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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
EROSIAN IS CREATED, THE AREA MUST BE RESTABILlZED WITH SUITABLE
MATERIAL.
c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A
BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES
HAVE BEEN APPROVED THE PERMIT CAN BE 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 OR EROSION CONTROL MEASURES ARE SHOWN
ON THE CONSTRUCTION DRAWINGS.
2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSABLE.
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 BETTER.
8. ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2"
CALIPER AT TIME OF PLANTING.
9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING,
PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF
3' IN HEIGHT.
1 O. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE
PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM
OF 5' WIDE.
IRRIGATION 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
LUW "-<Ale I UI-<Y HtAU::, UI-< ::,UAKI:..K HU~I:..~ I U PI,<UVIUI:.. UIKlC I 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 MUST BE 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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IRRIGATION NOTES (CONTINUED)
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Remove Container
From Rootbal1
Planting Soil Mixture
THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI-
GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA.
THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING:
1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER.
2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES.
3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE 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.
Existing Soil
MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY
RAIN BIRD OR APPROVED EQUAL.
3" Minimum Mulch
THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH
CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE
OWNER FOR APPROVAL PRIOR TO INSTALLATION.
3" Soil Saucer
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 COOl NG OF ABOVE GRADE RISER PIPING
AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY.
SHRUB PLANTING DETAIL
N.T.S.
ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION
TO THE AIR TOXICS SECTION OF THE COUNTY DEPARTMENT
OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF
BUILDINGS.
TREE STAKING & PLANTING DETAIL
ADJACENT TO OR WITHIN V.U.A.
N.T.S.
CROWN SPREAD
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CONCRETE CURBING ----
ASPHALT PAVEMENT ·
ROAD BASE ~
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON,
XERISCAPING
for Cabbage Palm Installation:
Trim All fronds at Time
of Di9giI'\Q and Planting
for Woshington Polm Instollation:
Leave inside row of fronds
rIEl up with biode<Jradoble twine
1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS
WITHIN PROPOSED LANDSCAPE PLANTER BEDS.
2. DROUGHT AND COLD TOLERANT PLANT MATERIAL.
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3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER
REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION
WATERING SYSTEMS.
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4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES-
SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING.
CROWN SPREAD
for Cabboge Polms:
All Trunks to be Smooth and
All Burn Marks Brushed Away
for Woshington Palms:
Leave all bOots on trunk
20 Layers Burlap Pod ot
Support Contact - No
Nails in tree Wood
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2" x 4" Broce (Yellow Pine)
Space Three ot 1 20- Typicol
Remove after one growing season.
2" x 4' Stoke (Yellow Pine)
Three feet Long
Remove after one growing season,
Saucer Rim
5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT
AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LAND-
CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH
OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL
CONDITIONS WARRANT THESE AMENDMENTS).
Finish Grode -]
3' Minimum Mulch
Rootball, 16" Minimum
Radius from Trunk
Washed-In and Tamped
Planting Soil Mixture
~ ExistiI'\Q Soil
6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT
COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN.
Provide 0 minimum S'x10'
unobstructed planting area
7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT
IRRIGATION.
PALM STAKING & PLANTING DETAIL
N.T.S.
TREE STAKING & PLANTING DETAIL
N,T,S,
/ /
8. LOW-MAINTENANCE DESIGN.
TREE & SHRUB PLANTING DETAILS
lr~~~ [85~~~~(C;~[Q)~ [Q)~lr ~mL~
1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION
SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC-
CEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED
AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION.
IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND
BURLAPPED TREES THE FIRST FEW ROWS OF EACH BASKET WILL BE
REMOVED AT THE TIME OF INSTALLATION.
2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED
WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS
TO PREVENT CAMBIAL DAMAGE.
3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPED
(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. TRIEES 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
DC ['LAClD over, Illl lNllf,l SUrUACL 01 LACll PLAN11NG HULl. 10
PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW
INCHES FROM THE BASE OF EACH TREE.
4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS
WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE
THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A
DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED
PLANT MATERIAL.
4'
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
. - .
213rd's drlpline for hardwoods (6'mln)
full drlpline for pines (6'min)
.
6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF
PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED
BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL.
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 MATERIAL INSTALLATION.
~ ~
HARDWOODS
A : 3'x2"x2"
B 12"
C 4'-5'
o 1 "x2"
1
Is
2/3 Driplinel
Full Dripline
REBON BARRER
PROTECTIVE BARRIER DEl AIL
N.T.S.
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NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
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Remove Dead and Injured
Twigs, Trim No Leaders,
Retain Natural Shope,
3/4" - 2 Ply Reinforced
Rubber or Plastic Hose
White Surveyor's Togging
Tope. 6" Length
.3 - 12 Guage Galvanized Wires
Spaced 120 Around Tree ang
Set At A 4S'Angle With 3- # 68
Duckbill Anchors Or Equal
Mound To Form Saucer
3" Minimum Mulch Loyer
Remove Burlap from
Around Top Of Boll
Planting Soil Mixture
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NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
NES Comm.: 020'
Drawn By: LB.
Checked By: J.V.I
-..'
-.........
Issue Date: 03/'18/0
Revisions:
No. Date Descript
Remove Dead and Injured
Twigs, Trim No Leaders,
Retain Notural Shope.
3/4" - 2 Ply Reinforced
Rubber or Plastic Hose
White Surveyor's Togging
Tope. 6" Length
3 - 12 Guage Galvanized Wires
Spaced 120 Around Tree and
Set At A 45'Angle With 3- * 68
Duckbill Anchors Or Equal
Remove after one growing season,
Mound To Form Saucer
3" Minimum Mulch Loyer
Remove Burlap From
Around Top Of Boll
Planting Soil Mixture
181 DESIGN/DEVELOPMENT
o PERMITTING & BIDDING
[) CONSTRUCTION DOCUMP'
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SYMBOL QUANT. COMMON NAME HEIGHT /SIZE/NOTES
~ ST-A 4 SOUTHERN MAGNOLIA 6' MIN. H, 1-1/2" CALIPER
(MAGNOLIA GRANDIFLORA) 30-45' SPACING
. OT-A 8 CRAPE MYRTLE 6' MIN. H, 1-1/2" CALIPER
(LAGERSTROEMIA INDICA) 15-20' SPACING
@ 13 WILLOW 6' MIN. H, 1-1/2" CALIPER
(SALlX BABYLONICA) 15-20' SPACING
~ 15 WASHINGTON PALM
(WASHINGTONIA ROBUSTA)
0 SH-A 44 CHINESE HIBISCUS 2' MIN.H, 3 GAL., 36" O.C.
I I GC-B 300 BORDER GRASS 1 GAL., 10" O.C.
.. ,
16",18" 2 EXISTING CABAGE PALM SIZE AS INDICATED
(TO BE SAVED)
TREES = ST -A & ST-B ORNAMENTAL TREE= OT -A & OT-B
SHRUBS = SH-A SH-B GROUNDCOVER GC A. GC B GC C
SCALE: 1-=10'
10
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10
20
--'
0201
LB.
J.V.I.
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Issue Date: 03/18/(' r
Revisions:
No. Date DescriJ,t
/ /
~ DESIGN/DEVELOPMENT
o PERMITTING & BIDDING
I
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AACHOR STUD
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fRAME w/2 ANCHOR STUDS
PER SIDE - EQlJ.bt CENTERS.
GAlV,6NIZE AFltR FABR1CATlON
18"
~
~
NOTE:
1, CUT PIPE flUSH
w/lNSDE FACE Of
WALL
2. MORTAR BOTTOM TO
MATCH INVERT OF
OUTfALL PIPE,
NOTE:
ALUMINUM BARS @ 6" O,C.
TOP Vlr:N
ANCHOR
ST AN)AfI) DET AL
CAST IRON RETICULlNE
GRATE, TRAfFIC TYPE
(H-20 LOADING) W/2 SIDED
GRATE SEAT
8" CONC, WALL
4000 PSI 0
28 DAYS
14 P 012" O,C.E,W,
SADDLE
1 Ox1 0 W.W.M.
.
-
-
SIDE VIr:N
.
00
NON TRAFfIC GRATE
ELEV. 4,5
GREASE SKIMMER
(SEE DETAIL)
2"
l-l
BOTTOM OF SLOT
ELEV. 4,0
It 12'6,[1 12.
12" PYC
INY. ELEV. 2.0
~
6" UNDERDRAlN
INY. ELEV.
6"
I~
181 '
.~
GREASE BAffLE TO BE
1/4" ll-iICK AlUMINUM
w/STAlNLESS STEEL ANCHORS
N.El DET AL
N.T.S.
MITERED EN) SECTION DET AL
N.T.S.
CONTROL STRUCTURE
N.T.S.
SLOT & GREASE
BAFFLE DETAIL
N,T,$,
EXIST. SURfACE
P/L
SEE PlAN
SAW-CUT EXIST.
EDGE Of PAVEMENT
& BASE
PlACE SOO 1/2"
BELOW PAvtMENT
FIN. GRADE PRlOR
TO SODDING
POSITIVE DRAINAGE (4: 1 f.t,lj()
MEET EX,
NEW SURfACE
EXIST, BASE
NEW BASE
NEW SUBBASE
'~ COMP/lCTED GROUND
I.
6' MAX,
P/L
SEE PlAN
PA VEMENT TRANSITION DET AL
N.T,S,
PtJ\CE SOD 1/2"
BELOW PAVEMENT
fiN, GRADE PRIOR
TO SODDING
,--- POSITIVE DRAINAGE
~ COMPACTED GROUND
GROUND TRANSITION
AT THE PROPERTY LINE
N,T,S.
PLACEMENT OF
SOD AT PAVEMENT
N.T,S,
Nr:N BLDG,
ROOF DRAIN
FIN. GROUND
5'
i UllUlY (i.e. SANITARY
SEWER, WATER SERVICE,
, FIRE LINE OR STORM
DRAIN) BY SITE CONTRACTOR
TO 5' fROM BLDG.
~<,~~~\. '~T~
s.)~:~'c.;.\::J.J
l1T1UTY WITHIN 5' ($ BlOO,
BY PlUMBING CONTRACTOR.
FINAL CONNECTlON BY PLUMBING
CONTAACTOR UNLESS OTIiERWlSE
COORDINATED BY THE G,C,
UTILITY CONNECTION
AT ALL BUILDINGS
N,T,S.
NEW SURFACE
(SEE NOTES 1 & 2)
EXIST. SURFACE
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....~+I'
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(SEE NOTE 4)
2'
l'
,0
EXIST, SURFACE
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I!;
VARIES I
COMP~TED f1lL! I I_-
OR UNDISTURBED
SOIL
OPTIONAL
POST
POSITION
SILT BARRIER DETAIL
N,T,S,
FILL GROUND AROUND
BLVG. TO 3" BELOW
FIN!. FLOOR ElEVATION
& SOD
MAX, SLOPE 4:1
MIN. SLOPE 2%
GROUND PRE PARA T~ION
AT ALL BUILDINGS
N,T,S.
POST OPTIONS:
2"x4" OR 2.5"DIAM,
WOOD; 1.3JLBS./FT.
MIN. STEEL
FILTER FABRIC IN
CONFORMANCE WITH
SEC. 985 F,D.O,T.
SPECS. OR EQUAL
EXIST.
GROUND
PRINCIPLE POST
POSITION, CANTED
2<J TOWARD FLOW
FILTER FABRIC
EXIST.
GROUND
PtJ\CE 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. PR<MDE ,'x,'x4"
THICK CONe. SlAB
o All EMERGENCY EXITS.
2. CONFORlll TO MJQVE
DETAIl FOR PlACING
WAU<S AT Tl-tE BlOOS.
PLACEMENT OF CONCRETE
SLAB AT ALL BUILDINGS
N,T,S.
FINISH GRADE TO
1" BELOW
EDCE OF WALK
MEDIUM BROOM
FINISH CONC. WALK
EXPANSION JOINT
1-1/2" RADIUS
VERTICAL CU RB
PAVING
~ MEDIUM BROOM
FINISH CONC. WALK
r fiNISH GRADE TO
1" BELOW
EDGE OF WALK
VARIES (SEE PLAN) ~
SLOPE 1/4" PER FOOT i Ii soo "I
i:.1 14-" L::i::~)i
!'II'-~-- COMPACTED FILL OR
UNDISTURBED SOil
2' 1.00.
1"~o~"I'
, ' ,. _~" i
j',,,-
.- il'."
BASE
COMPACTED
SUBBASE
NOTE:
PROVIDE 1/4'
CONTROL JOINTS
@ 4'O.C" 5' 0 C"
8' O,C., OR 12' O,C.
& 1/2" BITUMINOUS
EXPANSION JOINTS
o 40' O.C. FOR 4'
SIDr:NALKS, 50' a.c.
FOR 5' OR GREATER.
CURB/W AU< DETAIL
~EPAIR Of PAVEMENT NOTES:
1. ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY
SAWED AND ALL SURFACES TACK COATED,
2. SURFACE TO BE CONSISTENT Willi EXISTING SURFACE AND
l1-lICKNESS: WITH MIN, OF 1-1/2" ASPHALT F.D,O.T. TYPE S-3.
3. BASE MATERIAL SHALL BE PtJ\CED IN 6" COMPACTED LAYERS
TO 98% Of MAXIMUM DENSllY AS DETERMINED BY MSHTO
T -180 lAB REPORTS ARE REQUIRED.
4. BACKFIlL fOR TRENCH SHALL BE PLACED IN 12" COMPACTED
tJ\YERS TO 100% OF MAXIMUM DENSllY AS DETERMINED BY
MSHTO T -99, tJ\B REPORTS ARE REQUIRED.
REPAIR OF PAVEMENT CUTS
N.T,S.
N,T,S,
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
(>> 40' O.C. FOR 4'
SIDr:NAlKS, 50' O.C.
FOR 5' OR GREATER.
WHEN SIDEWALK IS
TO BE REMOVED .t/OR
NEW SIDEWALK IS to
BE ADDED, IT IS TO
BE REMOVED TO THE
NEAREST EXPANSION
JOINT,
CONCRETE W AU< DETAIL
N.T,S,
TYPICAL
PVC WYE
SANITARY SEWER
CLEAN-OtJT DETAIL
N,T.S.
ii~r~:r,A
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IN TOP OF CURB
AT ALL RADIUS POINTS
PLACE JOINTS IN-
CURB TO MATCH
PAVEMENT JOINTING
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NOTE: CONTRACTOR TO SUBMIT JOINTING
PLAN TO E.~IGINEER FOR REVIEW PRIOR
TO THE Sr'.RT OF CONSTRUCTION
TYPICAL PAVEMENT
JOM OETAL
N.T,S,
U,S fOUNDRY 7623
COVER TO BE MARKED
"SEWER CLEANOUT"
FILL WITH
JOINT SEALANT
(lYp,)
1/8" RADIUS
1____ J --1
MIN,
lYPE D
,2d OR 2" MIN,
1/2" PRE-MOLDED
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ISOLA lION (EXPANSION) JOINTS
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ll~ 1/8" TO 1/4"
{-. o ~
i, " l D/4
UNDOWELED
lYPE A TRANSVERSE
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DEFORMED TIE BARS
14x30" 0 30" O,C.
TIED LONGITUDINAL
CONSTRUCTlON JOINT
OR CONTRACTlON JOINT
TYPE B WHERE I~EQUIRED,
NOTE: DO NOT TIE MORE THAN
THREE LANES TOGETHER.
CONTROL (CONTRACTION) JOINTS
N.T,S,
IRON BODY FERRULE
WIll-i BRASS SCRr:N PLUG
JONES PLUMB. CO, T466CSK
6" PVC
8" MIN. CONC.
ENCASEMENT
~
6" PVC 1/12 BEND
e" WYE
~ PLUG
6"x4" REDUCER
(IF REQUIRED)
BLOW-OFF &
SAMPLING POINT
J
I.. tJl
fA'
1/8" RADIUS
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.,
..
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I----MIN,---1
lYPE C BUTT JOINT
{J
L ,2d OR 2" MIN,
I
12'
1-2' 1,12't015'.1
CONSTRUCTION JOINT
N,T.S,
SKEWED TRANSVERSE JOINTS
N.T.S,
NES Comm.:
Issue Date: 03l18/P 1
Revisions:
No, Date Descr~[t
TYPE A CONTRACTION
JOINT PREFERRED (lYp,)
TYPE B ACCEPTABLE
AL RNATE 1/
~"~ TRANSVERSE
. L,; L.. 1,_1,.. i 1_ .,1. ;., J...' I,'. f~~ET~~T~O~) JOINT
TIED CONSTRUCTION
JOINT
(SEE lYPE B)
SEAL JOINT IN INVERT
Drawn By:
Checked By:
(2) #4 rI ~ 5'
INTERVALS, 24" LONG
--- MAX.
JOINT
SPACING TO
EXT JOINT
(lYP.)
+HL,.-~~-, : . .H' '1..1 ++4=<" 'i'-.". ~~~~~g~~~ JOINT
.' ;' , : I;.' (SEE lYPE A)
, . , "
JOINTS AT
INLETS DEl AL
N,T.S,
CONCRETE JOINT
LAYOUT DETAIL
N,T.S,
3/4 H SAMPLING
COCK
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o CONSTRUCTION OOCUMF.'"
aJ
SAMPLING
ARRANGEMENT
INSTALL 2" PLUG
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ARRANGEMENT
THRUST BLOCK
Note:
LOCATIONS OF
BLOW-OfFS FOR
WATER SAMPLING
TO BE PER
PINELtJ\S COUNlY
HEALTH DEPT,
ENGINEERING DIV,
CLWTR, OFFICE
538-7277
.DE
~ ~~~&-~~
"<D~ 10' ~ 10' I
n;:l; WATER WIlH OR
STORM DRAIN O,I.P, IS USED IN PlACE Of' P.V,C,
FOR A lAIN. OF 10' EACH WAY
_ + FROIA It. ($ WATER WIlN WHEN
THE vtRTlCAL CLEARANCE BETWEEN
I WATER &: SEWER l.lAINS IS 1 B" OR lESS,
, 8" OR f.tORE vtRTlCAl. CL I
-FW'#"d~~~~~
P.V.C. OR V,C.P, ",,''1TC.
SAN, SEWER GRAVllY IAAIN ~
CONCRETE ENCASEMENT OF
SANITARY Sr:NER GRAVITY
MAIN IS NOT PERMITTED,
, '
<D~
~ WATER IAAIN n;:l;
+
10' MIN.
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OR SN-l. SEWER---./
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S.W.F.W.M.D. I Er- <\ION 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 INITlATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION
TO PREVENT SOIL EROSION AND SILTATION.
2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL
STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS
AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE
FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED
AND SHOW~ ON PLAN, AND NOTIN 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 QUANTllY
IN PARTS OFF SITE.
4. AFTER COMPLETlON OF THE PROJECT, THE OWNER Will BE RESPONSIBLE FOR THE
OPERATlON 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 BffiER,
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: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTlON. 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 PENALlY 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 FACIlIlY
1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY.
2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER
SUBSTANCE THAN STORMWATER.
3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS.
4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED
IN ACCORDANCE WITH THE APPROVED PLAN.
OPERATlON &: MAINTENANCE OF THE STORMWATER SYSTEM
THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE
SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE
CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN "TWICE A
YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION
POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN
THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIN THE POND
BonOM, 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 ABllIlY NOTHING ENTERS THE SYSTEM BESIDES
STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, 1.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 FACllIlY.
EROSION AND SILTATION CONTROL NOTES
1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS,
FlLTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER
MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF
SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE
INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED
FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH
SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE
ANY OTHER DISTURBANCE OF THE SITE BEGINS.
2. PROTECTION- OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL
STORM SEWER INLETS IN THE VICINllY 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 CONSTRUCTlON OF ANY RETENTION
AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING
ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST
BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT
THE END OF THE WARRANlY PERIOD.
4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING
FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER
INTERIOR SWALES, ETC" INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
5. PROTECll0N 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
UNSTABllIZED STOCKPILE REMAIN AFTER THIRlY (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.
FlLTER MEDIUM SPECIFICATIONS
THE FILTER SAND SHALL BE WASHED MATERIAL MEETING F.D,O.T. ROAD AND BRIDGE
SPECIFICATIONS FOR SILICA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS
THAN ONE (1) PERCENT SILT, CLAY AND ORGANIC MATTER), UNLESS FILTER CLOTH IS
USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MATTER WITHIN THE
FILTER: CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE; AND HAVE
AN EFFECTIVE GRAIN SIZE OF 0,20 TO 0,55 MILLIMETERS IN DIAMETER; A UNIFORMllY
COEFFICIENT OF 1.5 OR GREATER,
RATE OF 0.125 CM/SEC. OR GREATER, IF THE PERMEABllIlY RATE OF THE FILTER
SAND IS LESS THAN 0.125 CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL
BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE
SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS
RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED.
2. THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) CONFORMING TO
ASTM D 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIAMEiER PERFORATIONS
PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM 135' OF THE PIPE.
3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING
THE INSTALLATION OF THE UNDERDRAIN AND ALL OF ITS COMPONENTS.
4. THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS
VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA.
5. SWFWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM.
TEST REPORTS FROM AN APPROVED LABORATORY ON GRADUATION AND PERMEABILllY
SHALL BE INCLUDED IN THE AS-BUILT SUBMITTAL.
CLI!ARING AND GRUBBING NOTES
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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 RESPONSIBILllY TO' MAINTAIN THESE TREES IN GOOD CONDITION. NO
TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE
OWNER.
2. "tHE CONiRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL
CONSTRUCTlON IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE
SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING
COMPANY QUESTlONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN
THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY.
j. TH~ CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTlONS OF THE SITE,
NECESSARY FOR CONSTRUCTION. DISTURBED AREAS Will BE SEEDED, MULCHED, OR
PlANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING
CONSTRUCTlON.
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
PURPOSED, UNLESS OTHERWISE DIRECTED BY THE OWNER.
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CLEARING AND GRUBBING NOTES ICON'T1
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 RESPONSIBILllY TO NOTIN ALL UTI LIlY 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 ANY 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 VICINllY 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/DETENTION 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 PROPERlY,
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
(AW'WA C 150) AND ANSI A 21,31 (AW'WA 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 (AW'WA C 104-71).
4. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE
WITH AW'WA C-110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE WITH AW'WA C-111. FITTINGS SHALL BE
CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AW'WA C-104.
5, ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA
C-900. PIPE SHALL BE CLASS 15FO 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 D2241-89,
7. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED
SLEEVE lYPE JOINTS.
8. ALL GATE VAL.VES 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 UTILllY AND FIRE MARSHALL.
10. THE CONTR/\CTOR 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 FITTINGS 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 SYS'rEM TESTING AND INSPECTION REQUIREMENTS
1. ALL COMPON".i'HS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS,
CONNECTION, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED AND }\CCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIN
OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
2. NEW WATER MAINS
AFrER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL
BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM
STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION.
SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNlY 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 COUNlY PUBLIC HEALTH UNIT
HAS BEEN ISSUED.
SANIT ARY SEWER NOTES
1. ALL SANITARY SEWER MAINS & LATERAL SHALL 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 SPECIFICATIONS.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING
LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIN LOCATION AND
ELEVATION OF EXISTING CONNECTION POINT AND NOTIN OWNER'S ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES.
5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION
D-3034-77C, MA SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION 02321,
ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR.
6. ALL PVC FORCE MAINS SHALL BE CU.,sS 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
"FORCEMAIN".
7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A21.51 (Aw-NA 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 GRAVllY MAINS OR SANITARY SEWER FORCEMAINS THAT
REQUIRE D.!.P. ARE TO BE POLYLlNED OR EPOXY LINED.
9, ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING,
SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS
1. ALL GRAVllY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY
THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIN THE ENGINEER 48 HOURS IN
ADVANCE TO SCHEDULE INSPECTION.
2. THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVllY SEWERS
INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION
MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPD 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
RESPONSIBIUlY.
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 RESPONSIBllIlY.
WATER/SEWER CLEARANCE REQUIREMENTS
VERTICAL CLEARANCE AT CROSSINGS
GAVllY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE
A MINIMUM VERTICAL DISTANCE OF 18 INCHES BElWEEN 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 EUIDISTANT FROM THE POINT OD CROSSING WITH NO
LESS THAN 10 FEET BE"TWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION
CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS ,- PROTECTION SHALL BE
UTILIZED:
WAlEP ~WER CLEARANCe REQUIREMlNT8 lCON'TJ
A. THE SEWER SHALL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE
CROSSING (10FT. LINEAR SEPARATION BE"TWEEN 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 TO ASSURE WATER TIGHTNESS PRIOR TO
BACKFILLING; 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
GRAVllY 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 WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE
DEPARTMENT AND BE PRESSSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE
BACKFILLING.
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 REClAlMED 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 TREATED LIKE A SANITARY SEWER, AND A 10FT.
HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED BElWEEN THE
RECLAIMED WATER MAIN AND SANITARY SEWERS, OTHER THAN THE NECESSARY TO ENSURE
THE STRUCTURAL INTEGRllY AND PROTECTION OF THE LINES THEMSELVES.
NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS
AS STIPULATED ABOVE, DEP MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED
BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED
PRIOR TO CONSTRUCTION,
GRADING AND DRAINAGE NOTES
1, ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS
TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE
OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL
IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER,
EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND
COMPACTED AS SHOWN ON THESE PLANS,
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST
COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING
PLACED. DEWATERING SHALL BE USED AS REQUIRED.
3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE ClASS III (ASTM C-76)
UNLESS OTHERWISE NOTED ON PLANS.
4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS 150
STANDARDS, UNLESS OTHERWISE NOTED,
5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTIOl\ POND AS 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 THE LOCAL REGULATORY AGENCY.
8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE IN'/ERT
ELEVATION(S) OF THE STORM PIPES(S),
STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S).
GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH.
PAVING, GRADING a 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
COMPLETlON 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 CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A
PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL.
2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL
WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH 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 EDITION OF FOOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS."
6. PAVEMENT IN THE PROPERlY SHALL CONSIST OF 6" THICK CONCRETE
ON SUB-BASE COMPACTED TO 98% OF MAXIMUM DENSllY PER MSHTO T-180,
CONTRACTOR'S RESPONSIBILITY NOTE
IT IS THE CONTRACTOR'S RESPONSIBILllY 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 CONIDITION AT THE
CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING
THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETI NG INDUSTRY WIDE
STANDARDS IN QUALllY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA
BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIIFICALLY IDENTIFIED
WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PAR11CULAR AREA HAS
BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAiLS.
CONTRACTOR HAS THE RESPONSIBllIlY TO PROTECT THE EXISTING BUILDING(S)
UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE
COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTIILlTIES AND/OR
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 10 THE SATISFACTION
OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER,
WATER SUPPLY
STORM SEWER
ELECTRICAL POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE ALARM SYSTEM CABLES
CONTROL WIRING
SYSTEMS
SANITARY SEWER
NATURAL AND LP GAS LINES
RECLAIMED WATER SUPPLY
T.V. CABLES
TELEPHONE CABLES
SECURllY WIRING
SITE UNDERGROUND MECHANICAL
INCLUDING INSUlATION
IT WILL BE THE CONTRACTOR'S RESPONSIBllIlY TO DETERMINE 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 SUBPAIRT 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 IDENTINING THE COST OF COMPLIANCE.
_ A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND
APPROVED BY THE ENGINEER.
2. ALL RETENTION AREAS, STORM SEWER PIPING. STORM SEWER S1RUCTURES, ETC.
MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION,
IT IS THE RESPONSIBllIlY 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 RESPONSIBILllY 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.
NOTI! 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 T'NO COPIES OF THE CERTIFIED
RECORD DRAWINGS TO THE ENGINEER.
THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT
ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING
JURISDICTION.
GENERAL CONSTRUCTION NOTES
1. ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
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 VERIN
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 NOTIN THE OWNER'S ENGINEER
OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE
AFFECTED AREA.
5, THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
'JTllIlY 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 VICINllY OF
POWER LINES AND OTHER UTILITIES,
7, ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR
ro BASE AND SURFACE CONSTRUCTION.
8, IT IS THE CONTRACTOR'S RESPONSIBILllY TO BECOME FAMILIAR WITH THE PERMIT
A.ND 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
REYlEWED 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 NOTIN 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. ANY WORK
PERFORMED PRIOR TO NOTINING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR
PRESENT, MAY BE SUBJECT TO REMOVAL AND REPlACEMENT AT THE CONTRACTOR'S
EXPENSE.
11, BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP
TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO
BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSllY AS
DETERMINED BY MSHTO T -99
12, SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000
P,S,I. IN 28 DAYS, UNLESS OTHERWISE NOTED.
13. ALL PRIVATE AND PUBLIC PROPERlY AFFECTED BY THE WORK SHALL BE RESTORED
10 A CONDITION EQUAL TO OR BffiER THAN EXISTING CONDITIONS UNLESS
SI?ECIF1CALlY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO
Ol HER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
14, \LL DISTURBED AREAS WHICH .AHE NOT TO BE SODDED, ARE TO BE SEEDED AND
:v1ULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF
GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE
BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK,
,<\ND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR.
AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE
RF:.GULATORY AGENCY AND ENGINEER OF RECORD.
15, THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
,~OMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIN
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. 1"HE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS
AT THE CONSTRUCTION SITE,
17, THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFElY. 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.
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
METERS, ETC" SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM
SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS,
IF REQUIRED.
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 SPECIFICATIONS,
SECTION 125-8,.3, LATEST EDITION.
23, THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH,
SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATlON'S
(OSHA) TRENCH EXCAVATION SAFElY STANDARDS, 29 C.F.R" S.1926.650, SUBPART P,
INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS
ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURllY (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, FIRE LINES, ETC., TO 5' OUTSIDE
OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT
ELEVATIONS OF THE SAID UTILITIES. ANY UTI lilY WORK PERFORMED WITHIN 5' OF THE
BLDG. SHALL BE THE RESPONSIBILllY 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 IENGINEER 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 SUBMITTAL(S) AND
PERMITTING. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER,
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LEGAL DESCRIPTION
LOTS 14, 15 AND 16 OF "BAYSIDE SUBDIVISION No.2", ACCORDING
TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 27,
PAGES 32-33 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
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THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
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MAP REVISED: AUGUST 19, 1991
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SURVEY INFORMATION PROVIDED BY A SIGNED & SEALED SURVEY BY:
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SECTION 8 , TOWNSHIP 29 S, RANGE 15
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EXIST. ELEVATION
CITY OF CLEARWATER
EXIST. CONTOUR
10 .
NEW ELEVATION
+ 10.00
NEW CONTOUR - - - - -10- - --
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W.
PINELLAS COUNTY, FLORIDA
EXIST. STORM SEWER - - - - - - .-
NEW STORM SEWER -------
NEW UNDERDRAIN 1.......................1
EXIST. SAN. SEWER
NEW SAN. SEWER
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NEW BUILDING AREA
NEW ASPHALT
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TEMP. SILT BARRIER "'-fVV~
EXIST. WATER SERVICE - -- - - - - -- -- -- - ---
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OF NEW UTILITY TO EXIST.
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T.B.O.
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METER
BACKFLOW PREVENTION DEVICE
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION
TEMPORARY BLOW-OFF
TAP AND VALVE
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SITE DATA
- ,-,.-,._"-,, -
c EXISTING (E) PROPOSED (P) TOTAL (E+P) REQUIRED
_:'I'"__.....,_....,a...,.. -
T Qll T , T T
ZONING:
1--. .-- --- ---------_._.__.._-----~ ~ -- ..._--_._._-----_.__..,_._~
RESIDENTIAL Ot.<' RESIDENTIAL RESIDENTIAL ----
LAND USE:
,-, f-----,- -- .- ,._------,~,----------- ____.,__._ _ '",'" __..________._w_,__
VACANT Ol< TOWN HOMES TOWNHOMES ---
USAGE:
--- - --.----.--. , _.- - --. .,-.-.-..-.----..---
20,492 S.F. 0 k-" 20,492 S.F. 20,492 S.F. ,C) OO()
LOT AREA: _5{ooo- So. F. M IN.
0.47 AC 0.4 7 AC 0.47 AC
- -... ---Ti5 f/"':~--'--- f----------------
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DENSITY 0 r/)it O~ 21..28 u~Ts7ACRE :lft{t~~RE 30 UNITS/ACRE
- ~ -- -- -----------
BUILDING COVERAGE: --- ~ 10,800 S.F. 10,800 S.F. N/A
(S.F. & % OF GROSS SITE) 52.7% 52.7%
.......~-~--,------
GROSS FLOOR AREA (S.F.): --- Ol< 18,000 S.F. 18,000 S.F. N/A
F.A.R.: 0.88 0.88
... -..,..-----.----
FRONT: --- 01.4" 22.1 22.1 15'
BLDG. -- - -, ,..__.,~~~._----------
SETBACKS: SIDE: --- oLt 14.3 14.3 10'
. ------"------
REAR: --- (9\,( 18 18 10'
BLDG. HEIGHT: --- oV 25' 25' 35'-50'
,---,_.
PAVED VEHICULAR USE AREA: -- 2,652 S.F'. 2,652 S.F'. N/A
(V.U.A.) ---
-
IMPERVIOUS SURFACE RATIO: OV 0.66 0.66 0.95 MAX.
(I.S.R.) ---
OPEN SPACE: 100% Ok" 7,040 S.F'. 7,040 S.F. 0.05
(S.F. & % OF GROSS SITE) 0.34 0.34
PARKING LOT INTERIOR LANDSCAPING: ---- 597 S.F'. 597 S.F. ---
(S.F. & % OF' V.U.A.) --- 0.23 0.23
"'.-'--~
2 PER UNIT 2 PER UNIT
PARKING: 0 O},( IN GARAGE '2 O<'ftt ~~~ GARAGE 15
--------_._---
PARKING CALCULATIONS: 1.5 SPACES PER UNIT x 10 UNITS = 15 SPACES
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INDEX OF SHEETS
C1.1 CIVil SITE DATA
C1.2 CIVil SITE SPECIFICATIONS
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C3.1 STAKING SITE PLAN W
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C4.1 GRADING AND DRAINAGE 0 ~
SITE PLAN :c l"- I
M
Z M
C5.1 UTiliTIES SITE PLAN c:S: <1:
3: c
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C6.1 CIVil SITE DETAilS ~
0 0
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l1.1 LANDSCAPE SITE PLAN Ila I- ....L&.
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l1.2 LANDSCAPE DETAilS AND !:t: C f.t) w
SPECIFICATIONS ....1-
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CJ.) - ..J (.)
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C1.1
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