FLD2002-11038, PLT2002-11002
FLD2002-11 038
PL T2002-11 002
674 Bayway Blvd
THE MOORINGS II
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CITY OF CLEARWATER
LONG RANGE PLANNING
DEVELOPMENT REVIEW
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
October 22, 2004
Mr Housh Ghovaee
NorthsIde Engmeenng SerVIces Inc
601 Cleveland Street, SUIte # 930
Clearwater, Flonda 33755
ORIGiNAL
RE Development Order - Case FLD2004-07050/TDR2004-09042 - 600 Bayway Boulevard
Dear Mr Ghovaee
ThIS letter constItutes a Development Order pursuant to SectIOn 4-206D 6 of the CommunIty
Development Code On October 19, 2004, the CommunIty Development Board revIewed your
FleXIble Development applIcatIOn to permtt 19 attached dwellmgs WIth reductIOns to the front
(south) setback from 15 feet to zero feet (to pavement and trash stagtng area), a reductIOn to the
SIde (east) setback from 10 feet to three feet (to pavement), reductIOns to the SIde (west) setback
from 10 feet to 7 1 feet (to pavement) and from 10 feet to 7 3 feet (to bUIldmg), reductIOns to the
rear (north) setback from 20 feet to zero feet (to pool deck) and from 20 feet to 97 feet (to
bUIldmg), and to mcrease the bUIldmg heIght from 35 feet to 45 43 feet (from Base Flood
ElevatIon to roof deck) WIth an addItIonal SIX feet (from roof deck for penmeter parapets), as part
of a ComprehensIve InfIll Redevelopment Project, under the proVISIOns of SectIOn 2-803 C and
the Transfer of Development RIghts for three dwellIng UnIts from 620 Bayway Boulevard (one
UnIt), 674 Bayway Boulevard (one UnIt), and 645 Bayway Boulevard (one UnIt) under the
provlSlons of SectIon 4-1403, for the SIte at 600 Bayway Boulevard
Based on the applIcatIOn and the Staff recommendatIOn, the CommunIty 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 2-803 C,
2 The proposal IS m complIance WIth other standards m the Code mcludmg the General
ApplIcabIlIty Cntena per SectIOn 3-913, and
3 The development IS compatIble WIth the surroundmg area and WIll enhance other
redevelopment efforts
CondItIons of Approval
1 That the fmal deSIgn and color of the bUIldmg be conSIstent WIth the conceptual
elevatIOns subffiltted to, or as modIfIed by, the CDB,
BRIAN J AUNGST, MAYOR-COMM]~<;IONrR
HoYT HAMIlTON, VICE MAYOR-COMMI<;"IONFR WHITNFY GRAY, CO\I\IIo~IOf\rR
FRMK HIBBARD, COMMISSIONFR * BIll JONoON, CO\IMl'>:OIOMR
"EQUAl EMPI OYMFNr AND ArrIRMA1 Ivr ACTIO'J EMP] OYfR"
- ~
October 22, 2004
Housh Ghovaee, Page Two
2 That pnor to the Issuance of any perrmts, the sIte plan be revIsed to correct the setback
and bUIldmg heIght data wIthm the SIte data table,
3 That a revIsed landscape plan be subffiltted to the satIsfactIOn of Plannmg staff, pnor to
any bUIldmg permtt Issuance,
4 That a SOlIs report be subffiltted to the satIsfactIOn of Engmeenng staff, mdIcatmg the
seasonal hIgh water elevatIOn pnor to any bUIldmg perrmt Issuance,
5 That a speCIal warranty deed, specIfymg the number of dwellmg UnIts bemg conveyed or
sold from 620, 645, and 674 Bayway Boulevard and bemg transferred to thIS SIte, be
recorded pnor to the Issuance of any perrmts for thIS proJect The speCIal warranty deed
shall also contam a covenant restnctmg m perpetUIty the use of all platted lots at satd
sendmg SIte addresses due to the transfer of development nghts Any mortgage holders
of the sendmg SItes shall consent to the transfer of development nghts pnor to the
Issuance of any perrmts,
6 That a UnIty of TItle be recorded m the publIc records pnor to the Issuance of any
perrmts,
7 That the SWFWMD Permtt or letter of exemptIOn be proVIded to PlannIng Department
staff pnor to any bUIldmg permtt Issuance,
8 That dumpster servIce WIth the CIty of Clearwater be arranged pnor to bUIldmg perrmt
Issuance,
9 That all applIcable reqUIrements of Chapter 39 of the BUIldmg Code be met related to
seawall setbacks,
10 That a condoffilnIum plat be recorded pnor to the Issuance of the first CertIfIcate of
Occupancy,
11 That all proposed utIlItIes (from the nght-of-way to the proposed bUIldmg) be placed
underground CondUIts for the future undergroundmg of eXIstmg tItllItIes wIthm the
abuttmg nght-of-way shall be mstalled along the entIre SIte's street frontages pnor to the
Issuance of a CertIficate of Occupancy The applIcant's representatIve shall coordmate
the SIze and number of condUIts WIth all affected utIlIty prOVIders (electnc, phone, cable,
etc), WIth the exact locatIOn, SIze and number of condUIts to be approved by the
applIcant's engmeer and the CIty'S Engmeenng Department pnor to the commencement of
work,
12 That all FIre Department reqUIrements be met pnor to the Issuance of any perrmts,
13. That TraffIC Impact Fees be deterrmned and patd pnor to CertIficate of Occupancy
Issuance,
14 That all Parks and RecreatIOn fees be patd pnor to the Issuance of any permtts
15 That covered boat lIfts be prohIbIted (uncovered boat lIfts may be reVIewed at an
adffilnIstratIve level proVIded that all reqUIrements of SectIOn 3-601 are met),
16 That there be no Jet skt or other lIke watercraft rental busmesses at thIS locatIOn,
17 That boats moored at the docks, lIft and/or slIps be for the exclUSIve use by the reSIdents
and/or guests of the condoffilnIums and not be perrmtted to be sub-leased separately from
the condoffilnIums,
;
- '""
October 22, 2004
Housh Ghovaee, Page Three
18 That all sIgnage meet Code and be archItecturally mtegrated mto the desIgn of the sIte
and bUIldmg
Pursuant to SectIon 4-407, an applIcatIOn for a bUIldmg permtt shall be made wIthm one year of
flexIble Development approval (by October 19, 2005) All reqUIred certIfIcates of occupancy
shall be obtatned wIthm one year of the date of Issuance of the bUIldmg perrmt TIme frames do
not change WIth succeSSIve owners The CommunIty Development Coordmator may grant an
extenSIOn of tIme for a penod not to exceed one year and only wIthm the ongmal penod of
valIdIty The CommunIty Development Board may approve one addItIonal extenSIOn of tIme
after the CommunIty Development Coordmator's extenSIOn to mItIate a bUIldmg perrmt
applIcatIOn
The Issuance of thIS Development Order does not relIeve you of the neceSSIty to obtam any
bUIldmg perrmts or pay any Impact fees that may be reqUIred. In order to faCIlItate the Issuance
of any permtt or lIcense affected by thIS approval, please bnng a copy of thIS letter WIth you when
applymg for any perrmts or lIcenses that reqUIre thIS pnor development approval
AddItIonally, an appeal of a Level Two approval (fleXIble Development) may be mItIated
pursuant to SectIon 4-502 B by the applIcant or by any person granted party status wIthm 14 days
of the date of the CommunIty Development Board meetmg The filmg of an applIcatIon/notIce
of appeal shall stay the effect of the deCISIOn pendmg the fmal deterrmnatIon of the case The
appeal penod for your case expIres on November 2, 2004
-'
If you have any questIOns, please do not heSItate to call MIchael H Reynolds, AICP, Planner ill,
at 727-562-4836 You can access zonmg mformatIOn for parcels wIthm the CIty through our
websIte www clearwater-fl com
Smcerely,
CynthIa H TarapanI, AICP
Plannmg DIrector
S \Planning Department\C D B\FLEX\Inactlve or FInished AppllcatlOns\Bayway 600 Bay Harbor CondominIUms (T) 10 19 04 CDB-
ApprovecNJayway Boulevard 600 Development Order October 22, 2004 doc
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Architects'
Colla borativ
Incorporate~
Architecture / Plannin
3802 Ehrlich Rd.
Suite 306
Tampa, Florida 33624
Ph: (813) 909-7100
Fax: (813) 908-7125
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David W: HoWard
Florida Lic. #: AR-001691
COPYRIGHT
@2004 by Architects' Collaborat
Inc. All rights reserved. The
arrangements depicted herein ar
the sole property of ACI, and may
not be reproduced in any form
without written permission.
REVISIONS:
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PROJECT NO.:
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PLOT DAT~:
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ISSUE FOR PERMIT:
ISSUE FOR CONSTRUCTIC
CHECKED BY:
SHEET NO:
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NOTE:
ALUMINUM BARS 0 6" O.C.
ANCHOR
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CAST IRON REnCUUNE
GRATE. TRAFFIC 'NPE
(H-20 LOADING) W/2 SIDED
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BELOW PAVEMENT
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POSfTIVE DRAINAGE (4:1 MAX)
MEET EX.
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PlACE SOD 1/2"
BELOW PAVEMENT
AN. GRADE PRIOR
TO SODDING
POSIT1VE DRAINAGE (4:1 MAX)
MEET EX.
COMPACTED GROUND
GROUND TRANSITION
AT THE PROPERTY LINE
- _ 6" L1MEROCK BASE
-~ F.D.O.T. CERTIFlED
, , COMPACTED TO
I, '98" MAX. DENSllY
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SUBBASE
STABIUZED
40 LB.R.
COMPACTED TO
98" MAX. DENSllY
N.T.S.
IN R.O.W. & DRIVEWAY SECTION
N.T.S.
NEW SURFACE
(SEE NOTES 1 & 2),
EXIST. SURFACE
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EXIST. SURFACE
REPAIR OF PAVEMENT NOTES:
1. ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY
SAWED AND ALL SURFACES TACK COATED.
2. SURFACE TO BE CONSISTENT r! EXISTING SURFACE AND
THICKNESS: WITH MIN. OF 1-1 2 ASPttALT F.D.O.T. TYPE S-J.
J. BASE MATERIAL SHALL BE PlA ED IN 6 COMPACTED LAYER 111- .,' .... ~ 1C' " . "
TO 98" OF MAXIMUM DENSllY AS DETERMINED BY MSHTO = ':"::r ..,...... ';"-:;'
T-180 LAB REPORTS ARE REQUIRED. - 1111=111"1 ';:~,.
4. BACKFllL FOR TRENCH SHALL BE PLACED IN 12" COMPACTEDCOMPACTED F1lL =l!U~. ~."
LAYERS TO 100" OF MAXIMUM DENSllY AS DETERMINED BY OR UNDlSlURIlED = :'.!~~;
MSHTO T -99, lAB REPORTS ARE REQUIRED. SOIl -III ~:f/;:: =
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REPAIR OF PAVEMENT CUTS
N.T.S.
N.T.S.
FlNISH GRADE TO
1" BELOW
EDGE OF WALK
MEDIUM BROOM
FlNISH CONC. WALK
EXPANSION JOINT
1-1/2" RADIUS
VERTICAl CURB
PAVING
BASE
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 ACCESSIBIWTY
AND lHE CAPTION
"PARKING BY DISABLED
PERMIT ONLY".
SUCH SIGNS SHALL NOT
BE OBSCURED BY A
VEHICLE PARKED IN THE
SPACE. AU. HANDICAPPED
PARKING SPACES MUST
BE SIGNED & MARKED
IN ACCORDANCE WITH
THE STANDARDS
ADOPTED BY lHE
DEPARTMENT OF
TRANSPORTATION
AND A.DA
HANDICAP PARKING STRPING DETAL
N.T.S.
4'-1"
NON TRAFFlC GRATE
ElEV. 5.5
yREASE SKIMMER
(SEE DETAIL)
BOlTOM OF SLOT
ELEV. 5.25
1]3'-6:rrr ."
24" RCP
INY. ELEV. 1.75
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CONTROL STRUCTURE
N.T.S.
36"
PAV'T. 1/4" ABOVE
LIP OF CURB
PLACE SOD 1/2"
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
POSITIVE DRAINAGE
3000 PSI
CONCRETE
COMPACTED GROUND
V ALLEY GUTIER DETAIL
N.T.S.
PLACEMENT OF
SOD AT PAVEMENT
N.T.S.
NEW BLDG.
FILL GROUND AROUND
BLDG. TO 3" BELOW
FIN. flOOR ELEVATION
& SOD
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MIN. SLOPE 2"
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1-1/2" TYPE PC-3
ASPHALT 0 1/4"
PER FT. MIN.
EXCEPT AS NOTED
GROUND PREPARATION
AT ALL BUILDINGS
N.T.S.
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F.D.O.T. CERTIFIED
COMPACTED TO
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ON SITE
PARKING & DRIVEWAY SECTION
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~ MEDIUM BROOM
FlNISH CONC. WALK
r FlNISH GRADE TO
1" BELOW
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SOD
SHOUl..Ilm
e' RlR DRI\IEWAYS
e RlR RCWJWAYS
SOIL 10 BE COMPAC'lm
10 tem: or .we. DENSITY
PER MSHIO T-n
COMPACTED FlLL OR
UNDISTURBED SOIL
SOD
SOIl 10 BE COMPAC'lm
10 tem: or .we. DENSITY
PER MSHIO T-It
SOD 'S STRIP DOt
SIDE Of" CONe. PAD
UlTalED END
F.D.O.T. INDEX 272
WHEN SIDEWALK IS
TO BE REMOVED Ie/OR
NEW SIDEWALK IS 10
BE ADDED, rr IS TO
BE REMOVED TO THE
NEAREST EXPANSION
JOINT.
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.
DllVEWAY C<HEOTION
8HOU.DER PROFI.E
N.T.s.
CONCRETE WALK DET AL
N.T.S.
BLUE
BACKGROUND
SIGN 8PECFlCATION8
1. 18"x12" LOGO SIGN
2. 2 SIGN COMBINATION
REFlECTNE SHEETING
3. LETTERS TO BE
1" HIGH SERIES "c"
4. SIGN TO BE MADE OF
AlUMINUM
5. POST TO BE MADE OF
GALVANIZED STEEl
(SEE DETAIL)
6. SIGNAGE PER A.DA
REQUIREMENTS
12"
1-1/2"R
1 /2" WIDE
WHITE BORDER
AND SYMBOL
.
co
PARKtG BY
DlSAaED
PERMT
ON. y
WHITE
BACKGROUND
WHITE .
BACKGROUND co
$266 FIE
F.8. 318.14
1" SERIES "c"
LElTERS
1/2" BLACK
BORDER
1.5"
1"
1"
1"
1.5"
FINISHED
GROUND
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SYMBOL SHALL BE 5 FT.
HIGH &; WHITE PAINT COLOR
3" 6"
FlP-U
HANDICAPPED PAVEMENT SYMBOL
N.T.S.
HANDICAP PARKING SIGN DETAL
N.T.S.
SIGN POST DET AL
N.T.S.
HANDICAP RAMP DEl AL
N.T.S.
H 2~
GREASE BAFFLE TO BE
1/4" THICK ALUMINUM
w/STAlNLESS STEEL ANCHORS
EXIST. SURFACE
SAW-CUT EXIST.
EDGE OF PAVEMENT
& BASE
NEW SURFACE
EXIST. BASE
NEW BASE
NEW SUBBASE
PA VEMENT TRANSITION DETAIL
N.T.S.
NEW BLDG.
ROOF DRAIN
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FIN. GROUND
5'
UTIUlY (I.e. SANITARY
SEWER, WATER SERVICE,
FlRE UNE OR STORM
DRAIN) BY SITE CONTRACTOR
TO 5' FROM BLDG.
UfIUTY wmtIN 5' OF BlOO.
B'l' PLUMBING CONTRACTOR.
FINAl. CONNECTION B'l' PL.UM8ING
CON'1lWm)R UNlESS OTHERWISE
COORDINATED B'l' lHE G.e.
UTILITY CONNECTION
AT ALL BUILDINGS
N.T.S.
3/4" SAMPLING
COCK
SAMPLING
ARRANGEMENT
INSTAll 2" PLUG
(AFTER REMOVAL
OF SAMPLING
ARRANGEMENT
lHRUST BLOCK
Note:
LOCATIONS OF
BLOW-OFFS FOR
WATER SAMPLING
TO BE PER
PINEUAS COUNTY
HEALTH DEPT.
ENGINEERING DIY.
CLWTR. OmCE
538-7277
BLOW-OFF &
SAMPLING POINT
N.T.S.
TOOLED GROOVES
3/8" WIDE, 3/8"
DEEP, 3" O.C. TO
BE MADE AT INITIAL
POURING
GALVANIZED METAl
SIGN POST WITH 3/8"
HOLES DRIlLED
ON 1" CENTERS
3000 PSI CONC.
T.O.B. 0 5.5
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SOD BOTTOM AND SIDES OF
RElENnON AREA WI SAND GRO~
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PROP. RETENTION AREA
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S.H. W. T. 0 2.5
NO. 57 ROCK WRAPPED
W/MMOVO 45/45 FILTER
FABRIC. NO UMESTONE
ALLOVED.
CONSlRUCT . LF-6" PVC S1DEDRAlN INSIDE
157 COARSE AGGREGATE WRAPPED
W/MMOVO 45/45 FUER FABRIC.
SIDEDRAIN DETAIL
SIDEDRAIN FILTER MEDIA REQUIREMENTS:
A) WASHED MATERIAL MEEnNG FOOT ROAD Ie BRIDGE
SPEClRCA nONS FOR S1UCA SAND AND QUARTZ
GRAVElS OR MIXlURES lHEREOf ( LESS THAN
1 PERCENT SILT, a...AY AND ORGAMC MATTER
UNLESS FILTER CLOtH IS USED WHICH IS SUITABLE
TO RETAIN lHE SILT, a...AY AND ORGANIC MATTER
WItHIN lHE FILlER' CALCIUM CARBONATE
AGGREGATE IS NOt AN ACCEPTABLE SUBSnlUTE.
B.) UNIFORM COEFl'1ClENT 1.5 OR GREATER
C.) EFfECnVE GRAIN SIZE Of 0.20 TO 0.55
MIWMElERS IN DIAMETER.
NTS
PLACE CONC.
SLAB/WAlI<
4. BELOW flOOR
ELEV. EXCEPT AT
DOORS REMAIN flUSH.
EXPANSION JOINT
SLOPE AT 1/4"
PER FOOT
10: 1 MAX. SLOPE
SOD
. NOTES:
EB tl5936
! .... '" ~:' _ i .'
1. PROVIDE 5'x5'x4-
l}tICK CONe. stAB
o AU. EMERGENCY EXITS.
2. CONFORM m NJCNE
DETAIL FOR PlACING
WAU<S AT lHE BLDGS.
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PLACEMENT OF CONCRETE
SLAB AT ALL BUILDINGS
N.T.S.
:NES Comm.: 0445
Drawn By: B.J.V.
Che,k.d By: H.G.
'.::, .,'Ii.. ''i.<
Issue' Date: c' 06/23/04
Revisions:
No. .C:, Date Descri tion
18" MIN. VERTllAl.. ClEARANCE
f
<D
--... 1 ...A;~ _M'l""
10
D.I.P. IS USED IN PlACE OF P.V.C.
FOR A MIN. OF 10' E'ACH WAY
FROM Cl OF WATER MAIN WHEN
1HE VERl1CAl. ClfARANCE BETWEEN
I WATER I: SEWER MAINS IS 18" OR LESS.
18" OR MORE VERTICAl.. Cl. I
~#k~~~3-
P.V.C. OR V.C.P. tJnyc'.
SAN. SEWER GRAVIlY MAIN ~
CONCRETE ENCASEMENT OF
SANITARY SEWER GRAVITY
MAIN IS NOT PERMllJTED.
,
CI)
0
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GRADE
.. " _ .... ;:gr .... . i P'"
. .
co~
~ WATER MAIN "'::IE
+ 10' MIN. ~
HORIZONTAL ct.EARANCE
STORM SEWER +
OR SAN. SEWER
GRAVITY MAIN
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 DET AL
VERTICAL CLEARANCE
HORIZONTAL CLEARANCE
WATER MAIN & SANITARY
SEWER CLEARANCES
N.T.S.
"- FLUSH CURB
CURB
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;' ;
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RAMP DETAIL
N.T.S.
FLUSH CURB
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BLOWOFF DETAIL
N.T.S.
Eclipse No. 85-B~
Blow-OFF Assy.
Including Lockabh.
Cast Iron Box
\later Main
Restalner ~~
Per Detail No. 403
Concrete
Thick x
1TfCleanout Plug.
-- ---
Pad 4'
1'-6' Sq.
6' or 8'- 1/8 Bend
Sewer Main
CLEANDUT DETAIL
N.T.S.
"
2' Brass
lEY. 811ft
Plug
(See Note)
MY. 811ft
2' Bro.ss
~
""- 90. Bend
CITY [If CLEARV"TER, fLORID"
ENGINEERING DEPARTMENT
~
BLIMlFT
DE AIL
-.
..
N
.'
LI' 9 5/8' , I
W/////~
I
CLEANDUT PLUG DETAIL
N.T.S.
NOTEI Cleanout plug to be
U.S. F" oundry 7621
or equal.
CITY [If Cl.EARV"TER, fLORID"
ENGINEERING DEPARTMENT
STANDARD
CLEAN OUT
.-nDI
Wff'.
EJcIet Cana Drfve
t .. ~ ...t.~,
.- / .,
1/2- Elcp. JoInt
TYPICAL DRIVEWAY CROSS SECTION
Rem_ Bode of CUrb an State or VertlcGl CUrbe with a wrtlcGl Saw cut
or Rem_ IIItlre CUrb and Replace aI Part of SIde.aIIe Rcmp.
.. UodIlIed and VIJM~ GuU.. an.
In .xIIt bade of curb
. .
Rem_ to an
IYWl joint or eawcut
SECTION A-A
NCl1Ea
t. """"'" ,.".... ....... At *- IItItcMlt 1M """'"
Nee "'- bpenolon ....... At ~
I. If ..... "",.,... CllIetruetIen (JIIole ...... "'-Ie
11M ....... or ........... ,.. ...... Con.... 1M
~ ....... r... Nhmote ~
3. 1IIoodIoI M4 0lIlw ...... "" .... .. ...,.....
In ........... Clr ~
... lie Ceattlte or re. till .. I'ermItW ClIt c.nont. ........... Clr
.......,. iIIIIIeut Appr'lMI or 11M atr ~.
.. M Caninte .,. 3DOlI .... ..... . 28 lIeJiI.
.. ~ ....... Ie .. ""'" ~ f1nIIIL
7. ~ DrMwr Co._........... .......... lhWI . ""OIlla ..WoF.
JS
ill;
1-,1-11
t
.' MIn R8IIdentlal Street " at R
s' UIn Artertal Street 2' Count)' R
1/.- ,.. root
'.." &'..... ..,.. -
BCIClk af CUrb
3000 pili Cone .- ThIele. Conib'.
e- Thldc at DrtYewaytl wIth
ellt 110 Welded WIre MfIIh.
See Hot. 7.
SECTION B-B
.. R..,.,. .,. ...... . Tactile ~ T.......... .. .
0.'" .... ~ I/r ., _ of Tcnp ... ......
In Con",",,-- with "........ of FOOT
It........, llIIlI 'hfllo IJeIIan ~ Datal 31M
Clr ...... ..... .................
.
. .".
I am __.... .Ml
MY..1I: .-nDI -.
--
TYPICAL FIRE HYDRANT SElTlNG
N.T.s.
- F"lre Hydrant AsseMbly
<T yp.)
Distance Varies
18' Min.
24' Max.
Box
iMech. Joint Valve
Connecting Piece W/lntegrail
Co.st Mech. Joint Gland on
one End-D.I. Rotatable Mec
Joint Gland on Other End.
DNL Y APPROVED
Kennedy Guardian No. K -81A
Muller Centurlan No. A-423
U.S. Pipe Metropolitan
.~
Box
i
..
\D
I
Cu
Tapping Sleeve .. Valve
r By City, F"ee by
I' Owner or ContrQctor
'-RestrQlnlng Joint <Typ.)
NIlTESI
1. AU F"lre HydrQnts to have 5 114' Valve Seat.
2. See Index I 407 For Jack .. Bore Deto.Rs.
lEY. _
.-nDI
CITY [If CLEMV"TER, fLORIDA
ENGINEERING DEPARTMENT
TYPICAl.. HYDRANT
TING
ItG VE
-.
~ See Index No. 301
3' /
Q ~. loyer. o' brtck
Approved barrel Joint seo.ls:
o.re 'O-Rings' Qnd 'RaM-Necks'"
Two continuous rings at all,
Joints"
Poured EnCQSeMent
Grout Flow
NOTES
1. PrecQst MQnhole drop MQY be co.pproved by City
Engineer. Shop drawing subMlttQI required.
2. Drop required when 2' or over,.
3. Manholes shall have an interior' and exterior co
of at least 15 Mils dry thickness PROLO EP214-
Epoxl-Mo.stlc or Koppers bltuMQ,stlc blo.ck solutio
300M.
MY. .11:
Concentric cone (no. t cover
on shallow Mo.nholes 0' to
4' depth)
Steel reinForceMent
5' Min. wall thickness
type II Qcld reslsto.nt
ceMent 4000 p.s.l.
Grout Fill opening with
non-shrink Morto.r
\ "\... 2' joint In pipe entry
~ <Typlco.t>
P.V.C. pipe requires MQnhole
adapter coupling by no
Control, Inc., or approved
wo. ter stop coupling.
CITY [If Cl.EARV"TER. fLllRIIlA
ENGINEERING DEPARTMENT
ImD'IIIII
-.
.'
~
tlJTES
I Trl!nch bo.ckf'llllrd In " cOMpClctard
lo.yarrs. Jll!nsIty to.k." IPVI!rY 300 ,t.
2 10.51P 1'ICl)' bl! rl!plo.ClPd with Aspho.ltlc
ConcrlPtlP with prior o.pprovo.l 0'
CIty EngInI!l!r.
3 On longltudlno.t Insto.Uo.tlon rlPqulrlna
rl!Slrf'o.cIng ,utt width 0' po.vlPl'II!nf,
f'lnIsh bel51P to I'ICltch .ldstlng JIflvlPl'II!nt
surf'o.CI! o.nd pr~lP. Then rlPSlrf'o.clP as
dIrlPctlPd b)' thI! CIty EngInI!trr.
VQrles
~
if
~
NOTEI
All lQtero.l Materials, including
QPproved Cleo.nout hardware, Qre
to extend to the R/\I or to the
easeMent line as noted.
OMpGctlPd Io.s. - T~55 0' Dr~t + 2"
....... Thlc:kntrss. 8'
CITY [If ClEARV"TER, fUlRlDA
ENGINEERING DEPARTMENT
STREET REPLACEMENT
rOR UTIUTY AND
lEY. .11:
IIF I
.-nDI
11I'I'\
Cl
R/\I
I
F"Inlsh grade to
allow 0.4' Min., 1.0'
MQX. Fall FrOM
property line to
I
I
18' Min. /-
24' MQX.
I
i
CITY O\lNED
AND
MAINTAINED
HDHEO\lNER O\lNED
AND MAINTAINED
6' Service LQ teral
SECTION
ANY VARIANCE MUST HAVE
\lRITTEN APPROVAL OF" THE CITY
ENGINEER.
CfTY Of' CLEARWATER. noRlDA
PUaIC WORKS ADUINISTRATlOH
ENGINEERING
_ DAII
--
Wff'.
"
5/8'
Min. 4 Required
..
Pick Hole 7 ~
1-1/4' 1/7 :::
..
N
L
D
RING - HALF PLAN
..
.
,
(I)
I
...
RING - SECTION
MiniMUM \lelght 7' 232 lbs.
9' 278 lbs.
NOTES
1. \lhere roo.dwo.y bQse Is 8' or thicker use 9' rln ,
all other co.ses 7' ring Is perMlssJble.
2. ManuFacturers Model of storM ring and cover t
be approved by City Engineer.
Lot
~Jf-
J~WM
___L_________
,
..,. ~
--------L------vater Maln--
C~ I
I
~ater Servl :
<Typ.)
SQn.
-!
I
PLAN VIE\I
WM
NOTEI SANITARY LATERALS' TO BE 2~
\lITHIN 10' Of' CENTER Of' LOT ON
DD\,INHILL SIDE OF CENTER Of' LOT.
RIM M.H.
of' Street
Sanitary
PROF"ILE
._"'----~ -'.'- .-.--.-, -. -..--
,., 'f " 0445
:NESCom.m.:
I O"wq By: B.J.Y. I
C~.ck.d By: H.G.
'lssuQ'Date: 06/23/04
Revisions:
No';" "Date Descri tion
Required
Non Skid
Pattern
Required
11_...tJ)
,.<.,~-~"'.. '<::~
..','.....fli.........:....'....
;1,
,-!
.,'
,"''' .J '.
"';..:..,:....~
&
soun COVER
..
...
,N
7L
I' . 22-3/4' 1-10
f4Z:.C~1
Machined SurFo.ce
soun COVER SECTION
MiniMUM \lelght 128 lbs.
CITY [If ClEARVATER. flORIDA
ENGINEERING DEPARTMENT
I WISIN
MY. 811ft
IIFI
SANITARY SEVER
COY
-.,
--
....
VA
Wff'.
Lot
lot
f"r/w line
6
l
-------------------
o
M.H.
, c
0_
...~
Cur
SldewQlk
2' Joint In pipe entry
;;~.
Side Lot Line Lot
<Typ.)
\later Mo.ln
Main
CITY IJF' ClEARV"TER, fLORID"
ENGINEERING DEPARTMENT
SANITARY LATERAL
LDCATIlIfS
lEY. 811ft
--
Wff'.
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KENNETH H. ROUSH .E. #133366
COPIES OF lHESE PlANS ARE NOT VAUD. UNLESS
BtBOSSED WJTH lHE SIGNING ENGINEER S SEAL'
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EX. BOATDOCKS
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NES' Comm.:
Drawn By:
Chec~ed By:
Iss~e Date: 06/23/04
Revisions:
No. .' Date Descriotion
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BUTLER'S NUSERY, INC.
7011 75TH ST. N. PINELLAS PARK, FL. 33781
PH: 544-0445 FAX: 541-5027
JUL 2 8 200~'
DESIGNED BY: R.BI!LKO
CHECKED BY: C.BU'nBR
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HABIT AT MANAGEMENT AND
LANDSCAPING PERMITS.
1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED
FOR THE OEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT
BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED.
o. AN APPLICATION AND AN EXTRA COpy OF THE APPROVED FINAL
APPLlCATIQN 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 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 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 MINIM~M 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 ,CQLD 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. LARG,E 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.
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10. 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-
RIBUTION 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.
IRRIGATION 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 BETTER.
2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES.
3. SPRINKLER HEADS COMPATIBLE WITH THE lYPE OF PLANTING.
4. ELECTRIC VALVES.
5. GAUGE 14 UF COPPER WIRE.
6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES.
WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES
SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE.
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 SUPPUES 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.
ANY BUILDING TO BE DEMOUSHED IS SUBJECT TO NOTIFICATION
TO THE AIR TOXICS SECTION OF THE COUNlY DEPARTMENT
OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF
BUILDINGS.
XERISCAPING
1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS
WITHIN PROPOSED LANDSCAPE PLANTER 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 TESTIING TO IDENTIFY SOIL CONDITIONS NECES-
SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING.
5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT
AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS-
CAi:>ING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH
OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL
CONDITIONS WARRANT THESE AMENDMENTS).
6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT
COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN.
7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT
IRRIGATION.
8. LOW-MAINTENANCE DESIGN.
TREE . SHRUB PLANTING DETAILS
1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION
SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC-
CEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED
AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION.
IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND
BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE
REMOVED AT THE TIME OF INSTALLATION.
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 SLOPE
(NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN
THE DIAMETER OF THE ROOT BALL TREES SHALL BE INSTALLED SUCH
THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF
THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES
ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF
ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE
OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH
SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH
TREE.
4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS
WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE
THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A
DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED
PLANT MATERIAL.
5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST
BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY
OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO
THE PLANTING AREAS.
6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF
PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED
BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL.
7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT
INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES
THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN)
OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT
GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED
SUITABLE FOR PLANT MATERIAL INSTALLATION.
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CONCRETE CURBING
NOTE: AlL TREE STAKES AND SUPPORT WIRES
WIU. 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 SlIrveyor' s Togging
Tope, 6 Length
3 - 12 Guage Galvanized Wires
Spaced 120 Nound Tree an~
Set At A 45'Angle With 3- , 68
Duckblll Anchors Or Equal .
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Mound To Form Saucer
3- Minimum Mulch Loyer
Remove Burlap From
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Planting Soli Mixture
Existing Soil
ASPHALT PAVEMENT '
ROAD BASE ~
SHRUB PLANTING DET AL
N.T.S.
NOTE: AlL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
For Cabbage Palm Inltallotlon:
Trim All Fronds at TIme
of Digging and Planting
For Wa8hI"lI!on Pam installation:
leave InsKle row of fronds
Tie up with biodegraclable twine
For Cabbage Palms:
All Trunks to be Smooth and
All Bum Mart<a Brushed Away
For Washington Palms:
Leave all bOots on trunk
2 Laye,.. Burtap Pod at
Support Cantact - No
Nails In tree Wood
1:
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Wire TIe
2- x .- Broce (yellow Pine)
Spoce Three at 120' Typical
Remove after one growing season.
2- x .' Stake (Yellow Pine)
Three Feet Long
Remove after one growing season.
Saucer Rim .
..
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Rnlsh Grade
3- t.tlnlmum Mulch
Roatballl- 18- t.tlnlmum
Radius trom Trunk
PALM STAKING & PLANTING DETAIL
N.T.S.
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TREE ST AKING & PLANTING DETAIL
ADJACENT TO OR WITHIN V.U.A.
N.T.S.
CROWN SPREAD
, ,
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 SlIrveyor's Togging
Tope, 6 Length
3 - 12 Guage Galvanized Wires
Spaced 120 Nound Tree an~
Set At A 45'Angle With 3- , 68
Duckblll Anchors Or Equal '
Remove after one growing season.
Mound To Form Saucer
3- Minimum Mulch Loyer
Remove Burlgp From
Around Top Of Ball
Planting Soli Mixture
I
INES Comm.: 0445 I
i 'Drawn By: B.J.V. I
Checked By: H.G.
Provide a minimum 5'xlD'
unobstructed planting area
06/23/04
Descri tion
TREE STAKING & PLANTING DETAIL
N.T.S.
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6' - 8'
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1- X 4- Horizontal Wood
Members or
Approved Substitute
4'
2- x 2-
Vertical
Woad stokes
.
.
Barriers Placed at Protective Radius
2/3rd's drlpllne for hardwoods 16'mln)
full drlpllne for pines 16'mlnl
.
.
TREE BARRICADE DET AL
N.T.S.
Full Dripline
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THIS DRAWING IS ru~~t.lENT OF SEJMCE IHJ SHAU. REMAIN ,lH['~ OF 1llE
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KENNETH H. RO SH P.E.'133366 ''''6'~~: :L
COPIES OF THESE PlANS ARE NOT. "'VIDO UNtI&~ .
EMBOSSED WITH THE SIGNING, ~!~~ SEAt:t::. 0,1...' :*
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LEGAL DESCRIPTION:
A PARCEL OF LAND LYING INS SECTIONS 8 AND 17, TOWNSHIP 29 SOUTH,
RANGE 15 EAST, PINELLAS COUNTY, FLORIDA. BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
ALL OF LOTS 6, 7 AND 8, BLOCK A OF BAYSIDE SUBDIVISION No.5, ACCORDING
TO THE MAP OR PLAT THEREOF. AS RECORDED IN PLAT BOOK 38. PAGES 38-39
OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH
ALL RIPPARIAN RIGHTS ABUTTING SAID LOTS.
CONTAINING 0.558 ACRES MORE OR LESS.
SITE PLAN APPROVED
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SIGNATURE
DATE .I/) /)/V,.,,(
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FLOOD ZONE INFORMATION:
THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE AE (EL.11) PER FLOOD INSURANCE RATE MAP 125096-0104-G
MAP REVISED: 09/03/03
SURVEY INFORMATION PROVIDED BY A SIGNED &; SEALED SURVEY BY:
BRUCE A. KLEIN, PSM No. 5052
FLORIDA REGISTERED SURVEYOR
DATED: JUNE 18, 2004
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SECTION 8&17, TOWNSHIP 29 S, RANGE 15 E
CITY OF CLEARWATER
PINELLAS COUNTY, FLORIDA.
LEGEND
EXIST. ELEVATIOI\j
EXIST. CONTOUR
NEW ELEVATION
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NEW CONTOUR
EXIST. STORM SEWEI~
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NEW SAN. SEWER
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NEW BUILDING AREA [_______ --J
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NEW CONCRETE -=--=--~~~~~~=-]
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BACI<I LuN 1)I~EV[I\j IIUI\j utVIU
FIRE HY[)I~AI\jT ASSEMBLY
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NES Comm.: 0445
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Issue Date: 09/17/04
Revisions:
No. Date Descri tion
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N UNITS TO BE en
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TO RECEIVER C
SITE
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Drawn By:
Checked By:
INDEX OF SHEETS
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C1.1 CIVIL SITF DATA
C1.2 CIVIL SITE SPECIFICATIONS
C2.1 DEMOLIT J~J SITE PLAN
C3.1 STAKING r: PLAN
C4.1 GRADING U U\INAGE AND
UTILITIEl S fE PLAN
C5.1 CIVIL SIT t TAILS
C5.2 CIVIL SIT [ ~TAILS
L 1.1 LANDSCf lJ SITE PLAN
L 1.2 LANDSCl '1 DETAILS AND
SPECIFIC ~. r lNS
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N.T.S.
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REZONING APPROVED SITE DATA
OCTOBER 21, 2003
CASE II: Z-1-9-03 EXISTING (E) PROPOSED (p) REQUIRED
T T T
ZONING:
RFH RFH RFH
LAINO USE:
8 OVERNIGHT ACCOM. UNITS
2 OWNER CCC APTS. 19 ATTACHED DWELLINGS ATTACHED DWELLINGS
1 VACANT COMM. SPACE
USAGE: 1 RESTAURAUNT
24,324 S.F. 24,324 S.F. 24,324 S.F.
LOT AREA: 0.558 ACRE 0.558 ACRE 0.558 ACRE
19 UNITS 30 UNITS PER ACRE
DENSITY: 18 UNITS PER ACRE (16 ALLOWED PLUS MAX. 16 UNITS
3 THRU TOR)
BUILDING COVERAGE: 6,967 S.F. 9,978 .SF. N/A
(S;.F. &; % OF GROSS SITE) 29.0% 41%
GROSS FLOOR AREA (S.F.): 6,967 S.F. 42,380 S.F. N/A
F .A.R.: .29 1.7 _
--
16.2' , ~- ~ 15'
FRONT: 10 ;--r-u Z' eX .
BLDG. SIDE: 5.3' \ (TO BUilDiNG~) 8' f\ 10'
SETBACKS: ~l'1l:VEMENT 3' J
REAR: 2.5' ( . 1 ~ AI DG_____ 20'
0' TO POOL DECK
BLDG. HEIGHT: 1 &: 2 STORY 50' ~ 35'-100'
PAVED VEHICULAR USE AREA: 7,695 S.F. 3,265 S.F. N/A
(V.U.A.)
IMPERVIOUS SURFACE RATIO: 18,753 S.F. 15,306 S.F. 0.95
(I..S. R.) .77 0.63
OPEN SPACE: 5,571 S.F. 9,018 S.F. 0.05
(S.F. &; % OF GROSS SITE) 23.0% 37.1"
PARKING LOT INTERIOR LANDSCAPING: 660 S.F. N/A 10%
(S.F. &; % OF V.U.A.) 2.71 "
PARKING: 15 35 29
PARKING CALCULATIONS: 19 UNITS x 1.5 SPACES = 29 REQUIRED SPACES
;;;;.' -
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TDR DATA TABLE
- "..........-- ..'r_....~"_,.._"__......~..
SENDER SITES MAXIMUM EXISTING/ APpr~OVED PREVIOUSLY REMAII
ALLOWABLE UNITS ON SITE TRANSFERRED AVAILA
DENSITY UNITS UNITS
. .............--~. ...........~,_....',-.....-- _...4....~.._.....u_..,_.'..
MOORINGS I 9 UNITS
620 BAYWAY ( BASED 0 N .33 6 UNITS 2 UNITS 1 Ut.
BOULEVARD ACRE SITE )
...- ___M .-.-.._--
MOORINGS II 9 UNITS
624 BAYWAY ( BASED ON .33 6 UNITS 2 UNITS 1 UN
BOULEVARD ACRE SI1E )
- .-.,,-.--.--.....
3 UNITS
645 BAYWAY ( BASED ON .157 OFFICE o UNITS 3 UN
BOULEVARD ACRE SITE )
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COPIES OF THESE PlANS 'AAE)tior VAL.le ~Nt:.'.-Ei::>6.', '
EMBOSSED WITH THE SIGNING, ,~NP\liEM'~ .~L
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S.W.F.W.M.D. I EROSION CONTROL NOTES
1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS
RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES
PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION
TO PREVENT SOIL EROSION AND SILTATION.
2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH AlL
STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS
AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE
FINAL 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 BElTER.
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
CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE' BARRICADES Will
RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS
40D-4 & 40D-40 FAC. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER
OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A
OFFENSE.
MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY
1. AlL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY.
2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILlED WITH ANY OTHER
SUBSTANCE THAN STORMWATER.
3. SWAlE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS.
4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED
IN ACCORDANCE WITH THE APPROVED PLAN.
OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM
THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE
SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE
CONVEYANCE SYSTEM SHAll BE flUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A
YEAR. ALL MATERIAL SHALL BE COllECTED DOWNSTREAM AND REMOVED. THE RETENTION
POND SHAll BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN
THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND
BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE
PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE
SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES
STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E.
GASOLINE, Oil, GREASE, CHEMICAlS, ETC.
THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND
FLUSHED SEMI-ANNUAllY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN
ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL
SHALL BE DISPOSED OF IN A PERMITTED FACILITY.
EROSION AND SILTATION CONTROL NOTES
1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER 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 FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH
SYSTEMS SHAll BE FUllY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE
AN'( OTHER DISTURBANCE OF THE SITE BEGINS.
2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL
STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY
SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE
MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH
MUST BE APPROVED BY THE ENGINEER BEFORE INSTAlLATION.
3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE
OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION
AREA AND WIll BE REQUIRED TO ClEAN OUT THE RETENTION AREA BEFORE 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 WARRANTY PERIOD.
4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING
FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER
INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: 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 THIRTY (30) CALENDAR DAYS.
6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED
REGULARLY, ESPECIALLY AffiR EACH RAINFAlL AND Will BE CLEANED OUT
AND/OR REPAIRED AS REQUIRED.
FILTER 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 MIWMETERS IN DIAMETER: A UNIFORMITY
COEFFICIENT OF 1.5 OR GREATER.
RATE OF 0.125 CM/SEC. OR GREATER. IF THE PERMEABILITY 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 ~OI.YVINYL CHLORIDE (PVC) CONFORMING TO
ASTM D 30.33, HAVE MINIMUM OF SIXTEEN 16J 3/8 INCH DIAMEtER J>ERFORATlONS
PER LINEAR FOOT OF PIPE AND BE ON TH 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 PERMEABILITY
SHALL BE INCLUDED IN THE AS-BUILT SUBMITTAL
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 ICON'TI
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 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 VICINITY OF THE
PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BAlES,
SOD, STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED ftS 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 SIILTATION OF ADJACENT PROPERTY,
STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS.
WATER SYSTEM NOTES
1. PER ARTICLE 41.03(B)( 1) CITY OF CLEARWATER CONTRACT SPECIFICATIONS
AND STANDARDS, THE DEPTH OF COVER OVER THE WATERMAIN SHALL
BE A MINIMUM OF 30" AND A MAXIMUM OF 42" BELOW FINISHED GRADE.
2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
.3. ALL DUCTILE IRON PIPE SHAll BE ClASS 50 WITH A RATING WATER WORKING
PRESSURE OF 350 PSI IN ACCORDANCE WITHI ANSI A 21.50
(AWWA C 150) AND ANSI A 21.31 (AWWA C 1151) 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, STANDAlRD 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" SHAILl BE IN ACCORDANCE WITH AWWA
C-900. 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 CITY OF CLEARWATER STANDARDS
AND SPECIFICATIONS.
10. THE CONTRACTOR IS TO INSTAll TEMPORARY BLOW-OFFS AT THE END OF WATER
SERVICE LATERAlS TO ftSSURE ADEQUATE flUSHING AND DISINFECTION.
11. PER ARTICLE 20, CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS,
D.I.P. WATER MAINS TO BE INTERIOR POLYlINIED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
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 POTASLE WATER PIPING.
WATER SYtiTEII 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
ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
2. NEW WATER MAINS
AFTER 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 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 & 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 ftS OTHERWISE INDICATED ON THE
CONSTRUCTION DRAWINGS.
.3. ALL SANITARY SEWER WORK SHAll CONFORM WITH LOCAL REGULATORY STANDARDS
AND SPECIFICATIONS.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING
LINES OR APPURTENANCES, THE CONTRACTOR SHAll VERIFY LOCATION AND
ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES.
5. PVC PIPE AND FITTINGS SHAll CONFORM TO ASTM SPECIFICATIONS DESIGNATION
D-30.34-77C, MA SDR .35. INSTAlLATION OF SDR 35 PIPE SHAll BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF ASTh.4 SPECIFICATION SECTION 02321.
All SANITARY SEWER PIPElINES SHAlL BE SOlllD 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 TRAFFliC 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 EX FILTRATION 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.
W ATERISEWER 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 EQUAL DISTANT FROM THE POINT OF CROSSING WITH NO
LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION
CANNOT BE MAINTAINED, ONE OF THE FOllOWING METHODS OF PROTECTION SHAlL BE
UTILIZED:
WATER/SEWER CLEARANCE nEQUlllEMENfS ICON'TI
A. THE SEWER SHAll BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS);
B. THE SEWER SHALL BE INSTALLED WITH D.I.P. FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS):
C. THE SEWER SHAlL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE,
AND BE PRESSURE TESTED AT 150 PSI TO ASSURE 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 BETWEEN 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 WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE
DEPARTMENT AND BE PRESSURE TESTED TO 150 PSI TO 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 Af CROSSINGS.
WHEN RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGATION:
THE RECLAIMED WATER MAIN SHALL BE TRFAIED LIKE A SANITARY SEWER, AND A 10 FT.
HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE
RECLAIMED WATER MAIN AND ALL EXISTING OR PROPOSF.D POTABLE WATER MAINS. NO
MINIMUM SEPARATION IS REQUIRED BETWEEN THE RECLAIMED WATER MAIN AND SANITARY
SEWERS, OTHER THAN THAT NECESSARY TO ENSURE STRUCTURAL INTEGRITY AND PROTECTION
OF THE LINES THEMSELVES.
NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS
AS STIPULATED ABOVE, DEP MAY AllOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED
BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED
PRIOR TO CONSTRUCTION.
GRADING AND DRAINAGE NOTES
1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS
TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE
OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL
IS TO BE STOCKPILED OR REMOVED FROM THE SIlE AS DIRECTED BY THE OWNER.
EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND
COMPACTED ftS 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/DETENTION 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 INVERT
ElEVATION(S) OF THE STORM PIPES(S).
STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WAlLeS).
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
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 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 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. PAVEMENT IN R.O,W. SHALL CONSIST OF 2" ASPHALT, TYPE S-1
ON 8" lIMEROCK. BASE COMPACTED TO 98% OF MAXIMUM DENSITY,
ON 10-1/2" SUB-BASE STABILIZED TO 40 LBR AND COMPACTED TO
98% OF MAXIMUM DENSITY PER MSHTO T -180.
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 IDENTIFIED
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, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR
THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT
AREA WftS NOT SPECIFICALLY CALlED OUT TO BE A PART OF THE CONSTRUCTION, THE
CONTRACTOR SHALl REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION
OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER.
AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN
PROVIDED, AND At<('( 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 Utt4ITED TO:
WATER SUPPLY
STORM SEWER
ELECTRICAL POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE ALARM SYSTEM CABLES
CONTROL WIRING
SYSTEMS
SANITARY SEWER
NATURAL AND LP GAS LINES
RECLAIMED WATER SUPPLY
T.V. CABLES
TELEPHONE CABLES
SECURITY WIRING
SITE UNDERGROUND MECHANICAL
INCLUDING INSULATION
IT Will BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE 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 RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC.
MUST BE IN PLACE AS PART OF THE FIRST 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.
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 U IIL1IIES
INCLUDING THE SANITARY SEWER AND WATER PIPING. THE
CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED
RECORD DRAWINGS TO THE ENGINEER.
THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIEN f
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 WORIC
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 WORI< PRIOR TO CONSTRUCTION.
4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFUCIS AND DISCREPANCIES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER
OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE
AFFECTED AREA.
5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCAl IONS 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 SAFEfY.
SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF
POWER LINES AND OTHER UTILITIES.
7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESIED i\ND INSPECTED PRIOH
TO BASE AND SURFACE CONSTRUCTION.
8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMllIAI~ WITH THE PERMlf
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 ENGINEEf~; 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. ANY WORK
PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR
PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT Af 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 DENSITY AS
DETERMINED BY MSHTO T-99.
12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGfH OF AT LEAST 3,000
P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED.
13. ALL PF,iVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED
TO A CONDITION EQUAL TO OR BElTER THAN EXISTING CONDITIONS UNLESS
SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO
OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF
GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD. HAVE
BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK,
AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR.
AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE. BY THE
REGULATORY AGENCY AND ENGINEER OF RECORD.
15. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH ^ 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 (FDOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE
ENGINEERING CONSTRUCTION DRAWINGS. HAVE BEEN SATISFIED.
16. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMlfS
AT THE CONSTRUCTION SITE.
17. THESE DRAWINGS MAY NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFElY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFETY.
18. ALL SODOING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILlZAi ION. 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 FITIlNGS. PIPE MEASUREMENTS FOR MITERED END
SECTIONS ARE TO THE END OF PIPE.
20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS 10 BE ADDED
OR EXISTING PAVEMENT TO BE ELIMINATED.
21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATm
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 ADMINISTRATION'S
(OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R.. S.1926.650, SUBPART P,
INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS
ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES).
24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH
DIFFERE~T 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 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
WRlffiN 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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COPIES OF THESE PLANS ARE NOT VALID "UM.E:SS
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CURVE DATA
R 3200.00' A-
CHD.=197.49-;t6l.52'
CB- D=03.32'12' M)
-N79.53'28''J(C8.M)
~
CURVE DATA
R-1000.00' A
CHD.=173.25'(M)-173.52'
D=09.56,ll.3.31'(C)
CB=S72.55'38'
CB=73.09'06' E(C)
~ E(C)
C3
CURVE DATA
R 5000.00' A- ,
CHD.=6.28'(P) -6.2~
D=00.04'1~.:6 (C)
CB=78.05'12'
CB=86.19'07 E(P)
'E(C)
~
CURVE DATA
R-4880.00' A- ,
CHD.=6.11'(P) 6 -~.11
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CONCRETE
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ASPH--L---
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BUILDING
DEMOLITION OF TH - . .
THE REMOVAL/REL~:'''' SII E INCLUDES
ALL EXISTING S . 'vA TION OF
PROJECT AREA T~UCTURES WITHIN
BASE, UTILITY' AVING AND
SEWER, STORM LINES (SANITARY
LINES. POWER :IPES, WATER
AND UNDERGROUOLES, OVERHEAD
TELEPHONE CABLN~ POWER AND
TREES, SHRUBS E-J. GAS LINES,
NOT LIMITED TO' ETC.) AND IS
Wh:/\r'S SHOW
N.
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III
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REMOVE CO
NEAREST EX~~~ESTIE PADS AND
ON JOINT CONCRET WALKS TO
REMOVE ASPHALT AND . I HE
BASE.
REMOVE EXISTING
STRUCTURE AND
REMO FOOliNG.
VE EXISTING FENCE.
REMOVE/RELOCATE TREE.
REMOVE CURBING TO THE
f7l NEARESf E "
L!.J REMOVE L1GH ~ Xf.\I,SION JOINI,
O.H.W. COO r POLES, POWER
AHD CABLLRDINATE WITH PROG~~~~S E~)~~ ,ASSOCIAfEO
8 ALL CAVI1l' &' GY, VERIZON
TREES S EXCAVATION
AljD PO HRUBS, PIPES I RESULTING Fl'O~1
~~~Ag~~~~~~IAiH~~~ B!r~}tr~i~ ':~~i~E~V~~, OF
9 ENSI1l'. ED IN 12" LIFT ~.
OFF-SITE DISP S 10
C~~NSTRUCTION OSAL OF STRUCTU --
~:N~fC:SL FACILI~~~RI;p~~ALL OCRCEJR ~~I'i~ES AND
COUNTY OVED BY F D L I LID WASTE
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NOTE:
ALL UNUSED
ARE TO BE R~~IVE APRONS AN
~f rtk~T::;~CAZr.~D i~pk'Jsrr;(P!i/1:)</~~E SURFACES
WITH NEW SlOmA THE RIGHT-OF CONTRACTOR
LK AND ~';OD ASWAY(S) ARE' TO
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R=3200.00' A=197,52'
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CB=N79.53' 28' \o!(C8cM)
~ CURVE DATA
R=1000.00' A=173,52'
CHD.=173,25'(M) 173.31'(C)
D=09.56'32'
CB=S72.55'38'E(C)
CB=73.09'06'E(C)
~ CURVE DATA
R=5000.00' A=6.28'
CHD.=6.28'(P) 6.56'(C)
D=00.04'18'
CB=78.05'12'E(P)
CB=86.19'07'E(C)
~ CURVE DATA
R=4880,00' A=6.11'
CHD.=6,11'(P) 6.11'(P8cM)
D=00.04'18'
CB =N7 8 .05' 12'\o! (P8cM)
CLEAR WA TER
HARBOR
EX. BOATDOCKS
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WOOD
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Issue Date: 09/17/04
Revisions:
No. Date Descri tion
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THIS DRAWING IS AN INsmUMENT QF'i....i'~b.'S~.. - ",.~EMkA(ThIE PROPERtY OF THE
ENGINEER. AND SHAll NOT BE REPR()O 'PUOOSHID \lit ~~ .N<< WAY WITHOUT
THE CONSENT OF TH ENGIN~~~"''''~i;~'1,J~~ "'~~~r"I.'~~ ~.'" NOT PUBL,I,SHED
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KENNETH l~tkou.SH, ~.~tt3~(i6~\"'; ~___
COPIES OF lliESEPLANS' ARE .4Q1!,. VAJJO' UNLESS
EMBOSSED WITH lliE \~IGNIl'f~ ~~I!N~E~S SEAL
C3.1
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IIARBOR vllnv GRANDE
(UNDER CONST/?UC'710N)
NOTE:
ALL ROOF RUNOFF SHALL BE DIRECTED
TOWARDS POND AREA.
cP) CURVE DATA
R=3200.00' A=197.S2'
CHD.=197.49'(C&eM)
D=03.32'12'
CB=N79.S3'28' \tI(C&eM)
(f2) CURVE DATA
R=1000.00' A=173.S2'
CHD.=173.2S'(M) 173.31'(C)
D=09.S6'32'
CB=S72.SS'38'E(C)
CB=73.09'06'E(C)
~ CURVE DATA
R=SOOO.OO' A=6.28'
CHD.=6.28'(P) 6.S6'(C)
D=00.04'18'
CB=78.0S'12'E(P)
CB=86.19'07'E(C)
fV CURVE DATA
R=4880.00' A=6.11'
CHD.=6.11'(P) 6.11'(P&eM)
D=OO.04'18'
C B =N 7 8 .OS' 12' \tI (P&e M)
6'xO.7' CONiC~
BLOCK WAUL "
NEW BUILDING
4-STORIES ABOVE
PARKING GARAGE'
EX. BOATDOCKS
TO REMAIN
WOOD
DOCK
WOOD
DOCK
o
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15" HOLE IN SEAWALL . @_~
INV. EL. 1.~ ._~
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Per City of Clw. Index No. 403
4"FIRE LINE
~ 0.1. CL 52
d Thrust Restraint (Typ)
403 Per City of Clw. Index No. 403
"- Ebba 1500 Series (Typ.)
Per City of Clw. Index No.
NOTES:
1. PER THE CITY OF CLEARWA TER CONTRACT SPECIFICA TlONS AND STANDARDS,
PART "B': TECHNICAL SPECIFICATIONS, SECTION IV, ARTICLE (19),
"ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT,
DRIVEWAYS AND SIDEWALKS WITHIN PUBLIC RIGHT-OF-WAY AND ANY OUTFALL
SYSTEM, SHALL BE WRAPPED WITH MIRAFI 140N FIL TER FABRIC OR EQUAL."
FABRIC TO BE A MIN. OF 3D" IN WIDTH AND CENTERED ON PIPE.
2. WHERE UNDERGROUND WA TERMAINS AND HYDRANTS ARE TO BE INSTALLED,
THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO
CONSTRUCTION AS PER NFPA 241.
FIRE DEPARTMENT
CONNECTION NEAR SEAWALL
N.T.S.
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I Checked By: H.G. I
Issue Date: 09/17/04
Revisions:
No. Date Descri tion
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COPIES Ol"THlisE ~!-^NS ARE NOi.VAI:IO 'UNLESS
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NOTE:
SOD BOTTOM AND SIDES OF
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2"
H
NON TRAFFIC GRATE
ElEV. 5.5
r1~'-6:.[f 6"
PROP. RETENTION AREA
GREASE SKIMMER
(SEE DETAIL)
BOTTOM OF SLOT
ELEV. 5.25
"
R
co
I
'tt)
NOTE:
ALUMINUM BARS 0 6" O.C.
TOP VIEW
BOT. @ 3.0
\7
S.H.W.T. @ 2.5
ANCHOR
STAtI)AAI) DETAL
r 3'-6" ,~
24" RCP
INV. ELEV. 1.75
NO. 57 ROCK WRAPPED
W/AAMOVO 45/45 FILTER
FABRIC. NO UMESTONE
ALLOWED.
CAST IRON REnCUUNE
GRATE, TRAFFIC TYPE
(H-20 LOADING) W/2 SIDED
GRATE SEAT
8" CONC. WALL
4000 PSI 0
28 DAYS
14 ; 012" O.C.E.W.
... tIl
In.
.
....
....
~
I
)--
/
/
/
/
GREASE BAFFLE TO BE
1/4" THICK ALUMINUM
wjSTAlNLESS STEEL ANCHORS
11l
W
1E
~
10xl0 W.W.M.
SLOT & GREASE
BAFFLE DET AL
N.T.S.
6" UNDERDRAlN
INV. ELEV. 2.0
SIDE VIEW
CONSTRUCT 12 LF-6" PVC SIDEDRAlN INSIDE
157 COARSE AGGREGATE WRAPPED
W/AAMOVO 45/45 FILTER FABRIC.
.
IIJ
NOTE:
1. CUT PIPE FLUSH
w/INSDE FACE OF
WALL
2. MORTAR BOTTOM TO
MATCH INVERT OF
OUTFALL PIPE.
SIDEDRAIN FILTER MEDIA REQUIREMENTS:
A.) WASHED MATERIAL MEETING FOOT ROAD & BRIDGE
SPECIFICATIONS FOR SIUCA SAND AND QUARTZ
GRAVELS OR MIXTURES THEREOF ( LESS THAN
1 PERCENT SILT, CLAY AND ORGANIC MA TIER
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.
B.) UNIFORM COEFFICIENT 1.5 OR GREATER
C.) EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55
MIWMETERS IN DIAMETER.
CONTROL STRUCTURE
N.T.S.
N...ET DET AL
N.T.S.
MITERED END SECTION DET AL
N.T.S.
EXIST. SURFACE
SIDEDRAIN DETAIL
SAW-CUT EXIST.
EDGE OF PAVEMENT
& BASE
NTS
.~
..
NEW SURFACE
36"
PAV'T. 1/4" ABOVE
LIP OF CURB
. 0
IW\
,,~
Z ... 1ft
- CIft
Z :)....
Z "'=
. ...:.
.. 1:1 ~
A. ~-
~ :9
z ~...
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....
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.... ... ~
Iii ".
2: o~
\I ."
EXIST. BASE
NEW BASE
NEW SUBBASE
~I
. .
. A. CO .
PLACE SOD 1/2"
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
TOP ELEV. 5.5
. . A
PAVEMENT TRANSITION DETAIL
N.T.S.
3000 PSI
CONCRETE
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
4:1 SIDE SLOPE
P/L
NOTE:
SAND BASED SOD
SIDES AND BOTTOM
SEE PLAN
POSITIVE DRAINAGE
'S~'\
- ~~
111^\\VII^I\VlI^\\VII^,,~
,,., L
NEW BLDG.
PLACE SOD 1/2"
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
POSITIVE DRAINAGE (4:1 MAX)
MEET EX.
'~ COMPACTED GROU~!D
V ALLEY GUTTER DETAIL
N.T.S.
BOTTOM
ELEV. 3.0
COMPACTED GROUND
~
/'
PLACEMENT OF
SOD AT PAVEMENT
N.T.S.
/-
ROOF DRAIN
RETENTION BASIN DETAIL
N.T.S.
NOTES:
1. PROVIDE 5'x5'x4"
THICK CONC. SLAB
o ALl EMERGENCY EXITS.
EB #5936
NEW BLDG.
FIN. GROUND
P/L
SEE PLAN
FILL GROUND AROUND
BLDG. TO 3" BELOW
FIN. FLOOR ELEVATION
& SOD
MAX. SLOPE 4: 1
MIN. SLOPE 2%
fUTILITY (i.e. SANITARY
SEWER, WATER SERVICE,
FIRE LINE OR STORM
DRAIN) BY SITE CONTRACTOR
TO 5' FROM BWG.
~
2_ CONFORM TO ABOVE
DETAIL FOR PLACING
WAlKS AT THE BLOGS.
I NES Comm.: 0445 I
I Drawn By: B.J.V. I
Checked By: H.G.
PLACEMENT OF CONCRETE
SLAB AT ALL BUILDINGS
N.T.S.
. ....
.~<II!' '
2" TYPE PC-3
ASPHAlT 0 1/4"
PER FT. MIN.
EXCEPT AS NOTED
UTlU1Y WITHIN 5' OF BLDG.
BY PLUMBING CONTRACTOR.
FINAl.. CONNEcnoN BY PWMBING
CONTRICTOR UNLESS OTHERWISE
COORDINATED BY THE G.C.
GROUND TRANSITION
AT THE PROPERTY LINE
RADE
WATER MAI~ III~. ...~
STORM DRAIN
Issue Date: 09/17/04
Revisions:
No. Date Descri tion
GROUND PREPARATION
AT ALL BUILDINGS
N.T.S.
N.T.S.
UTILITY CONNECTI~
AT ALL BUILDINGS
N.T.S.
1-1/2" TYPE PC-3
ASPHALT 0 1/4"
PER FT. MIN.
EXCEPT AS NOTED
18" MIN. VERTICAL CLEARANCE
I
(D
, --.. j~~,III!1ll11'-_".- IISI.
· :i 10
10_
I') ~ WATER MAIN OR
STORM DRAlN"'-.
IIIM".....".. .w
10'
L1MEROCK BASE
F.D.O.T. CERTIFIED
COMPACTED TO
98% MAX. DENSITY
IN R.O.W. & DRIVEWAY SECTION
N.T.S.
D.I.P. IS USED IN PLACE OF P.V.C.
FOR A MIN. OF 10' EACH WAY
FROM II OF WATER MAIN WHEN
THE VERTICAL ClfARANCE BETWEEN
I' WATER &: SEWER MAINS IS 18" OR LESS.
18" OR MORE VERTICAL CL I
~,0<'#/dW##hW#~
P.V.C. OR V.C.P. "InTI:".
SAN. SEWER GRAVITY MAIN ~
CONCRETE ENCASEMENT OF
SANITARY SEWER GRAVITY
MAIN IS NOT PERMITTED.
GRADE
---.. ....~
. .
IO~
~ WATER MAIN I') ~
+
10' MIN.
HORIZONTAL ClfARAN~E I
STORM SEWER +-
OR SAN. SEWER
GRAVllY MAIN
ON SITE
PARKIING & DRIVEWAY SECTION
N.T.S.
3/4" SAMPLING
COCK
NEW SURFACE
(SEE NOTES 1 & 2)
EXIST. SURFACE
:~~~~~~~;::~~~~:~~~
:.::;;.:':':~';;H.- :i':-:;;.:-:;;.:.'
/
/
l'
SAMPLING
ARRANGEMENT
INSTALL 2" PLUG
(AFTER REMOVAL
OF SAMPLING
ARRANGEMENT
THRUST BLOCK
Note:
LOCATIONS OF
BLOW-OFFS FOR
WATER SAMPLING
TO BE PER
PINELlAS COUNTY
HEALTH DEPT.
ENGINEERING DIY.
CLWTR. OFFICE
538-7277
VERTICAL CLEARANCE
HORIZONTAL CLEARANCE
FINISH GRADE TO
1" BELOW
EDGE OF WALK
MEDIUM BROOM
FINISH CONC. WALK
EXPANSION JOINT
1-1/2" RADIUS
VERTICAL CURB
PAVING
EXIST. SURFACE
WATER MAIN & SANITARY
SEWER CLEARANCES
N.T.S.
VARIES I
EDGE Of' P\IMT
BACK Of' CURB
SOD
SHOUlDER
6' FeR DRIVEWAYS
8 FeR ROADWAYS
fL MEDIUM BROOM
FINISH CONC. WALK
r FINISH GRADE TO
1" BELOW
EDGE OF WALK
2' LEVEl. '
SHOULDER VARIES (SEE PLAN) ~
IIII:I~;'~~~"_'~/";~~~' ~";?~tLI:1I I
- 1I11~1I1= 1I11-{1I -
"--- COMPACTED FIll. OR
UNDISTURBED SOIL
REPAIR OF PAVEMENT NOTES:
1. ASPHALTIC CONCRETE PAVEMENT SHAll. BE MECHANICALLY
SAWED AND ALL SURFACES TACK COATED.
2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND
THICKNESS; WITH MIN. OF 1-1/2" ASPHALT F.D.O.T. TYPE S-3.
3. BASE MATERIAL SHAll. BE PLACED IN 6" COMPACTED LAYER 1111-. -I 4~ .. .~-:;. - -,'
TO 9S% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO == .:":-. ._--~--~ '",-':':'
T-1S0 LAB REPORTS ARE REQUIRED. - 1111==1111 :::~'::
4. BACKFILL FOR TRENCH SHALL BE PLACED IN 12" COMPACTEDCOMPACTED FILL == ~_.;_'_
LAYERS TO 100% OF MAXIMUM DENSITY AS DETERMINED BY OR UNDIStURBED ; ~~<.~:
AASHTO T -99, LAB REPORTS ARE REQUIRED. SOIL m tf;;;~: == ---
:;~~:;l:.11111111
iITi ~~,-~-: III
~IIII
PAVED R<W)
SOIL 10 BE COMPACTED
10 100X OF loW(. DENSI1Y
PER MSHTO T-99
BASE
COMPACTED
SUBBASE
NOTE:
PROVIDE 1/4"
CONTROL JOINTS
o 4'O.C., 5' O.C.,
S' 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
BLOW-OFF &
SAMPLING POINT
N.T.S.
SOD
REPAIR OF PAVEMENT CUTS
(SOD 3' STRIP EACH
SlOE OF CONe. PAD
MITERED END
~ F.D.O.T. INOEX 272
...,
N.T.S.
SOH. 10 BE COMPACTED
10 100x OF MAX. DENSITY
PER MSHTO T-99
en
o
c
z
o
(.)
a::
o
CD
a::
<C
::E:
~
CD
NOTE:
PROVIDE 1/4"
CONTROL JOINTS
o 4'O.C., 5' O.C.,
S' O.C., OR 12' O.C.
& 1/2" BITUMINOUS
EXPANSION JOINTS
o 40' O.C. FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER.
WHEN SIDEWAlK IS
TO BE REMOVED &/OR
NEW SIDEWAlK IS TO
BE ADDED, IT IS TO
BE REMOVED TO THE
NEAREST EXPANSION
JOINT.
DFlVEWAY COtN:C11ON
SHOU.DER PROFI.E
N.T.S.
en
....I
-
t:3
LLI
C
LLI
....
--
en
....I
-
>
-
(.)
N.T.S.
FLUSH CURB
RAMP DET AIL
N.T.S.
.
<(
c
.02
cO
>....
....LL.
CD ..
~
~~
~;
<I:~
CD<(
OW
0....
U)(.)
CONCRETE WALK DETAIL
N.T.S.
TOOLED GROOVES
3/8" WIDE. 3/8"
DEEP. 3" O.C. TO
BE MADE AT INITIAL
POURING
1-1/2"R
EACH PARKING
SPACE SHAll. BE
CONSPICUOUSLY
STRIPED IN BLUE
AND WHITE PAINT,
AND SHALL BE POSTED
AND MAINTAINED WITH A
PERMANENT, ABOVE-
GRADE SIGN BEARING
THE INTERNATIONAL
SYMBOL OF ACCESSIBILLlTY
AND THE CAPTION
"PARKING BY DISABLED
PERMIT ONLY".
SUCH SIGNS SHALL NOT
BE OBSCURED BY A
VEHICLE PARKED IN THE
SPACE. ALL HANDICAPPED
PARKING SPACES MUST
BE SIGNED & MARKED
IN ACCORDANCE WITH
THE STANDARDS
ADOPTED BY THE
DEPARTMENT OF
TRANSPORTATION
AND A.DA
BLUE
BACKGROUND
CURB
GALVANIZED METAl
SIGN POST WITH 3/S"
HOLES DRILLED
ON 1" CENTERS
8IBN SPECFlCATIONS
PARKIG BY 1. 18"x12" LOGO SIGN
DlSNII J:n 2. 2 SIGN COMBINATION
1" SERIES "c" REFLECTIVE SHEETING
PEFMT LETTERS
ON.. Y 1/2- BLACK 3. LETTERS TO BE
BORDER 1" HIGH SERIES "c"
1.5" 4. SIGN TO BE MADE OF
$255 FIE 1" AlUMINUM
1" 5. POST TO BE MADE OF
F.s. 318.14 1" GALVANIZED STEEL
1.5" (SEE DETAIL)
3" 6" 3 6. SIGNAGE PER A.DA
F1P - 88 REQUIREMENTS
.
IX)
j...
WHITE
BACKGROUND
FINISHED
GROUND
FLUSH CURB
THIS DRAWING IS AN INSTRUMENT.of ,SEiMcE lAND sH.4t.. REMAIN THE ~6PERTY OF THE
ENGINEER, AND SHALL figT BE. R~ROD\JCIiDL PWOOsHED_crR . USED. IN. AN't WAY WlTHOlJT
THE CONSENT OF TH~GINEER;, .' (~ \1.. I I r: 'CG>.ce ,_OO4;'NOT PUBUSHED
c , -... I r,' \ .
, ~ . .' .
,f ! . (~
,i- .... ,( .
3000 PSI CONC.
WHITE .
BACKGROUND co
.
.,.
N
C5.1
.
co
SYMBOL SHALL BE 5 FT.
HIGH & WHITE PAINT COLOR
200+
12"
HANDICAP PARKING SIGN DETAL
N.T.S.
HANDICAP PARKING STRPING DETAL
N.T.S.
HANDICAPPED PAVEMENT SYMBOL
N.T.S.
HANDICAP RAMP DETAIL
N.T.S.
SIGN POST DET AL
N.T.S.
" ~,
,'. ,""
SECTION 8 & 17, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA
...
~
-
-
-
CLEARWATER
HARBOR
UNPLATTED
-
-
-
~
-
-
-
-
..
3D' DOCK
SE18 ACts L~J": 39
P.8.3B,P .
-
-
-
-
---
--
WOOD
DOCK
---
---
WOOD
DOCK
. X. XX
X.XX
WOOD
DOCK
WOOD
DOCK
~
:f7 FPKND rk'
b<' PLS 3138
b<'
WOOD
5" DECK
6'xO.7' CONC. ~
BLOCK WALL -" 24.B'
CONC. (2) STORY C.B.S.
BLOCK
SHED ADDRESS -600
LLF.EL.-7.52
24.0' 6' WOOD
\ --- I
FENCE
\ I ~ 4"* 4"*
\ I Y
"\"
\ :7 I -"
a
() () (]I (]I
-- 0
I ~o.. 0 () ~
\ -- z z 0
in CD () ()
LOT 5 z
BLOCK A 0)('101 POOL 0 ()
I . . 0 (Xl
\ ",,,, ITI ITI a
.. () () :E
... ... ^ ^ f?- a
\ DIRT I !,&J!,&J
MOUND ^
CoCo
I ('101('101
\ mm CONC.
.. DECK
. .
\ I ... ... LOT S
('101('101 \B"
zz SLOCK A
L -- ~
FPKND
PLS 50~
o
I
I
10
20
~ON~~
LEGEND:
Q = DENOTES WOOD POWER POLE
-----) = DENOTES GUY WIRE & ANCHOR
.X.XX = DENOTES GROUND ELEVATIONS
LEGAL DESCRIPTION:
A PARCEL OF LAND LYING INS SECTIONS 8 AND 17, TOWNSHIP 29 SOUTH.
RANGE 15 EAST, PINELLAS COUNTY, FLORIDA. BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
ALL OF LOTS 6, 7 AND 8, BLOCK A OF BAYSIDE SUBDIVISION No.5, ACCORDING
TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 38, PAGES 38-39
OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA. TOGETHER WITH
ALL RIPPARIAN RIGHTS ABUTTING SAID LOTS.
CONT AINING 0.558 ACRES MORE OR LESS.
3 5' AL\JM\NUM
. FENCE
CONC.
DRIVEW A Y
38.2'
CONC.SLAB
o
~()
VI <0
(Xl fT"IZ
q ~0
:..(
MOORINGS TOWNHOMES
P.B. 126. PGS. 78-79
A
BFP
CB
CONC.
o
FCIR
FIR
FND
FN/D
F/NAIL
FPKND
ID
LB
LP
OHW
ORB
P.B.
PCC
PGS.
PLS
P.O.B.
P.O.C.
PRC
PRM
(P)
(M)
(F)
(R)
(C)
(0)
RLS
SPKND
WM
WPP
(/)(/)
--
--:~
(J\O
O!~
(J\~
O! ..
~~
RY C 8.S.
(1) S10 SU8'S
MR. .612
ADDRESS 7 27
LLF .EL." .
(2) STORY C.B.S.
TOWNHOMES
-i$
~O
oeo
Q~
--
-00
--
g~~
~~1,:/ g~'\~
-:<"'O~ ""\1 ~ 1,:
~~~
\..'~~ %~ s€
'O\J~\..'~x'
~\'{\
_ ~O
3B.2'
WALK
5' CONC.
CONC.
PARKING
(]I
O'l
~
0.5' CONC.
/-
0.4'
26.0'
LOT 8
SLOCK A
-
H~HW----
ASPHAl T ~ ~
PARKING
A-69 .B' (P)
CHD.-26.37'(P&M)
CB-N810 53'29"W(P&M)
--,
~~~
'S
IS
"il'
~
-
-:::::::===
- -
----~
-
-
-
~
LEGEND:
1. BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 6. BLOCK HAH.
ACCORDING TO THE MAP OR PLAT THEREOF. HAVING A BEARING OF NORTH 21049'26H EAST.
2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988.
3. BENCHMARK - LAB INS BENCHMARK BRASS DISK IN CONCRETE MEDIAN. STAMPED LP-15.
ELEVATION = 4.191.
4. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL
RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY.
5. ALL PROPERTY CORNERS ARE SET CAPPED (5/8H) IRON ROD. LB 6928 UNLESS OTHERWISE
NOTED.
6. FLOOD ZONE INFORMATION:
COMMUNITY PANEL No.: 125096 0104 G
FLOOD ZONE: ZONE AE (EL.11)
REVISED MAP DATE: SEPTEMBER 03. 2003
~ CURVE DATA
R-3200.00' A-197.521
CHO.-197.491(C8cM)
0-03.32112"
CS-N79. 53128"W(C8cM)
@ CURVE DATA
R-5000.00' A-S.281
CHO.-S.281(P) S.5S'(C)
0-00.04118"
CS-78.05112"E(P)
CS-8S. 19I07"E(C)
~ CURVE DATA
R-4880.00' A-S.111
CHO.-S.111(P) S.111(P8cM)
0-00.04118"
CS-N78.05112"W(P8cM)
"....'.
".~;., ~ J\ t(:'~"" '
(' <:... . "'".:.. .;;".
,,,,\ .'\~\ ..P"-,,,', :--
............' . .of It.: ...,.....
_. . n '_ .. ,,"
b':~. : : :~;:K!\lf!l1q~ 18;';4 ()J
BRUCE A"t'.,)K"!-f;I ... .. . .. . ""'
N;L~:~,i~ :r~.rr~D~~~~!l~AND ORIGINAl RAISED
SEAl OF A ft.~lD.'L:tCENSEO SURVEYOR AND MAPPER
~ CURVE DATA
R-1000.00' A-173.521
CHO.-173.251(M) 173.311(C)
0-09. 5S132"
CS-S72.55138"E(C)
CS-73.09IOS"E(C)
NO.:
BAYSIDE SUBDIVISION No.6
P.B. 38. PGS. 38-39
LOTS 6-8. BLOCK. A
FORa MIZE .. SEF AIR PROPERTIES. INC.
1725 v. EAST 7TH AVENUE, SUITE 2
TAMP.... FLORIDA 33805
REVISION
BY:
KLEIN &: ST AUB . SURVEYING, INC.
PROFESSIONAL SURVEYORS AND PLANNERS BOUNDAR T &;
8018 OLD COUNTY ROAD No. 54 TOPOGRAPHIC
NEW PORT RICHEY. FLORIDA 34853
OFFICE. 727-834-8140 FAX' 727-834-8150 SUR VET
LB 8928
= DENOTES EDGE OF PAVEMENT
= DENOTES TOP OF CURB
= ARC DISTANCE
= BACK FLOW PRE VENTER
= CHORD BEARING
= CONCRETE
= DELTA
= FOUND CAPPED IRON ROD
= FOUND IRON ROD
= FOUND
= FOUND NAIL AND DISK
= FOUND NAIL
= FOUND PARKER KALON NAIL AND DISK
= IDENTIFICATION
= LICENSED BUSINESS
= LI GHT POLE
= OVERHEAD WIRES
= OFFICIAL RECORDS BOOK
= PLAT BOOK
= POINT OF COMPOUND CURVATURE
= PAGES
= PROFESIONAL LICENCED SURVEYOR
= POINT OF BEGINNING
= POINT OF COMMENCEMENT
= POINT OF REVERSE CURVATURE
= PERMANENT REFERENCE MONUMENT
= PLAT
= MEASURED
= FIELD
= RADIAL
= CALCULATED
= DEED
= REGISTERED LAND SURVEYOR
= SET PARKER KALON NAIL & DISK
, = WATER METER
= WOOD POWER POLE
-0
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=
=
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SCALE:
1"-20'
FIELD BOOK:
DRAWN BY:
PAGES:
BAI<
XXX
JOB No. : 040075.2
CHECKED BY:
40
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20-23
SHEET No.: 1 OF 1
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TYPICAL FIRE HYDRANT SETIING
"
BLOWOFF DETAIL
Inlsh To Existing Surf'ace With
PC III Asphaltic Concrete
1-1/ 4'
N.T.S.
5/8'
Min. 4 RequIred
N.T.S.
-16~ r-
-16' r-
ONLY APPROVED
Hydro.nt AsseMbly
(Typ.)
Kennedy Guo.rdlo.n No. K -BIA
Muller Centurlo.n No. A-423
U.S. Pipe Metropollto.n
.'
_ . Qr:1g1':llll Paving
. DrlglnGl llo,se
Dlsto.nc:e Vo.rles
--
I J
.-
IB' Min.
24' Mo.x.
... t/l
".
Box
Box
Non Skid
Po.ttern
Required
RING - HALF PLAN
Required
-
N
L.
a
OI'Ipacted Base - Thlcknttss of' Original + 2'
MInII'lU" Thickness 8'
Ec:lIpse No. B5-B ~
Blow-Off Assy.
Inc:ludlng Loc:kClble
Co.st Iron Box
-
..,.
"
(Y)
I
-
s:
:i:
&
SOLID COVER
-
\0
J
N
-
..,..
"N
7L.
I 22-3/4' I~ 0
~~I
MClc:hlned Surfo.ce
hpplng Sleeve" Vo.lve
By City, Fee by
Owner or Contro.c:tor
~2' BrClss
iMech. Joint Vo.lve
NDTES
Trench backf'Rled In 9' cOl'lpacted
layers. Dttnslty talcen eVllry 300 f't.
2 Base !'lay bit replaced with Asphaltic
Concrete with prior approval of'
City Englntter.
3 Dn longltu~Ir'\Q1 Installation requiring
resurf'aclng f'ull width of' pave"ent,
f'lnlsh base to I'IGtch existing pavl!!'lent
surf'ace and pr~. Then resurf'ace as
directed by thlr City Engineer.
'Wo. ter Mo.ln
2' Bro.ss
t
.~
..
Connec:tlng Plec:e w/lntegro.U I
C:ClSt Mec:h. Joint Glo.nd on uy
one End- D.I. Roto. to.ble Mec:h.
Joint GlClnd on Other End.
RING - SECTION
MiniMUM 'Weight 7' 232 lbs.
9' 278 lbs.
'-RestrCllnlng Joint (Typ.)
~90' Bend
SOLID COVER SECTION
MiniMUM \oIelght I2B lbs.
Resto.lner Pl/"
Per Deto.ll No. 403
NOTES
1. "'here roo.dwo.y bo.se Is 8' or thlc:ker use 9' rln ,
o.ll other c:o.ses 7' ring Is perMissible.
2. Manufo.c:turers Model of storM ring Clnd cover t
be Clpproved by City Engineer.
CITY Df CLEARWATER, fLORIDA
ENGINEERING DEPARTMENT
I. TYPICAL HYDRANT o:v ;:/
SETTING
PPING SLEEVE" VALV
_. BY CITY 41F4
o
""
,,~
Z III 11\
_ 1:11\
Z :).-..
Z '^=
~ ..:~
.. =a
A. c= c=
" t:9
Z A"
~ Z ...
~ ~9i
.. ......
III~
~~
.. ... c=
- \I ~
~ ... III
:;. 0...
\J ~\I
.
CITY Df CLEARWATER, F"LORIDA
ENGINEERING DEPARTMENT
STREET REPLACEMENT 7/92
fOR UTILITY AND IlL
DRAINAGE CUTS
CITY Df CLEARWATER, rLORIDA
ENGINEERING DEPARTMENT
-w.= If :::
CHDCDy .. If SANITARY SEWER INIIEX IlL
~ MANHOLE COVER 3DI
NOTES.
1. All Fire Hydro.nts to Iho.ve 5 1/4' Vo.lve Seo.t.
2. See Index It 407 for JClc:k .. Bore Deto.lls.
I. V.D.
BLDverr
DETAIL
Novo
If
GL.I.
CJUt.
IWN. .n:
IElIaltPTIIIIl
1 9Il!5I96
__ e.
IDallPI1DI
v..o.s.
_.
IWN. .n:
IEICIIPTDl
llF 1
_.
G.C.H.
IWN. .n:
-
_.
REV. .n:
1 IF 1
I IF 2
D.6JI.
.
EB #5936
21~
;WM
Cl
-
N
"
....
LI' 95/8' 'I
~/////~
t
~ See Index No. 301
3' /
Q ~ 4 'ny... of brlck
Lot
Lot
Lot
RI\I
I
f'r/w line
I
. "
-- -- - - - _l_ -- - - -\lClter
Cur
Finish gro.oIe to
allow 0.4' Min., 1.0'
MClX. fo.ll frOM
property line to
JIfCleClnout Plug
-- --
PClol 4'
1'-6' Sq.
Mall'l- -,- - - - .L - - - - - - - - -'
I
I
,
Vo.rles
NES Comm.: 0445
I Drawn By: B,J.V. I
I Checked By: H.G. I
, C
0_
-::E:
@
\oIo.ter Servl
<Typ.)
So.n. -
if
Approved bo.rrel Joint seClls
o.re 'O-Rings' o.nol 'RClM-Nec:ks'.
Two c:ontlnuous rings o.t Clll
Joints.
i
Conc:entrlc: c:one (Flo. t c:over
on sho.llow Mo.nholes 0' to
4' depth)
Ir=-: :::: ~
L
~13:~2'~
Curl:f'\
Conc:rete
Thlc:k x
~
SldewCllk
Steel relnforc:eMent
5' Min. wo.ll thlc:kness
type II o.c:Id reslsto.nt
c:eMent 4000 p.s.l.
Grout fill opening with
non-shrink Morto.r
WPl 6
NOTE. SANITARY LATERALS TO BE 21
'WITHIN 10' OF CENTER OF LOT ON
Do\lNHILL SIDE OF CENTER OF LOT.
-1 -10'
~
I
c' Joint In pipe entry
"'-Side Lot Line
<Typ.)
6' or B'- liB Bend
Lot
Plug
(See Note)
Issue Date: 09/17/04
Revisions:
No. Date Descri tion
~
PLAN VIE\I
CITY o'WNED
AND
MAINT AINED
HoMEO'WNER O'WNED
AND MAINTAINED
RIM M.H.
of Street
\ "\.... 2' Joint In pipe entry
~ (Typlc:o.l)
P.V.C. pipe requires MClnhole
Clolo.pter c:oupllng by Flo
Control, Inc:., or Clpproveol
Wcl ter stop c:oupllng.
Poured Enc:o.seMent
Sewer MClin
'Wo. ter MClin
CLEANDUT PLUG DETAIL
6' Servlc:e Lo. terCll
Grout flow
DET AIL
CLEANDUT
MClin
N.T.S.
So.nltory
N.T.S.
NOTES
1. PreC:Clst MClnhole drop MClY' be o.pproveol by City
Engineer. Shop drawing SUbMltto.l required.
2. Drop required when 2' or over.
3. MClnholes sho.ll hClve o.n In1terlor o.nol exterior c:o
of cl t leClst 15 PIlls dry thlc:kness PRoLo EP214-
Epoxl-MClstlc: or Koppers bltUMo.Stlc blo.c:k solutio
300M.
SECTION
ANY VARIANCE MUST HAVE
'WRITTEN APPROVAL OF THE CITY
ENGINEER.
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
STREET LATERAL
DETAIL
Cleo.nout plug to be
U.S. Foundry 7621
or equCll.
NOTE.
PROFILE
~ITY Dr CLEARWATER. F"LORIDA
ENGINEERING DEPARTMENT
SANITARY LATERAL.
I.V.D. LDCA TIONS
CITY IlF" CLEARWATER, FLDRIDA
ENGINEERING DEPARTMENT
W If PRECAST ,":
SANITARY MANHOLE _IlL
DETAIL
OUTSIDE DROP e IF 3
NOTE.
All lCl terCll Mo. terlClls, Including
o.pproveol CleClnout ho.rolwo.re, o.re
to extend to the R/'W or to the
eo.seMent line clS noted.
REV. .n:
IDallPI1DI
_.
~ DAlE
--
_.
IWN. DIln:
REV. .n:
-
IEIClIII'TIIII
_.
_.
/ /
',:,
9' 'When rOo.dwCl bo.se Is B'.
l' 'When roaolwClY bo.se Is
o.ll other c:ases.
~SI
If
Remove Curb If Exllltln
Exlllt Cone DrIve
See Index No. 301
4.
TYPICAL DRIVEWAY CROSS SECTION
R.O.W. Un
^
~ x
1:~
d
>M
..,
CI)
o
c
z
o
(..)
c:::
o
a3
c:::
<C
:c
~
a3
PLAN VIEW
!~
8'
Il
4' Mln Rllllldlll1tlal Strllet l' Clt R
5' MIn Artlll1al Strllet 2' County R
.eS'O
22
"'N.2
Remove Back of Curb on Statll or Vertical Curbll with a vertical Saw cut
or Remove IIIltlrll Curb ond Replace 011 Part of Sldllwalk Ramp.
m Modlfllld ond Volley Gutter Curbll
join exlllt back of curb
I 12. eTextured Surface
1" c:::==-- Mox Slope
~ --.....{'.... ~.'
..'Il ;~ ." ....-... ..... . Remove to on
'........1 /2" Exponlllon Joint eVllll joint or 1I0wcut
CI)
....I
-
~
LLI
C
LLI
~
-
CI)
....I
-
>
-
(.)
Plug
(See
1/4. per foot
CeMent Grout
As Required
@ 12'
_":"": .;'.....,: .:._-:.:,...:_r-
.
<C
c
.ii2
cO
>...1
...ILl.
IICla ...
>-ffi
~!;:(
<C~
1ICla<e
OW
0...1
(Dc.,)
6'
3000 pili Cane 4. Thick. Canlltr.
s. Thick at Drlvewoye with
6x8 II 0 Weldlld Wire MIIIIh.
See Note 7.
4'-0'
Back of Curb
PLAN
SECTION A-A
SECTION B-B
SECTION A-A
~
1. PrO'4lcIe Tooled _Ill At D'-- -Int The WIdlh.
AI... 1'1_ Exp......... _Ill At 0rMwa)L
2. If Some PhJ8lcd 0belrvctIan ExIellI ..Ic:h ""-Ill
The PIacho Of SIcIewaIb Ae Shown. CGntoct The
En9/n-'nQ IlhIalon Fer A1t_ate location.
3. _ And 0lIMr Spacere .. Not Be Permitted
In SIcIewaIle or 1lrtwwa)'L
.... No Coot.... Of ""= .. Be Permitted On CGncrete !IIcIeldl8 or
Ilrtwwa,. Wlthaut Appr'CMII Of The CIty EnaJn-.
5. All Concrete Shal Be JOOO .... ..... . 28 Da)'L
I. Concrete Surface to be LJvht er-n FlnIIII.
7. CGn'" Ilrtwway ConetnIctIan IhaI be ,. lhlde . llxIl/l0lc10 W.W.F_
UDlES!.
LGI'Ip holes shall have 0. waterproof'
b1twdnous coating on the l!xterlor,
Koppltrs BlttMastlc Black 300M, or
Proco EP-214.
Plug to bit plastic with "D' ring or
VC with "D' ring.
P.V.c. pipit mtry reqW-es transltlt
..o.nhole coUDllno acCl!s!SGrY by
Johns Mo.nvllle Or equo.l approved
water stop coUJll"lg.
8. Rompe ShaI How 0 ToetIe SI.Ir'- TlIlCturod to 0
~lh Not ~ 1/r by u.. of Tamp er ......
In CGnronn- with Requhmenlll of FOOT
ROCIdway and TnIfllc Dee9l StancIor*, DetoI 304
or _ R_t IlodIIIcatIane.
CITY IlF" CLEARWATER, f"LIJRIDA
ENGINEERING DEPARTMENT
CITY IlF" CLEARWATER, F"LIJRIDA
ENGINEERING DEPARTMENT
T'tPICAL SIDEWALK
CONSTRUCTION AND IlL
RAMP DETAIL
SANITARY SEVER
LAMP HOLE DETAIL
e lI9II
--
REV..n: .-.rDI
_.
11m _ art! "" .MI
1 IF I
REV. .n:
-
_.
t llF:5
THIS DRAWING IS AN INSTRUMENT OF SERVICE Al4.PPtt!SM.L .1t~N THE PROP.. ERTY OF THE
ENGINEER, AND SHAlL NOT BE REPRODUCED, 'PUSUStrol' <m IN Atff WAY WITHOUT
THE CONSENT OF THE..-iNGINEER. .' ",I'. , ' ,4 NOT PUBUSHED
/' ~~.,- ..G,. .' ..':" ' ~~"",
. . (' \, 't t ..~ \,'
. .J .;; ._,'"
C5.2
\ ", I <!'", ~ . 1) .. . e - ~
i. ,~: ~< .
It!
.. z ~~
J e;~
_ . ~z
- 1-"2
~ -A.
o ~~
A. !:: z
Z xi
. .:1:
~ ..."
L.. ~ III
r- .1-
m=
· ':'Z
.. ""..
~ ....
~ ...
I- ~~
Z 1'4.
III to- III
t-
z
o
~
-
>
Z
III
-
34
PS
l_tIl
tn.
I
\
CLEAR WA TER
HARBOR
I
6
SP
-
EX. BOATDOCKS
TO REMAIN\
,
WOOD
DOCK
WOOD
DOCK
~ II ~g8~ II
~~ \. .fi~
r~EX. SEAWAL \ ~..,~
~ --- _ .. _ _ - - .. - - - '1f.2 ,
~ :T - - - - - ~ e b- .. ,
~;~---_-;;d-:-_----:OO ';;;L \ ~
~ 'IV U ,
IV V .IV V IV .JU V V UV L/ V .JV IV V '
.\t\l
..
1
DL
.-::::::::-
I
sod
. 0
""
" ~
~ E=
z ::> to-
Z '^=
. ...:.
.. I:t a
A. ~-
I-~
a '^9
Z a'"
~ z ..
~ .m
.. ... I-
III.
. ~~
...~
".
"'11I
0...
."
3
SP
I
\
,
1
6'xO.7' CONC~
BLOCK WALL "-..
3
SP
.JV
---
~
~
1
DL
~=
,,16.7
,
,
c::==J c:::=::=:a t:.= c:::::==:=J c::::==::I c:::== c:::::::=:::I c==::::J rt' t:==:::::I c:::==:::I c::::=:=:::J SA c8.1J .
I' 6.6 I' 6.3 II ~ =tf.1 I' = ,I
I' II II I' II I
I' II II I' II L .--~ '")
! ill ! ! ! < 7 J\;~' '~JNGS ]OWl\:#l-I{)/\i1T,(i;; I
6.3 ,; " I; ,; I; ~~ --- . I SP J
:' " 'I " I, "
< :: 6.3 ill :: [1] 6.0~ ~ :: ~75:: ffi] :: 5:1-.~
~I: ~ ~ ~ ~ ~ _,'~
,I I, " II II I, ~ L--
>< ': :' :1 :' :' :'
~\I ~ = dU ' 6.5 6.4 ~~ = = ~ =~61~ ~ = = 6.~.' = JM)~~~
~ 69 77/c; v7/77/A 6.8 c.o.. tf.6"" 6.6 ~t.o. 6.8.... GENERATOR .~
I ~ "-6.8 - 6:4 LAJ ..-..... I I T I 1T n-.....,II-&\r.i ROOM:::
~ ~~ w./) \ LOBBY FL. EL. 6.9 r +[-1-1" X -1+1" I - 2 . .. .
~ \ J:. '- 'I ~ -.x..n +
.. + ~ ,> ~ IIX ~</ sod ~...- .. _..h-f V d; I \.
v-~ ~ ~ \ 't- ~ lI:cu c../ >-l ~ '" ~ D~ so I I l EX. ~. WAL'35 -
~ "1 ~ \ L >< >-< d ..qy_ J;ec 0 ! L__, '.), ~ ,t
... ,~ \ ~. 61 ~ l7~~ so ~Y""A!~" ,\:lJ ~c 7 I- PD ~
~~ t ~ \_~t . .... ..~ ~Jta._ ...." N \. \ --
l'\. ~~", \ ,q -..s, t) ?:'\~ l ~ ~~_...... ~ \ \. ~ ~
\v rL Ir-~ :m ':71 ~,~..]..'i ~G."l~ ..'- :),.. ~- ~ -- -kir . T
> d ~ "'~l,~~+'hII+) \ 5.5 ~ v ~ '\!~ .r -@l VI rr,', 53
~2~~20' dJrJj:. ".5 \\ ~ ~l --- c \ o. E. 'y\ {A V
'" {RIANGift ..... __ "'" ... -, ' ~ \ _
..J-.<. _ -- I "-..... EX. \'AIAMI CURB ~
~ / \ TO RfMfilfdv. LA r. -
.-r 20'x20' IG \ C'A. _ _ _ _ _ - "~'I '\.-
TRIANGL \
_ - '- - ___ - EX. SAN. I 10 ,
\ _ - - - ---=Vl(F-) - . EL. 5.47, S P 1 -----==
,.--EX. LAT. _ - INV. . 1.6' ~ ~
I _.~ ,
_ _ - - -~-----;i~~~Tqt~;:T I ~ ~ _---- _l- ---=;{;7:;- -------
_ --- 3B}S~~~C. GUTTER ~, --I NG
:.~
FHA
-
~
,
HAI?130R VIEW GRANDB'
(UNDL?!? CONS71?UC710N)
2
DL
\
I
.....
2
SP
1
DL
-
NEW BUILDING- ~
4-STORIES ABOVE
'ARKING GARAGE
.-
-
-
2
DL
-
3
SP
-
I 2
I DL
-
3
SP
":"'.
1
DL
.,
l()
~
-
I NES Comm.: 0445 I
I Drawn By: B.J. v. I
I Checked By: H.G. I
::
-
1
TB
0,
-
~
Issue Date: 09/17/04
Revisions:
No. Date Descri tion
~ CURVE DATA
R=3200,OO' A=197.52'
CHD.=197,49'(C8oM)
D=03032'12H
CB=N79053'28H\.I (C8oM)
,
I
--
3
SP
--
:.- -
-
~ CURVE DATA
R=1000.00' A=173.52'
CHD.=173.25'(M) 173.31'(C)
D=09056'32H
CB=S72055'3WE(c)
CB=73009'06"E(C)
~ CURVE DATA
R=5000.00' A=6.28'
CHD.=6.28'(P) 6.56'(C)
D=Ooo04'lS"
CB=78005'12"E(P)
CB=86 +19'07"E(c)
~ CURVE DATA
R=4880,OO' A=6.11'
CHD,=6,ll'(P) 6.11'(P8oM)
D=Ooo04'lS"
C B=N78005'12"\.I( P8oM)
1
DL
-
I
I
-
-
---
........- . LAT.
.J//!L-- \
1
,
I EX. lfB::- .. .. .. .. -
--..-
--
..
.J,.-
-
-
I 50 _ -, - ___ -
_'- -PD ----+---=-
- -
21 _ _,~I7:\
~:J..--- I TB I SP
..-~
.." "\
39
AV
...... EX. SA. H
I RIM. EL. 5. / T
INV. EL. 2. 15
11
NG
-
3
TB
-
-
I
I
-
5
~-- -
EX'I_"A_ I
FHA ~,'
~ I
-
-
-
1
TB
-
-
-
-
I
I
I
I
I
U)
Z 0
<C C
.... Z
a.. 0
LLI (.)
..... et
- 0::: c
CI) -
0 .0::
LLI co
CO >....
a.. ....LL.
<C 0::: m ..
>-01::
(.) <C ~~
CI) :c <t
C > ~~
Z met
<C c:c ow
CO 0....
40 .... U)(.)
-
Quantity Symbol Scientific Name Common Name Code Name Planting Size
77 8 Ixora "Nora Grant" Nora Grant NG 3-Gal,241x24"
1 1 . Nerium oleander Oleander OL 2 "_ C a 1,8' h t
85 ~ Podocarpus macrophyllus Yew podocarpus PD 3 -Gal, 30 "h t
43 * Sabal palmetto Palmetto SP B & B, 14' +ct
7 ~ Tabebuia argentea Gold Tree TB 2 1/2 "_ C a I, 1 0 ' h t
115 0 Viburnum odoratissimum awabuki Awabuki Viburnum AV 3-Gal,241x24"
34 . Pennisetum setaceum WHo FOUNT. GRASS PS 3-Gal,30"HT
SCALE. 1-.20'
20 0 10 20
BUTLER'S NUSERY, INC.
7011 75TH ST. N. PINELLAS PARK, FL. 33781
PH: 544-0445 FAX: 541-5027
L1.1
DESIGNED BY: R.BELKO
CHECKED BY: C.BUTLER
P"
."
HABIT AT 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 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 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 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.
10. 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
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.
...
P"
.:"'II
IRRIGATION 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 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.
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.
1l[g1~~ ~ ~[K][g1(UJ~ ~[b~~1l~~CG1 [Q)~1l ~~[L~
3" Minimum Mulch
3" Soil Saucer
Remove Container
From Rootball
Planting Soil Mixture
Existing Soil
SHRUB PLANTING DETAIL
N.T.S.
ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION
TO THE AIR TOXICS SECTIOIN 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.
5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT
AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS-
'.~APING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH
OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL
CONDITIONS WARRANT THESE AMENDMENTS).
6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT
COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN.
CONCRETE CURBING
.~
..
CROWN SPRfAD
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
l_tIl
In.
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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 SlIrveyor's Togging
Tope, 6 Length
3 - 12 Guage Galvanized Wires
Spaced 120 Around Tree an~
Set At A 45'Angle With 3- II 68
Duckbill Anchors Or Equal
Mound To Form Saucer
3" Minimum Mulch Layer
Remove Burlap From
Around Top Of Boll
Planting Soil Mixture
ASPHAlT PAVEMENT '
ROAD BASE ~
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
....
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(3
For Cabbage Palms:
All Trunks to be Smooth and
All Bum Mar1<s Brushed Away
For Washington Palms:
Leave all boots on trunk
2 Layers Burlap Pad at
Support Contact - No
Nails in tree Wood
Wire Tie
2" x 4" Brace (Yellow Pine)
Space Three at 120" Typical
Remove after one growing season.
2" x 4' Stake (Yellow Pine)
Three Feet Long
Remove after one growing season.
Saucer Rim
finish Grade
3" Minimum Mulch
Rootball, 16" Minimum
Radius From Trunk
Washed-In and Tamped
, : Planting Sail Mixture
;.' -'.' - Existing Soil
i ~
PALM STAKING & PLANTING DETAIL
N.T.S.
For Cabbage Palm Installation:
Trim All Fronds at Time
of Digging and Planting
For Washl~on Palm Installation:
Leave inSide raw of frands
TIe up with biodegradable twine
7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT
IRRIGATION.
8. LOW-MAINTENANCE DESI'GN.
TREE . SHRUB PLANTING DETAILS
1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION
SHALL BE BALLED OR BUR!LAPPED, BARE ROOT TREES ARE NOT AC-
CEPTABLE. ALL NON BIODEGRADABLE 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 FliRST 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 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.
j
TREE STAKING & PLANTING DETAIL
ADJACENT TO OR WITHIN V.U.A.
N.T.S.
CROWN SPRfAD
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
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C.?
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:x:
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~
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Remove Dead and Injured
Twigs, Trim No Leaders.
Retain Natural Shape.
3/4" - 2 Ply Reinforced
Rubber or Plastic Hose
White Swrveyor's Tagging
Tape. 6 Length
NES Comm.: 0445
I Drawn By: B.J.Y. I
I Checked By: H.G. I
Issue Date: 09/17/04
Revisions:
No. Date Descri tion
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 seasol'1
Mound To Form Saucer
3" Minimum Mulch Layer
Remove Burlap From
Around Top Of Ball
Planting Soil Mixture
Provide 0 minimum 5'x10'
unobstructed p'anting area
TREE STAKING & PLANTING DET AIL
N.T.S.
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1" X 4" Horizontal Wood
Members or
Approved Substitute
2- x 2"
Vertical
Wood Stokes
5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST
BE CONSTRUCTED SUCH TIHAT L1MEROCK, ASPHALT, CONCRETE OR ANY
OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO
THE PLANTING AREAS.
.
Barriers Placed at Protective Radius
2/3rd's dripllne for hardwoods 16'minl
full dripllne for pines 16'mlnl
.
6. THE PRACTICE OF TREE: TRUNK WRAPPING AND THE APPLICATION OF
PAINTS/TAR ONTO PRUNEDI 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.
....,j
.....
PINES
Full Dripline
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N.T.S.
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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
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.
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.
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.
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.
5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT
AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS-
CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH
OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL
CONDITIONS WARRANT THESE AMENDMENTS).
6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT
COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN.
7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT
IRRIGATION.
8. LOW-MAINTENANCE DESIGN.
WOOD \l WOOD n
DOCK DOCK \ \
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CLEAR WA TER
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EX. BOATDOCKS
TO REMAIN\
-
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NETAFIM DRIP
IRRIGA TION
IrrigQ tion HeQds T Qble
QUQntity SYMbol Sprinkler HeQds
89 e RAINBIRD 1800 SERIES 10 Series trQjectory 15 deg 180
15 EB RAINBIRD 1800 SERIES 10 Series trQjectory 15 deg 360
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I NES Comm.: 0445 I
I Drawn By: B.J.V. I
I Checked By: H.G. I
Issue Date: 09/17/04
Revisions:
No. Date Descri tion
en
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ORIGINAL
Architects'
Collaborathl
Incorporate
Architecture / Plannir
3802 Ehrlich Rd.
Suite 306
Tampa, Florida 33624
Ph: (813) 909-7100
Fax: (813) 908-7125
David W. Howard
Florida Lie. #: AR-Q0169j
COPYRIGHT
@2004 by Architects' Collabora
Inc. All rights reserved. The
arrangements depicted herein a
the sole property of ACI, and ma
not be reproduced in any form
without written permIssion.
REVISIONS:
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Architects'
Colla borati\l
Incorporate
BARREL SHAPED
ROOFING TILES
Architecture / Plannir
3802 Ehrlich Rd.
Suite 306
Tampa, Florida 33624
Ph: (813) 909-7100
Fax: (813) 908-7125
PAINTED ALUM. RAILINGS
(WHITE)
David W. Howard
Florida Lie. #: AR-00169j
COPYRIGHT
@)2004 by Architects' Collabora
Inc. All rights reserved. The
arrangements depicted herein a
the sole property of ACI, and ma
not be reprOduced in any form
without written permission.
PAINTED CEMENTOUS FINISH
(TYPICAL)
REVISIONS:
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Issue Date: 09/17/04
Revisions:
No, Date Descri tion
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CB=N79.53' 28'\.J(C8.M)
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R=1000.00' A=173.52'
CHD.=173.25'(M) 173,31'(C)
D=09.56'32'
CB=S72.55'38'E(C)
CB=73.09'06'E(C)
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CURVE DATA
R=5000.00' A=6.28'
CHD.=6.28'(P) 6.56'(C)
D=OO.04'18'
CB=78.05'12'E(P)
CB=86.19'07'E(C)
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CURVE DATA
R=4880.00' A=6.11'
CHD.=6.11'(P) 6.11'(P8.M)
D=OO.04'18'
CB=N78.05' 12'\.J(P8.M)
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. LEGAL DESCRIPTION:
A PARCEL Of LAND LYING INS SECTIONS 8 AND 17, TOWNSHIP 29 SOUTH,
RANGE 15 EAST, PINELLAS COUNTY, FLORIDA. BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
ALL Of LOTS 6, 7 AND 8, BLOCK A Of BA YSIDE SUBDIVISION No.5, ACCORDING
TO THE MAP OR PLAT THEREOf, AS RECORDED IN PLAT BOOK 38, PAGES 38-39
Of THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH
ALL RIPPARIAN RIGHTS ABUTTING SAID LOTS.
CONTAINING 0.558 ACRES MORE OR LESS.
,.
FLOOD ZONE INFORMATION:
THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE AE (EL.ll) PER FLOOD INSURANCE RATE MAP 125096-0104-G
. MAP REVISED: 09/03/03
SURVEY INFORMATION PROVIDED BY A SIGNED &: SEALED SURVEY BY:
BRUCE A. KLEIN, PSM No. 5052
FLORIDA REGISTERED SURVEYOR
DATED: JUNE 18, 2004
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SECTION 8&17, TOWNSHIP 29 S, RANGE15 E
CITY OF CLEARWATER
PINELLAS COUNTY, FLORIDA.
LEGEND
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EXIST. ELEVATION
EXIST. CONTOUR
NEW ELEVATION
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+ 10.00
NEW CONTOUR
EXIST. STORM SEWER
NEW STORM SEWER
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NEW UNDERDRAIN
EXIST. SAN. SEWER
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NEW SAN. SEWER
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EXIST. WATER SERVICE
NEW WATER SERVICE
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NEW INLET
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NEW BUILDING AREA
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TEMP. SILT BARRIER -^.~
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B.F.P.D. BACKFLOW PREVENTION DEVICE ~
F.H.A. FIRE HYDRANT ASSEMBLY
F.D.C. FIRE DEPARTMENT CONNECTION:
T.B.O. TEMPORARY BLOW-OFF
T.&V. TAP AND VALVE
,
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NES Comm.: 0445
I Drawn By: B.J.V. I
Checked By: H.G.
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C1.1 CIVil SITE DATA
C1.2 CIVil SITE SPLCIFICATIONS
C2.1 DEMOLITION tlTE PLAN
C3.1 STAKING SITE PLAN
C4.1 GRADING, DR,df!AGE AND
UTiliTIES SIT.: F1AN
C5.1 CIVil SITE DE' AILS
C5.2 CIVil SITE DE.fAh..S
L 1.1 LANDSCAPE t ~Tt PLAN
l1.2 LANDSCAPE LEl AILS AND
SPECIFICATiONS
REZONING APPROVED SITE DATA
OCTOBER 21. 2003
CASE I: Z-1-9-03 EXISTING (E) PROPOSED (P) REQUIRED
ZONING: T T T
LAND USE: RfH RFH RfH
8 OVERNIGHT ACCOM. UNITS
2 OWNER CCC APTS. 19 ATTACHED DWELUNGS ATTACHED DWELUNGS
1 VACANT COMM. SPACE
USAGE: 1 REST AURAUNT
LOT AREA: 24,324 S.F. 24,324 S.f. 24,324 S.F.
0.558 ACRE 0.558 ACRE 0.558 ACRE
19 UNITS 30 UNITS PER ACRE
DENSITY: 18 UNITS PER ACRE (16 ALLOWED PLUS
3 THRU TOR) MAX. 16 UNITS
BUILDING COVERAGE: 6.967 S.f. 9.978 .SF. N/A
(S.F. ct " OF GROSS SITE) 29.0" 41"
GROSS FLOOR AREA (S.F.): 6,967 S.F. 42,380 S.F. N/A
F.A.R.: .29 1.7
FRONT: 16.2' 10' - PAVEMENT ct BLDG. 15'
BLDG. , (\10 BUILDiN~I) 8' 10'
SETBACKS: SIDE: 5.3' , TO PAVEMENT 3'
REAR: 2.5' 18' TO BLDG. 20'
0' TO POOL DECK
BLDG. HEIGHT: 1 ct 2 STORY 50' 35'-100'
PAVED VEHICULAR USE AREA: 7,695 S.F. 3,265 S.F. N/A
(V.U.A.)
IMPERVIOUS SURFACE RATIO: 18,753 S.F. 15,306 S.F. 0.95
(I.S.R.) .77 0.63
il"~
'oPEN SPACIE: 5,571 S.f. 9.018 S.F. 0.05
'.1(s.r. &: " OF GROSS SITE) 23.0" 37.1 "
PARKING LOT INTERIOR LANDSCAPING: 660 S.f. N/A 10"
(S.F. ct " OF V.U.A.) 2.71"
PARKING: 15 37 29
PARKING CALCULATIONS: 19 UNITS x 1.5 SPACES = 29 REQUIRED SPACES
06/23/04
Oescri tion
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TOR DATA TABLE
SENDER SITES MAXIMUM EXISTING / APPROVED PREVIOUSLY REMAINING UNITS TO BE
ALLOWABLE UNITS ON SITE TRANSFERRED A V AILABLE TRANSFERRED
DENSITY . UNITS UNITS TO RECEIVER
SITE
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MOORINGS, I 9 UNITS,',!. I
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620 BAYWAY ( BASED ON".~3 6 UNITS 2 UNITS 1 UNIT 1 UNIT
BOULEVARD ACRE SITE 1 ; . I
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MOORINGS II " " "L\ ! ~" :, ",'It}"', ' I
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624 BAYWAY ", ( BASE . ON .33 ,6 UNITS' f. 2 UNITS 1 UNIT ! 1 UNIT
ACRE SITE )1: ; , ,
BOULEVARD " " .
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3 UNITS
645 BAYWAY ( BASED ON .157 . OFfiCE o UNITS 3 UNITS I 1 UNIT
BOULEVARD ACRE SITE~') .1
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THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SIWJ. REMAIN lHE....' . ..' .'i, ~,
ENGINEER, AND .. NOT BE REPROOUCED, OR USED IN 1Hf'" .. ." ;"
THE CONSENT~ ENGINEER. -: IGHT 2004,\~t\,,}:' ./
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S.W.F.W....D. / EROSION CONTROL NOTES
1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS
RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES
PRIOR TO INITIATING AND DURING All PHASES OF LAND CLEARING AND CONSTRUCTION
TO PREVENT SOIL EROSION AND SILTATION.
2. THE RETENTION AREAS SHAll BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH All
STORM WATER DIRECTED TO IT. AFTER COMPLETION OF All WORK, REMOVE DEBRIS
AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND 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 QUANTOY
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 MATERIAL$ TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN.
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 F.A:C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER
OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A
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 FlLlED WITH ANY OTHER
SUBSTANCE THAN STORMWATER.
3. SWALE AREAS SHALl BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS.
4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHAll BE RECONSTRUCTED
IN ACCORDANCE WITH THE APPROVED PlAN.
OPERATION &: MAINTENANCE OF THE STORMWATER SYSTEM
THE OWNER SHAll PERIODiCAlLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE
SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE
CONVEYANCE SYSTEM SHAll BE flUSHED, AS DEEMED NECESSARY NO lESS THAN TWICE A
YEAR. ALl MATERIAl SHALL BE COllECTED DOWNSTREAM AND REMOVED. THE RETENTION
POND SHAlL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN
THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND
BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE
PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER Will BE RESPONSIBLE TO MAKE
SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES
STORMWATER THAT COUI,D DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E.
GASOLINE, OIL. GREASE" CHEMICAlS, ETC.
THE POND UNDERDRAlN' SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFlTTED AND
flUSHED SEMI-ANNUALLY. CLOGGED OR SPENT FlLTER MATERIAL SHAll BE DISPOSED OF IN
AlL MANNERS AS WITH ,THE HANDLING OF HAZARDOUS WASTE. THE SPENT FlLTER MATERIAL
SHALl BE DISPOSED OF IN A PERMITTED FACILITY.
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 VlCINOY OF THE PROJECT SHALL BE PROTECTED BY
SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE
MAINTAINED AND MODIFlED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH
MUST BE APPROVED BY THE ENGINEER BEFORE INSTAllATION.
3. SEDIMENTATION BASIN: THE CONTRACTOR WIll BE REQUIRED TO PROHIBIT DISCHARGE
OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION
AREA AND WILL BE REQUIRED TO ClEAN OUT THE RETENTION AREA BEFORE INSTALLING
ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION 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, ETO., INCLUDING DETENTION AREAS Will BE SODDED PRIOR TO
ISSUANCE OF A CERTlFlCATE OF OCCUPANCY.
5. PROTECTION AND stABILIZATION OF SOil STOCKPILES: FlLl 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.
FlLTER MEDIUM SPECIFICATIONS
THE FlLTER SAND SHALL BE WASHED MATERiAl MEETING F.D.O.T. ROAD AND BRIDGE
SPECIFlCATlONS FOR SILICA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS
THAN ONE (1) PERCENT SILT, CLAY AND ORGANIC MATTER), UNLESS FlLTER CLOTH IS
USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MATTER WITHIN THE
FlLTER; CAlCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE; AND HAVE
AN EFfECTIVE GRAIN SIZE OF 0.20 TO 0.55 MIWMETERS IN DIAMETER; A UNIFORMOY
COEFflCIENT OF 1.5 OR GREATER.
RATE OF 0.125 CM/SEC. OR GREATER. IF THE PERMEABIUTY RATE OF THE FlLTER
SAND IS LESS THAN Q: 125 CM/SEC. A REPLACEMENT OF THE FlLTER SYSTEM WilL
BE REQUIRED AT THE CONTRACTOR'S EXPENSE. mE CONTRACTOR SHALL HAVE mE
SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTAlLATION. IT IS
RECOMMENDED THAT THE CONTRACTOR HAVE THE FlLTER SAND TESTED AND APPROVED.
2, THE PERFORATED PIPE SHAll CONSIST OF fOI..YVlt-(Yl CHLORIDE (PVC) CONFORMING TO
ASTM D 3033, HAVE MINIMUM OF SIXTEEN 16) 3/8 INCH DIAMEtER f'ERFORATIONS
PER UNEAR FOOT OF PIPE AND BE ON TH BOTTOM 135. OF" THE PIPE.
3. THE CONTRACTOR SHALl PROVIDE DEWATERING MEASURES AS REQUIRED DURING
THE INSTAllATION OF 'THE UNDERDRAlN AND ALL OF ITS COMPONENTS.
4. THE CONTRACTOR SHAlL NOT BACKFlLl THE DRAIN PIPE UNTIL THE ENGINEER HAS
VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTAllATION OF FlLTER MEDIA.
5. SWFWMD REQUIRES AS-BUILT CERTlFlCATION BY THE ENGINEER FOR THIS FlLTER SYSTEM.
TEST REPORTS FROM AN APPROVED lABORATORY ON GRADUATION AND PERMEABIUTY
SHALl BE INCLUDED IN THE AS-BUILT SUBMITTAL
CLEARING AND GRUBBING NOTES
1. PRIOR TO At(( SITE CL;.EARING, 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 tROUND 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 ICON'TJ
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHAlL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY -GRADING BY
HAND- IS PERMfTTED WITHIN THE CANOPY UNE OF TREES THAT ARE TO REMAIN.
6. THE CONTRACTOR IS TO OBTAIN All NECESSARY PERMITS FOR REMOVING ANY
EXISTING STRUCTURES.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILOY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACIUTlES PRIOR TO REMOVING OR DEMOLISHING.
8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WIll BE RESPONSIBLE FOR mE DEMOunON 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 ClARlFlCATION OF THE PlANS PRIOR TO DEMOUTION.
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 MODI flED 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 COMPLffiD, THE RETENITION/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 PROPERTY,
STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETlANDS.
WATER SYSTEII NOTES
1. PER ARTICLE 41.03(B)(1) COY OF ClEARWATER CONTRACT SPECIFlCATIONS
AND STANDARDS, THE DEPTH OF COVER OVER tHE WATERMAlN SHALl
BE A MINIMUM OF 30- AND A MAXIMUM OF 42- BELOW FlNISHED GRADE.
2. AlL WATER SYSTEM WORK SHALl CONfORM WITH LOCAl REGULATORY STANDARDS AND '
SPECIFlCATIONS. .
3. All DUCTILE IRON PIPE SHAll BE ClASS 50 WITH A RATING WATER WORKING
PRESSURE OF 350 PSI 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 FlmNGS lARGER THAN 2- SHAlL BE DUCTlILE IRON CLASS 53 IN ACCORDANCE
WITH AWWA C-110 WITH A PRESSURE RATING OIF 350 PSI. JOINTS SHALL BE
MECHANICAl JOINTS IN ACCORDANCE WITH AWWA C-111. i>< FlmNGS SHALl BE
CEMENT MORTAR UNED AND COATED IN ACCORDANCE WITH AWWA C-104.
5. All PVC WATER MAINS 4- THROUGH 12" SHALl BE IN ACCORDANCE WITH AWWA
C-900. PIPE SHAll BE ClASS 150 AND MEET lfHE 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 FlmNGS 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 FlRE HYDRANTS SHALl MEET THE CITY OF CLEARWATER STANDARDS
AND SPECIFlCATIONS.
10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFfS AT THE END OF" WATER
SERVICE LATERALS TO ASSURE ADEQUATE FlUS...ING AND DISINFECTION.
11. PER ARTICLE 20, COY OF CLEARWATER CONTRACT SPECIFlCATIONS AND STANDARDS,
D.I.P. WATER MAINS TO BE INTERIOR POLYUNED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALl
BE IN ACCORDANCE WITH THE LOCAl REGULATORY AGENCY CODES.
(,
13. THE IRRIGATION 3YSTEM SHAll HAVE COLOR PIPING AND LABEUNG ON THE
PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING.
WATER SYSTEII TE8TING AND 1N8PECTION REQUIREMENTS
1. All COMPONENTS OF THE WATER SYSTEM, INCLUDING ATTINGS, HYDRANTS,
CONNECTION. AND VAlVES SHALl REMAIN UNCOVERED. UNTIL PROPERLY PRESSURE
TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCORDANCE WITH WATER DEPARTMENT SPECIFlCAll0NS. CONTRACTOR TO NOTIFY
OWNER'S ENGINEEl~ i.ND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
2. NEW WATER MAINS
AFTER COMPlETlON. OF INSTAlLATION OF NEW WAlJER MAINS, PRESSURE TESTING SHALl
BE PERFORMED IN ACCORDANCE WITH THE LOCAL, JURISDICTION WATER SYSTEM
STANDARDS AND SPECIFlCATlONS. CONTRACTOR TO PERFORM CHLORINATION.
SAMPLING OF NEW WATER MAINS SHAll CONFORM WITH COUNTY PUBUC HEAlTH UNIT
REQUIREMENTS AND RESULTS fORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES
SHALl A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFlCATION BY THE
ENGINEER HAS BEEN COMPlETED AND A RElEASE FROM COUNTY PUBUC HEAlTH UNIT
HAS BEEN ISSUED.
SANITARY 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 omER'WISE 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 CiONNECTING NEW WORK TO EXISTING
LINES OR APPURTENANCES, THE CONTRACTOR SHALl VERIFY LOCATION AND
ELEVATION OF EXISTING CONNECTION POINT AND NIOTIFY OWNER'S ENGINEER OF"
At(( CONfliCTS OR DISCREPANCIES.
5. PVC PIPE AND ATTINGS SHAll CONFORM TO ASTM SPECIFlCATIONS DESIGNATION
D-3034-77C, MI\ SDR 35. INSTALLATION OF SDRI 35 PIPE SHALl BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF ASTM SiPECIFlCATION SECTION 02321.
All SANITARY SEWER PIPEUNES SHAll BE SOLID GREEN IN COlOR.
6. ALL PVc fORCE MAINS SHAlL BE ClASS 2000, SDR 21, COLOR GREEN, wlm A
GREEN MAGNETIC TAPE A MINIMUM OF 2- WIDE, PLACED 1 FOOT BELOW THE
PROPOSED GRADE. THE PRINTING ON THE MAGNElTIC 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 UNED.
9. All SANITARY SEWER COVERS SHALl BE TRAFAC RATED FOR H-20 LOADING.
SANITARY SEWER TESTING AND INSPEcnON REQUlRE_NTS
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 EXFlLTRATION TEST ON All GRAVITY SEWERS
INSTALLED IN ACCORDANCE WITH mE 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 NOTlFlCATION 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 HAVlN'G JURISDICTION. SAID TESTS
ARE TO BE CREATED BY mE ENGINEER OF RECORD AND SUBMfTTED TO THE
REGULATORY AGENCY FOR APPROVAL COORDINATION AND NOTIFlCATlON OF" All
PARTIES IS THE CONTRACTOR'S RESPONSIBILITY.
WATER/SEWER CLEARANCE REQUlRE..ENT.
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. mE CROSSING SIW..l BE ARRANGED SO THAT THE SEWER
JOINTS AND WATER JOINTS WILL BE EQUAL DISTANT FROM THE POINT OF CROSSING WITH NO
LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION
CANNOT BE MAINTAINED, ONE OF mE FOllOWING METHODS OF PROTECTION SHALl BE
UTILIZED:
WATER/SEWER CLEARANCE REQUlREMEH fS ICON'T'
^- THE SEWER SHAlL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS);
B. THE SEWER SHAlL BE INSTALlED WITH D.I.P. FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS);
C. THE SEWER SHALl BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE,
AND BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO
BACKFlWNG; OR
D. EITHER mE 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. mE 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 UNE AND GRADE.
HORIZONTAl SEPARATION BElWEEN PARA" 1='1 LINES
GRAVITY SEWERS OR FORCE MAINS SHALL BE INSTALLED AT lEAST 10 FEET HORIZONTAllY
FROM At(( EXISTlNG 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 PRESSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEfORE
BACKFlWNG.
SANITARY SEWER/RECLAIMED WATER &: POTABLE WATER/RECLAIMED WATER SEPARATIONS
WHEN THE RECLAIMED WATER UNE IS TRANSPORTING WATER FOR PUBUC ACCESS IRRIGATION:
MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND OOMESTIC WATER UNES
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 UNES 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 10 FT.
HORIZONTAl AND 18 INCH VERTICAl SEPARATION SHALl BE MAINTAINED BETWEEN THE
RECLAIMED WATER MAIN AND All EXISTING OR PROPOSED POTABLE WATER MAINS. NO
MINIMUM SEPARATION IS REQUIRED BETWEEN THE RECLAIMED WATER MAIN AND SANITARY
SEWERS, OTHER THAN THAT NECESSARY TO ENSURE STRUCTURAL INTEGROY 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 TEST1NG COMPANY. DElETERIOUS MATERIAl
IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER.
EXCAVATED AREAS ARE TO BE BACKFlLLED 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-9OO, ClASS 150
STANDARDS, UNLESS OTHERWISE NOTED.
5. All DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAmC AREAS SHALl BE
TRAFFIC RATED FOR H-20 LOADINGS.
6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON
PLANS WITHIN ONE WEEK FOllOWING CONSTRUCTION OF THE POND.
7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAl REGUlATORY AGENCY.
8. All STORM STRUCTURES SHALl BE GROUTED TO THE INVERT
ELEVATION(S) OF THE STORM PIPES(S).
STORM PIPE SHAlL BE SAW-CUT EVEN WITH THE STRUCTURE WAlleS).
GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FlNISH.
PAYING, GRADING a DRAINAGE TESTING AND INSPECTION REQUlREIII!NTS
1. THE STORM DRAINAGE PIPING AND FlLTRATION SYSTEM SHAll BE SUBJECT TO A
VISUAl INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF
BACKFlLL
2. THE CONTRACTOR SHALl MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FlNAL
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.
PAYING 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 TRAFFlC PAINT IN ACCORDANCE
TO FOOT STANDARD SPECIFlCATIONS 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
TRAFAC DESIGN STANDARDS.-
6. PAVEMENT IN THE PROPERTY &: R.O.W. SHALL CONSIST OF" 6- CONC. ON
COMPACTED GROUND TO 98" OF MAXIMUM DENSITY, ON SUB-BASE
COMPACTED TO 98" OF MAXIMUM, DENSITY PER AASHTO T - 180.
CONTRACTOR'S RESPONSIBIUTY NOTI
IT IS THE CONTRACTOR'S RESPONSIBIUTY 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 FlRST
ClASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING,
WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING,
WITH NEW APPEARING FlNISHES, 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 SPECIFlCAlLY IDENTIFlED
WITHIN THE DRAWINGS AND SPECIFlCATIONS 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 TH~OUGHOUT THE PROJECT TIME FRAME. SHOULD, DURliNG THE
COURSE OF THE WORK, ANY AREA OF" THE BUILDING(S) AND/OR UTIUTlES AND/OR
THE BUILDING(S) AND/OR UTIUTlES AND/OR THE SITE BECOME DAMAGED AND THAT
AREA WAS NOT SPECIFlCALlY CALlED OUT TO BE A PART OF THE CONSTRUCTION, THE
CONTRACTOR SHAll REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION
OF" THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER.
AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN
PROVIDED, AND AtfY AODlnONAL INFORMATION THAT MAY BE PROVIDED IS FOR
INFORMATIONAL PURPOSES ONLY, lliE OWNER AND HIS AGENT ASSUME NO RESPONSIBIlITY
FOR THEIR PREPARATION, COMPlETENESS NOR ACCURATENESS AND THE CONTRAC:TOR
IS FUllY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD..
USE SUCH INFORMATION ONLY AS A GUIDE TO lliE SUSPECTED LOCATlON OF
UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO:
WATER SUPPLY
STORM SEWER
ELECTRiCAl POWER
IRRIGATION LINES
FlBER OPTIC CABLES
FIRE 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 RESPONSIBIUTY 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 SPECIFlCATlONS, 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 COMPUANCE
WITH THIS LAW.
- A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPlIANCE.
- A TRENCH SAFETY SYSTEM SHALl BE DESIGNED BY THE CONTRACTOR, AND
APPROVED BY THE ENGINEER.
2. All RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC.
MUST BE IN PLACE AS PART OF THE FlRST PHASE OF CONSTRUCTION.
IT IS THE RESPONSIBIUTY 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 F"OR CONSTRUCTION.
'--"'-""'._~'
----- -
NOTE TO CONTRACTOR
THE CONTRACTOR SHAlL PROVIDE CERTIFIED RECORD DRAW-
INGS, SIGNED AND SEAlED BY A PROFESSIONAL lAND SURVEYOR.
THE RECORD DRAWINGS SHAll SHOW FlNAL 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 CERTlFlED .
RECORD DRAWINGS TO mE ENGINEER. ,
THE AFOREMENTIONED RECORD DRAWING SHAlL BE SUFFlCIENT
ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING
JURISDICTION.
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GENERAL CONSTRUCTION NOTES
1. All THE WORK PERFORMED SHALl COMPLY WITH THE REGULATIONS AND ORDINANCES OF
THE VARIOI,JS 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 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 CONfliCTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE
AFFECTED AREA.
5. THE CONTRACTOR SHAlL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTIUTlES, AND SHAll PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING
UNDERGROUND U1'1UTlES, IN ADVANCE OF CONSTRUCTION, BY CAWNG -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
UTIUTlES NOT INCLUDED IN THE -SUNSHINE- PROGRAM.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.
SPECIAl PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF"
POWER UNES AND OTHER UTIUTIES.
7. ALl UNDERGROUND UTlUTlES 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. ANY WORK
PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR
PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S
EXPENSE.
11. BACKFlLL 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
DETERMIN~I) BY AASHTO 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 PROPERTY AFfECTED BY THE WORK SHAll BE RESTORED
TO A CONDITION EQUAL TO OR BmER THAN EXISTING CONDITIONS UNLESS
SPECIFlCAlLY EXEMPTED BY THE PLANS. ADDITIONAl COSTS ARE INCIDENTAl TO
OTHER CQ;JSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALlOWED.
14. All DIS1U~BED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF
GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE
BEEN OBTA':JED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK
AND . OTHEr. EROSION WORK REQUIRED, Will BE PERFORMED BY THE CONTRACTOR,
AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE
REGULATORY AGENCY AND ENGINEER OF RECORD.
15. THE 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 SATlSFlED.
16. THE CONTRACTOR SHAlL MAINTAIN A COPY OF" THE APPROVED PlANS AND PERMITS
AT THE CONSTRUCTION SITE. .
17. THESE DRAWINGS MAY 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.
19. All PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO
CENTER OF STRUCTURES OR FlTTlNGS. PIPE MEASUREMENTS FOR MITERED END
SECTIONS ARE TO mE END OF PIPE.
20. EXISTING PAVEMENT SHAlL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED
OR EXISllNG 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 BACKFllL 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 SPECIFlCATIONS,
SECTION 125-8.3, LATEST EDITION.
23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH,
SHAll COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S
(OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., S..1926.650, SUBPART P,
INCLUDING All SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS
ADOPTED BY THE DEPARTMENT OF lABOR AND EMPLOYMENT SECURITY (DlES).
24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH
DIFfERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES
I.e. SANITARY SEWER, STORM SEWER, WATER UNES, FlRE LINES, ETC., TO 5' OUTSIDE
OF THE BlDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT
ELEVATIONS OF THE SAID UTIUTlES. 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 FlNISHED 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 SPECIFlCATIONS 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' :5UBMITTAL(S) AND
PERMlmNG. DEVIATIONS SHALl RECEIVE WRITTEN APPROVAL FROM THE ENGINEER.
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~-' "
Iss"e' Date: 06/23/04
'Revisions:
No." Date Descri tion
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(UNDER c~W1V GRANDE
TRUCTION)
~
CURVE DATA
R-3200.00' A-
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CB=N~9P~;~22,~~8.M)
8 'W(C8.M)
@
CURVE DATA
R 1000 00'
CHD.=173.25'(~ 173.52'
CB- D=09.sl,ll,3.31'(C)
-S72.SS'3 '
CB=73.09'068 E(C)
~ 'E(C)
C3
CURVE DATA
R-5000.00' A- ,
CHD.=6.28'(P) -6.28
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CB=78.05'12'
CB=86.19'07 E(P)
~ 'E(C)
C4
CURVE DATA
R=4880.00' - ,
CHD.=6.11'(P) tl1~.11
CB- D=OO'04'is' (P8.M)
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DEMOLITION NOTES
LEGEND
REMOVE:
DEMOLITION
THE RE OF THE SITE
ALL EXI~~~~L/RELOCATIONINg~.uoES
:ROJECT AREA ST~~CTURES WITHIN
ASE, UTILllY' N'ING AND
SEWER, STORM U~ES (SANITARY
LINES. POWER piPES, WATER
~~ UNDERGROU~~' OVERHEAD
EPHONE CAB POWER AND
TREES, SHRUBS LES, GAS LINES
NOT LIMITED T ' ETC.) AND IS '
o WHAT'S SHOWN.
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f
OJ REMOVE
NEARES CONCRETE PA
[II REMavET EXPANSION Jg~rD CONCRETE WALKS TO
ASPHALT AND THE
rJl BASE
~ REMOVE EXISllNG .
r.l STRUCTURE '
LiJ REMOVE EXIST AND FOOTING.
ING FENCE
@] .
REMOVE/RELOCATE TRE
@] E.
REMOVE CURBING
[';l' TO THE NEA
I2J ~E~avE LIGHT POLES REST EXPANSION JOINT
. .W. COORDlN · POWER P .
AND CABLE ATE WITH PROGR~LES AND ASSOCIA
8 ALL CAVI1Y'& SS ENERGY, VERI;~~
TREES SH EXCAVATION
AND POLE RUBS, PIPES I RESULTING FR
~~~~~E ~~~IAt~~~ ~~~&EgR~ I~~~.M~~~ OF
9 ' DENSllY. MPACTED IN 1 rfROVED ·
OFF-SITE DIS LIFTS TO
CONST~U POSAL OF
DISPO':' CllON DEBRI STRUCTURES
PINE~ FACILITIES ~p~HALL OCCUR ~rrLlllES AND
COUNlY. ROVED BY F D E SOLID WASTE
. . .P., AND
Issue Date:
~evlsions ·
o. Date.
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NES Comm.: 2004-P
I Drawn By: B.J.V. I
~hecked By: H.G.
/lARlJO/? VIEH' GRANDB
(UNDER CONSTRUCT/ON)
I
:,
I
MOOR/NGS TO~VNHOMES I
NEW BUILDING
4-STOR/ES ABOVE
PARKING GARAGE
06/23/04
(CD CURVE DATA
R=3200.00' A=197.S2'
CHD.=197.49'(C&M)
D=03.32'12'
CB=N79.S3'28''J(C&M)
Oescri tion
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R=1000,OO' A=173.S2'
CHD.=173.2S'(M) 173.31'(C)
D=09.S6'32'
CB=S72.SS'38'E(C)
CB=73.09'06'E(C)
~ CURVE DATA
R=SOOO.OO' A=6,28'
CHD.=6.28'(P) 6,S6'(C)
D=OO.04'18'
CB=78.0S'12'E(P)
CB=86.19'07'E(C)
~ CURVE DATA
R=4880.00' A=6,1l'
CHD.=6,1l'(P) 6.1l'(P&M)
D=OO.04'18'
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1HIS DRAWING I!< AN INS11MtENT OF SERVICE NIJ SHALL REMNH THE~!OR':t'HEI,: '.'
ENGINEER, AND SiW.L~REPRODUCED. PUElJSHED, OR USED If \NM_l~. '.' . '~', ,:. "
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~ CURVE DATA
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~ CURVE DATA
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B.J.V.
H.G.
Drawn By:
Checked By:
2 1/2" Brass Valve
r W/1-1/2" Fire Hose Connection
Issue Date: 06/23/04
Rpvisions:
No. Date Oescri tion
. x
.S: 0
~~
I I
Ota
I I
NN
18"x18"x6" THICK
CONCRETE PAD
'Thrust Restraint (Typ)
Per City of Clw. Index No. 403
4"FIRE UNE
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dThrust Restraint (lyp)
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Per City of Clw. Index No. 403
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