FLD2004-02009 (2)
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CITY OF
CLEARWATER
PLANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FWRJDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORJDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
LONG RANGE PlANNING
DEVELOPMENT REvIEW
July 26, 2004
Mr Housh Ghovaee
NorthsIde Engmeenng ServIces, Inc
601 Cleveland Street, SUIte 930
Clearwater, FL 33755
RE Development Order - Case FLD2004-04009 - 1455 and 1459 Court Street
Dear Mr Ghovaee
ThIS letter constItutes a Development Order pursuant to SectIOn 4-206 D 6 of the Commumty
Development Code On July 20, 2004, the Commumty Development Board revIewed your FleXIble
Development applIcatIOn (1) to retam an eXIstmg office use wIth proposed parkmg Improvements at 1455
Court Street wIth a reductIon to the front (north) setback from 25 feet to five feet (to eXIstmg/proposed
pavement), a reductIOn to the sIde (east) setback from 20 feet to zero feet (to eXIstmg/proposed
pavement), a reductIOn to the sIde (west) setback from 20 feet to 12 feet (to eXIstmg/proposed pavement)
and a reductIOn to the rear (south) setback from 20 feet to 9 5 feet (to eXIstmg/proposed pavement), as a
ComprehensIve InfIll Redevelopment ProJect, under the provISIOns of SectIOn 2-1004 B, and a reductIOn
to the landscape buffer along Court Street (north) from 15 feet to five feet, a reductIOn to the landscape
buffer along the rear (south) property lIne from 12 feet to 95 feet and a reductIOn to the foundatIOn
landscapmg from fIve feet to three feet (exIstmg), as part of a ComprehensIve Landscape Program, under
the prOVIsIOns of SectIOn 3-1202 G, and (2) to amend a prevIOusly approved FleXIble Development
request to permIt offIces at 1459 Court Street to addItIonally reduce the SIde (west) setback from 20 feet
to zero feet (to proposed pavement), as a ComprehensIve rnfill Redevelopment ProJect, under the
prOVISIons of SectIOn 2-1004 B [pnor approval under FLD2003-01002 on Apnl 15,2003, was to permIt
offices wIth a reductIOn to the front (north) setback from 25 feet to 17 feet (to pavement and bUIldmg), a
reductIOn to the SIde (east) setback from 20 feet to 10 feet (to bUI1dmg), a reductIOn to the SIde (west)
setback from 20 feet to seven feet (to pavement) and a reductIOn to the rear (south) setback from 20 feet
to 11 feet (to bUIldmg) and from 20 feet to three feet (to dumpster enclosure), as part of a ComprehensIve
InfilI Redevelopment Project, under the provISIOns of SectIOn 2-1004 B, and a reductIOn to the landscape
buffer along the rear (south) property lme from 12 feet to three feet, as part of a ComprehensIve
Landscape Program, under the prOVISIOns of SectIon 3-1202 G] The Commumty Development Board
(CDB) APPROVED the applIcatIOn WIth the followmg bases and condItIons
Bases for Approval
1 The proposal complIes WIth the FleXIble Development cntena as a ComprehensIve Infill
Redevelopment Project per SectIon 2-1004 B
2 The proposal IS m complIance WIth other standards m the Code mcludmg the General ApplIcabIlIty
Cntena per SectIOn 3-913
BRIAN J AUNGST, MAYOR COMMI~SION[R
HoYT HA~1l110N, VICF M!\YOR-COMMl<;<;IONrR WHITNEY GRAY, COMMIS~IO!\FR
FRANK HIBBARD, COMMISSIONER (1) BII I JON~ON, CO~1~1I'>"O!\LR
"EQUAL EMPIOYMFNT AND AtFIRMA1IV[ ACTION EMPIOYFR"
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July 26, 2004
Ghovaee - Page Two
3 The proposal IS In complIance wIth the ComprehensIve Landscape Program cntena per SectIOn 3-
1202 G
4 The development IS compatIble WIth the surroundIng area and wIll enhance other redevelopment
efforts
CondItIOns of Approval
1 That permIts for the constructIOn of sIte Improvements at 1459 Court Street be Issued pnor to or In
conjUnctIOn WIth the Issuance of permIts for sIte Improvements at 1455 Court Street The Issuance of
final InSpectIOns for 1455 Court Street shall be contIngent on final InSpectIOns also beIng obtaIned
for 1459 Court Street,
2 That, pnor to the Issuance of any permIts for 1455 Court Street, an access easement be recorded over
the property at 1459 Court Street for 1455 Court Street,
3 That the folloWIng condItIOns of approval shall apply to 1459 Court Street (* IndIcates pnor
condItIOn of approval adopted Apn115, 2003, under FLD2003-01002 that IS camed forward)
a That a Umty of TItle be recorded pnor to the Issuance of a bUIldIng permIt, *
b That a Code complIant trash enclosure, conSIstent WIth the matenal and color of the
pnncIpal bUIldIng, be shown on the sIte and/or bUIldIng plans pnor to the Issuance of a
bUIldIng permIt, *
c That any freestandIng sIgnage be desIgned as a monument SIgn, at a maxImum heIght of
SIX feet above grade and consIstent WIth the matenals and color of the pnnclpal
bUIldIng, *
d That all FIre Department reqUIrements be met pnor to the Issuance of any permIts,
IncludIng fire hydrants, *
e That tree replacements be provIded on an "Inch for Inch" baSIS for all trees prevIOusly
removed WIthout authonzatIOn, to the satIsfactIOn of the Planmng staff, pnor to the
Issuance of any permIts, *
f That, pnor to the Issuance of any permIts, copIes of a SWFWMD permIt and all
reqUIred State nght-of-way permIts be submItted to staff, *
g That SOlI bonngs, seasonal hIgh water determInatIOn, percolatIOn test and drawdown
calculatIOns meetIng CIty cntena be submItted pnor to the Issuance of any permIts, *
h That a SIX feet hIgh solId masonry wall, stuccoed and paInted to match the bUIldIng, be
Installed along the south property lIne, *
That a revIsed landscape plan be submItted pnor to the Issuance of any permIts
reflectIng the changes to the parkIng lot provIdIng for cross-access to 1455 Court Street,
j That a tree preservatIOn plan acceptable to the Planmng Department be submItted
addreSSIng the retentIOn of eXIstIng trees pnor to the Issuance of any permIts,
k That wheel stops be Installed for all parkIng spaces adjacent to landscape areas or the
SIdewalk and be shown on revIsed plans pnor to the Issuance of any permIts, and
That an accessIble path be shown on revIsed plans pnor to the Issuance of any permIts,
acceptable to the Traffic EngIneenng Department
Pursuant to SectIOn 4-407, an applIcatIOn for a bUIldIng permIt shall be made WIthIn one year of FlexIble
Development approval (July 20, 2005) All reqUIred certIficates of occupancy shall be obtaIned WIthIn
one year of the date of Issuance of the bUIldIng permIt TIme frames do not change WIth successIve
owners The Commumty Development CoordInator may grant an extensIOn of tIme for a penod not to
exceed one year and only WIthIn the ongInal penod of valIdIty The Commumty Development Board may
..
-,
.
July 26, 2004
Ghovaee - Page Three
approve one addItIOnal extensIon of tlme after the commumty development coordmator's extensIon to
mItIate a bUlldmg permIt apphcatlon
The Issuance of thIS Development Order does not relIeve you of the necessIty to obtam any bUlldmg
permIts or pay any Impact fees that may be reqUlred In order to facIlItate the Issuance of any permIt or
hcense affected by thIS approval, please bnng a copy of thIS letter wIth you when applymg for any
permIts or lIcenses that reqUlre thIS pnor development approval
AddItIOnally, an appeal of a Level Two approval (flexIble Development) may be Imtlated pursuant to
SectIOn 4-502 B by the apphcant or by any person granted party status wIthm 14 days of the date of the
CDB meetmg The filmg of an apphcatIOn/notlce of appeal shall stay the effect of the declSlon pendmg
the final determmatlon of the case The appeal penod for your case expIres on August 3, 2004 (14 days
from the date of the CDB meetmg)
If you have any questIOns, please do not hesItate to call Wayne M Wells, Planner III, at 727-562-4504
You can access zonmg mformatlon for parcels wIthm the CIty through our websIte
Vv\\W mvc1cal\vatcr com/go\/dcpts/plannmg *Make Us Your Favonte'
CynthIa Tarapam
Plannmg DIrector
Cc McDowell Holdmg, Inc
Lmda Gnffin
OctavIO Cabrera, P E , Flonda DesIgn Consultants, Inc
S IPlannmg DepartmentlC D BIFLEX11nactlve or Fmlshed AppilcatlOnslCourt 1455 & 1459 Griffin & McDowell (0) - ApprovedlCourt 1455 &
1459 Development Order doc
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SECTION 14. TOWNSHIP 29 SOUTH. RANGE 15 EAST. PINELLAS COUNTY. FLORIDA
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100' RIGHT OF WAY
N 890 50'13" E 60.40' (F)
60' (P)
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ELEV. = 72.47'
TBM 2
N. RIM DRAINAGE MANHOLE
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BURIED WATERLINE
ALSO FIRC LB2129 1.83' S.
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NOTES:
ACCORDING TO THE MAP OR PLAT THEREOF, AS
I, OF THE PUBLIC RECORDS OF PINELLAS COUN1Y,
1. THIS IS BOUNDARY AND TOPOGRAPHIC SURVEY MADE ON ll-lE GROUND UNDER THE SUPERVISION OF A FLORIDA REGISTERED SURVEYOR AND MAPPER. FIELD WORK WAS COMF
2004, WHICH IS THE DATE OF SURVEY.
2. ELEVATIONS SHOWN HEREON REFER TO ll-lE NORTH AMERICAN VERTICAL DA ruM OF 1988. ll-lE ORIGINATING BENCHMARK WAS CITY OF CLEARWATER BENCHMARK E -8 WITH AI
FEET. ll-lE NATIONAL GEODETIC VERTICAL DATUM OF 1929 ELEVATION OF ll-lIS BENCHMARK IS 44.28 FEET.
3. BEARINGS ARE BASED ON THE SOUTHERLY RIGHT OF WAY LINE OF COURT STREET HAVING AN ASSUMED BEARING OF N 89050'13.
4. ALL BEARINGS AND DISTANCES ARE FIELD MEASURED UNLESS Oll-lERWlSE NOTED.
NO UNDERGROUND UTILITIES, UNDERGROUND ENCROACHMENTS OR UNDERGROUND FOUNDATIONS WERE MEASURED AS PART OF THIS SURVEY, UNLESS Oll-lERWlSE NOTED.
5. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP
6. THIS SURVEY WAS PREPARED WITHOUT ll-lE BENEFIT OF CURRENT TITLE REPORT OR ABSTRACT OF TITLE. THERE MAYBE ADDITIONAL RESTRICTIONS, EASEMENTS AND OTHER M
RECORD ll-lA T ARE NOT SHOWN ON THIS SURVEY.
7. ATTENTION IS DIRECTED TO THE FACT ll-lAT THIS SURVEY MAY HAVE BEEN REDUCED OR ENLARGED IN SIZE DUE TO REPRODUCTION. THIS SHOULD BE TAKEN INTO CONSIDERJ
SCALED DATA.
8. FLOOD ZONE INFORMATION:
COMMUNITY PANEL NUMBER:
FLOOD ZONE:
REVISED MAP DATE:
125096 0016 D
X
AUGUST 19, 1991
BY:
BREEZE HILL SIX
LOT 7. BLOCK A
PLAT BOOK 13. PAGE 66
FOR:
LINDA GRIFFITH
1455 COURT STREET
CLEARWATER, FLORIDA
KLEIN & STAUB SURVEYING, INC.
PROFESSIONAL SURVEYORS AND MAPPERS
8016 OLD COUN1Y ROAD No. 54
NEW PORT RICHIE, FLORIDA 34653
OFFICE: 727 834-8140 FAX: 727 834-8150
BOUNDARY &
TOPOGRAPHIC
SURVEY
SCALE
DRAWl
LB 6928
THMAS S. CLANCEY, LS No. 4024
FLORIDA REGISTERED SURVEYOR
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER
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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 SUBMITTED 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 PROXIMITY 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 RESTABllIZED 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 TYPED 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 VICINITY 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, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY
IMPAIR NATURAL GROWTH.
5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT
WITH PROPOSED OR EXISTING UTILITY 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 BEITER.
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
COUNTY 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 CAPACITY 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.
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IRRIGA TION NOTES ICONTINUEDI
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 BEITER.
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.
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.
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.
1J~~~ ~ ~[f{]~(lJJ[83 [F>[L~~1J~~@ [Q)~1J ~~[L~
3" Minimum Mulch
Existing Soil
SHRUB PLANTING DETAIL
N.T.S.
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.
XERISCAPING
1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS
WITHIN PROPOSED LANDSCAPE PLANTER BEDS.
2. DROUGHT AND COLD TOLERANT PLANT MATERIAL.
3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER
REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION
WATERING SYSTEMS.
4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES-
SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING.
t.. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT
'.ND 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).
€. 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 FOLDIED 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 AFfER 1 COMPLETE
GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS 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.
6' - 8'
.
.
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.
4' c::
c:
-~
CONCRETE CURBING
ASPHALT PAVEMENT I
ROAD BASE ~
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
For Cobbage Palm Installation:
Trim All Fronds at TIme
of Digging and Planting
For Washington Palm Installation:
Leave Inslite row of fronds
TMI up with biodegradable twine
....
.c
go
.ii
:I:
..10:
C
~
L
i
o
2. x 4. Broce (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
For Cabbage Palms:
All Trunks to be Smooth and
All Bum Mam Brushed Away
for Washington Palms:
Leave all boots on trunk
2 layere Burlap Pad at
Support Contact - No
Nails in tree Wood
Wire TIe
Flnlsh Grode
3. Minimum Mulch
Rootboll~ 16. Minimum
Radius trom Trunk
PALM STAKING & PLANTING DETAIL
N.T.S.
iNES'Comm.: 0408 ~ .."
, prawn By: loB.
. Checked By: H.G.
Issue Date: 02/09/04
Revisions:
No. Date Descri tion
CROWN SPREAD
..
J
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AfTER 1 COMPLETE
GROWING SEASON.
1:1_ tJl
, , ' 1 I
".
~
IiJ
x
Remove Deod and Injured
Twigs, Trim No Leaders.
Retain Natural Shape.
3/4'" - 2 Ply Reinforced
Rubber or Plastic Hose
White SlIrveyor's Tagging
Tape, 6 Length
3 - 12 Guage Galvanized Wires
Spaced 120 Around Tree an~
Set At A 45'Angle With 3- # 68
Duckbill Anchors Or Equal
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11.....
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;
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Mound To form Saucer
3'" Minimum Mulch Layer
Remove Burlap From
Around Top Of Ball
Planting Soil Mixture
TREE ST A.KING & PLANTING DETAIL
ADJACENT TO OR WITHIN V.U.A.
N.T.S.
- I
CROWN SPREAD
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
~
IiJ
x
Remove Dead and Injured
Twigs, Trim No Leaders,
Retain Natural Shape.
3/4. - 2 Ply Reinforced
Rubber or Plastic Hose
White SlIrveyor's Tagging
Tape. 6 Length
I
3 - 12 Guage Galvanized Wires
Spaced 120 Around Tree onll
Set At A 45'Angle With 3- , 66
Duckbill Anchors Or Equal
Remove after one growing season.
Mound To Form Saucer
3'" Minimum Mulch Layer
Remove Burlap From
Around Top Of Boll
Planting Soil Mixture
Provide a minimum 5'x10'
unobstructed planting area
TREE STAKING & PLANTING DETAIL
N.T.S.
I /
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1'" X 4'" Horizontal Wood
Members or
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2. x 2'"
= Vertical
Wood Stakes
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.
.
Barriers Placed at Protective Radius
2/3rd'. drlpllne for hardwoods 16'mlnl
full drlpllne for pines 16'mlnl
6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF
PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED
BY THE INTERNATIONAL SOCIIETY OF ARBORICULTURAL.
TREE BARRICADE DETAIL
N.T,S,
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 MATERIIAL INSTALLATION.
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x.A X xA X
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DRAINAGE CALC'S
WATER QUALITY:
i.X (118.5 ft x 120 ft) x
ATTENUATION:
Q-CIA
C - 0.2
~ - 592.5 cubic feet
12 in
C -
(9803) (0.95) + (4617) (0.2)
14420
(3. ~2 in) ( 14420 ) - 2267.5 cubic feet
- 0.71 POST
3=
----
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Q - 0.51
SUMMARY:
TOT. VOL. REQ'D - 2860 c.f.
DRAINAGE NOTES
1. STOlOOi'ATER TREATMENT '.to BE PROVIDED IN POND AREAS
2. STOlOOi'ATER ATTENUATION TO BE PROVIDED IN VAULT OR
SIMILAR UNDERGROUND STORAGE
~
APPRax. LoCA l10N OF'
- EX.' i- WATER. UNE
N. BNDY. (J" BlOCK -A" AlSO
BEING lHE S. R/W (J" COURT SlREET
PER F.O.O.T. vs. BaRS.(. CASE
NO. ~67, PAlID SEPl, 1~ 1990 (
N89'59'58"[
(/)
~ 590'OO'00-E
l BRG. REF. UNE
(ASSUMED BRG.)
.L
, .-.-
~
40
ref --..; _
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S89'59'31"[
243.07'M: 242.6S'R
82'
19"
S' VARIES u
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PROPOSED
SlDEWAUC
24"
VARIES Il-
r / ////7/7// //1
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-w- - -w- - -w- - -w- - -w- - -w.-
x~ X N
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~ EAST-YlEST a.. OF ~Cl1ON 14-29-15
APPROX. LOCA l10N OF'
EX. 20- WA lER UNE
CO'URT STREET
(SR 651)
REMOVE EX. TURNOUTS
~
ct REPLACE WllH SOD
~~
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~OW UNE
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CONSlRUCT FlARED
TURNOUT PER DOT
INDEX #515
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STABlUZED SUBBASE (2) 8ASE COURSE (3)
(1) SURFACE COURSE 1.5- ASPHALnc CONCRETE (5-3) Of' (5-1)
(2) 6- CRUSHED CONCXTE
(3) ,- CQUPAClED SUBGRADE (LBR-40)
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PROPOSED PAVING SECTION
N. T.S.
10'
6' HIGH
OPAQUE
FENCE
75-
&II
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EXIST. :J
~. rfJROOHD l-
-'.. - -m-.-
N.
-75
-70
70-
<D SOD SIDE SLOPES
(2) F'OOl1NG ct WALLS DESIGN
Q) BUIlDING FF - 74.50
BUILDING SEClION
ED BY OlHERS.
4
HOR: ,- · 10'
VER: 1- · 5'
17 (t.tIN)
w
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APPROx'l
LOCATION
EX. MH
85 - <D SOD SIDE SLOPES ct POND BOlTOM. - 65
@ F'OOl1NG, WALLS. AND SLABS DESIGNED BY OTHERS.
~ UNDER BUILDING VAULT, BOT - 69.4
Q) BUILDING FF - 74.50
BI..OO/POND SECllON
~
x So-
~
HOR: 1- - 10'
VER: ,- - 5'
NOTES:
1. IF' NOT EXlSllNG. A FIRE H\1)RANT WILL BE
PROVIDED WITHIN 300 FEET OF THE BUILDING,
ON THE SAME SIDE OF' COURT STREET.
2. TREES TO REMAIN SHALL BE PROlEClED,
REFER TO OTY OF" a.EARWA lER TREE
BARRICADE DETAIL
5. SHEILD OUTDOOR UGHllNG F'ROM ADJACENT
PROPERllES.
6. NO FREESTANDING SlCNACE PROPOSED AT
THIS llME.
7. DUMPSTER WILL COtttPL Y WITH aTY OF
CLEARWAlER STD. 701.
3. LANSCAPE ARCHllECT SHALL COORDINA lE
ANY REQUIRED ROOT PRUNING WITH lHE OTY 8. DRIVEWAY CONNECllON TO COURT STREET
OF a.EARWAlER ENVIRONMENTAl. DEPARMENT. SUBJECT TO APPROVAL OF' AN FOOT DRIVEWAY
-CONNECllON PERMIT (TO BE FILED BY
4,' NINE TREES ON lHE PREVIOUS SURVEY HAVE APPUCANl).
BEEN REMOVED, ONLY FOUR TREES PERMITTED 1'52'0."
F'OR REMOVAL. REPLACEMENT WILL BE 9. APPUCANT WILL ACREE TO PROVIDE ANY
AWARDED ON AN 'NCH PER INCH- BASIS. . UTIL llY EASEMENlS REQUESTED BY THE CITY
OF CLEARWATER.
1IlE IIIMI'UIlI ., .... CIWlLR'Y
CCIfI1IOL CII"P'ICD . 'nit INCa
..DlCATD THAT ALL lllau_.
""ITS HAVI lUll oerMtU
AI. THAT COIIlTlUCnol It
AUTHOIIZIE. TO CO..IIICI.
~
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DUMPSTER
ENCLOSURE
SINGLE
(CITY INDEX 701)
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CONNECT 10 EX. CITY OF' j it
a.EARWAlER SEWER
(LOCAllON APPROx.)
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60'R
PREPARED FOR.
SHEET DESCRIPTION,
E"B. No. 7421
McDOWELL HOLDINGS, INC.
1433 COURT STREET
CLEARWATER, FLORIDA 33756
(727) 942-6078
1459 COURT STREET OFFICE BUILDING
SITE PLAN
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· E;)c1stlng Storm Sewer MH
· ExistIng Gu) WIre
- ExIsting Overhead WIres
- Existing Ook
- Existing Cherry Laru"
· Existing Punk
· Existing Pine
- Existing Palm
- Existing Spot E1ewtlon
- ExIsting Water Line
-
.
~
or
-1?
.. ,$"
..
~4"
- Proposed SIngle Water ServIce
· Proposed San. Sewer ServIce
- Proposed Storm Pipe ct Inlet
· Proposed Grad..
- Concentrated Flow Direction
· Hard Surface Drainage Flow Direction
- Existing Tree To Be Remo'led
- Interior Landscaped Space
....J. E....;
. '. ~
. . . . ..~
-- - - ':"" )( FIll Y
~. 1~
"40 . .605:93"WC: 6OS.3O'R 0.1" bAR 1/'L
-- w - - - w....J. 242.56't.tC: 242.65'R~ ~
217.81'" (/) - - - - - \- 24.75'MC J\
58l.1fll . ~ I
...:
CONTROL STRUCTURE ~ 9O!53'R-1
~/~ 91103'11'" I
~ ~S<'4- '----i
I
- --
WAlER QUAUlY _llEV. '\1
- ExIstIng San. Sewer
- Existing Contour
- Proposed Contour
Line ct MH
i:ilifAii'iXiNlRii:' iiRUC~
FOOT n'PE -f:f ..
TOP - 73.5' ~ :
BOT. - 69.25- ~ :
WEIR - 70.80' :
WEIR WlDlH - .
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STOR"WA'TER "ANAGEMENT POND
(FQ~ WAlER QUAUn)
72.4'
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--SEE INDEX' .'1"
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1~-d' r ('nPICAL) '"I
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NOTE:
AI ......'."1 fIIICIrIcInge to be tIwmopIado.
~WMK
'.WD[
lwF1C ~
~'
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FIR 1/t
, 2512
I I DISCHARGE 10 FOOT
PRE-DEV. II ..
././././././)) ~~~./ ./7Y89.25'
1
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WHITE BORDER
. S'NBOL
BLUE BACKGROUND
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WHIlE BICKGROUND
PARKING BY
DISABLED
PERMIT
ONLY
.
.
BUCK BORDER
a: I.D1ERS
WHIlE BftCKGROUND
S255 FINE
F',$. 318.14
.
ALL LEnERS
1- SERIO "C"
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ON 1/r THItK tiHEET
N..UMINUM
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2- HOT DIPPED cw.VANIZED
STANDMD WEIGH1' srm PIlE
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8")(2"-1- CONCREI'E MASS.
F1NISH TOP OF MASS u.vEL
WITH A SlJCH1' RAISED WASH
APPROXItMTELY 1/2- IIIlNE.
u.vEL OF 1URF' /SOD.
~
,"
elL
4 8- +
HANDICAPPED SIGN DETAIL
INDEX NO.119 - N. T.S.
HANDICAPPED STALL DETAIL
INDEX NO.118 - N. T.S.
~
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X
S89'57'52"W
589'5;'33"w
1
110.
243.41't.t: 242.85'R
(f)
RECEIVED
FIR 1/t .
, 4086 ....
}3
~
JUN 16 28m
PLANNING DEPARTMENT
CITY OF Cl~~~~rera
Mt\R 1 7 2003
FL P.E. No. 14663
243.05'R
(/)
303,02't.t: 303,05'R
606.23'11; 606.10'R
3/14/03 REVISED F'OR ORe WEE11NG
DATI
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997-205
,... . No
DATL
APP'D
BY
2 14 03 .,
FLORIDA DESIGN CONSUL T ANTS, INC,/
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
,2639 McCormIck Dr. Clearwot.r FL, 33759
Tel. (727) 724-8422 - Fax, (727)724-8606
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BUt COR.
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IlJ(. COR. '--
N. OOY. Cf 1l.OO< "A" ~
BENG 1HE S. R/W Cf ~T STREET
PER foO.O.T. vs. BOOS.f. CI&:
NO. 89<42167, DAlEO SEPT. 12, 1990
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(ASSlJI,lED 1lRG.)
S89~9'Jl"E
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S89~2'Ol"W
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2
8
60
120
I Aztec Grass
I gal., 1 2" ht. x I 211 spr.
I Crape Myrtle
8'-10' ht. x 41-5' spr., 5 stem, 3" cal.
OVERHEAD LINES,
N89'59'58"E
----1--..----\ .-
24J.o1w; 24265'R
I Cabbage Palms
10' c,t.. I 2' c.t.
15U5. Viburnum ~
3 gal., 24M ht. x 24M spr.
I ~~;tli~:a;t!112'5pr.2.
I GIant Llrlope ..
1 gal.. 1211 ht. x 1211 spr.
BlDG
5.35'W.
5
I Live Oak'
. /4:ht. x 5-6' spr., 3';,'cal.
I 44 I Podocarpus_
3 gal., 24" ht. x 241' ~pr.
6
I East Palatka Holly .
81_101 ht. x 4' spr,.2" cal.
14
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589'54'511
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3 I Crape Myrtle
1 8'-10' ht. x 41-5' spr., 5 stem, 3" cal.
21 1 Podocarpus
I 3 gal., 24" ht. x 2411 spr.
40 I Aztec Grass
I I gaL, 12" ht. x 12" spr.
COURT STREET (CHESTNUT STREET - PLAT)
100' R!W
( SPHAl1)
"- EAST-Yf:ST a. Cf SfC1IOH 14--29-15
ON $I r IBM
STORUn lEVER J.lANH<l.E
N. RII u v._ 7W
No INV. a . 6W (15" JQ')
_ _ ~ ^'" ...L:_~ m -:L..----------------L_
120.3~20'R ~/W .x.....,~l)AR__1/2" EXISTING 5' s/W S89~9'03"W
'--09' S89'S9'o.J"W 581.18'U
~ .~ ~1.a....
DIWN<lGe AReA 500 j. ~
Coce eMl....~ j ...-
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4 I Ca~ba~~ Palr;'s ,1 t:). U; :R" '" ~ '" '" " " "-
I I 0, I 2, I 4, I {; . t. lIh z".~ '-~ '\",~'\..""'-~
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-T3 gal., 24" ht. x 24" .pr. ~ '~- '. .'\. ~ 50D' ------ I I~ 5.08'E.
, . Yi~ ~ '^~'\. I ". '.'~'_~" _ ....
2 Cabba':1e Palms ---::::::.~ r ~. _ Ci-'
--.... - \ ----n 11' 011., 4' (If ~ ------ 8
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~ .. ' ol1ts. P.lo'W.
~4O'S. I 8 I V ar. Confeaera:( Jasmine
OVERHEAD UN 5 I 3 gal., 24" ht. ~ 24" spr.
2 I Cabba~e Palms
1 10, 141 c.t.
___ L - ^H~ __. m __.
:: ' S89'59'15-[
"~::::::..:" .:... ~ ,....~\r:i BILlTY
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2' CURB &. GUffiR
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,2' CURS k CUllER
2
I Cnnum LIly
I 15 gaL. 36" ht. x 36" spr.
1 Thcyalhs
I 3 (~3al., 1611 ht. x 16" spr.
I LIC1ustrum Tree
I 7-81 ht. X 7-81 spr.
trim against wall
I Lady Palm
I 10 gaL. 3611 ht. x 36" spr.
II nc.ltan Hawthorn
I 3 gaL, 16" ht. x 16" spr.
I 5us. Viburnum
I 3 gal., 24/1 ht. X 24/1 spr.
8
3
10
6
10
Ilncllan Hawthorn
I 3 gal., 16" ht. x I G" spr.
1 505. Viburnum .
I 3 gal., 24/1 ht. X 24" spr.
I Live Oak
I 14' ht. X 5-6' spr..31l cal:
I Lady Palm -..
I 10 gal., 36" ht. x ~6" spr.
. I L1Cj:J5trum Tree'
I '/JtY ht. x 7-8' spr.
t';'111 against wall
6
5
S8S~,_rW
I T.~ryallts ____
I 3'1al., 16" ht. x I G" spr.
17
2<l3.OS'R
$89'5152"W
606.23\1; 606.1o'R
flI)"X"
2.77'M. / "
605.93'J.1C; 605.30'R 0.1" ~ fR J 1 2 --....
24256'YC; 24265'R V ~
217.81'" I ~<l.75'l.1C ~ ~
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9O?53'R
91103'11""
2~.4(W; 24285'R
. ...... '." ."
3Ol02'W; 30105'R
PLANT MATERIALS SCHEDULE
Code Botamcal Name
Cnnum aSlabcum
{; /lex opaca
Jumperus parsonll
Lanatna camera
4 Lagerstroemla indica
2 Llgustrum spp.
Llrlope muscarl
Llrlope spp.
Plumbago aUrlculata
Podocarpus spp.
I 0 Quercus vlrglmana
Raphlolepls indica
/ 4 5abal palmetto
Viburnum suspensum
fR 1ft
, 2512
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Common Name
Cnnum Lily.
East Palat~ t1plly
Parson's Jumper
Yellow Lantana
Fotomac Crape Myrtle
Llgustrum Tree
Giant Llrtope
Aztec Grass
Flumbago
Fodocarpus
Live Oak
Indian Hawthorn
Cabbage Palm
5andankwa Viburnum
GENERAL LANDSCAPE NOTES
I . All i'lant materials shall be Flonda # I or better and Installed to highest nursery standards. flants shall be
healthy, fl ee of pest and disease.
2. All r>lants shall be container grown except as noted on plan,
3. All palms and trees 5hall have straight trunks With no tv..1sts, knotting or other defective characterlsttcs.
4. MuL:h 5hall be 1000/0 fine Bark, Installed to a mlmmum thlCKneS5 of 2". .
5. 50d shall be 95% weed free 5t. Augustine "Floratam", Installed WIth tight Jomts.
G. All dimenSions shall be field checked by the Landscape Contractor prior to constructton With any
discrepanCIes reported to the Landscape Architect.
7. All matenal5 shall be as specified on the plans. If matenals, labor or installation techmque5 do not adhere
to the specifications, they WIll be rejected by the Landscape Architect With speCified matenals and installation
carned out by the Landscape Contractor at no additional cost.
8. No substitutions of matenals or changes to the draWings or speCifications shall be made.
9. All required permits 6r€ to be prOVIded by the Installmg contractor unless specifically stated otherWise In
the spedlcattons.
10. Contractor IdentifIcation signs shall not be allowed on the proJect.
I I. Coiltractor shall be responsible for all Items as shown or descnbed on thiS plan and speCifications.
I 2. All )roposed landscape <lnd sod areas cont~lI01ng turf or weeds shall be treated WIth "Round-up. per
manufacturer's speCIfications.
13. Landscape Contractor shall prOVide all necessary site preparation reqUired to ready the site for plantlOg as
specified.
14. Th~ landscape Contractor shall warranty and guarantee all matenals and labor for a period of 90 days for
shrubs ar,d groundcover, palms and trees. Warranty and guarantee penod shall begin upon date of completion.
15. All (epall's and/or replacements shall be made by the Landscape Contractor Within 10 working days upon
notlflcatlun of any ddlcielicles by the owner or their representative.
I G. All questions regarding the L:indscape flans and 5peClflcatlons shall be directed to the Landscape
ArchItect at (727) 781-2840.
FERTILIZATION
5hrubs< and Trees
All tree~'and shrubs shall be fc,ttli2ed With "Agnform" 20-15-5 plantmg tablets at time of plantmg and pnor to
Installattqn of plant pit backfill. Tablets shall be placed umformly around the root ball at a depth that 15 between
the mld...Jlc and bottom of the' root ball.
Application Rate:
I Gallon Contamer:
3 Gallon Contamer:
5 GallonContamer:
7 Gallon Contamer:
Trees:
, - 21 grall tablet
2 - 21 gram tablets
3 - 2/ gram tablets
4 - 2 I gram tablets
3 tablets per each J 12" caliper of trunk
Groundcover Areas
All grounclcovcr areas shall recclve lertlllzat,on With "Ozmocote" time release fertilizer per manufacturer's
speCific ):.on5.
5et tree plumb.
WIth top of
rootball I 1/2'
above fllllsh
'3rdde
Rvbbc::r hose
III 2 '3auge
~~rb\u!ch
3' Tree wel
f,nl~h '3r.;o
I 2' Icn'3th ,'cd
plast,c f1a'2J
tape
2x4 pt ::.take
Root ball
NatIve $011
backf,1I
Dl5t'n':} natIve
:;011
-e TREE PLANTING DETAIL
2/3 Tree dflphne
Ex,::.t,n'3 tree to
remain
45" He''3ht
I x4 pt rail:;
2,,4 pt po:;t
24" Depth
ICl:;tln'3 '3rade
-e TREE PROTECTION DETAIL
a~~ c,CCu It/ED
MAR 1 7 2003
5et ::.hrub
plumb, WIth top
of rootball I"
. above f.n/5h
: '3rade
t"LAl\Ji\Jll\1l:i & UEVELOPMENT
SERVICES
CITY OF CLE/\RWATER
2' Mulch
f,nr:;h Grade
..
Root ball
Niltlve ~,I
backfill
- Exl5bn'3 n3t.ve
5011
5peclflcatlon
15 gaL, 36/1 x 3611
8'-10' ht. x 4'_51 spr.. 2/1 ca!.
3 gaL. 12" ht. x 18" spr.
I gal., 6" ht. x I 2" spr.
81-10' ht. x 4'-5' spr., 3" cal.
multi-stem min. 5 stems
7'-8' ht. x 7'-8' spr.
I gaL, 12" ht. x 1211 spr.
1 gaL. 12" ht. x 12/1 spr.
3 gal., 1811 ht. x 18" spr.
3 gal., 24" ht. x 24" spr.
14' ht. x 5-6' spr., 311 cal.
3 gaL, 16'1 ht, x I (;" spr,
C.T. as noted on plan
3 gal., 24" ht. x 24" spr.
-e SHRUB PLANTING DETAIL
Scale III - 201-0"
MM
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COPLEY DESIGN ASSOCIATES
LANDSCAJ
ARCH I T E C '.
1666 Laney Drive
Palm Harbor, Florida 34
Phone 727 787-2840
Fax 727 785-4017
Landscape Architectu.
Site Planning
Construction Managern,
( JOB NO. 22057
L LH~ET I
F1R 5/g'
, 2B65
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FR1j'r
pOlS
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N, fH)Y. (J" 1l.0CI< -A- ~ OVERHEAD LINES
IlOOG 1HE s. R/W (J" <XX.RT STREET
PER F .0.0.1. 'IS. ~ CJ&
NO. 8942167, DAlID SEPT. 12, 1990
H89~'58"E
s89"59'J1-r 243.01M; 242.65'R
S9O'OO'OO"[
BRG. REF. UN[
(ASSlAlED BRG.)
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5,35'1.
GENERAL IRRIGATION NOTES
I . Install a new automatic Irrltjatlon system to prOVIde I 00% coveratje of all landscape areas.
2 Shrub rtser5 shall onl~ ~e used In hedtjes or mass planbntjs. Risers shall not extend more than 2" above the
Installed heltjht of the plant. All nsers shall be schedule 40 pipe. painted black. In no case shall shrub risers be
Installed adjacent to walkways. driveways or other areas where they may be damatjed.
3. All heads Installed In planting areas along walks, dnves and park.mtj lot5 shall be 12" pop-up fixed spray
heads. All heads shall be InsL3l1ed WIth the top of the spray body flush WIth finish tjrade. All tjroundcover areas
shall be Imgated With 12" pop-up fixed spray heads and extensions as required.
4. All sodded areas shall be IrrJtjated With 4" pop-up spray heads or pop-up gear driven heads unless
othel"W1se speCIfied.
5. Pipe, valves and other Irrigation equipment may be shown In drives, walks or bUildings for clarity only. Install
all valves and other equipment In landscape bed5 for best accessibility and concealment.
G. Valves shall be Installed In a mamfold Within a valve box of suffiCient size to 5eJ"VIce all valves WIthin the box.
Valve box shall be free from any debriS which may cover valves. PrOVIde a 3" depth gravel sump at the bottom of
the valve pit.
7. A1llrngatlon equipment and installation techmques shall meet federal, state and local codes, regulations and
ordinances.
8. All gear driven heads and all heads along walks, curbs, drives and parklntj areas shall be Installed on fleXible
polyethylene sWing JOints,
9. Gear driven heads and fixed spray heads shall be Installed on separate zoneswhere pOSSIble. Precipitation
rates and head type should be compatible Within each zone.
10. Gear driven heads shall not be Installed 10 shrub areas or be Installed on risers where pOSSible.
I I. Controller shall be mounted as shown on plan
/2. All sleeves shall be schedule 40 pipe Installed a minimum of 14" below grade. Sleeves shall be used only
to Install lateral irrigation hnes through. Sleeves shall not be used as a method to convey water through the
system.
/3. Adjust all heads to prOVide maximum coverage and effiCiency and minimIZe overthrow. Irrigation heads shall
not spray over walks, drives or any other non-Irrigated areas.
/4. EqUipment shall be manufactured by, "Tord', IlRalnblrd" or "Hunter" or as otherwise stated on the plans.
/5. Contractor shall field verIfy water source to deliver the proper pressure, pounds per square Inch (PSI) and
water flow, 3allons per minute (GPM) as reqUired by the Irrigation system. Notify the Landscape Architect If there
IS any dl5Cr,~pancy.
/ G. All permits reqUIred for installation shall be prOVided by the contractor.
/7. Refel' to the Landscape Plans when 10Cdtlng all irrigation eqUipment, Allow ample room near irrigatIon
equipment ~ 'x the proper installation of trees, shrubs and other work shown on drawmgs to be Installed.
18. All Wires shall be Installed m Wire sleeves.
19. Contractor shall be responsible for all Items on the plan and Irrigation specificatIon.
20, Contractor shall Instruct the owner on the full operation and maintenance of the Irngatlon system.
2 I. Contractor shall be responsible for all fInal repairs or adjustments to prOVIde proper coverage to all
landscape areas.
22. All questions regardmg Irngatlon specifications shall be directed to the Landscape Architect at (727)
787 -2840.
COURT STREET (CHESTNUT STREET - PLAT)
100' R/W
(ASPHAl1)
EASf-VlST ll. (J" SEC~ 14-29-15
ON SITE IBM
SToo.I SEVIR ..AHH<lE
11.11I w.v.. 7J.f1
II. IN. fLa 6W (1~ lO')
(ASPHAl1)
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5ymbol I ~ 5peclI.otlon
. 5f-B ~!1 Ralnblrd 5' Radlu~ Full C.rcle B~bDler
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. 5H-6 i !;: R';llnl:>,rd S' R.Jd'U$ H.)!I C,rel:, 5u;,,:le,'
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. 5Q~8.. i ,! Ralnb.rd 5' Rad.u~ Quarter C,rcle Bubbler
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o lor : F Ra,nPlrd I CI RadlU5 full Clrde 5plOyt>ead
; !'~
o 1 O'fa :i1 Ra,nblrd 'CI RadiUS Three Q ..;r'"..er Circle 5prayheild
-'"
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o lo.:a ,.. hJ R.olIOD.rd I CI R.old,u5 QU3rter C.rcle 5prayhe.:ld \
'0 I SF I iiRainblrd I 5' R3dlus full Clrl; 1-' 5pr;YOod/ '.
0'5TQ . In Ra,nblrd 15' Rad.u~ Thr<z GIJ..r'~r Circle Sprayheaij
:0 I 5H \ H RalOblrd I 5' RadiUS Nail Clrt.:e 5pra:rflead
",:?-:> I 5Q ; f; Ralnbw1 I 5' Rad,U5 Quarter C,rcle 5prayhead
.; ,,~15EST ,ti RalOb.r.:.l IS' RadiUS End 5t,',? 5pra)'head
61 55ST ; E Ra,nb,rd IS' Rad.u~ 51de 5tnp Sprayhead
~15C5T :; Ra.nbtrd IS' RadiUS Center Stfl" 5pr<l)'he_d
O."2Sf ql Hunter 1-25 filII C,rcle Gear Onven Head
,,'.
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1-25AOJ if: Hllnt::r 1-25 Adjustable Rad.v:;. Gear On\lcll11ead
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6O'R
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60'ft
243.05'R
PI~E SIZING CHART
FR 1/2-
I 4006
BU<. cat
S89'5152"W
30102''''; 3OlOS'R
3Ol2O'U; JOl05'R
606.2J'1A; 606.10'R
0-5GPM
1/211 pve PIPE
6-I,Q GPM
3/4" pve PIPE
IRRIGATION SYSTEM REQUIREMENTS
I I - i5 GPM
it
i~
I 6-2'5 GPM
/ · pve PIPE
1/4" pve PIPE
I. Shallow wells. open surface water bodies, or reclaimed water must be used as a source of
Irrigation water. The distribution system for Irrigation must not be connected to county or
mUniCipal water sources. unless It can be demopstrated that these sources are not available.
26- 35 GPM
1/2" pve PIPE
2" PVC PIPE
36-50 GPM
5o.+,~ GPM
2 I /2" PVC PIPE
2. IrrigatIon systems must utilize low volume deSign such as low trajectory heads or soaker
hoses to prOVide direct application and low evaporation. 5ystems that overspray areas that do
not require IrrigatIon. such as paved areas will not be acceptable. High Irrigation need areas
must not overs pray low need areas.
3. High water demand landscape areas such as turf must be served by a separate IrrIgation
zone than low water need areas. such as planter beds. or mulched areas With trees. In no case.
shall any planted vegetation area be more than 'SO' from a water supply hose bib.
4. Automatic IrrIgation systems must operate by an Irrigation controller capable of
r
differentiating between schedules of hIgh and low water demands areas. Controllers must have
multiple cycle start capacIty and a fleXible cale1c.far program able to be set to comply With local
or water management dlstnct Imposed restncb,ons.
5. Automatic IrrigatIon systems must be eqUipped With a rain sensor deVice or SWitch which Will
override the IrrigatIon cycle of the sprmkler sy~tem when adequate rainfall has occurred.
Cc/o.t:fett: ~ut
,t e..ct' he..d
rml>h Gr.lde
III_at.
J>op.up h.e.d ~pray I><:.od
f'Vl:idl
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IRRIGATION SPRAY liEAD DETAIL
J>op-"I' <jea' dnvc:n
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Concrete donvt
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f'VC "'tu..1 h"" p,pe
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IRRIGATION GEAR DRIVEN HEAD DETAIL
f'n1:>h G...de
1
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R",mot.: control ,,~Iue ..or",.. to be ",~[~lled under lNinltne
~ure to flU..Iolli: >t (j' lnU:r""l:. \l.th w~t.:rproof
t.1pe WI" ~pped -4 tlO11C$ ,round f'1f'e ..t each loc:.otoon
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CQPLEY DESIGN ASSOCIATES; Th.
LA ND S C AP T.
ARCHITECT
1666 Laney Drive
Palm Harbor. Florida 3468?, 1
Phone 727787-2840
Fax 727 785-40 17
Landscape Architecture
Site Planning
Construction Management
(
[
JOB NO. 22057
SHEET
IR .' I
, I
SECTION 14, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA
~
COURT STREET (CHESNUT STREET (p)
100' RIGHT OF WAY
N 89050'13- E 60.40' (F)
60' (P)
TBM 1
NAIL IN POLE
ELEV. = 72.47'
TBM 2
N. RIM DRAINAGE MANHOLE
ELEV. = 73.35'
o--1MQ..
o-.ll.1Z-
o 71.88
o-22ll-
o 73.14
BURIED WATERLINE
BURIED GAS LINE D
_ _ _ _ _ _ _ _ _ _ BURIED ELECTRIC CABLE
PLANNING & DEVELOi
SERVICES
crN OF CLEARW,lI
--
363.65' (P) 363.01' (F)
20
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OVERHEAD WIRES ~
---
<:1- 120.25' (F)
14-.:.u24-
FND X-CUT + FND X-CUT
~SO FIR 1/2" 2.40' S. -217.73' - -;t'SO -;;-1/2" 2.79~
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ASPHALT PAVING
ASPHALT PAVING
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o 72.5
LFF EL. = 73.24'
ONE STORY MASONRY BUILDING
# 1449
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LFF EL 72.53'
ONE STORY MASONRY BUILDING
# 1455
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OVERHEAD WIRES
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LOT 13
SCIR
1.81' S. I
1
1
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60.18' (F) S 89051'35- W I
60' (P) I
LOT 14 :
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6' WOOD FENCE
ALSO FIRC LB2129
LOT 15
LOT 16
o 70.6
606.31' (F)
606.10' (P)
---
NOTES:
SIX ACCORDING TO THE MAP OR PLAT THEREOF, AS
: 66, OF THE PUBLIC RECORDS OF PINELLAS COUNlY,
1. THIS IS BOUNDARY AND TOPOGRAPHIC SURVEY MADE ON THE GROUND UNDER THE SUPERVISION OF A FLORIDA REGISTERED SURVEYOR AND MAPPER. FIELD WORK WAS (
2004, WHICH IS THE DATE OF SURVEY.
2. ELEVATIONS SHOWN HEREON REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. THE ORIGINATING BENCHMARK WAS CITY OF CLEARWATER BENCHMARK E-8 Wll
FEET. THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 ELEVATION OF THIS BENCHMARK IS 44.28 FEET.
3. BEARINGS ARE BASED ON THE SOUTHERLY RIGHT OF WAY LINE OF COURT STREET HAVING AN ASSUMED BEARING OF N 89050'13.
4. ALL BEARINGS AND DISTANCES ARE FIELD MEASURED UNLESS OTHERWISE NOTED.
NO UNDERGROUND UTILITIES, UNDERGROUND ENCROACHMENTS OR UNDERGROUND FOUNDATIONS WERE MEASURED AS PART OF THIS SURVEY, UNLESS OTHERWISE NOTED.
5. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP
6. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF CURRENT TIlLE REPORT OR ABSTRACT OF TIlLE. THERE MAYBE ADDITIONAL RESTRICTIONS, EASEMENTS AND OTH
RECORD THAT ARE NOT SHOWN ON THIS SURVEY.
7. ATTENTION IS DIRECTED TO THE FACT THAT THIS SURVEY MAY HAVE BEEN REDUCED OR ENLARGED IN SIZE DUE TO REPRODUCTION. THIS SHOULD BE TAKEN INTO CONS!
SCALED DATA. i "
8. FLOOD ZONE INFORMATION:
COMMUNITY PANEL NUMBER:
FLOOD ZONE:
REVISED MAP DATE:
125096 0016 D
X
AUGUST 19, 1991
TSC
BY:
BREEZE HILL SIX
LOT 7, BLOCK A
PLAT BOOK 13, PAGE 66
FOR:
LINDA GRIFFITH
1455 COURT STREET
CLEARWATER, FLORIDA
KLEIN & STAUB SURVEYING, INC.
PROFESSIONAL SURVEYORS AND MAPPERS
8016 OLD COUNlY ROAD No. 54
NEW PORT RICHIE, FLORIDA 34653
OFFICE: 727 834-8140 FAX: 727 834-8150
BOUNDARY &
TOPOGRAPHIC
SURVEY
LB 6928
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NEW CURB
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ONE STORY M!\SONRY BUILDING
# 1449
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EX. OI'~E STORY MASONRY BUILDING
II '1455
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LOT 8
ASPHALT PAVING
I OVEr~HEAD WII~ES
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LANDSCAPING
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LOT 14
LOT 15
LOT 16
(ASPHALT)
SEE PLANS BY FDe
FOR LOT 5 AND 6
IMPROVEMENTS
SCALE: 1n=10'
10 0 5
10
20
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NES Comm.: 0408
I ~ Drawn By: LB. I
Checked By: H.G.
Issue Date: 02/09/04
Revisions:
No. Date Descri tion
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THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SIW.L REMAIN THE PROPERTY. OF TH THIE
ENGINEER. AND SHALL NOT BE REPRODUCED. PUBlISHED OR USED IN Nf( WAY WJniOUT
THE CONSENT Of THE ENGINEER. CCOPYRIGHT 2004 NOT PlIBUSHED
BRET D. KRASMAN, P.E. # 53179
COPIES OF THESE PLANS ARE NOT VAUD UNLESS
EMBOSSED WITH THE SIGNING ENGINEER'S SEAL
C3.1
2' cu f~B AN D GU TTEf~
--------------------. -------_._---------.-:::::....=-:;:::::::.:::~~=='"
.---. ---.-.----... - .-..----.......---. --- -----...----....- '.o- _..___.._.._. "'_ ___.___..o_..___. _. ~~-'----- - ""..._____........_____ ._._ __...._.____..._...._...... ...... _.___......_._____..... __... .._______ __ __._.______. __ .__..___ - ._._.__..___ _..__ ________ ._ ______ ___ _______,..___ .__. ___.___._._ __ .______ __ __.______ ._...
COURT STREET (CHESTNUT STREET)
100' R /W /...--- ()r~ 51 TE T!3M
// STemM SEWER MAI~HOl_I
( N. RIM ELEV.= 7197
N. INV. EL.= 68.93 (15" RCP)
lOP OF INLET EL.= 73.94
THROAT EL.= 73.01
u_ -- - --- -\-- ....- - n - ------ - .. - -- --7 - . J " 1t5y/'-- 7----==---==---=========c,~~~=- - _~=_=:=.::::~~
." --- ~~---- . - - _._,- . . . ---- .. -~_..-. - " . ---- .
· I .-11 120 30'M'. 120'R EX 5' S/W
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NOTE:
APPLICANT CURRENTLY UTILIZES AND
WILL CONTINUE TO UTILIZE A BLACK
BARREL FOR SOLID WASTE PICK UP
WHICH IS ROLLED OUT TO THE CURB
ON TRASH PICK UP DA YS.
AND ROLLED BACK BEHIND THE OFFICE
BLDG. AFTER PICK UP.
LEGAL DESCRIPTION:
lOTS 5 AND 6, BLOCK A, BREEZE UllL, ACCORDING TO lHE PLAT lHEREOF AS RECORDED IN PLAT
BOOK 13, PAGE 66, Of lHE PUBUC RECORDS OF PINEIlAS COUNTY, flORIDA.
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FLOOD ZONE INFORMATION:
THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE "X" PER FLOOD INSURANCE RATE MAP 121 03C-0 1 08-G
MAP REVISED: SEPTEMBER 03, 2003
SURVEY INFORMATION PROVIDED BY A SIGNED &: SEALED SURVEY BY:
GEORGE A. SHIMP II, FLORIDA REGISTERED LAND SURVEYOR No. 2512
DWAYNE A. RUTH, PROFESSIONAL SURVEYOR &: MAPPER No. 5635
DATED: 02/06/03
SECTION 14 , TOWNSHIP 29 S, RANGE 18 E
CITY OF CLEARWATER
PINELLAS COUNTY, FLORIDA
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SITE DATA ( 1455 COURT STREET)
EXISTING (E) PROPOSED (P) REQUIRED
OFFICE OFFICE OFFICE
ZONING:
ROG ROG ROG
LAND USE:
OFFICE OFFICE OFFICE
USAGE:
LOT AREA: 7,284 S.F. 7,284 S.F. 3,500 S.F.
0.17 ACRE 0.17 ACRE
BUILDING COVERAGE: 1,477.5 S.F. 1,477.5 S.F. N/A
20%
(S.F. &: % OF GROSS SITE) 20% (EXIST:_I9_RJ.;MAIN)
GROSS FLOOR AREA (S.F.): 1,477.5 S.F. 1,477.5 S.F.
0.203 0.50
F .A.R.: 0.203 (EXIST. TO REMAIN)
FRONT: 0' 5' TO PVMT 25'
BLDG. 5' 12'TOPVMl':-{WESf) 10'
SETBACKS: SIDE: 0' TO PVMT. (EAST)
REAR: 4.7' 9.5' TO PVMT 20'
BLDG. HEIGHT: 10' TO MIDPOINT OF THE ROOF 10' TO MIDPOINT OF THE ROOF 30'
PAVED VEHICULAR USE AREA: 3,908 S.F. 3,156 S.F. N/A
(V.U.A.)
IMPERVIOUS SURFACE RATIO: 5,385.5 S.F. 4,846.5 S.F. .75
(I.S.R.) 0.74 0.67
OPEN SPACE: 1,898.5 S.F. 2,437.5 S.F. N/A
(S.F. &: % OF GROSS SITE) 26% 33%
PARKING LOT INTE.RIOR LANDSCAPING: 0 749 S.F. .10
(S.F. &: % OF V.U.A.) 0.24
UNMARKED 6 5
PARKING: BROKEN ASPHALT
PARKING CALCULATIONS:
3 PKG. SPACES PER 1 ,000 S.F. GF A. 1,478 + 1,000 =1.478 x 3 =4.43 ( 5 SPACES REQUIRED)
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SITE DATA ( 1459 COURT STREET)
( NOT INClUDED IN PERMIT)
EXISTING LAND USE DESTINATION:
ZONING:
PARCEL 10:
TOTAL LOT AREA:
MINIMUM LOT AREA:
IMPERVIOUS SURFACE (SF):
BUILDING (SF)
PAVEMENT (SF)
SIDEWALK (sF)
DUMPSTER PAD (SF)
OPEN SPACE:
GREEN SPACE (SF)
PONF (SF)
VEHICULAR USE AREA (SF)
LANDSCAPE PORTION OF VEHICULAR USE AREA (SF)
FLOOR AREA RATIO
IMPERVIOUS SURFACE RATIO
BUILDING HEIGHT:
ROG (RESIDENTIAL OFFICE GENERAL)
o I(OFFICE)
14 29 15 10854 001 0050 + 0060
118..5 x 120 = 14,420 SF (O.33AC)
100. WIDE; 10,000 SF
8752
2789
5401
405
157
5668
3914
1754
5401
981 (18%)
DEV. STANDARD
0.5 (MAX.)
0.75 (MAX.)
30' (MAX.)
PROPQpED
Ii
0.2
0.61
1 STORY/f2' (TO EAVES)
26' (TO PEAK)
SETBACKS: BLDG. PARKING
FRONT: 25' (MIN.) 17' 17'
SIDE: (WEST) 20' (MIN.) 78' 7'
(EAST) 20' (MIN.) 10' 50'
REAR: 20' (MIN.) 11 ' 3'
PARKING: 3/1000 S.F. 13 SPACES
10 SPACES 12 STD l 1 HC
TRANSPORTATION IMPACT FEE GENERAL OFFICE 2789 S.F. =
%2471 PER 1000 S.~ $6891.62
PROJECT LIES WITHIN FLOOD ZONE "X" PER FIRM MAP OF THE
CITY OF CLEARWATER, COMMUNITY PANEL , 125096-0016-0,
MAP REVISED AUGUST 19, 1991.
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EXIST. ELEVATION
EXIST. CONTOUR
II)
NEW ELEVATION
+10.00
NEW CONTOUR
EXIST. STORM SEWER
.......... ......... -10 - -
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NEW STORM SEWER
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NEW UNDERDRAIN
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EXIST. SAN. SEWER
NEW SAN. SEWER ,...-- I ....- I ,....,.,. I ......".,.
EXIST. WATER SERVICE ..- -- - ~ -- -. - - -
NEW WATER SERVICE P""O...............................
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NEW INLET II
NEW SAN. MANHOLE .
NEW CLEAN-OUT(C.O.)
NEW BUILDING AREA
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NEW ASPHALT
NEW CONCRETE
TEMP. SILT BARRIER
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POINT OF CONNEC1ION
OF NEW UTILITY TO EXIS I .
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Hcvisions:
i No. Dole Descri lion
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SITE PLAN APPROVED
CASE # 'F1A> z...oo4-.. "4009
CASE TYPE
DRC DATE
COB DATE
SIGNATURE
DATE
RECEIVED
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JUN 16 200~
PLANNING DEPARTMENT,
CITY OF CLEARWATER.
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INDEX OF SHEETS
:,
C1.1 CIVIL SITL DATA
C1.2 CIVIL SITE SJ)ECIFICATIONS
C2.1 DEMOLITIOr SITE PLAN
C3.1 CIVIL SITE P .AN
C4.1 CIVIL SITE [;.t:TAILS
L 1.1 LANDSCAPF SITE PLAN
L 1.2 LANDSCAPE. DETAILS AND
SPECIFICATIONS
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TIllS DRAWING ; AN INSTRUMENT OF SERVICE AND SIlN.l REM^IN lIIE I'ROPF.RfY or TIlE
ENGINEER, ^'~o SU^" L.,HOT BE REPRODUCED, PUBUSIIED OR USEO It' Nf( W^Y WlntoUT
llfE CONSENT 'F ry~ ENGINEER. ({i)co IGlfT 2001 N(lf rB~,1EO
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KEtIt'ETIIII. ROUSII P;I;. fl ...:::._.. ." :.I:.;~,,', - ~
COPIES or n lESE PINlS ^RE Not. V!\1JD UN1.F.SS: )~- ';1 ,.' ~\ :
EMBOSSED WIII~ THE SIGNING EN~~R'S 'SfAl S T ,- ~ '.. )t, ~ ~.
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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 RffiNTlON 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 RffiNTION BASIN, AND FlNE GRADE THE
FlNAL 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 BETTER.
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 CONFUCTS, SHOWN OR UNSHOWN, WITH OTHER EXISTING SITE IMPROVEMENTS
SHAlL BE THE RESPONSIBILITY 0F 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 Atff
CONFUCTS 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
400-4 & 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 Atff 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 RffiNTION 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 RffiNTION
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 FILTER MATERIAl
SHAlL BE DISPOSED OF IN A PERMITTED FACILITY.
EROSION AND SILTATION CONTROL NOTES
1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMffiR BERMS,
. FILTER 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 FlRST STEP IN THE LAND ALTERATION PROCESS. SUCH
SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE
ANY 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 OFNN RffiNTION
AREA AND WILL BE REQUIRED TO CLEAN OUT THE RffiNTION AREA BEFORE INSTAlLING
Atff PERMANENT SUBDRAlN PIPE. IN ADDITION, PERMANENT RffiNTlON AREAS MUST
BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FlNAl 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 DffiNTlON AREAS WILL BE SODDED PRIOR TO
ISSUANCE OF A CERTIFlCATE OF OCCUPANCY.
5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES
SHALl BE PROTECTED AT AlL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH
PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH
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 ANY 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 LINE 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 PRIOR TO REMOVING OR DEMOLISHING.
8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALl
UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED
WITH THE NEW FACILITIES. SHOULD Atff DISCREPANCIES EXIST WITH THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR 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 MAINTAINED AND MODIFIED AS REQUIRED BY
CONSTRUCTION PROGRESS.
10. ALL EROSION AND SILTATION CONTROL METHODS SHAlL BE IMPLEMENTED PRIOR TO
THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DffiNTlON AREAS WILL BE
RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE
TO THE PLANS.
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 ACCORDANCE 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 (AWWA C 104-71).
4. ALL FITTINGS lARGER THAN 2- SHAlL BE DUCTILE IRON CLASS 53 IN ACCORDANCE
WITH AWWA C-110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHAlL BE
MECHANICAl JOINTS IN ACCORDANCE WITH AWWA C-111. FITTINGS SHALL BE
CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104.
5. AlL PVC WATER MAINS 4- THROUGH 12- SHALL BE IN ACCORDANCE WITH AWWA
C-9OO. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN
ACCORDANCE WITH ASTM 0-2241.
6. WATER MAIN PIPING OF LESS THAN 4- SHAlL BE PER ASTM 02241-89.
7. ALL FITTINGS 2- AND SMAlLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED
SLEEVE TYPE 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 FIRE 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 mnNGS 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
TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCORDANCF. WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWNER'S ENGHEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMINC T':STS.
2. NEW WATER MAINS
AFTER COMPLr:TION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL
BE PERFORMED IN ACCORDANCE WITH THE LOCAl JURISDICTION WATER SYSTEM
STANDARDS AND SPECIF1CATIONS. CONTRACmR 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 PLACED INTO SERVICE UNTIL CERTIFICATION 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 SHAILL HAVE A MINIMUM OF 36 INCHES OF
COVER.
2. ALL SANITARY SEWER MAINS. & SERVICE LATERALS 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 SPECIFlCATfONS.
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 CONFUCTS OR DISCREPANCIES.
5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION
D-3034-77C, SDR 35. INSTALLATION OF SDR 35 PIPE SHALl BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFlCATlON SECTION 02321.
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 MAGNETIC 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 POLYUNED 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 EXFlLTRATlON TEST ON ALL GRAVITY SEWERS
INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION
MAXIMUM ALLOWABLE lEAKAGE RATE: 100 GPO 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 BElWEEN 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 REQUIREMENTS (CON'T)
A. THE SEWER SHAlL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BElWEEN JOINTS):
B. THE SEWER SHALL BE INSTALLED WITH D.I.P. FOR 20 FEET CENTERED ON THE
CROSSING (10FT. LINEAR SEPARATION BElWEEN JOINTS):
C. THE' SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE,
AND BE PRESSURE TESTED AT 150 PSI 10 ASSURE WATER TIGHTNESS PRIOR TO
BACKFlWNG: 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 BElWEEN PARALlEL LINES
GRAVITY SEWERS OR FORCE MAINS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALlY
FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE
TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10FT. SEPARATION, THE
WATER MAIN SHALL BE INSTAlLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH
SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOTTOM
OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE
WATER AND SEWER JOINTS SHAlL BE STAGGERED.
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 wlm PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE
DEPARTMENT AND BE PRESSURE TESTED TO 150 PSI 10 ASSURE WATERTIGHTNESS BEFORE
BACKFIWNG.
SANITARY SEWER/RECLAIMED WATER & POTABLE 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 MAINTAINED AT CROSSINGS.
WHEN RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGATION:
THE RECLAIMED WATER MAIN SHAlL BE TRfATED 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 POlABLE WATER MAINS, NO MINIMUM SEPARATION
IS REQUIRED BETWEEN THE RECLAIMED WAfER MAIN AND SANIlARY 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 BACKF1LLED 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 TRAFfIC AREAS SHALL BE
TRAFfIC RATED FOR H-20 LOADINGS.
6. THE CONTRACTOR IS TO SOD THE RETENTIONIDETENTlON POND .~ INDICATED ON
PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND.
7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH T.HE LOCAL REG:JLATORY AGENCY.
8. ALl STORM STRUCTURES SHAlL BE GROUTED TO THE INVERT
ELEVATlON(S) OF THE STORM PIPES(S).
STORM PIPE SHAlL BE SAW-CUT EVEN WITH THE STRUCTUREWALL(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
BACKFILL
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 CERTIFICATIONS TO
THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
PAVING NOTES
1. PRIOR TO CONSTRUCTING CONCRffi 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 TRAFFIC PAINT IN ACCORDANCE
TO FOOT STANDARD SPECIFICATIONS 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 EDIllON 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 PINEUAS COUNTY RIGHT-OF-WAY
MUST MEET THE FOLLOWING CRITERIA: ASPHAlTIC CONCRETE: 3-INCH (PC-1),
BASE: 10.5-INCH FOOT CERTlFlED COMPACTED 10 98" MAXIMUM DENSITY
AS DffiRMINED 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 NOTES
1. ALL R.O.W. INSTAlLATIONS WILL BE IN ACCORDANCE wlm PRACTICES REFERENCED
IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAl
2. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS
SET DOWN IN PINEUAS 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 TRANSPORTATION'S -MANUAl ON UNIFORM TRAFFIC CONTROL DEVICES- AND THE
FLORIDA DEPARTMENT OF TRANSPORTATION'S -DESIGN STANDARDS- INDEXES
600 THROUGH 670 (LATEST EDITIONS).
4. INSTALLATION INVOLVING CONCRffi 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( 1 00").
6. DISTURBED AREA WITHIN THE R.O.W. WILL BE COMPACTED TO 100" OF MAXIMUM
DENSITY AND SODDED.
7. Atff PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED
DAMAGE, IN THE OPINION OF PINEUAS COUNTY HIGHWAY DEPARTMENT, SHALL BE
REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINEUAS COUNTY
HIGHWAY DEPARTMENT.
8. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT AlL TIMES.
9. Atff 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 CONSTRUCTION.
12. DISTURBED AREA WITHIN THE RIGHT OF WAY WILL BE COMPACTED TO 100" OF
MAXIMUM DENSITY AND SODDED.
13. 00 NOT DISTURB EXISTING UNDERDRAlN OR STORM SYSTEMS. IF FILTRATION BED IS
DISTURBED, CONTACT THE AREA INSPECTOR WITH THE PINEUAS COUNTY HIGHWAY
DEPARTMENT AT 464-8900 FOR ASSISTANCE.
14. PROVIDE A MINIMUM OF 3- COVER OVER UTILITIES AT ALL DITCH CROSSINGS.
15. NO STREET SHALL BE CLOSED WITHOUT THE WRITTEN PERMISSION OF THE PINELLAS
COUNTY TRAFFIC DMSION. AT LEAST 48 HOUR ADVANCE COORDINATION IS REQUIRED.
16. THE PERMITTEE'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH 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 MAINTENANCE
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 BUILDING(S)
AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC
AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST
CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING,
WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING,
WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR
INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT 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 SPECIFICALLY IDEINTlFlED
WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICUlAR AREA HAS
BEEN DESCRIBED IN 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, AtN AREA OF THE BUILDING(S) AND/OR UTILITIES AND/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 OWER AT
NO ADDITIONAL COST TO THE OWNER.
AS A PART OF THESE DOCUMENTS, A SITE SURVEY ANDIOR SITE DATA, WHEN
PROVIDED. AND ANY ADDITIONAl INFORMATION THAT MAY BE PROVIDED IS FOR
INFORMATIONAl PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILITY
FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR
IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD
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
FlRE AlARM SYSTEM CABLES
CONTROL WIRING
SYSTEMS
SANITARY SEWER
NATURAL AND LP GAS LINES
REClAIMED WATER SUPPLY
T.V. CABLES
TELEPHONE CABLES
SECURITY WIRING
SITE UNDERGROUND MECHANiCAl
INCLUDING INSULATION
IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DffiRMINE THE SPECIFIC LOCATION
OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS
OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE
WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY
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, WHICH 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 RffiNTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC.
MUST BE IN PLACE AS PART OF THE FlRST PHASE OF CONSTRUCTION.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE
DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT
PROPERTIES. ANY 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. CONTRACTOR
MUST UTILIZE SIGNED AND SEAlED DOCUMENTS FOR CONSTRUCTION.
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NOTE TO CONTRACTOR
THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW-
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 &: BOTTOM ELEVATIONS, INVERTS &:
DIMENSIONING OF SLOT &: BAFFLE. LOCATIONS OF ALL UTILITIES
INCLUDING THE SANITARY SEWER AND WATER PIPING. THE
CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIF!ED
RECORD DRAWINGS TO THE ENGINEER.
THE AFOREMENTIONED RECORD DRAWINGS SHALL BE SUFFICIENT
ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING
JURISDICTION.
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GENERAL CONSTRUCTION NOTES
1. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN
IN PINEUAS COUNTY LAND DEVELOPMENT, ZONING AND / OR RELATED ORDINANCES.
2. AlL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM.
3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES.
AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE
AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR WILL VERIFY
THE LOCATIONS, ElEVATIONS, AND DIMENSIONS OF AlL EXISTING UTILITIES,
STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHAlL NOTIFY THE OWNER'S ENGINEER
OF ANY CONFUCTS OR DISCREPANCIES BEFORE PERFORMING Atff 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 SAFETY.
SPECiAl PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF
POWER LINES AND OTHER UTILITIES.
7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTION.
8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT
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; SHOP
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 WITH
ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE,
PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. Atff 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, BACKFlLL SHAlL BE COMPACTED TO 100" MAXIMUM DENSITY AS
DffiRMINED BY MSHTO T -99
12. SITE WORK COtJCRETE SHALl HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3.000
P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED.
13. AlL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED
TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS
SPEClrlCALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAl TO
OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE AlLOWED.
14. AlL DISTURBED :'\i~EAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STANO OF
GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE
BEEN OBTAINED. Atff WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK,
AND OTHER Efo:::SlON WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR,
AT HIS EXPENSt:, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE
REGULATORY AGENCY AND ENGINEER OF RECORD.
15. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
COMPACTION 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 DEPARTMENT OF
TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE
ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED.
16. THE CONTRACTO~ SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS
AT THE CONSTRUCTION SITE.
17. THESE DRAWINGS 00 NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFETY.
18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILIZATION. THE CONTRACTOR SHALl BE RESPONSIBLE FOR MAINTAINING THESE
AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER.
I NES Comm_: 0408 I
I Drawn By: I.B. I
I Checked By: H.G. I
Issue Date: 02/09/04
Revisions:
No. Date Descri tion
/ /
19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO
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
MffiRS, ETC., SHAlL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM
SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS,
IF REQUIRED.
22. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES)
THAT IS INSTALlED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY,
SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFlCATlONS,
SECTION 125-8.3, LATEST EDITION.
23. THE CONTRACTOi~ 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 AU 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 WITH
DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES
I.e. SANITARY SEWER, STORM SEWER, WATER LINES, FlRE LINES, ETC., TO 5' OUTSIDE
OF THE BLDG(S). THE PLUMBING CONTRACTOR IS TO CONNECT AND ~EET 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 WORKMANLIKE MANNER TO
COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH
THE BEST RECOGNIZED TRADE PRACTICES.
26. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE 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 SEPARATE SUBMITIAL(S) AND
PERMITTING. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAl FROM THE ENGINEER.
1",'"
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-'::OPIES OF THESE PlANS ARE NOT V~~MNiEss .. .~~: ;;~ .,
EMBOSSED WITH THE SIGNING ENGlNEER'S. SEAl:. <:'.... '
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I I loB. I
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COURT STREET (CHESTNUT STREET)
100' R/W
(ASPHAL T)
(ASPHAL T)
ON 51 TE TBM
STORM SEWER MANHOLE
N, RIM ELEV.= 73.97
N, INV. EL.= 68.93 (15" RCP)
TOP OF INLET EL.= 73,94
THROA T EL.= 73.01
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DEMOLITION NOTES
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LEGEND
DEMOLITION OF THE SITE INCLUDES
THE REMOVAL/RELOCATION OF
EXISTING STRUCTURES WITHIN
PROJECT AREA, PAVING AND
BASE, UTILITY 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.
Iii I
i
't~~~;::\':~:-'~ ~~_ :~:;
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CONCRETE
27' x 30' VAULT'
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ONE STORY MASONRY BUILDING
# 1449
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Revisions:
No. Date Descri tion
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REMOVE CONCRETE PADS AND CONCRETE WALKS'TO THE
NEAREST EXPANSION JOINT. (63 Sq. Ft.)
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5 ALL CAVITY & 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 DENSITY.
6 OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND
CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE
DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND
PINELLAS COUNTY.
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ON SITE T8M
STORM SEWER MANHOLE
N. RIM ELEV.= 73.97
N. INV. EL.= 68.93 (15" RCP)
TOP OF INLET EL.= 73.94
THROAT EL.= 73.01
(ASPHAL T)
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I Drawn By: loB. I
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NOTE:
APPLICANT CURRENTLY UTILIZES AND
WILL CONTINUE TO UTILIZE A BLACK
BARREL FOR SOLID WASTE PICK UP
WHICH IS ROLLED OUT TO THE CURB
ON TRASH PICK UP DAYS.
AND ROLLED BACK BEHIND THE OFFICE
BLDG. AFTER PICK UP.
,ED 5936
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Issue Date: 02/09/04
Revisions:
No. Date Descri tion
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FIXTURES ATTACHED TO THE BUILDING AND LIGHT WILL NOT
INTRUDE ONTC' ADJACENT SITE.
.....-
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SEE PlAN P /L
PlACE SOD '/2.
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
POSITIVE IlRAINI\GE (4:1 1oCAX)
MEET EX.
".,..~"'''''''''''''''~
COMPACTED GROUND
SEE PIM P/L
GROUND TRANSITION
AT THE PROPERTY UNE
N.T.5.
1-1/2" TYPE S-3
ASPHALT 0 1/4"
PER FT. MIN.
EXCEPT AS NOTED
1111=1111=-=1111'" III' '1IIr-'\IILJI :"= 6" UMEROCK BASE
_ - ~ F.D.O.T. CERTIFIED
COMPACTED TO
98" MAX. DENSITY
SUBBASE
STABILIZED
40 LB.R.
COMPACTED TO
98" MAX. DENSITY
IN R.O.W. & DRIVEWAY SECTION
N.T.S.
HANDICAP PARKING
N.T.S.
STRIPING DET AL
EXIST. SURFACE
SAW-CUT EXIST.
EDGE OF PAVEMENT
& BASE
NEW SURFACE
EXIST. BASE
NEW BASE
NEW SUBBASE
NEW BLDG.
..~
COMPACTED GROUND
FILL GROUND AROUND
BLDG. TO 3" BELOW
FIN. FlOOR ELEVATION
& SOD
MAX. SLOPE 4: 1
MIN. SLOPE 2"
PLACEMENT OF
SOD AT PAVEMENT
N.T.S.
GROUND PREPARATION
AT ALL BlLDlNGS
N.T.S.
PLACEMENT OF CONCRETE
SLAB AT ALL BUILDINGS
N.T.S.
PLACE SOD 1/2"
BElOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
,--- POSITIVE DRAINAGE
.i~Wf'll^\\VII"\\\lil/\ ~.'II\\'\
PAVEMENT TRANSITION DET AL
N.T.S.
ASPHALT 0 1/4"
PER FT. MIN.
EXCEPT AS NOTED
UMEROCK BASE
F.D.O.T. CERTIFIED
COMPACTED TO
98" MAX. DENSITY
SUBBASE
COMPACTED TO
98" MAX. DENSITY
ROOF DRAIN
FIN. GROUND
lIl1lITY WITllIN s' OF BlDG.
BY PlUMB1NO CONmACTOR.
F1NAl CONNECTION BY PlI.lM9lNO
CON'TRACTOR UNlESS 01lfERWISE
COORDINATED BY THE o.c.
ON SITE
PARKING & DRIVEWAY SECTION
N.T.S.
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 ACCESSIBllLl1Y
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 ADA
UTUTY CONNECTION
AT ALL BULDINGS
N.T.S.
BLUE
BACKGROUND
.
ClCI
....
WHITE
BACKGROUND
WHITE .
BACKGROUND co
SYMBOL SHALL BE 5 FT.
HIGH & WHITE PAINT COLOR
EXIST. SURFACE
REPAIR OF PAVEMENT NOTES:
1. ASPHALTIC CONCRETE PAVEMENT SHAll BE MECHANiCAlLY
SAWED AND AlL SURFACES TACK COATED
2. SURFACE TO BE CONSISTENT WIlH EXISTING SURFACE AND
THICKNESS; WITH MIN OF 1-1/2" ASPI;fAbT F
3. ~~8rbEfl~~~okf eb~~~C~ bNET~RM1~~2&~l~~R~-3.
T -180 lAB REPORTS ARE RE~UIRED
4. ~~~~JOroJ~E~~H~LaM ~E~~~~ND8~R~~~b^~V:D
MSI-ITO T -99, lAB REPORTS ARE REQUIRED.
REPAIR OF PAVEMENT CUTS
N.T.S.
1-1/2"R
SIGN SPECFlCATION8
PARKIG BY 1. 18"x 12" LOGO SIGN
DISABLED 2. 2 SIGN COMBINATION
PEAMT 1" SERIES "C" REFlECTIVE SHEETING
LETTERS
ON.Y 1/2" BLACK 3. LETTERS TO BE
BORDER 1" HIGH SERIES "C.
1.5" 4. SIGN TO BE MADE OF
$265 FIE 1" AlUMINUM
FA 318.14 1" 5. POST TO BE MADE OF
1" GAlVANIZED STEEL
1.5" (SEE DETAIL)
3" 6" 6. SIGNAGE PER ADA
F1P - 81 REQUIREMENTS
FINISHED
GROUND
HANDICAPPED PAVEMENT SYMBOL
N.T.S.
HANDICAP PARKING SIGN DETAIL
N.T.S.
SIGN POST DETAIL
N.T.S.
1111- - . 4"! J ~"o:.;: ...
- "#"_' . _..... " .f.
- . ...... .... ... ~..,~'"
COMPACTED FIlL IIII==UU ~;lt
OR UNDISTURBED == ;., ..~:
SOIL -_.-. ;-:1;:4
1111 :.0;; ;:' ::::/111-'"
== -=';.::.... 1111-
Ini ~i'~;' ..Jlr
~IIII
FINISH GRADE TO
1" BELOW
EDGE OF WAlK
MEDIUM BROOM
FINISH CONC. WALK
EXPANSION JOINT
1-1/2" RADIUS
VERTiCAl CURB
PAVING
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. FOR 4'
SIDEWAlKS, 50' O,C.
FOR 5' OR GREATER.
CURB/W ALK DETAIL
N.T.S.
1 "DRO
GAlVANIZED METAl
SIGN POST WITH 3/8"
HOLES DRIUED
ON 1" CENTERS
;::~ ":; ~
..~:
~~~
13000 PSI CONC.
.
~ 9!~ :tL
. #." ....'
...... .'.
:~4!1'~t~~: '. ~
12"
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
NOTES:
1. PROVIOE S'xS'x4.
THICK CONe. SIN)
. AU. EMERGENCY EXITS.
2. CONFORM TO N1rNE
DETAIl FOR PUClNG
WAlJ<S AT THE IlI.OOS.
NOTE: SilT FENCE SHAU NOT
BE TRENCHED IN WHERE
ADJACENT TO TREES DESINGED
TO REMAIN.
THE SILT FENCE MUST
BpELASECURED THROUGH THE
CEMENT OF FILL OVER
THE LOWER UP OF
THE BARRICADE.
6' MAX.
POST OPTIONS'
2"x4" OR 2.5';DIAM
WOOD; 1.33LBS./Fi.
MIN. STEEL
FILTER FABRIC IN
CONFORMANCE WITH
SEC. 985 F.D.O.T.
SPECS. OR EQUAl
EXIST.
GROUND
PRINCIPAL POST
POSITIO~l_ CANTED
20" TOWAKD FLOW
FILTER FABRIC
EXIST.
GROUND
SILT BARRER DET AL
N.T.S.
MEDIUM BROOM
FINISH CONC. WAlK
r FINISH GRADE TO
1" BELOW
2'~ EDGE OF WALK
11"="11= 1=1111 -
~ COMPACTED Fill OR
UNDISTURBED SOIL
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.
CONCRETE WALK DET AL
N.T.S.
WHEN SIDEWAlK IS
TO BE REMOVED &/OR
NEW SIDEWALK IS TO
BE ADDED, IT IS TO
BE REMOVED TO THE
NEAREST EXPANSION
JOINT.
TOOLED GROOVES
3/8" WIDE, 3/8'"
DEEP, 3" O.C. TO
BE MADE AT INITIAL
POURING
FLUSH CURB
HANDICAP RAMP DET AL
N.T.S.
.' , J1
0.:. I.~:,: :~..:.;: ~
" .
#3 r; CONT.
NEW PVMT.
EXISTING
GROUND
36"
MAX.
.
IX)
....
3000 PSI CONC.
d , .
, , ' .'~'..'.' .:~ .,' : ,
.
IX)
....
. ", ',' "
)'" . .~ J',1" ~
. I. :
. .... .
NOTE: CURB WALL
TO BE USED WHEN
RETAINING WALL
IS LESS THAN 2'.
., ,.'" ,II',' ~.
II :
I.
8" I
..
CURB WALL DET AIL
N.T,S.
CURB
'- FLUSH CURB
FLUSH CURB
RAMP DETAIL
N.T.S.
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I Drawn By: loB. I
Checked By: H.G.
Issue Date: 02/09/04
Revisions:
No, Dote Descri tion
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. IGHT 2004 Not f'~ ~,1
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KENNETH H. ROUSH, P.E. iIjl~6 " :. srI';" c'~' ,~~",......:
COPIES OF THESE PLANS ARE it>:. '..1..'. . · t\- -
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EX. TREE LEGEND
o OAK TREE
* PALM TREE
{) PINE TREE
o CEDAR TREE
QTY CODE COMMON NAME BOTANICAL NAME SIZE & SPACING
39 SC PINK AZALEA SO ~HERN CHARM RHODODENDRON 16"x16", 3 GAL., 30"0.C.
/ 8' HIGH, 2" CAL.
1 C CRAPE MYRTLE LA -ERSTROEMIA INDICA
71 PO PODOCARPUS PODOCARPUS MACROPHYLLUS MAKI 3 GAL., 30" O.C., 18"x15"
162 BP BLUE PACIFIC JUNIPERUS CONFERTA 3 GAL., 30"0.C., 16" SPREAD
TBD SOD FLORITAM GRASS FLORITAM
NOTE: (ASPHALT)
PLANTS WITHIN THE SIGHT VISIBILITY TRIANGLES WILL BE
MAINTAINED AT A HEIGHT NOT TO EXCEED 30" MAXIMUM AT ALL TIME.
. ,
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LO
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- COUR TS-TREEt- (CIIEstNUT- STREET)
100' R/W
ON SI TE TBM
STORM SEWER MANHOLE
N. RIM ELEV.= 73.97
N. INV. EL.= 68.93 (15" RCP)
lOP OF INLET EL.= 73.94
THROAT EL.= 73.01
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4
W.A.N.E. AERATION SYSTEM
N.T.S
IRRIGATION NOTE:
IRRIGATION MUST MEET THE CITY CODE PER
SECTION 3-1202 C.
IRRIGATION SYSTEM SHALL PROVIDE 100%
COVERAGE, RAIN SENSOR AND AUTOMATIC
TIMER.
SCALE: 1"=10'
10
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I Drawn By: LB. I
I Checked By: H.G. I
Issue Date: 02/09/04
Revisions:
No. Date Descri tion
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LANDSCAPE PLAN PREPARED BY
CHUCK BUTLER
BUTLER'S NURSERY, INC.
7011 75th. STREET N.
PINELLAS PARK, FL 33181
17271544-0445
FAX17271541-5027
L1.1