!
FOUND NAIL & BRASS DISK .() or <$'
SET NAIL IN BRASS DISC "LB 4513" ...
PROFESSIONAL LAND SURVEYOR ...
LAND SURVE\1NO BUSINESS III
PLA T {()
~,~~R~lA~RED ill
OFFICIAl RECORDS (BOOK) liSl
PAGE -.....
PLA T BOOK
CALCULATED FROM PLAT CALLS
CALCULATED FROM FIELD SURVEY
POINT Of' BEGINNING
POINT Of' COMMENCEMENT
PUBUC UnUnES EASEMENT
DRAINAGE EASEMENT
MANHOLE
ELEVAnON
INVERT
TOP Of' PIPE
UNDERGROUND
UNDERDRAIN
MITERED END SECnON
FLARED END SECnON
REINFORCED CONCRETE PIPE
ELLIPnCAL REINFORCED CONCRETE PIPE
CORRUGATED METAL PIPE
DUCnLE IRON PIPE
POL YVlN'l1.CHLORIDE PIPE
GENERAL TELEPHONE AND ELECTRONICS
TELEPHONE
OVERHEAD ELECTRIC, CABLE TELEVI( SlON
AND/OR TELEPHONE SERVICE UNE S)
FlBER-OpnC CABLE
GUY
R/W
~
EIP
BOC
HWY
BLVD
CONC
ASPH
EM
CLF
BWF'
'M'F
AIC
R.R.
TOB
TOS
NO.
F'F'
DIA.
TRAFFIC SIGNAL ACCESS BOX
CLEANOUT
GAS METER
GAS VALVE
SANITARY MANHOLE
GREASE-TRAP MANHOLE
ELECTRIC MANHOLE
STORM MANHOLE
WATER VALVE
RECLAIMED WATER VALVE
WATER METER BOX
RECLAIMED WATER METER BOX
IRRIGAnON CONTROL VALVE
FlRE HYDRANT
UGHT POLE
WOOD UnUTY POLE
CONC UTIUTY POLE
TELEPHONE BOX
CABLE TV BOX
SIGN
SPRINKLER HEAD
ROOf' DRAIN
GUIDE WIRE
RIGHT-Of'-WAY
CENTERLINE
EDGE Of' PAVEMENT
BACK OF CURB
HIGHWAY
BOULEVARD
CONCRETE
ASPHALT
ELECTRIC METER
CHAIN UNK FENCE
BARBED WIRE FENCE
WOOD PLANK FENCE
AIR CONDInONER
RAILROAD
TOP Of' BANK
TOE Of' SLOPE
NUMBER
FINISH FLOOR
DIAMETER
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· TOWNSHIP 29 SOUTH
PINELLAS COUNTY,
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PLANNING & DEVELOPMENT
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CITY OF CLEARWATER
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NOTES:
1. TYPE OF SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY
2. LAST DATE OF SURVEY: JULY 14, 2004.
3. SURVEY CREW: ROB ROGERS and DAN LANG
4. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO THE NATIONAL
GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D.).
5. REFERENCE BENCHMARK IS A CITY OF CLEARWATER BENCHMARK,
DESIGNATED '1-02', STAMPED: FL DNR 15-93-DA-09
LOCATED AT THE WEST END OF BOHEMIA CIRCLE S. AND THE INTERSECTION
OF ELDORADO AVENUE ON SEAWALL.
ELEVATION = 4.905' (NAVD '88)
REFERENCE BENCHMARK IS A CITY OF CLEARWATER BENCHMARK,
DESIGNATED 'H-02', STAMPED: STANDARD CITY OF CLEARWATER DISK
LOCATED AT THE WEST END OF ROCKAWAY STREET IN THE NORTH BEACH PARKING LOT
LOT AT THE SOUTH END OF A CONCRETE PARKING ISLAND. ELEVATION = 5.156' (NA VD '88)
6. THE LOCATION OF EXISTING UNDERGROUND INSTALLATIONS OR IMPROVEMENTS
HAS BEEN LIMITED TO THE ABOVE GROUND EVIDENCE OF SUCH IMPROVEMENTS,
EXCEPT AS SHOWN OTHERWISE.
7. BASIS OF BEARINGS: THE SOUTH RIGHT-Of---WAY LINE OF AVALON STREET WAS
ASSUMED TO BEAR EAST,
8. NO UNDERGROUND INST ALLA TIONS OR IMPROVEMEN TS HAVE BEEN LOCATED EXCEP T
AS SHOWN.
9. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT OF WAY AND/OR ONNERSHIP
WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN.
10. THIS SURVEY DOES NOT REFLECT NOR DETERMINE OWNERSHIP.
11. ALL MEASUREMENTS, DISTANCES, ELEVATIONS AND FEATURES SHOWN WERE PERf ORMED IN
STRICT ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER
61G17-6, FLORIDA ADMINISTRATIVE CODE.
12. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR WILL BE r'~E
RE-USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR.
13. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOC nON.
14. ONLY TREES FOUR (4) INCHES AND LARGER DIAMETER AT BREAST HEIGHT (DBH) WERE
LOCATED AND SHOWN ON MAP OF SURVEY.
Lots 5, 6, and 14, Block 7,
Revised Map of CLEARWATER BEACH
as recorded in Plat Book 11, page 5
public records of Pinellas County, Florida.
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EAST ELEVATION:
AT 10'-1" SETBACK:
REQUIRED: 20% = 835.2 SF
ACTUAL: 565 SF < 20%
AT 10'-1" SETBACK:
REQUIRED: 20% = 388.6 SF
ACTUAL: 384 SF < 20%
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PERCENTAGE OF OPENEINGS:
SOUTH ELEVATION:
AT 10'-1" SETBACK:
REQUIRED: 20% = 289.98 SF
ACTUAL: 245 SF < 20%
AT 10'-1" SETBACK:
REQUIRED: 20% = 290 SF
ACTUAL: 252 SF < 20%
NOTE:
THE EXTERIOR OF THE BUILDING
IS A SLIGHTLY TEXTURED STUCCO
FOR COLORS SEE COLORED ATTACHMENT
LABELLED AS "EXTERIOR FINISHES" AND FOR
COLOR LOCATIONS REFER TO ATTACHED
3D RENDERINGS.
H ELEVATION
1/8"=1 '-0"
REVISIONS
# DATE
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BUILDING SETBACKS AS NOTED
ON SHEET A1 ARE AS SUCH TO
ACCOMODATETHEPERCENTAGE
OF OPENINGS REQUIRED.
BUILDING SETBACKS ARE AS FOLLOWS:
NORTH SETBACK: 10'-4"
SOUTH SETBACK: 10'-1"
EAST SETBACK: 10'-1"
WEST SETBACK: 0'-0"
OPENING PERCENTAGES ARE CALCULATED
NEXT TO EACH ELEVATION AND FALL WITHIN
CODE REQUIREMENTS.
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14 OCT. 2004
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LEGAL DESCRIPTION:
SECTION 5 ,TOWNSHIP 29 S, RANGE 15 E
CITY OF CLEARWATER
PINELLAS COUNTY, FLORIDA.
Lots 5, 6, and 14, Block 7,
Revised Map of CLEARWATER BEACH
as recorded in Plat Book 11, page 5
public records of Pinellas County. Florida.
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EXIST. ELEVATION
EXIST. CONTOUR
NEW ELEVATION
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SITE DATA
EXISTING (E) PROPOSED (P) REQUIRED
MHDR &: T MHDR &: T MHDR &: T
ZONIING:
LANID USE: RH &:RFH RH &: RFH RH &: RFH
15 OVERNIGHT ACCOMM. ATTACHED DWELLINGS ATTACHED
USAGE: AND 1 DWELLING UNIT 13 UNITS DWELLINGS
13,050 S.F. 13,050 S.F. MHDR - 15,000 S.F.
LOT AREA: 0.30 AC. 0.30 AC. T - 10,000 S.F.
DENSITY: 15 OVERNIGHT ACCOMM. 13 UNITS * 30 UNITS PER ACRE
AND 1 DWELLING UNIT ( 8 UNITS)
BUILDING COVERAGE: 4,678 S.F. 9,510 S.F. N/A
(S.F. &: % OF GROSS SITE) 21.5%
GROSS FLOOR AREA (S.F.): 4,678 S.F. 35,310 S.F. N/A
F.A.R.:' 0.215
12.3' ~HDR{AVA~oNj-o'To STAGiNGARrA MHDR - 25'
FRONT: Ll 0' 1\ !o 1 B\.D.fd AI nr. T - 15'
MHDR - 10'
BLDG. 4.7' WEST - 0' TO BLDG.
SETBACKS: SIDE: EAST - 10' TO ILDG. T - 10'
4.7' 10' TO BLDG. MHoR - 15'
REAR: T - 20'
69.5'T0 TOP OF Roorsar MHDR - 30'
F~O~ B F E.
BLDG. HEIGHT: 1 &: 2 STORY 3.66' TO 0 OF l>l:coRATlVE T - 35'
PARAPET EDGE
PAVED VEHICULAR USE AREA: 4,097 S.F. 1,017 S.F. N/A
(V.U,.A.)
IMPERVIOUS SURFACE RATIO: 11,012 S.F. 11,005 S.F. MHDR - 0.85
(I.S.R. ) 0.84 0.84 T - 0.95
OPEN SPACE: 2,038 S.F. 2,045 S.F. N/A
(S.F. c!c " OF GROSS SITE) 16% 16%
PARKING LOT INTERIOR LANDSCAPING: 180 S.F. 329 S.F. 10%
(S.F. c!c " OF V.U.A.) 4% 32%
PARKING: OPEN 24 20
PARKING CALCULATIONS: 13 UNITS x 1.5 PKG SPACES PER UNIT = 20
FLOOD ZONE INFORMATION:
THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE "VE" B.F.E.13; "AE" B.F.E. 12 PER FLOOD INSURANCE RATE MAP 12103C0102G
MAP REVISED: SEPTEMBER 3, 2003
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SURVEY INFORMATION PROLIDED BY A SIGNED &: SEALED SURVEY BY:
SUNCOAST LAND SURVEYI:!G, Inc.
C. BOYD ALLEN. P .LS. 113932
DATED: 7/14/04
* 12 UNITS BASED ON TERMINATION OF NON CONFORMITY PLUS 1 UNIT THROUGH TOR
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CASE # ..fi:Yuot.. E) e>~r~
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COB DATE
SIGNATURE
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TDR DATA TABLE
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SENDER SITE MAXIMUM EXISTING/APPROVED PREVIOUSLY REMAINING UNITS TC
ALLOWABLE UNITS ON SITE TRANSFERRED AVAILABLE TRANSFEI
DENSITY UNITS UNITS TO RECEI
SITE
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321 CORONADO 4 UNITS 0 0 4 UNITS 1 Uf\
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INDEX OF ~HEETS
C1.1 CIVIL SITE llA"1 A
C1.2 CIVIL SITE SPECIFICATIONS
C2.1 DEMOLITIO~ j SITE PLAN
C3.1 STAKING SITE PLAN
C4.1 GRADING, DRAINAGE AND
UTILITIES SITL: PLAN
C6.1 CIVIL SITE [lETAILS
C6.2 CIVIL SITE,JiETAILS
L 1.1 LANDSCAPf SITE PLAN
L 1.2 LANDSCAPE DETAILS AND
SPECIFICAT'ONS
IR1.1 IRRIGATION SITE PLAN
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TIllS DRAWING, AN INSTRUMENT Of, saMCE .ANI). SHAu.... 'llawN . THE PROPERlY Of THE
ENGINEER, ANI ;'IAtl NO BE R~ROQU~ro: ~EIl. .INN<< WAY wmtOUT
TIlE CONSENT TlIr 'NEERo,) . .... . C~4 NOT PIIBUSHEO
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S.W.F.W.M.D./ EROSION CONTROL NOTES
1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS
RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES
PRIOR TO INITIATING AND DURING ALL PHASES OF lAND ClEARING AND CONSTRUCTION
TO PREVENT SOIL EROSION AND SILTATION.
2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH All
STORM WATER DIRECTED TO IT. AFTER COMPlETION OF All WORK, REMOVE DEBRIS
AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND ANE GRADE THE
ANAl SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED
AND SHOWN ON PlAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING.
3. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHAlL BE CONSTRUCTED
EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY
IN PARTS OFF SITE.
4. AFTER COMPLETION OF THE PROJECT, THE OWNER Will BE RESPONSIBLE FOR THE
OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED
SHAll BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC
INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE
OPENINGS IN THE CONTROL STRUCTURES.
5. All DISTURBED CONDITIONS SHAll BE RESTORED TO NATURAL CONDITIONS OR BEITER.
6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION
OR OTHER MATERIAlS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN.
NOTE: PLAN CONFLICTS, SHOWN OR UNSHOWN, WITH OTHER EXISTING SITE IMPROVEMENTS
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ADJUSTMENTS AND PROTECT
OR REINSTALL ALL DISTURBED EXISTING UTILITIES, PHONE LINES, POWER LINES, POWER
SUPPORT CABLES, SPRINKLER LINES AND CONTROLS, MECHANICAl PIPELINES OR
UNDERGROUND POWER CABLES AND RETURN EXISTING CONCRETE WALKS, DUMPSTER PADS,
FENCE, HANDRAIL, VALVES, HYDRANTS, GUY WIRES, ELECTRIC BOXES AND PIPELINES
WHICH SHALL BE REPAIRED OR REINSTAllED AS INCIDENTAL TO THE COST OF WORK SHOWN
HEREUNDER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVE ANY
CONFLICTS PRIOR TO AWARD OF THE CONTRACT.
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
40D-4 & 400-40 FAC. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER
OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A
OFFENSE.
MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY
1. All SODDED AREAS SHAlL BE MOWED AND MAINTAINED PROPERLY.
2. UNDER NO CIRCUMSTANCES SHAlL THE RETENTION AREA BE FILLED WITH ANY OTHER
SUBSTANCE THAN STORMWATER.
3. SWALE AREAS SHAll BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS.
4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHAll BE RECONSTRUCTED
IN ACCORDANCE WITH THE APPROVED PlAN.
OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM
THE OWNER SHALL PERIODICAlLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE
SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE
CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A
YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION
POND SHAll BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN
THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND
BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE
PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER Will BE RESPONSIBLE TO MAKE
SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES
STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E.
GASOLINE, OIL, GREASE, CHEMICALS, ETC.
THE POND UNDERDRAIN SYSTEM SHAll BE INSPECTED ANNUALLY AND RETROFITTED AND
FLUSHED SEMI-ANNUAllY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN
All MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT ALTER MATERIAl
SHALL BE DISPOSED OF IN A PERMITTED FACILITY.
EROSION AND SILTATION CONTROL NOTES
1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS,
ALTER FENCES, 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 WATER BODIES, MUST BE
INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED
FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH
SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE
AtN OTHER DISTURBANCE OF THE SITE BEGINS.
2. 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.
3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE
OF SILT THROUGH THE OUTFAll STRUCTURE DURING CONSTRUCTION OF ANY RETENTION
AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTAWNG
ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST
BE TOTAllY CLEANED OUT AND OPERATE PROPERLY AT FINAl INSPECTION AND AT
THE END OF THE WARRANTY PERIOD.
4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING
FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. AlL OTHER
INTERIOR SWAlES, ETC., INCLUDING DETENTION AREAS Will BE SODDED PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: ALL 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
STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE
EXPECTED LENGTH OF TIME THE STOCKPILES Will BE PRESENT. IN NO CASE SHAll
UNSTABILlZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS.
6. MAINTENANCE: All EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED
REGULARLY, ESPECIALLY AFTER EACH RAINFAll AND Will BE CLEANED OUT
AND/OR REPAIRED AS REQUIRED.
CLEARING AND GRUBBING NOTES
1. PRIOR TO AtN SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION
PLANS SHAll BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S
TREE ORDINANCE AND DETAILS CONTAINED IN THESE PlANS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO
TREES SHOWN TO REMAIN SHAll BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE
OWNER.
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL
CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE
SOILS REPORT ARE AVAIlABLE THROUGH THE OWNER OR THE SOILS TESTING
COMPANY QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN
THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY.
3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE,
NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR
PLANTED WITH OTHER APPROVED lANDSCAPE MATERIAl IMMEDIATELY FOLLOWING
CONSTRUCTION.
4. THE TOP 4- TO 6- OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR lANDSCAPING
PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER.
CLEARING AND GRUBBING NOTES (CON'T)
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY -GRADING BY
HAND- IS PERMITTED WITHIN THE CANOPY UNE OF TREES THAT ARE TO REMAIN.
6. THE CONTRACTOR IS TO OBTAIN All NECESSARY PERMITS FOR REMOVING ANY
EXISTING STRUCTURES.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES' IPRIOR TO REMOVING OR DEMOLISHING.
8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND Will BE RESPONSIBLE FOR THE DEMOUTlON AND REMOVAL OF ALL
UNDERGROUND AND ABOVE GROUND STRUCTURES THAT Will NOT BE INCORPORATED
WITH THE NEW FACILITIES. SHOULD AtN DISCREPANCIES EXIST WITH THE PlANS.
THE CONTRACTOR SHAlL BE RESPONSIBLE IFOR CALLING THE OWNER AND REQUESTING
A ClARIFICATION OF THE PlANS PRIOR TO DEMOLITION.
9. 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 MAlNTAlINED AND MODIAED AS REQUIRED BY
CONSTRUCTION PROGRESS.
10. ALL EROSION AND SILTATION CONTROL MElHODS SHALL BE IMPLEMENTED PRIOR TO
THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPlETE.
11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS Will BE
RESHAPED, CLEANED OF SILT, MUD AND DIEBRIS, AND RE-SODDED IN ACCORDANCE
TO THE PlANS. .
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12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY,
STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETlANDS.
WATER SYSTEM NOTES
1. All WATER MAINS SHAlL HAVE A MINIMUM OF 36 INCHES OF COVER.
2. ALL WATER SYSTEM WORK SHAlL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
3. All DUCTILE IRON PIPE SHALL BE ClASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE
EXTERIOR BITUMINOUS COATING IN ACCORIDANCE WITH ANSI A 21.6, 1 21.8 OR A
21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS
SEALED IN ACCORDANCE WITH ANSI A (AwrwA C 104-71).
4. All FITTINGS LARGER THAN 2- SHALL BE DUCTILE IRON ClASS 53 IN ACCORDANCE
WITH AWWA C-ll0 WITH A PRESSURE RAlTlNG OF 350 PSI. JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE WITHI AWWA C-lll. FITTINGS SHALL BE
CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-l04.
5. All PVC WATER MAINS 4- THROUGH 12- SHALL BE IN ACCORDANCE WITH AWWA
C-900. PIPE SHAll BE ClASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN
ACCORDANCE WITH ASTM D-2241.
6. WATER MAIN PIPING OF LESS THAN 4- SHALl BE PER ASTM D2241-89.
7. All FITTINGS 2- AND SMAlLER SHAlL BE SCHEDULE 40 PVC WITH SOLVENT WELDED
SLEEVE lYPE JOINTS.
8. All GATE VAlVES 2- OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE
MEETING THE REQUIREMENTS OF AWWA C509.
9. All FIRE HYDRANTS SHAll MEET THE REQUIREMENTS OF AWWA C502 AND SHAlL BE
APPROVED BY THE LOCAL UTILITY AND ARE MARSHALL.
10. THE CONTRACTOR IS TO INSTAll TEMPORARY BLOW-OFFS AT THE END OF WATER
SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
11. THRUST BLOCKING SHAlL BE PROVIDED AT All ATTINGS AND HYDRANTS AS SHOWN
ON DETAILS.
12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES.
13. THE IRRIGATION SYSTEM SHAll HAVE COLOR PIPING AND LABELING ON THE
PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING.
WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS
1. ALL COMPONENTS OF THE WATER SYSTEM; INCLUDING FITTINGS, HYDRANTS,
CONNECTION, AND VAlVES SHAll REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESfm AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCO"~.\NCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWN;],',; ENGINEER AND WATER' DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFuRMING TESTS.
2. NEW WAiER MAINS
AFTER COMPlETION OF INSTAlLATION OF NEW WATER MAINS, PRESSURE TESTING SHAlL
BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEtd
STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION.
SAMPLING OF NEW WATER MAINS SHALl CONFORM WITH COUNTY PUBLIC HEALTH UNIT
REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES
SHAll A NEW WATER SYSTEM BE PLACEDI INTO SERVICE UNTIL CERTlACATlON BY THE
ENGINEER HAS BEEN COMPlETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT
HAS BEEN ISSUED.
SANITARY SEWER NOTES
1. All SANITARY SEWER MAINS & LATERALS SHAlL HAVE A MINIMUM OF 36 INCHES OF
COVER.
2. ALL SANITARY SEWER MAINS & SERVICE ILATERALS SHALL BE CONSTRUCTED OF
POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE
CONSTRUCTION DRAWINGS.
3. All SANITARY SEWER WORK SHAlL CONFORM WITH LOCAl REGULATORY STANDARDS
AND SPECIFICATIONS.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING
LINES OR APPURTENANCES, THE CONTRACTOR SHAll VERIFY LOCATION AND
ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES.
5. PVC PIPE AND ATTlNGS SHALL CONFORM TO ASTM SPECIACATlONS DESIGNATION
D-3034-77C, SDR 35. INSTALlATION OF SDR 35 PIPE SHAll BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIACATlON SECTION D2321.
AlL SANITARY SEWER PIPELINES SHAlL BE SOLID GREEN IN COLOR.
6. ALL PVC FORCE MAINS SHAll BE ClASS 2000, SDR 21, COLOR GREEN, WITH A
GREEN MAGNEllC TAPE A MINIMUM OF 2-WIDE, PLACED 1 FOOT BELOW THE
PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ
-FORCEMAlN-. .
7. ALL DUCTILE IRON PIPE SHAll BE ClASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHAll
RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI
A 21.6, A 21.8, OR A 21.51.
8. All SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAlNS THAT
REQUIRE D.I.P. ARE TO BE POLYLlNED OR. EPOXY LINED.
9. AlL SANITARY SEWER COVERS SHALl BE TRAFAC RATED FOR H-20 LOADING.
SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS
1. All GRAVITY SEWER PIPING SHAll BE SUBJECT TO A TELEVISION INSPECTION BY
THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN
ADVANCE TO SCHEDULE INSPECTION. .
2. THE CONTRACTOR SHALL PERFORM AN EXALTRATION TEST ON All GRAVITY SEWERS
INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION
MAXIMUM AllOWABLE lEAKAGE RATE: 1 OOGPD PER INCH PIPE DIAMETER PER MILE.
TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL
COORDINATION AND NOTIFICATION OF AlL PARTIES IS THE CONTRACTOR'S
RESPONSIBILITY.
3. ALL FORCE MAINS SHAll BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS
ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE
REGULATORY AGENCY FOR APPROVAL COORDINATION AND NOTIFICATION OF All
PARTIES IS THE CONTRACTOR'S RESPONSIBILITY.
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, ONE OF THE FOllOWING METHODS OF PROTECTION SHALl BE
UTILIZED:
WATER/SEWER CLEARANCE REQUIREMENfS (CON'T)
A. THE SEWER SHAlL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS);
B. THE SEWER SHALL BE INSTALLED WITH D.I.P. FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS);
C. THE SEWER SHAlL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE,
AND BE PRESSURE TESTED AT 150 PSI TO ASSURE WAfER TIGHTNESS PRIOR TO
BACKFIWNG; OR
D. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT
CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED
PERPENDICUlAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS
APPROVED BY THE DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTION.
ONE OF THESE METHODS SHAlL ALSO BE UTILIZED WHEN THERE IS NO AlTERNATIVE TO
SEWERS CROSSING OVER WATER MAINS. IN SUCH INSTANCES, ADEQUATE STRUCTURAL
SUPPORT SHAlL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE.
HORIZONTAL SEPARATION BETWEEN PARAlLEL LINES
GRAVITY SEWERS OR FORCE MAINS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTAllY
FROM AtN EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHAll BE MEASURED EDGE
TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10FT. SEPARATION, THE
WATER MAIN SHAlL BE INSTALlED IN A SEPARAIE 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.
IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS
DESCRIBED, BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR
MECHANICAL JOINT PIPE COMPLYING WIlH PUBLIC WAfER SUPPLY DESIGN STANDARDS OF THE
DEPARTMENT AND BE PRESSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE
BACKFIWNG.
SANITARY SEWER/REClAIMED WATER & POlA8LE WATER/RECLAIMED WATER SEPARATIONS
WHEN THE REClAIMED WATER LINE IS TRANSPORTING WATER FOR PUBLIC ACCESS IRRIGATION:
MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES
SHAlL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO
CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHAlL BE MAINTAINED BETWEEN REClAIMED
WATER LINES AND EITHER POTABLE WATER MAINS OR SANITARY SEWER LINES. AN 18-INCH
VERTICAL SEPARATION SHAll BE MAlNfAINED AT CROSSINGS.
WHEN REClAIMED WATER LINE IS TRANSPORTING WAfER FOR NON-PUBLIC ACCESS IRRIGATION:
THE REClAIMED WATER MAIN SHALL BE lRE"ATED LIKE A SANITARY SEWER, AND A 10 FEET
HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE REClAIMED
WATER MAIN AND ALL EXISTING OR PROPOSED POTABLE WATER MAINS, NO MINIMUM SEPARATION
IS REQUIRED BETWEEN THE RECLAIMED WATER MAIN AND SANITARY SEWERS, OTHER THAN THAT
NECESSARY TO ENSURE STRUCTURAL INTEGRITY AND PROTECTION OF THE LINES THEMSELVES.
NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAl AND VERTICAL SEPARATIONS
AS STIPULATED ABOVE, DEP 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.
GRADING AND DRAINAGE NOTES
1. AlL DElETERIOUS SUBSTANCE MATERiAl, (I.E. MUCK, PEAT, BURIED DEBRIS), IS
TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE
OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL
IS TO BE 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.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST
COLlAPSE AND Will PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY.
TRENCHES SHAlL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING
PLACED. DEWATERING SHAll BE USED AS REQUIRED.
3. ALL STORM SEWER PIPE SHAll BE REINFORCED CONCRETE ClASS III (ASTM C-76)
UNLESS OTHERWISE NOTED ON PlANS.
4. PVC STORM PIPE, 12- AND SMALLER SHALL CONFORM TO AWWA C-900, ClASS 150
STANDARDS. UNLESS OTHERWISE NOTED.
5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFAC AREAS SHALl BE
TRAFFIC RATED FOR H-20 LOADINGS.
6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON
PlANS WITHIN ONE WEEK FOllOWING CONSTRUCTION OF THE POND.
7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AIm STORM DRAINAGE
CONSTRUCTION SHAlL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY.
8. ALL STORM STRUCTURES SHAll BE GROUTED TO THE INVERT
ELEVATION(S) OF THE STORM PIPES(S).
STORM PIPE SHAll BE SAW-CUT EVEN WITH THE STRUCTURE WALl(S).
GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH.
PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS
1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHAll BE SUBJECT TO A
VISUAl INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF
BACK ALL
2. THE CONTRACTOR SHAlL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FiNAl
ACCEPTANCE OF THE PROJECT.
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING
WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE
TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON
COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTlACATIONS TO
THE OWNER'S ENGINEER STATING THAT All REQUIREMENTS HAVE BEEN MET.
PAVING NOTES
1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A
PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAl... .
2. THE CONTRACTOR IS TO PROVIDE A 1/2- BITUMINOUS EXPANSION JOINT MATERIAl
WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
3. All PAVEMENT MARKINGS SHAll BE MADE WITH TRAFAC PAINT IN ACCORDANCE
TO FOOT STANDARD SPECIACATIONS 971-12. PARKING STAlL STRIPING
TO BE 4- WIDE PAINTED WHITE STRIPES.
4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAl WHEN THE DISTANCE
BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BEll IS LESS
THAN TWELVE (12) INCHES.
5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT -ROADWAY AND
TRAFFIC DESIGN STANDARDS.-
6. PAVEMENT IN THE PROPERTY SHAll CONSIST OF 1-1/2- ASPHALT,
TYPE S-3, ON 6- L1MEROCK BASE COMPACTED TO 98% OF
MAXIMUM DENSITY, ON SUB-BASE COMPACTED TO 98% OF MAXIMUM
DENSITY PER MSHTO T -180.
7. THE CONSTRUCTION OF PAVEMENT WITHIN PINELlAS COUNTY RIGHT-OF-WAY
MUST MEET THE FOllOWING CRITERIA: ASPHAlTIC CONCRETf;: 3-INCH (PC-l),
BASE: 10.5-INCH FOOT CERTlAED COMPACTED TO 98% MAXIMUM DENSITY
AS DETERMINED BY MSHTO T-180. SUBBASE: 12-INCH STABILIZED TO 40 LBR
AND COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY
MSHTO T-180.
PINELLAS COUNTY RIGHT OF WAY NOlES
1. All R.O.W. INSTALlATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED
IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAl
2. All DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS
SET DOWN IN PINELlAS COUNTY lAND DEVELOPMENT, ZONING AND/OR RELATED
ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS.
3. SIGNS AND BARRICADES SHAll BE IN ACCORDANCE WITH THE US DEPARTMENT
OF TRANSPORTATlON'S .:MAN!JALQtLI.lliJEQBM....IC CONTROL DEVICES- AND THE
FLORIDA DEPARTMENT OF TRANSPORTATION'S -DESIGN STANDARDS- INDEXES
600 THROUGH 670 (LATEST EDITIONS).
4. INSTALlATION INVOLVING CONCRETE AND ASPHALT DRIVEWAY, IN GOOD CONDITION
MUST BE ACCOMPLISHED BY JACK AND BORE OR PUSHING. NO JETTING IS AlLOWED.
5. COMPACTION FOR PIPE BACKFIll SHAlL COMPLY WITH MSHTO T-99(100%).
6. DISTURBED AREA WITHIN THE R.O.W. Will BE COMPACTED TO 100% OF MAXIMUM
DENSITY AND SODDED.
7. AtN PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED
DAMAGE, IN THE OPINION OF PINELlAS COUNTY HIGHWAY DEPARTMENT, SHAll BE
REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELlAS COUNTY
HIGHWAY DEPARTMENT.
8. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT All TIMES.
9. ANY SIDEWAlK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED.
SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE(3) DAYS AFTER REMOVAL
WHEN EXISTING SIDEWAlK IS REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT.
10. NO STOCKING OF MATERIAl IN ROADWAY OR ON SIDEWALK; AlL DIRT OR DEBRIS
Will BE REMOVED FROM THE JOB SITE DAILY. ROADS AND SIDEWAlKS ARE TO BE
SWEPT DAILY AS PART OF DAILY CLEAN-UP.
11. SIGNS AND BARRICADES FOR MAINTENANCE OF TRAFFIC PLAN REFERENCE
INDEXES 600 THRU 605 ROADWAY & TRAFFIC DESIGN STANDARDS.
PINELLAS COUNTY RIGHT OF WAY NOTES (CON'T)
12. SAW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO DRIVEWAY CONSTRUCllON.
12. DISTURBED AREA WITHIN THE RIGHT OF WAY Will BE COMPACTED TO 100% OF
MAXIMUM DENSITY AND SODDED.
13. DO NOT DISTURB EXISTING UNDERDRAlN OR STORM SYSTEMS. IF ALTRATlON BED IS
DISTURBED, CONTACT THE AREA INSPECTOR WITH THE PINELlAS COUNTY HIGHWAY
DEPARTMENT AT 464-8900 FOR ASSISTANCE.
14. PROVIDE A MINIMUM OF 3- COVER DVER UTILITIES AT All DITCH CROSSIINGS.
15. NO STREET SHALl BE CLOSED WITHOUT THE WRITTEN PERMISSION OF THE PINELlAS
COUNTY TRAFAC DIVISION. AT LEAST 48 HOUR ADVANCE COORDINATION IS REQUIRED.
16. THE PERMITTEE'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE TIRENCH SAFETY
ACT (FLORIDA STATUTES, 553.60 et. seq.) AND THE OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION EXCAVATION SAFETY STANDARDS (29 CFR SECTION 1926.650,
SUBPART B) WHICH SHAlL APPLY TO CONSTRUCTION, OPERATION AND MJAlNTENANCE
PURSUANT TO THIS PERMIT.
17. DRIVEWAY TO BE CONSTRUCTED TO FOOT INDEX 515.
18. EROSION CONTROL AND SHOULDER SODDING SHALl CONFORM TO FOOT INDEX * 1 04 &
105.
19. MAINTENANCE OF TRAFFIC TO BE IN ACCORDANCE WITH FOOT INDEX , 604 OR OTHER
AS APPLICABLE.
CONTRACTOR'S RESPONSIBILITY NOTE
IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY
THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUIUDING(S)
AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC
AND WRITTEN CORRESPONDENCE DETAILING AtN AREAS THAT ARE NOT IN A IFlRST
ClASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING,
WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDIING,
WITH NEW APPEARING ANISHES, AND OPERATING AS ORIGINAllY DESIGNED OIR
INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION A.T THE
CONCLUSION OF THE PROJECT. THE CONTRACTOR Will BE RESPONSIBLE FOR PROVIDING
THE OWNER A COMPLETE PROJECT IN FIRST ClASS CONDITION MEETING INDUSTRY WIDE
STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA
BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIACALlY IDENTlAED
WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICUlAR AREA HAS
BEEN DESCRIBED fN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS.
CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING{S)
UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE
COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES A1ND/OR
THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFiCALlY CALlED OUT
TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/OR
REPLACE THE DAMAGED AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT
NO ADDITIONAl COST TO THE OWNER.
AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA. WHEN
PROVIDED, AND AN'( ADDITIONAl INFORMATION THAT MAY BE PROVIDED IS FOR
INFORMATIONAl PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPIONSIBIUTY
FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR
IS FUllY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOUWI
USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF
UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO:
WATER SUPPLY
STORM SEWER
ELECTRiCAl POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE AlARM SYSTEM CABLES
CONTROL WIRING
SYSTEMS
SANITARY SEWER
NATURAL AND LP GAS UNES
REClAIMED WATER SUPPLY
T.V. CABLES
TELEPHONE CABLES
SECURITY WIRING
SITE UNDERGROUND MECHANICAL
INCLUDING INSULATION
IT Will BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIAC LOCATION
OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLIESS
OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE
WORK. THE CONTRACTOR SHAlL REPLACE OR REPAIR, PER SPECIACATlONS, AN'(
AND All DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAl
COST TO THE OWNER.
1. TRENCH EXCAVATION
- INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHIICH IS
NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96.
- THE CONTRACTOR SHAlL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE
WITH THIS LAW.
- A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE.
- A TRENCH SAFETY SYSTEM SHAlL BE DESIGNED BY THE CONTRACTOR, AND
APPROVED BY THE ENGINEER.
2. AlL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC.
MUST BE IN PLACE AS PART OF THE ARST PHASE OF CONSTRUCTION.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITNIE
DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT
PROPERTIES. AtN FLOODING THAT MAY OCCUR DUE TO HIS WORK Will BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR
3. THE USE OF ELECTRONiCALlY STORED DATA IS INTENDED FOR INFORMATIONAl
PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTiOR
MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION.
NOTE TO CONTRACTOR
THE CONTRACTOR SHALL PROVIDE CERTIFIED RECorW ()f~AW-
INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR
THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR
RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS
& PIPES WITH TOP & BOlTOM ELEVATIONS, INVERTS &
DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES
INCLUDING THE SANITARY SEWER AND WATER PIPING. H-IE
CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CElnlFlED
RECORD DRAWINGS TO THE ENGINEER.
THE AFOREMENTIONED RECORD DRAWINGS SHALL BE SUFFICIENt
ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING
JURISDICTION.
GENERAL CONSTRUCTION NOTES
1. All DESIGN AND CONSTRUCTION MUST CONFORM m HIE MIHIMUM STANDARDS SU DOWN
IN PINELlAS COUNTY lAND DEVElOPMENT, ZONING AND / OR RELATED ORDINANCES.
2. All ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERIICAL DA'UM.
3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING U IIL1I1ES. STRUCTURES,
AND OTH:::R FEATURES ARE SHOWN ACCORDING TO THE BESf INFORMATION AVAILABLE
AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR WILL VERIFY
THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES,
STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSfRUCrrON.
4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER
OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE
AFFECTED AREA.
5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING
UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE"
AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE
START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
UTILITIES NOT INCLUDED IN THE "SUNSHINE- PROGRAM.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFElY.
SPECiAl PRECAUTIONS MAY BE REQUIRED IN THE VICINIlY OF
POWER LINES AND OTHER UTILITIES.
7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND 1 ES I [I) AND INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTION.
8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WII H THE PERMII
AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; Sllor
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE.
FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND
REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE
REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE
OWNER'S ENGINEER.
10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR
SHAlL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WIlH
All REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE,
PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK
PERFORMED PRIOR TO NOTIFYING THE ENGINEER. OR WITHOUT AGENCY INSPECTOR
PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S
EXPENSE.
11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP
TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO
BE PAVED, BACKFilL SHALL BE COMPACTED TO 1 oo~ MAXIMUM DENSIIY AS
DETERMINED BY MSHTO T -99
12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENG" I Of AT lEAS I -1,000
P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED.
13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY HIE WORl< SHALL BE RESIORED
TO A CONDITION EQUAL TO OR BEITER THAN EXISTING CONDIIIONS UNLESS
SPECIACA\.l.Y EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL 10
OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
14. ALL DISnJRSED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF
GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD. HAVE
BEEN 08 !,'\INED. AtN WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK,
AND OTHER EROSION WORK REQUIRED, Will BE PERFORMED BY THE CONTRACTOR,
AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE
REGULATORY AGENCY AND ENGINEER OF RECORD.
15. THE SOIL<:: ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
COMpJ\.Gl'C'N TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY
TO THE ENGINEER OF RECORD. IN WRITING, THAT ALL TESTING REQUIREMENTS,
REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENf OF
TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE
ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED.
16. THE CONTRACTOR SHAlL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMIIS
AT THE CONSTRUCTION SITE.
17. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENfS FOR CONSTRUCTION
SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFETY.
18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WAfERING AND
FERTILIZATION. THE CONTRACTOR SHAll BE RESPONSIBLE FOR MAINTAINING THESE
AREAS UNTIL THE PROJECT IS COMPlETED AND ACCEPTED BY THE OWNER.
19. All PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER W
CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END
SECTIONS ARE TO END OF PIPE.
20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED
OR EXISTING PAVEMENT TO BE ELIMINATED.
21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER
METERS, ac., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM
SHAlL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS,
IF REQUIRED.
22. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES)
THAT IS INSTAlLED UNDER ROADWAYS OR WITHIN THE EMBANI<MENT OF THE ROADWAY,
SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS,
SECTION 125-8.3, LATEST EDITION.
23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH,
SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S
(OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., S.1926.650, SUBPART P.
INCLUDING All SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS
ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES).
24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WIlH
DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES
i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE
OF THE BLDG(S). THE PLUMBING CONTRACTOR IS TO CONNECT AND MEET THE INVERT
ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE
BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK
SHAlL COMPLY WITH All APPLICABLE FEDERAL, STATE, AND LOCAL CODES,
ORDINANCES AND REQUIREMENTS.
25. All WORK SHAll BE PERFORMED AND FINISHED IN A WORI<MANLlKE MANNER lO
COMPlETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH
THE BEST RECOGNIZED TRADE PRACTICES.
26. DEVIATIONS TO THESE PlANS AND SPECIFICATIONS WITHOUT CONSENf OF TilE ENGINEER
MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE
WRITTEN APPROVAl FROM THE ENGINEER.
27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARA1E SU8MIHAL(S) AND
PERMITTING. DEVIATIONS SHAlL RECEIVE WRITIEN APPROVAL FROM THE ENGINEER.
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mE CONSENT OF mE 'NEER. <t> OO~ NOT PUBlISHED
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ItENNETH H. ROUSH, P.E. #33366
COPIES OF THESE PLANS ARE NOT VAUD UNlESS
EMBOSSED WITH THE SIGNING ENGlNEER'S SEAl
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C1.2
DEMOLITION NOTES
LEGEND
DEMOLITION OF THE SITE INCLUDES
THE REMOVAL/RELOCATION OF
ALL EXISTING STRUCTURES WITHIN
PROJECT AREA, PAVING AND
BASE, UTILllY LINES (SANITARY
SEWER, STORM PIPES, WATER
LINES, POWER POLES, OVERHEAD
AND UNDERGROUND POWER AND
TELEPHONE CABLES, GAS LINES,
TREES, SHRUBS, ETC.) AND IS
NOT LIMITED TO WHAT'S SHOWN.
REMOVE:
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REMOVE CONCRETE PADS AND CONCRETE WALKS TO THE
NEAREST EXPANSION JOINT.
REMOVE ASPHALT AND BASE, WHICH MAY INCLUDE CONCRETE.
REMOVE EXISTING STRUCTURE AND FOOTING.
REMOVE EXISTING WALL.
REMOVE TREE.
REMOVE CURBING TO THE NEAREST EXPANSION JOINT.
REMOVE FENCE AND GATE AND ASSOCIATED POSTS.
REMOVE STAIRS, WALKWAY,
AND WOOD DECK.
PORCH , WOOD STEPS
REMOVE LIGHT POLES, POWER POLES AND ASSOCIATED
O.H.W. COORDINATE WITH PROGRESS ENERGY,
VERIZON AND CABLE.
10 ALL CAVllY & EXCAVATION RESULTING FROM REMOVAL OF
TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN,
AND POLE BASE SHALL BE FILLED WITH APPROVED
SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO
95% OF MAX DENSllY.
11 OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND
CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE
DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND
PINELLAS COUNlY.
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NOTE:
1. TRASH CONTAINERS WILL BE ROLLED OUT TO STAGING
AREA BY 7:00 A.M. AND ROLLED BACK INTO TRASH ROOMS
BY 7:00 P.M. ON GARBAGE PICKUP DAYS.
2. EXTERIOR LIGHTING WILL CONSIST OF "COACH- TYPE"
FIXTURES ATTACHED TO THE BUILDING AND LIGHT WILL NOT
INTRUDE ONTO ADJACENT SITE.
3. ALL MECHANICAL EQUIPMENT WILL BE LOCATED
ON THE ROOF.
4. ALL WORK MUST BE DONE IN ACCORDANCE WITH CITY
STANDARDS.
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PLANNING & DEVELOPMENT /
SERVICES
CITY OF ClEARWATER
No. Date
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TO BE FIELD LOCATED BY CITY.
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, .r EX. 8" SAN.
KENDALL STREET
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IU U OCT I 4 2004 IlU)
PLANNING & DEVELOPMENT
SERVICES
CITY OF CLEARWATER
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GRATE FRAME W/STUO. SlID.
FRAME W/2 ANCHOR STUDS
PER sloE - EQUAL CENTERS.
G,&,LVANIZE AFTER fABRICATION
...
ANCHOR
8TAtI>ARI) DETAL
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CII.
CAST IRON REnCUUNE
GRATE, TRAFFIC TYPE
(H-20 LOADING) W/2 SIDED
GRATE SEAT
_ 8" CONC. WAll.
4000 PSI 0
28 DAYS
14 ; 012" O.C.E.W.
.
...
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1/4" THICK ALUM.
GREASE SKIMMER
III
W
~
TOP OF
SKIMMER 7.0
NOTE:
1. CUT PIPE FLUSH
w/INSDE fACE OF
WAlL
2. MORTAR BonOM 10
MATCH INVERT OF
OUTFALL PIPE.
.
to
INLET DET AL
N.T.S.
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EXIST. SURFACE
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SAW-CUT EXIST.
EDGE OF PAVEMENT
& BASE
P/l
SEE PlAN
PlACE SOD 1/2-
Baow PAVEMENT
FIN. GRADE PRIOR
10 SODDING
POSITIVE DlWNAGE (4:1 MAX)
MEET EX.
POST OPTIONS:
2"x4" OR 2.5"DIAM.
WOOD; 1.33LBS./FT.
MIN. STEEL
FILTER FABRIC IN
CONFORMANCE WITH
SEC. 985 F.D.O.T.
SPECS. OR EQUAL
EXIST.
GROUND
NEW SURFACE
6' MAX.
EXIST. BASE
NEW BASE
NEW SUBBASE
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to
18"
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TOP ELEV. 7.0
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COMPACTED GROUND
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4: 1 SIDE SLOPE
BOTIOM
ELEV. 6.0
NOTE:
SAND BASED SOD
SIDES & BOTIOM
PAVEMENT TRANSITION DETAIL
N.T.S.
SEE PlAN P /L
PlACE SOD 1/2-
Baow PAVEMENT
AN. GRADE PRIOR
10 SOODING
POSITlVE DRAINAGE (4:1 MAX)
MEET EX.
PRINCIPAL POST
POSITION1_ CANTED
20" TOWM:D FLOW
FILTER FABRIC
EXIST.
GROUND
PLACE SOD 1/2"
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
,.-- POSITIVE DRAINAGE
'I/^\\W/^\\VII^\\\ w^'~
COMPACTED GROUND
OPTIONAL
POST
PosmON
NOTE: SILT FENCE SHAlL NOT
BE TRENCHED IN WHERE
ADJACENT TO TREES DESINGED
TO REMAIN.
THE SILT FENCE MUST
BE SECURED THROUGH THE
PLACEMENT OF FilL OVER
THE LOWER LIP OF
THE BARRICADE.
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CONTROL STRUCTURE DETAIL
N.T.S.
EB #5936
COMPACTED GROUND
GROUND TRANSITION
AT THE PROPERTY LINE
RETENTION BASIN DETAIL
N.T.S.
SILT BARRER DEI AL
N.T.S.
N.TS.
PLACEMENT OF
SOD AT PAVEMENT
N.T.S.
I NES Comm. : 2004:pJi~ I
I Drawn By: B.J. V .'&'~;f~: I
I Checked By: HI'Hi' I
.G. ,~l{!~(.~ ,','~~:
PLACE CONC.
SLAB/WALK
4" BELOW FLOOR
ELEV. EXCEPT AT
DOORS REMAIN FLUSH.
EXPANSION JOINT
SLOPE AT 1/4-
PER FOOT
10: 1 MAX. SLOPE
SOD
ROOF DRAIN
NEW BLDG.
ASPHALT 0 1/4-
PER FT. MIN.
EXCEPT AS NOTED
1-1/2" TYPE S-3
ASPHALT 0 1/4"
PER FT. MIN.
EXCEPT AS NOTED
NEW BLDG.
FIN. GROUND
FlU. GROUND AROUND
BLDG. TO 3" BELOW
FIN. FlOOR ELEVATION
& SOD
MAX. SLOPE 4:1
MIN. SLOPE 2"
Issue Date:
Revisions:
No. Date Descri
~
h.
b
UMEROCK BASE
F.D.O.T. CERTIFIED
COMPACTED TO
98" MAX. DENSllY
\\\\:::::\lW'-\lI\:':':\ \\~\\I\--\IIL..J\\ '.'-- 6" UMEROCK BASE
== _ - ~ F.D.O.T. CERTIFIED
COMPACTED TO
98" MAX. DENSllY
SUBBASE
STABIUZED
40 LB.R.
COMPACTED TO
98" MAX. DENSllY
NOTES:
1. PROVIDE 5'x5'x4-
THICK CONe. SlAB
o ALL EMERGENCY EXRS.
2. CONFORM 10 NJfNE
DETAIL FOR PlACING
WAU<S AT THE BLDGS.
;,'/'
SUBBASE
COMPACTED TO
98" MAX. DENSllY
UT1U1Y wmIlN 5' OF BlDG.
BY PLUMBING CONlRACTOR.
FINAL CONNECTION BY PWMBlNG
CONTRACTOR UNLESS 01HERWISE
COORDINATED BY mE C.c.
PLACEMENT OF CONCRETE
SLAB A.T ALL BUILDINGS
N.T.S.
.'--..,l
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GROUND PREPARATION
AT ALL BULDINGS
N.T.S.
ON SITE
PARKING & DRIVEWAY SECTION
N.T.S.
UTLITY CONNECTION
AT ALL BULDINGS
N.T.S.
, [fu- OCT I 4 2004
IN R.O.W. & DRIVEWAY SECTION
N.T.S.
RADE
WATER MAIN 0
STORM DRAIN
3/4- SAMPUNG
COCK
~ MEDIUM BROOM
FINISH CONC. WALK
r FINISH GRADE TO
1" BELOW
EDGE OF WALK
2' lEVEL
I SHOUlDER I VARIES (SEE PLAN) I ~ I
SOD SLOPE 1/4- PER FOOT T SOD T
1II1~lIIr ;:.,',' ;~,,::"'.,- ... '-. "..., .,:'.f -11I=11I
- 1I11~1lI= ~I -
"-- COMPACTED FlU. OR
UNDISTURBED SOIL
18" MIN. VERTlCAl. CLEAIWlCE
I
FINISH GRADE TO
1" BELOW
EDGE OF WALK
MEDIUM BROOM
FINISH CONC. WALK
EXPANSION JOINT
1-1/2" RADIUS
VERTICAL CURB
PAVING
U.S FOUNDRY 7623
COVER TO BE MARKED
"SEWER CLEANOuT"
CD
PLANNING & DEVELOPMENT
SERVICES
CITY OF CLEARWATER
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10 ~ .. -.. ..=~: "'~A-"~W\o,~""""~~-',"? I
I') ~ WATER "'^'" OR
STORM DRAIN DJ.P. IS USED IN PLACE OF r.v.':.
FOR A MIN. OF 10' ElICH WAY
+ FROM Cl OF WATER MAIN WHEN
THE VERTICAL CLEAIWlCE BETWEEtl
I WATER I: SEWER WIINS IS 18" OR LISS.
18" OR MORE VERTICAl. CL I
~.1W'k500"h59'/~
P.V.C. OR V.C.P.
SAN. SEWER GRAVITY MAIN HQIE;
CONCRETE ENCASEMENT OF
SANITARY SEWER GRAVITY
MAIN IS NOT PERMITIED.
SAMPUNG
ARRANGEMENT
INSTAU. 2" PLUG
(AFfER REMOVAL
OF SAMPLING
ARRANGEMENT
THRUST BLOCK
Note:
LOCATIONS OF
BLOW-OFFS FOR
WATER SAMPUNG
TO BE PER
PINIELlAS COUNlY
HEA\LTH DEPT.
ENGINEERING DIY.
CLWTR. OFFICE
538-7277
IRON BODY FERRULE
WITH BRASS SCREW PLUG
JONES PLUMB. CO. T466CSK
OR EQUAL
6" PVC
l'
. fR'tNbtl': :.:
, ,: 'BACKFlU." .).:.
:\SEE NOTE 4 :
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~. ..-.
U';.:.. .'..:....
I VARIES I
GRADE
""""~,~,,-- Plflllll.J'-" .'.'1'
10%
~ W^lER MAIN I') ~
-'+1=-~~$"
STORM SEWER - - ,,--
OR SAN. SEWER '-" .
GRAVI1Y MAIN -.'
HORIZONTAL CLEARANCE
EXIST. SURFACE
8" MIN. CONC.
ENCASEMENT
6- PVC 1/12 BEND
"
BASE
COMPACTED
SUBBASE
NOTE:
PROVIDE 1/4-
CONTROL JOINTS
o 4'O.C., 5' O.C.,
8' O.C., OR 12' O.C.
& 1/2" BITUMINOUS
EXPANSION JOINTS
o 40' O.C. FO~ 4'
SIDEWALKS, 50 O.C.
FOR 5' OR GREATER.
CURB/W ALK DET AL
N.T.S.
REPAIR OF PAVEMENT NOTES:
1. ASPHALTIC CONCRETE PAVEMENT SHAU. BE MECHANICALLY
SAWED AND ALL SURFACES TACK COATED.
2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND
THICKNESS; WITH MIN. OF 1-1/2" ASPHALT F.D.O.T. lYPE S-3.
3. BASE MATERIAL SHAU. BE PLACED IN 6" COMPACTED LAYERS
TO 98" OF MAXIMUM DENSllY AS DETERMINED BY MSHTO
T -180 LAB REPORTS ARE REQUIRED.
4. BACKFilL FOR TRENCH SHALL BE PLACED IN 12" COMPACTED
LAYERS TO 100" OF MAXIMUM DENSllY AS DETERMINED BY
MSHTO 1-99, LAB REPORTS ARE REQUIRED.
NOTE:
PROVIDE 1/4-
CONTROL JOINTS
o 4'O.C., 5' O.C.,
8' O.C., OR 12' O.C.
& 1/2" BITUMINOUS
EXPANSION JOINTS
o 40' O.C. FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER.
WHEN SIDEWAlK IS
TO BE REMOVED &Ie/OR
NEW SIDEWAlK IS to
BE ADDED, IT IS YO
BE REMOVED TO THE
NEAREST EXPANSI(J)N
JOINT.
6- WYE
PLUG
VERTICAL CLEARANCE
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N.T.S.
WATER MAIN & SANITARY
SEWER CLEARANCES
N.T.S.
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SANITARY SEWER
CLEAN-OUT DET AL
N.T.S.
6"x4" REDUCER
(IF REQUIRED)
CONCIRETE WALK DET AL
N.T.S.
REPAIR OF PAVEMENT CUTS
N.T.S.
TOOLED GROOVES
3/8" WIDE, 3/8"
DEEP, 3" O.C. TO
BE MADE AT INITIAL
POURING
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CURB
1-1/2"R
EACH PARKING
SPACE SHALL BE
CONSPICUOUSLY
STRIPED IN BLUE
AND WHITE PAINT,
AND SHALL BE POSTED
AND MAINTAINED WITH A
PERMANENT, ABOVE-
GRADE SIGN BEARING
THE INTERNATIONAL
SYMBOL OF ACCESSIBIWlY
AND THE CAPTION
"PARKING BY DISABLED
PERMIT ONLY-.
SUCH SIGNS SHALL NOT
BE OBSCURED BY A
VEHICLE PARKED IN THE
SPACE. ALL HANDICAPPED
PARKING SPACES MUST
BE SIGNED & MARKED
IN ACCORDANCE WITH
THE STANDARDS
ADOPTED BY THE
DEPARTMENT OF
TRANSPORTATION
AND A.D.A.
FLUSH CURB
RAMP DETAIL
N.T.S.
BLUE
BACKGROUND
GALVANIZED METAl
SIGN POST WITH 3/8"
HOLES DRILLED
ON 1- CENTERS
SION RPECFlCAT1ON8
1. 18"x12" LOGO SIGN
2. 2 SIGN COMBINATION
REFLECTIVE SHEETING
3. LETTERS TO BE
1- HIGH SERIES -C-
4. SIGN TO BE MADE OF
ALUMINUM
5. POST TO BE MADE OF
GALVANIZED STEEL
(SEE DETAIL)
6. SIGNAGE PER A.DA
REQUIREMENTS
PARKtG BY
DISABLED
PBMT
ON.. Y
0QIGJ<NAL
FINISHED
GROUND
1- SERIES "C-
lETTERS
1/2- BLACK
BORDER
1.5-
1"
1"
1-
1.5-
WHITE
BACKGROUND
HANDICAP RAMP DET AL
N.T.S.
~.~.~'.'
.- ;1'
:3000 PSI CONC.
,'. :.:;;li."~r~
C6~.~;~i,
';~;
. .;~~.
~ ';'
$255 FIE
F.S. 318.14 -
WHITE a
BACKGROUND CO
::.~
~-~"~..;~(!.~:'..- ~
.
zoo;
6"
FTP - 66
3"
3
SYMBOL SHALL BE 5 FT.
HIGH & WHITE PAINT COLOR
12-
HANDICAP PARKING SIGN DETAIL
N.T.S.
SIGN POST DETAIL
N.T.S.
HANDICAPPED PAVEMENT SYMBOL
N.T.S.
~!, ;: 1. ';, t.
.. .'~' :'t" .,:;; '\'_;'.-~': 'k. ..~.,
HANDICAP PARKING STRIPING DETAIL
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BLOWOFF DETAIL
N.T.S.
Eclipse No, 85-B~
Blow-Off' Assy.
Including Locko.ble
Co.st Iron Box
~2' Bro.ss
2' Bro.ss
"-90. Bend
Resto.lner Pl/
Per Deto.ll No. 403
CITY [If" CLEARVATER, rLDRIDA
ENGINEERING DEPARTMENT
!.v
1lEV. M~
BLDVDrr
DETAIL
IatIlPlIIII
".,..
RemoYll Curb If ExlsUn
Exist Cone DrIYl1
TYPICAL DRIVEWAY CROSS SECTION
PLAN VIEW
It
4' MIn Residential Street l' CIt R W
5' MIn Arterial Street 2' County R
1/4. per Foot
-~.....: ....~ :..,,-. ...
Back of CUrb
3000 psi Cone 4. Thick. Constr.
6. Thick at DrlYllwoya with
6x6 110 Welded WIre MelIh.
See Note 7.
SECTION A-A
SECTION B-B
e. R_ ShaW H_ a Tacll. !bfaee. Textuted to a
Ooplll Hot ExeednO 1/8. b, u.. of Tamp or rail..
In Confonnance """ -"equrr.n..t. of FOOT
RoacIwcIJ md li'afftc Dee!lIn Stmdanle, DetaI 304
Dr Moet R-.t ModIllcallDn8.
I! IllS
CITY or CLEARVA TER, rLORIDA
ENGINEERING DEPARTMENT
:r TYPICAl S1DEWAU<
CONSTRUCllON AND ill
RAMP DETAIL
--
111'3
111ft -.. arlt .... .MI
1lEY. MlE
IEIClII'TIIIl
".,..
APPROVED BARREL JOINT SEALS
ARE 'O'-RINGS AND 'RAM-NECKS'
T'WO CONTINUOUS RINGS AT ALL JOIN
ALL JOINTS SHALL BE SEALER
TYPICAL FIRE HYDRANT SElTlNG
N.T.S.
z
Box
- Fire Hydro.nt AsseMbly
(Typ.)
ONL Y APPROVED
Kennedy Guo.rdlo.n No. K -81A
Muller Centurlo.n No. A-423
U.S. Pipe Metropolltnn
Dlsto.nce Vo.rles
18' Min.
24' Mo.x,
C
i:
-
\0
I
N
rMech. Joint Vo.lve
I CONTROL 81
r.5.
Connecting Piece W/lntegro.il
Co.st Mech. Joint Glo.nd on
one End-D.I. Roto.to.ble Mec .
Joint Glo.nd on Other End.
'-Restro.lnlng Joint (Typ.)
NOTES.
1, All Fire Hydro.nts to ho.ve 5 114' Vo.lve Seo.t.
2. See Index It 407 for Jo.ck .. Bore Details.
1lEY. M~
IatIlPlIIII
".,..
--beonout Plug
-- /IT --
Concrete Pod 4'
Thick x 1'-6' Sq.
-
N
"-
~I' 9 5/8' . I
~/////@
,-
6' or 8'- 1/8 Bend
Plug
(See Note)
Sewer Mo.ln
CLEANDUT DET AIL
CLEANDUT PLUG DETAIL
N.T.S.
N.T.S. NOTE.
Cleanout plug to be
U.S. Foundry 7621
or equal,
CITY or CLEARVATER, rLDRIDA
ENGINEERING DEPARTMENT
STANDARD
CLEAN OUT
or
1lEY. MlE
IDaII'IIIIl
".,..
111' 1
CONCENTRIC CONE (FLAT COVER
ON SHALLO'W MANHOLES 0' TOI
4' DEPTH)
STEEL REINFORCEMENT
5' MIN. 'WALL THICKNESS
TYPE II ACID RESISTENT
CEMENT 4000 PSI
GROUT FILL OPENING 'WITH
NON-SHRINK MORTAR
2' 1FT. MIN.
GROUT FLO'W CHANNEL
NOTES
1. MINIMUM CONCRETE COMPRHENSIVE STRENGTH. 4000 PSI@28 DAYS
2. DESIGN LOADINGI H-20
3, BASE SECTION IS MONOLITHIC
4. MANHOLES SHALL HAVE AN INTERIOR AND EXTERIOR COATING
PER SPECIFICATION SECTION GS-10.
PIPE REQUIRES MANHOLE
ADAPTER COUPLING BY FLO
CONTROL, INC., DR APPROVED
'WATER STOP COUPLING.
DOGHOUSE MANHOLE DETAIL
N.T.S.
-16. ~
.'
NOTES
1 Trench bockfRled In 9' cOl'lpoctlPd
loyers. Densl.ty toklPn every 300 ft.
2 Bose MOY be reploced with Aspholtlc
Concrete with prior opprovol of
City Engineer.
3 On longltudlno.l Insto.llo.tlon requlrlng
resurfoclng full width of poveMent,
f~sh bo.se to Motch ex~t~g po.veMent
surfo.ce o.nd pr"e, Then resurFo.clP o.s
d1rltcted by the CIty Engineer.
Varies
f
~
NllTE.
All Io.terel Mo.terlo.ls, Including
o.pproved Cleanout hardware, are
to extend to the R/\t or to the
easeMent line o.s noted.
~sh To Existing SurFo.clP Vlth
PC III Aspho.ltlc Concrltte
-16' ~
.'
. . . Or.~l Po.v~g
. Orlglnill llq,se .
oMpClcted Bo.slt - Thickness of Drlglno.l + 2'
M\nlMUl'l ThIcl<ness 8'
1lEY. MlE
IEIaII'TDI ".,..
Cl
R/\t
I
Finish gro.de to
o.llow 0.4' Min., 1.0'
Ma)(. fall frOM
property line to
i
CITY O\tNED
AND
MAINTAINED
HOMEO\tNER O\tNED
AND MAINTAINED
6' Service Lateral
SECTION
ANY VARIANCE MUST HAVE
\tRITTEN APPROVAL OF THE CITY
ENGINEER.
CITY or Cl.EARWATE~!. FlORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
STREET LATERAL
DETAIL
lIlY. Mil
--
".,..
5/8'
Min. 4 RE'qulrE'd
RING - HALF PLAN
-
N
L
[J
-
..,.
"-
(\')
I
...
I
RING - SECTION
MiniMUM \telght 7' 232 lbs.
9' 278 Lbs,
NOTES
1. \there roadwo.y base Is 8' or thicker use 9' rln ,
o.U other co.ses 7' ring Is perMissible.
2. Manufacturers Model of storM ring o.nd cover t
be approved by City Engineer.
Lot
2L-11_
;WM
~ '"
- - - - - - - _l_ - - - - -\teter
Cur
Ma~--r--_L______---
I
I
@ :
\tater servl~1
(lyp,)
I
San.-
WM
2'--' -
NOTE. SANITARY LATERALS T[1 BE I
WITHIN 10' OF" CENTER OF LOT ON
DO\tNHILL SIDE OF CENTER OF LOT.
PLAN VIEW
RIM M.H.
of Street
SanltQry
PROFILE
t '1I!SI96'
1lEY. DI\~
Lot
. '.' 'i;li.0~rr . .
. .......'"
1-1/4'
.
oJ)
.....
.......
::::
...
J
z
o
-
l-
.
I-
c= -A. ,t.
o '~Q~
A ....... )t)
-!;-~,;.
Z+'x ~,~~
. ';~:c~r
c=.... V';
I- ~ III ;!:
. ~t-~,
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-III',
. 1'4 Z:.r
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~ ...~'
Zl- ~ ~ :';:
au 1'4 I"
..... III.:
t-,.
z
o
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> /'
Z
au
"
Required
Non Sldd
Po.ttern
Required
... t/}
III,
SOLID COVER
.
~t. III
" 1\1
?l.
I 22-3/'" . I d 0
_L
~-I
-~
..
. 0
~
" ~
Z III 1ft
-.CIft.
Z .:>.....;\
'^ ~j
Z ~"ii
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... I:: &$
A. c= c=~:
t- 0"
Q '^ :t
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Z:a~t,.
.' z Ii~
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... .... .~.
.. III '-1'
>~f.
· III ....r
... ~~.
... V ~"J
> .. ~~
- O~;U
\I.it~V)t
. ,~. .,,~
SOLID COVER SECTION
MiniMUM \telght 128 lbs.
_I!' V..JS.
IIEIt:IlFTIDI
NY'.
Lot
.. . _-.C..r/w lIn~'1
--------------~~~~j~~--------
n.H.
Curl:f\
I NES Comm.: 2004:Pfl\
I Drawn By: B.J.V:~~.~~~~~I
I Checked By:;~tl1:; I
~So.nlto.rY LQtero.l
(1 yp.)
-t -10'
~
I
\tater MQln
1lEV. DI\~
SldewQU<
2' Joint In pipe entry
~Slde Lot Line
<Typ.)
Issue Date:
Revisions:
No. Date
!~
.sUo
RemoYll Bock of Curb on State or vertical Curbs with 0 vertical Sow cut ::IE::IE Q.
or RemoYll entire Curb and Replace as Port of SIdewalk Romp. 7-J N {!.
III Modified and Volley Gutter CUrbs
joIn exist bock of curb
1'2- ~Textured Surface
1.~lAox Slope ~'_
~ . . '.' ........ {~.. .. -. .
,..,><:.1 .J....- .' RemoYll to an
............1/2. Expansion Joint IIVerI joint or aowcut
~
1. """"" Tooled .loin.. At Olot_ Motdllnt The WIdth.
Nee Place [Jq>..,...... ...In.. Al Dr~
2. If Sam. Phrelcal llb.lructlClll Exlet1I Which "'-'III
The PlocInv or SId......... 108 Shown. Contact The
Engln-o 0...... rar Nt........ locatIan.
3. Wooden And Dlher Sp-. .. Not lie Permitted
In 51_ Dr Dr1_,..
.... No Cootln", Of Anr Kind WII B. P"""'tled On Concnt. SIdnaIb Dr
Dmewa)ll W1l1lout Speclftc Appro"" or Th. ClI, Envtn-.
5. M Concnt. ShaW lie 3000 .... MIn. . 211 Do,..
8. Concnl. SUrface to be Ughl Ilromn fin"'"
7. Concnte DrMft, CanetruotJon ..... be S' Ill.... . 8"'/10..10 W.W","
Lot
Mo.ln
r---
- -'\-'=:1
.
I
1----0
1___->
'r
CITY ur CLEAR....ATER. FlORIDA
ENGINEERING DEPARTMENT
!.VA SANITARY LATERAL 061 HI 4
LOCA lIONS
IllESalPTDIt
NY'.
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~-"U OCT I 4 2Oll4
D'
PLANNING & DEVELOPMENT
SERVICES
CITY OF CLEARWATER
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.......'."'...... . ' . ::; 12 1)!001
-' ': ,..~" .. '" ." ..' c.,.
KENNE1tfit:Mlf$n:<<~ ! ~~ .....__
COPIES OF THESE> p-&s . 'ARi:..~.~ 1\ NLtss
EMBOSSED,.WITH lHlt: SIGttlNG '!i'SEAI..
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