FLD2005-09074
CL WCoverSheet
FLS2005-09074
2485 DRUID RD
Date Received: 09/29/2005
TREETOPS II
ZONING DISTRICT: 0
LAND USE: R/OG
ATLAS PAGE: 299B
PLANNER OF RECORD: JVS
ORIGINAl
RECEIVED
DEe 03 2005
PlANNING DEPARTMENT
CITY OF CLEARWATER
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CITY OF CLEARWATER.
PLANNING DEPARTMENT
POSI O~fICF Box 4748, CII:ARWATER, FlORIDA 33758-4748
MUNICIPAL SFRVICI S BUll DING, 100 SOUTH MYRTI F AVFNUI , Ci EARWAfrR, FIORlDA 33756
TFI FPHONE (727) 562-4567 FAX (727) 562-4865
LONG RANCE PlANNING
DEVl:.IOPMENT REvIEW
May 16, 2006
Mr. Sean Cashen
Gulf Coast Consultmg, Inc
13825 lCOT Boulevard, SUIte 605
Clearwater, FL 33760
RE Development Order for Case No. FLS2005-09074/PLT2005-00025 - 2485 Druid Road.
Dear Mr Cashen:
This letter constitutes a Development Order pursuant to SectIon 4-202 E of the Commumty
Development Code. On November 3, 2005, the Development ReVIew CommIttee (DRC) revIewed
your applIcatIon for PrelImmary Plat and FlexIble Standard Development to construct 39 town home
umts to be called Treetops II, m the proposed MedIUm DenSIty ReSIdentIal (MDR) zomng dlstnct and
mcludes an mcrease to bUIldmg height of an addItIonal five-feet for penmeter parapets (from roof deck
- roof deck at 30-foot to top of parapet at 35-feet), per SectIon 2-303 A. The DRC recommended
approval of the applIcatIOn WIth the followmg bases and condItIOns.
Bases for Approval:
1 The proposal complies WIth Attached Dwellmg cntena under the proVIsIOns of SectIon 2-303 A,
2 The plan complIes WIth General ApplIcabIlIty Cntena under the proVISIons of SectIon 3-913; and
3 The proposed development IS compatIble WIth the surroundmg area.
CondItIons of Approval.
1. That a copy of the recorded Umty of TItle for lots 0100 and 0200 be prOVIded pnor to the Issuance
of any bUIldmg or site permIts;
2 That the final deSIgn and color of the bUIldmgs be conSIstent WIth the conceptual elevatIons
submItted WIth thIS applIcatIOn;
3 That a copy of an approved health permIt for the mstallation of the domestIc water mam be
prOVIded pnor to the Issuance of any bUIlding permIt,
4. That a copy of an approved SWFWMD permIt be submItted prior to the Issuance of a bUIldmg
permIt,
5. That freestandmg sIgnage meet Code proVISIOns, be monument-style and be deSIgned to match the
extenor matenals and colors of the bUIldmgs,
I%\N" 1-1 IIlIlA 1m, MAy(lH
nil I JOI\\ON, VI< I MAYOI~
HOYI HMIII ION, COllN< 11./.11 Mill f{
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)0111\ DOf{AN. COl'!\{ II \11 \11\1 f{
<--A 1(1 I N ^ PI II f{\II\, (Oil!\{ II \11 \ III I f{
"E<2lJA1 J' M!'I OYMI N I AND All \\{MA IIVI A< liON EM!'I m I f{"
Page 2
May 16, 2006
<~ " ~S2005-09074
PL T2005-00025
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6 That all proposed utIlItIes (from the nght-of-way to the proposed bmldmg) be placed underground;
and
7 That, pnor to the Issuance of bmldmg permIts or the recordmg of the Fmal Plat, whIchever occurs
first, open space/recreatIon Impact fees be paId.
I concur wIth the findmgs of the Development RevIew CommIttee and, through thIS letter, approve
your applIcatIOn for FleXIble Standard Development wIth the above condItIons The approval IS based
on and must adhere to the SIte plan dated receIved December 21, 2005 and applIcatIo~ dated receIved
December 3, 2005.
Pursuant to SectIon 4-303, an applIcatIon for a bmldmg permIt shall be made wlthm one year of
('
FleXIble Standard Development approval (May 16, 2007). All reqmred certIficates of occupancy shall
be obtamed WIthin one year of the date of Issuance of the bmldmg permIt. TIme frames do not change
WIth succeSSIve owners.
The Issuance of thIS Development Order does not relIeve you of the neceSSIty to obtam any bUI1dmg
permIts or pay any Impact fees that may be reqmred. In order to faCIlItate the Issuance of any permIt or
lIcense affected by thIS approval, please bnng a copy of thIS letter WIth you when applymg for any
permIts or lIcenses that reqUIre thIS pnor development approval. :
If you have any questIons, please do not heSItate to call John Schodtler, Planner II, at 727-562-4547.
S IPlannlng Department\C D B\FleJ. Standard (FLS)\lnactlve or FInished CasesIDrUld Rd 2485 Tree Tops II (MDR) - ApprovedlFLS2005-
09074 PLT2005-00025 Development Order doc
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Gulf Coast Consulting, Inc.
Land Development Consulting
Engineering. Planning . Transportation .Pennitting
13825 ICOT Blvd., Suite 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
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FLORIDA
POWER
CORPORA TION
ORB 1262, PG 290
399.80' (C)
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SAMTER HOMES
580 Trinity Lane N
St. Petersburg, Florida 33716-1200
Phone: (727) 573-1338
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PRELIMINARY PLAT
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THESE PLANS MAY NOT BE COPIED OR
MODIFIED WITHOUT WRITTEN PERMISSION
FROM GUU' COAST CONSULTING, INC.
SEJ.N P. CASHEN 42505
NOT VAUD UNLESS SIGNED & EMBOSSED
BY A REGlSlERED ENGINEER
GULF I;QAST CONSULTING, INC.
CERllFlCAlE OF AUTHORIZAllON No. 9774
0' 10' 20'
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SCALE: ,.. = 20'
40'
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LEGAL DESCRIPTION per Official Records Book 11781, Page 1081:
A parcel of land situated in the Northeast 1/4 of the Southwest 1/4 of
the Southeast 1/4 of Section 18, Township 29 South, Range 16 East,
Pinellas County, Florida, comprised of those portions of real property
described in deeds recorded in O.R. Book 124, page 23S and O.R. Book
87S0, page 1614 of the Public Records of Pinellas County, Florida, which
are lying South of Druid Road described in deed recorded in O.R. Book
1281, page 24S of said Records, and North and West of property of
FLORIDA POWER CORPORATION described in deed recorded in O.R. Book 1262,
page 290 of said Records; all of which being more particularly described
as follows:
From the center of Section 18, Township 29 South, Range 16 East,
Pinellas County, Florida, run South89.41'18"East along the North line of
the Southeast Quarter of said Section and along the centerline of Gulf
to Bay Boulevard, 834.1 feet to a point; thence South01.00'S2"West,
1382.48 feet, more or less, to the intersection with the South line of
Druid Road (100-foot right of way) for the POINT OF BEGINNING of the
property herein described; thence South89i 4'OS"East along the South
line of Druid Road, 400.0S feet, more or less, to a concrete monument on
the West line of property of Florida Power Corporation described in deed
recorded in O.R. Book 1262, page 290; thence South01.01'28"West along
the West line of said property of Florida Power Corporation, 282.97
feet, more or less, to a concrete monument; thence North89i 4'OS"West
along the North line of said property of Florida Power Corporation,
400.0 feet, more or less, to a concrete monument; thence
North01.00'S2"East, 282.97 feet, more or less, to the POINT OF
BEGINNING.
NOTES:
1.) FINAL PLAT SHALL BE RECORDED WITH PINELLAS COUNTY PRIOR TO THE
ISSUANCE OF A BUILDING PERMIT.
2.) TOWNHOMES TO BE FEE SIMPLE.
3.) ROADS ARE TO BE PRIVATE.
4.) TRACT B TO BE WITHIN A PRIVATE DRAINAGE & COMMON AREA EASEMENT
& PUBLIC UTILITY EASEMENT.
SITE PLAN APPROVE.D
CASE # ~z.oo5"' o~074/~f -0002.\
CASE TYPE ~ld'
DRC DATE ,) 3 oS--
COB DATE -
SIGNP..TUR~
DATE D51~ ______
TOTAL AREA:
LOTS
TRACT A
TRACT B
TRACT C
TOTAL
42,075 sf (0.9659 Ac)
17,874 sf(0.4103 Ac)
37,660 sf (0.8646 Ac)
15,682 sf (0.3600 Ac)
113,291 sf (2.6008 Ac)
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SAMTER HOMES
580 Trinity Lane N
St. Petersburg, Florida 33716-1200
Phone: (727) 573-1338
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(BAa< (J" BLOC)
~
I
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\..l~ TOP Of J. Fl. lRUSS
i g' 4-
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SCORE I.N:
-
-$ It -0' ASS\A(D
FIN. Fl. 1ST flOOR
------------
~
Pll. YSTYRENE
PARAIU eN' ~
~
PAIN1ID <neInllOUS
FINISH
---------
scalE UtI:
P~lID <neIlInoos
F1NISH
m
RIGHT ELEVATION: 6 UNIT BUILDING
-
SChLL 3/16"
-
i\l5'=r
\:JI'lWlf AROi
-
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36" H. t.ET~ L RAll.
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FINISH
m
---------
SCAI_E: 3/16" = 1'-0"
9CORE l.tlE
PANG <neI1I11OUS
FINISH
scalE lH
------------
rrREETOPS II
EXTERIOR ELEVATIONS
LEFT ELEVATION: 6 UNIT BUILDING
')RIGINAI
[,'ECFIVW
0ET I):~ iOO[:
PLANNING DEf'!\RTI\'iU,J1
CITY OF CLEAI<W/\TEf<
1
SHT
1
or
OAt. y, IeIET AI..
RAIL
IRRIGATION NOTE
ALL LANDSCf!\PE AREAS SHALL BE I.^tA TERED WITH AN AUTOMATIC, UNDERSROUND
IRRI6ATION ~)YSTEM, WITH A RAIN CHECK DEVISE CONNECTED TO THE CONTROLLER.
AFTER THE 30-DAY ESTABLISHMENT PERIOD, THE CONTROLLER SHALL BE SET
TO OPERATE iN COMPLIANCE WITH LOCAL I.^tATERIN6 RESTRICTIONS. SPRAY
AND ROTOR HEAD NOZZLEs SHALL BE AD-.1JSTED TO ELIMINATE OVER SPRAY'
ONTO PAVED SURFACES. IRRI6ATION SHALL PROVIDE 100% COVERA6E.
I'"
NQRTH
, I
.TI5~EE LEGEND
TREE REQUI REMENTS
/
/
ROAD 01
0'
/
I ., '30\ /
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o
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20
l ]1
SCALE 1" = 20' - 0"
40
j
---
.... ,
./ ,
, ,
/ 20" \ OAK
I f6A\ I
I ~ I
\ )
, I
, ,
, -"
......---
EXISTIN6 TREE
TO REMAIN
PERIMETER ABUlTIN6 ROW
NORTH BUFFER
355.86'/35 LF = 10 TREES X 2 = 20 - ACCENT TREES (OHy..j)
WEST BUFFER
283'/35 LF = 8 TREES X 2 = 16 - ACCENT TREES (OHy..j)
EAST BUFFER
283.66/35 LF = 8 TREES - SHADE TREES
SOUTH BUFFER
3CfCf .8/35 LF = II TREEs - SHADE TREES
TOTAL REQUIRED PERIMETER TREES = 55 TREES
FOUNDATION REQUIREMENTS
,CfO LF/4O LF = 20 X 2 = 40 ACCENT TREES
TOTAL TREES REQUIRED = Cf5
.
[J
TREE
BARRICADE
------..-------
ROOT PRUNIN6
LIMITS
5YMl30L LEGEND
TREE REMOVALS
AR6t::NTINE BAHIA SOD
2623" REMOVED + B"o" SAVED = 3,213"
CREDITS = 3,213" X 25% = 803
+ 5"0" SAVED
+ 302" PROPOSED
1,6"5 CREDIT
REPLACEMENT INCHES = 3,213" - 1,6"5" = 1,518"
TREE BANK= 1,518H X 24 (for rated 3) = $36,432
PROPOSED TREES
QUEEN PALM
FOXTAIL PALM
LIVE OAK
HIGHRISE LIVE OAK
SOUTHERN MA6NOLlA
TREE-FORM L/6U5TRUM
SILVER BUTTONWoOD
Y AUPON HOLLY
EASTERN REDBUD
HIBISCUS STANDARD
40 X I = 40"
22 X I = 22"
10 X 3 = 30"
II X 3 = 33"
15 X 3 = 45"
22 X 2 = 44"
4 X 2 = 8"
24 X 2 = 48"
8 X 2 = 16"
8 X 2 = 16"
TOTAL TREES PROPOSED = 164
302"
:M/\
ANDERSON LESNIAK LIMITED, INC.
PREPARED FOR:
FLANT MATERIAL LIST
~~u,~ ~--~T ~---______;r-----~u---~-~-----,--,---~ ----'-~n-~-u-,-r_----~--------~---u---_~_,__~__~'~_r--'____ --_un _ ~_u__ __'n_n~ _~~_,_,
~\DE" . ,
SY~( GlTY.1 8O'-ANICAL NAME i COMMON NAME i SPECIFICATIONS
1-- c- c.' =cCC'c=i",. ,- - ... .. .... c,=e, . .., c.' -C' -e" ie".c ,'.','.CC = :==C=.cc:e~cc ',:::- - i ccC,:,':'.. "'C.,,,: _ " _ _ " ,
I.QPj40 j 5YA6RU5 ROMANzOFFIANA ,_GUEEN PALH __1~'-21'.OVERALLHT,GREYWC)QD ...,
"'8 I 22 II-l?DYETlA BIRiRGATA i FOXTAIL PALH 118.. Ib' HT 4 4.. 18' OVERALL HEIBHT5
I-Q.! r- "1;t~~~I~I~I"'N~H_. ... ~.:~IVEOAKu '___ -._- .-. .)13' HT X 6' 5f'D' 3" GAL, 65 GALLON
'.. .~ .L --"- j~IJ5,VIRG~NIANA QvrlA __ _'_LHIGfiI</5E LIVE OAK .__ LI3~HT ><~'5PJ:)' 3" GAL,6~oSALLON
I MG I 15 i MAGNOLIA GRAND I FLORA , SOiJTHERN HA6NOLIA i 8' HT X 4' SPD, 2" GAL, 30 GALLON
/- LJ 1;2 r LIaJ5TI:;;';~"";'ONIGA' _H_,,_ - "".. ,-TRiE-F;;';;';L';";'rRUH -- T8' HT ; b'Sro, MiJL TI_5TEMH .
[C;EJ_4J co~'~EREGl1J5 "5ERI~EU5" : S/~~BIJTT~ .. J ~'HTX 6'5F'J:)' 45 GAJ.LON MiLTI-5lEM !
l_ Y~,L24 J lLEX VCMITORIA. .... m. m__._,... Y A/JPON HoLL Y I 8' HT X 4' SPD, 30 6ALLON, MiL TI-5lEM
~ GG I 8 iGERGI5 ,:'ANADENsI5 . . i W;.m.,[ RB;BW-' - - . - r 8' tIT; 5; sPr;: 2" GAl., 306ALLON
~ -Hlj-_-~}IB~5GlJ!H~~".='~15~_=--_~~:!I;Scus STANDARD, PINK' . L8'HrX~-5~, 2"-c,AL,15 <5AtJ.ON
I W I 6~ l (;<:)G(;<:)L0t3A_WIFERA" _... . 5EA~PE .. _Un [24' HTX~4' SPD,,, 3 6ALLON
/ PR J _ 8! F'HOEt-i')( _ ROI:OE:LENU . i P'f'"GfvIY VA TE PALH I 5'..(,' HEIBHT, DOUBLE
r- r T ~ ~ ~ ~ ~ .~. ----.- n_ - ~ .. ~'--- - . ---------------- - ~__~_ t __. _____ __~~_ ____ _ ~n _ _. '~~_.
i5R'1 ... 4 15TRElIr,~A REGINAE I BIRD OF PARAD'SE .130" HT X 36" SPD, 106ALLON
I : + I~ I ~::::=~:NENsI5.- ."....--1 := HIBI5GIIS1 :::':; : ::''':::' ~5G:::N _ .. ...... . _ ,
r f'A-I- 4<::>1 PLUMBA€.;-At;lmAT"'''------; PLuMaABO---1 24:~~ ~ 2~' SPD,3 GAt.L';N -....
('--In '-,;:- tH '-''''. - n..__ ----.._m ~_. _ __ __ _, _ __ .._ -m m,
GP I 155 I GHRYSOflAlANUS IGAGO "RED TIP" I RED TIP COCOPLlJM . 24" HT X 24" SPD, 3 GALLON
'---1--- -i -,-, -'-"- -, ".,,, ----- ,- ,-;.- - . ',-- -.- __ .__ '. ,,_ _. +-_ H_,_ _. ,. _, '__u ""n_ _'., H n
PN I b 1 PSYGHoTRIA NERV.?SA ______ l COFFEE PLANT i 24' HT X 18' SPD, 3 6ALLON ___
r ~A 1 32 I 5GHEFFU:RA ARBORICOLA "TRINETTE" DJooiARF 5GHEFFLERA 1 18" HT X 18" SPD, 3 GAL '.oN
r,Fl;qOT~IPSA~l'MFLC>RID~NAn_.-~ ..~. .' _DHARF~~TCHEE ~_118" ~~;';';..,ro,3 GAi.LON--
l_sp -1 55 1 SERENOA REPEN5 . : SAN PALHETTO.___ _ J-'~~ HT X_'B"~, . '1 I3ALLON__ .. .
PX I 15 [PHILODENlJRON "XANADU" i XANADu PHILODENDRON ['8" HT X 18" SPD, 3 GALLON
.. ~I 1524 1~;;';';'OLi';"51~IGA . . l/HARF I~/;'~ ~~ u. r 12" HT X 15" SPD, 3GALLON
"-'f " -+ -, '--.. , u "" --- - --...) -- -, I-----n ., _ _, ___. ".
I ;; t- ,:I~=~::~RI ......-.;:::::::;!. '--i;:::~::;:~,:,~:::~
I EG I 10 I EVOLYUlUS GLOMERAT1J5 ; BLUE DAZE [ b" HT X 10' SPD, I GALLON
I - ~~ - I L - -'-------~ I _ _ '__~____~____~_ __ L _~
lH SI(;NH)
DRAWN
AU
LANDSCAPE ARCHITECTS. LAND PLANNERS · URBAN DESIGN
492 i S. WESTSHORf BOULEVARD, TAMPA, FLORIDA 33G I I
(8/3) 831-9595 F,AX 831-5485 anderson.lesmak@vertzon.net
prOject number: 05241
SAMTER HOMES
580 Trinity Lane N
S1. Petersburg, Florida 33716-1200
Phone: (727) 573-1338
SHEET DESCRIPTION:
~MA
CIl,.Ch[-,D
TREETOPS II
, , \ " '\ '
J" "\',/~.,
" (\ ")/' .
)1-\- rei- ,--
i ~ c.... --( "
1_. 'v)
------
, ,
,)RIGINAL
!:!tCtlVEI
JUB :':()
(l (
it'-:r' {I" 'JnIY'
" -" .~ LVC'~
(J4~Uo/
LA-I
LANDSCAPE PLAN
1 ] /02/05
AS REQUESTED BY THE CITY
PLANNING DEPARTMEW
CITY OF CLEAf<WATEi;
FR & PC
SHI
NO. D/\ TE
OAT!--
REVISIONS
APP'D
HY
08~-(}5- D~)
ut
DEStGNl'D
:~'.1/\
ORA WN
i'M/I
CllLCKW
AU
Q(
L..ANDSCAPE INSTALLATION NOTES
I) ALL PLANT MATERIALS SHALL BE FLORIDA #1 OR BETTER AS GIVEN IN, GRADES
AND S1 ANDARDS FOR NURSERY PLANTS. FEBRUARY ICfCfe EDITION, A.JBLlSHED BY
THE FLORIDA DEPARTMENT OF AGRIGUL lURE AND CONSUMER SERVICES.
2) LOG/~ TION OF PLANTS ON THE PLAN ARE DIAGRAMMA TIG- SEE THE LANDSCAPE
ARCHITECT FOR QUESTIONS ON EXACT LOCATIONS. THE PLANT MATERIALS LIST 15
PROVIC'ED FOR THE GONVENIENGE OF THE LANDSCAPE GONTRAGTOR; SHOULD THERE BE
ANY DI~:)GREPANGY BET~N THE PLANT LIST AND THE PLAN, THE PLAN SHALL PREVAIL.
3) IT IS THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL PLANT BED
AREAS HAVE PROPER DRAINAGE FOR OPTIMUM GROWTH OF LANDSCAPE MATERIAL
BEFORE: INSTALLATION BEGINS.
4) THE (::'ONTRAGTOR SHALL INSURE THAT ALL PLANTING ISLANDS AND OTHER AREAS SHALL
BE GLE.AN OF TRASH, GONSTRUGTION DEBRIS, OR OTHER WASTE MATERIALS TO A DEPTH
OF 24" PRIOR TO LANDSCAPE INSTALLATION.
5) ALL PLANT BEDS AND TREE RINGS SHALL BE TREATED WITH A PRE-EMERGENT HERBIGIDE
AND THEN TOP-DRESSED WITH 3" DEEP PINE BARK NlJG6ETS. ALL NEW TREES SHALL HAVE A
TREE RING WITH A MINIMUM OF 24" RADIUS, ALL NEW TREES AND PALMS SHALL BE STAKED. ALL
EXISTIN(7 TREES TO REMAIN SHALL HAVE A 6' RADIUS MULCH RIN6 AT A DEPTH OF 3".
6) NEW ~?OD SHALL BE AReENTINE BAHIA SOD APPROXIMATELY 46,000 S.F. AS SHOWN ON THE
PLAN. CONTRACTOR SHALL DETERMINE EXACT GUANTITIES IN THE FIELD. SOD AREAS SHALL
BE MAINTAINED BY THE GONTRAGTOR FROM THE TIME OF INSTALLATION TO THE TIME OF FINAL
ACGEPT ANGE. TOP OF SOD AND MULCH SHALL BE I" BELOW SIDEWALK.
1) TREES SHRUBS, AND GROUND COYER SHALL BE INSTALLED USING THE FOLLOWING
PROGEDURE. PLANT PITS SHALL BE EXGAVATED TO TWIGE THE DIAMETER OF THE PLANT
ROOT BALL. AERATE EXISTING SOIL BEFORE BAGKFILLlNG PIT. ADD AGRIFORM FERTILIZER
TABLETS TO EACH PLANT PIT, AS PER THE SPECIFtCA TIONS.
8) TREE: INSTALLATION: ALL REQUIRED TREES SHALL BE INSTALLED I" - 2" ABOVE FINISH
6RADE. TREES INSTALLED OR BURIED TOO DEEP SHALL BE RESET TO THIS STANDARD.
REMOVE THE TOP 1/3 OF THE WIRE BASKETS ON ALL B 4 B STOGK.
.EXOTIC PEST PLANT REMOVAL
ALL INY ASIVE EXOTIC SPECIES SUCH AS BRAZILIAN PEPPER, GHINESE TALLOW, AND PUNK
TREES, I"1UST BE REMOVED FROM THE SITE. EXOTIC TREES AND SHRUBS SHALL BE
CUT FLUSH WITH FINISH lSRADE. RE5UL TIN6 SlUMPS SHALL BE REMOVED FROM THE
SITE OR TREATED WITH AN APPROVED HERBICIDE. CONTRACTOR SHALL TREAT
GUT STUMPS WITH GARLON 3A, TROOPER, OR RODEO HERBIGIDE TO THE CAMBIUM
LAYER ,66 PER MANUFAClURER'S INSTRlJCTIONS, AT THE REGOMMENDED STREN6TH TO
PREVENT RE-6ROWTH. APPLY HERBICIDE IMMEDIATELY AFTER TRUNKS ARE
CUT TO PREVENT SAP FROM SEAUN6 WOUNDS. REMOVE ALL WASTE MATERIALS
PRODUC.ED BY THIS WORK FROM THE SITE AND DISPOSE OF THEM IN A LE6AL MANNER.
TREE PROTECTION NOTES
I) DURINS LAND ALTERATION AND CONSTRlJCTION ACTIVITIES, IT SHALL BE UNL~L
TO REM::>VE VEeET A TION BY cSRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS,
SOLVENTS, MAGHINERY OR GONSTRUCTION MATERIAL OF ANY KIND WITHIN THE
DRIPLlN:: OF A TREE TO REMAIN.
2) BEFORE CONSTRlJCTION STARTS, ALL PROTECTED TREES SHALL BE PRUNED AS FOLLOHS:
PRUNE lREES TO 12' CLEAR TRUNK HEIGHT, REMOVE ANY DEAD OR DEGEASED TRUNKS OR
BRANC....IES, AND REMOVE WEAK OR CROSSED BRANCHES. ALL CUTS SHALL BE MADE
SUFFICIE:NTL Y CLOSE TO THE TRUNK OR PARENT LIMB, WITHOUT CUTTIN6 INTO THE BRANCH
COLLAF<: OR LEAVIN6 A PROTRUDIN6 STUB, SO THAT CLOSURE CAN READILY START.
ALL TRIMMINe SHALL BE DONE IN ACGORDANCE WITH THE AMERICAN NATIONAL STANDARDS
INSTITUTE (ANSI) A-300 PRUNIN6 STANDARDS.
3) ROOT PRUNING SHALL OCCUR IN THE LOCATIONS SHOWN ON THE PLAN. GONTRACTOR SHALL
SEVER --HE ROOTS CLEAN, WITH A SHARP I NSTRlJMENT, TO A DEPTH OF 18". A 2" LAYER OF MULCH
SHALL BE IMMEDIATELY APPLIED OVER THE SURFACE OF EXPOSED ROOTS OF PROTEGTED TREES.
A SOIL .~UGER WILL BE USED TO BORE UNDER ROOT SYSTEMS WHEN UTILITIES ARE TO BE
INSTALLED WITHIN 10' OF A PROTECTED TREE. CONTRACTOR SHALL PROVIDE A 6' RADIUS MULCH
RIN6 AT A DEPTH OF 3" AROUND ALL EXISTIN6 TREES TO REMAIN.
4) ADDITIONALLY, BRANCHES THAT INTERFERE WITH CONSTRlJCTION OF BUILDING SHALL BE PRUNED.
ROOT AND BRANCH PRUNING NOTES
ROOT P1~ING: BEFORE GRADIN6, PAD PREPARATION, OR EXCAVATION FOR PARKING AREA
CURBS, ~:;IDEWALKS, OR DRIVEWAYS, THE ROOTS OF IMPACTED TREES MUST BE PRUNED WITH
APPROVED EGUIPMENT ONE FOOT OUTSIDE OF BARRIERS
ALL ROOT PRUNIN6 SHALL BE GONDUCTED BY A LICENSED CERTIFIED ARBORIST, AND MAY
REQUIRE THE CITY'S ARBORIST TO BE PRESENT 0URIN6 THIS PROGEDURE.
I) A DETAILED REPORT 0UTLININ6 THE REQUIRED ROOT PRUNIN6 PROCEDURES SHALL BE
PREPARED BY A LICENSED, CERTIFIED, GONSUL TIN6 ARBORIST, TO BE SUBMITTED
TO A LANDSCAPE ARCHITECT FOR APPROVAL.
2) ALL I)AMAGED ROOTS ARE TO BE EXPOSED TO SOUND TISSUE AND SEVERED CLEANLY.
ROOTS ~?HALL BE PRUNED TO A DEPTH OF 18 INCHES BELOW THE EXISTING GRADE OR TO
THE DEPTH OF DISTURBANCE IF LESS THAT 18 INCHES FROM THE EXISTING GRADE.
3) PROFHYLACTIC TREATMENTS, SUCH AS THE APPLICATION OF FUN61ClDES INTO THE PRUNIN6
TRENCH, WILL BE REQUIRED TO ENSURE THE LEAST AMOUNT OF DAMAGE TO PRUNED ROOTS.
4) AFTE;~ GOMPLETION OF ROOT PRUNIN6, ALL BARRIERS ARE TO BE REINSTALLED, AND
THE AREA INSIDE THE BARRIER IS TO RECEIVE CORE AERATION.
5) ADEGIlJA TE WATER MUST BE SUPPLIED TO ROOT PRUNED TREES TO AIDE IN ROOT
REGENERATION AND DECREASE STRESS.
6) BRA"IGH PRUNING, ALL STRUCTURAL AND ELEVATION PRUNING MUST BE PERFORMED PRIOR
TO LAND GLEARING BY A LICENSED CERTIFIED ARBORIST ACGORDIN6 TO ANSI 300
PRUNIN6 STANDARDS.
PREPARED FOR:
A.
ANDERSON LESNIAK LIMITED, INC.
LANDSCAPE ARCHITECTS' LAND PLANNERS. URBAN DESIGN
492 I S. WESTSI-JORE BOULEVARD, TAMPA, FLORIDA 33(; I I
(813) 83 I -9595 FAX 83 I -5485 anderson.lesnlak@vemon.net
project number: 0524 I
T
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--~...~- --- ---- - -~------ - -'---_----.:.-:-~-----_.
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REMOVE DEAD AND 1N...lJRED
TWIGS, TRIM NO LEADERS,
RETAIN NATURAL SHAPE.
WHITE SURVEYOR'S TAGGIN6
TAPE, 6" LEN6TH
3 - 2" X 2" STAKES DRIVEN INTO
6ROUND AT AN AN6LE, THEN TIGHTENED
TO VERTICAL POSITION, ~' MINIMUM
LEN6TH, STAKES AT 1200 ANGLE
ARBOR TIE CONNECTIONS
CROWN OF RooTBALL SHALL BE
INSTALLED I" ABOVE FINISH GRADE
3M MINIMUM MULCH LAYER, INSTALL
MULGH 2" AWAY FROM TRUNK
FINISH 6RADE
-AERATE EXISTING SOIL
BACKFILL
~--~ EXISTlN6 SUBeRADE
APPLY FERTILIZER TABLETS DtJRIN6 TREE
INSTALLATION. PLACE TABLETS BETWEEN
TOP AND MIDDLE OF ROOT MASS.
TREE 5T AKING AND PLANTIN6 DETAIL
4" SAUCER RIM WITH 3" MULCH ON TOP (WHEN NECESSARY).
SAUCER SHALL BE UNIFORM AND NEATLY CONSTRlJC TED.
GONTRACTOR SHALL REMOVE STAKING AND CSUYING
MATERIALS AFTER ONE 6ROWIN6 SEASON.
I CROWN SPREAD I
I-----~------I
Q ~Q ~~
,- --Q
REMOVE DEAD AND INJUREO
TWIGS, TRIM NO LEADERS,
RETAIN NATURAL SHAPE.
CROWN OF ROOTBALL SHALL
BE I" ABOVE FINISH 6RADE
3" MINIMUM MULCH LAYER
,;...~'...,: AERATE EXISTING SOIL BACKFILL
--- --
, ,-
IX ---1
2X
--'-T EXISTING SUBGRADE
1
APPLY FERTILIZER TABLETS DURIN6 TREE
INSTALLATION. PLACE TABLETS BETWEEN
TOP AND MIDDLE OF ROOT MASS.
MULTI-STEM TREE DETAIL
4" SAUGER RIM WITH 3" MULCH ON TOP (WHEN NECESSARY).
SAUCER SHALL BE UNIFORM AND NEATLY CONSTRlJCTED.
SAMTER HOMES
580 Trinity Lane N
St. Petersburg, Florida 33716-1200
Phone: (727) 573-1338
SHEET DESCRIPTION:
AERATE EXISTING
SOIL BACKFILL
EXISTIN6 SOIL
2X .--
~ !
r--IX--j
~ APPLY FERTILIZER TABLETS DURING PLANT
INSTALLATION. PLACE TABLETS BETWEEN
TOP AND MIDDLE OF ROOT MASS.
20 LAYERS BURLAP PAD /~T
SUPPORT CONTACT - NO
NAILS IN TREE \I'IC>OD
WIRE TIE
2" x 4. BRACE (P..T j
SPACE THREE AT 120 lYPl,:::.AL
2" x 4' STAKE (P.T)
SHRUB PLANTING DETAIL
EXISTlNe 5lIB6RADE
~ ~". Q ~
"'t '
SPACE PLANTS 24" -------, N '\------ STAGGER ROWS
ON GENTE~ d) 24' @ @ OF PLANTS
GROUND COVER SPACING DETAIL
TREE BARRIC,ADf:
WHY A BARRIER?
I. TO PROTECT ALL THE ABOVE 6ROUND PROTIONS OF THE TREE FROM DAMAeE.
2. TO PROTECT SOIL NEAR TREE FROt-t COMPACTION AND PREVENT ROOT DAMAGE.
3. TO PROVIDE PHYSICAL AND MENTAL AWARENESS OF TREE'S PRESENCE TO EQUIPMENT
OPERATORS AND GONTRACTORS TO M/\KE IT WORK
I. PLANT NO HEAVY EGUIPMENT INSIDE BARRIER; ONLY HAND LABOR.
2. PLACE NO GONSTRlJG.TION MATERIAL OR SOIL DEPOSITS INSIDE BARRIER AREA.
BY OBSERVIN6 THESE TWO SIMPLE RUU3 A TREE'S CHANCE FOR SURVIVAL IS
GREATLY IMPROVEDI
SPEGIFICA TIONS OF INSTALLING A BARRIER
I. MINIMUM RADIUS TO BE PROTECTED:
A. PINES - DRIPLlNE OR 6', WHICHEVER IS 6REA TER.
B. ALL OTHER TREES INGLUDIN6 HARDWOODS, 2/3 OF THE DRIPLlNE OR 6'
WHICHEVER IS aREA TER.
2. METHOD OF ERECTION (SEE DIAcSRAM)
A. MINIMUM HEIGHT OF UPRIGHTS 3' AND NO LESS THAN 2" X 2" LUMBER.
B. UPRIGHTS SHOULD BE SPACED AT NO MORE THAN 41 - 5' INTERVALS.
C. HORIZONTAL MEMBERS OF NO LESS THAT I" X 2" LUMBER.
BEFORE PERMIT
I. BARRIERS ARE TO BE ERECTED AROUND ALL TREES 4" DBH AND <SREA TER TO REMAIN.
THIS MUST BE DONE BEFORE ,GONSTF<1JGTION, 6RADIN6, OR ANY TREES ARE REMOVED.
2. BARRIERS ARE TO REMAIN IN PLACE UNTIL ALL PAVIN6 AND CONSTRlJC,TION AREA
DONE AND HEAVY EQUIPMENT IS OUT OF THE AREA.
3. TREES 4" DBH AND GREATER THAT ARE LOCATED WITHIN 10. OF THE LOT UNDER
CONSTRUCTION SHALL ALSO BE PROTECTED BY A BARRICADE.
I..
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PINES
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PLANNING [:iEF'Ai,('~v1f-'.1
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TREETOPS II
LANDSCAPE SPECIFICATIONS &
DETAILS PLAN
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: BEAMS WILL BRIDeE ROOTS
I OF EXISTING TREES
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PREPARED FOR:
SHEET DESCRIPTION:
ANDERSON LESNIAK LIMITED, INC.
SAMTER HOMES
580 Trinity Lane N
81. Petersburg, Florida 33716-1200
Phone: (727) 573-1338
TREE PRESERVATION PLAN
TREETOPS II
LANDSCAPE ARCHITECTS · LAND PLANNERS · URBAN DESIGN
492 I S. WESTSHORE BOULEVARD, TAMPA, FLORIDA 33G I I
(813) 83 I -9595 FAX 83 1-5485 anderson.lesmak@verlzon.net
project number: 05241
---2
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NOI VALID UljUC;S SIGNED & EMBOSSED
BY A REGIS TfRI.IJ lANDSCAPE ARCHlll C i
NO. DA TE
REVISIONS
~<lrv1 EL = 4-221'
IF ~~ = 39 42',. E '.'.VCP \-----
W w = 39,39. EI VCP I
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APP'D
BY
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~-'~/'.,l\(' ~1\..;'~
Ci~' ..'1'
:__J ,
JOB NO
04-087
FB&PG
DATE
08-05- 05
_)1;'/( .' ,.
} ~ r~.
LA-I
SHT
OF
IRRIGATION NOTE
~I
II
NORTH ' ;1
---~- w --- ~ wy----- . ---~ w - --- W T
, -- 16" EX WA IER L,NE ~
(ARPROX LOCA1IONi 0
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- w - -- - w
w --------- I/i ----~- W --- ---~ w ----- w ----- w
...-- w ---- ..- w ------- w ---- w ~------ w
w ------ w ---~-- w ------ '{oJ -_._-~- w
ALL LANDSCAPE AREAS SHALL BE WATERED WITH AN AUTOMATIC, UNDEReROUND
IRRI6A TION SYSTEM, WITH A RAIN CHECK DEVISE CONNECTED TO THE CONTROLLER.
AFTER THE 3O-D/~Y ESTABLISHMENT PERIOD, THE CONTROLLER SHALL BE SET
TO OPERATE IN COMPLIANCE WITH LOCAL WATERINe RESTRICTIONS. SPRAY //' ---
AND ROTOR HEAl:> N0771 Fe::; SHALL BE AD~TED TO alMINATE OVER S~"w "
ONTO PAVED 5UfC:FACES. IRRI6ATION SHALL PROVIDE 10C$ COVER.A.SE:
-----
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r' / i / v/ ~ I I I cj.... _", coen M^,"
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€I I OF E, ,6 TREES ~ Ol-\B 1/62, F)C 290 {!!;
I
I
-_/
W
--- W --~- W y~ W -----~ W - -----~- W
,-- 16" EX WATER UN':
(APPROX LOLA TIOI )
_ _ --- -"- 'Iw ------- W -- -~- . W -- ---- W
---w ------------
I
-1
I
o
lOO'
/ ( [-I \
I?/W \ j)
/.- "
TREJ= LEGEND
",....--"
/" ,
( 20" \ OAK
t @) :
\ ..
, I
, /
,....--","
EXISTIN6 TREE
TO REMAIN
CJ
TREE
BARRICADE
ROOT PRUNIN6
LIMITS
SYMB,OL LEGEND
AReENTINE BAHIA SOD
TREE REGUIREMENTS
PERIME11::R ABUTTIN6 ROW
NORTH BUfTCR
3552>6'/35 LF = 10 TREES X 2 = 20 - Ac,c,ENT TRee"? (OHW)
J.-eST 001 f LR
283'1B5 LF = 8 TREES X 2 = 16 - Ac,c,ENT TREES (OHH;
EAST OOITL]<.
2e3.66/35 LF = e TREES - SHADE TREES
SOUTH BUfTCR
BGtCf2>/35 LF = II TREES - SHADE TREES
TOTAL REGUIRED PERIMETER TREES:: 55 TREES
FOUNDATION REGUIREMENTS
iCfO LF/40 LF = 20 X 2 = 40 Ac,c,ENT TREES
TOTAL TREES REGUIRED = Cf5
TREE REMOVALS
2623- REMOVED + 5'10. SAVED :: 3,213"
CREDITS :: 3,213- X 25~ = 003
+ 5CfO" SAVED
+ 302M PROPOSED
1,6Cf5 CREDIT
REPLAc.EMENT INCHES :: 3,213" - I,6Cf5a :: 1,5leM
TREE BANK= 1,5le- x 24 (for rated 3) = $36,432
PROPOSED TREES
GlJEENPALM
FOXTAIL PALM
LIVE OAK
HleHRlSE LIVE OAK
SOUTHERN MA6NOLIA
TREE-FORM L16U5TRUM
SILVER BUlTONHOOD
Y AUPON HOLLY
EASTERN REDBUD
HIBIse.us STANDARD
40 X 1 = 40"
22 X I = 22M
10 X 3 = 30-
II X 3 :: 33"
15 X 3 :: 45-
22 X 2 :: 44"
4 X 2 = eM
24 X 2 :: 48a
e X 2:: 16"
e X 2 = 16"
:'-EF: ' ,,~, iOur,
)1~ll';ir,;?\
)r'." i-
TOTAL TREES PROPOSED = 164
302M
)i.j\I\~\Jd~\..:~ ~ :'L i '1\ '. ':
(~'lTv c~~ (..
f ,\,':''/",:/J.,d :-
PLANT MATERIAL LIST
(n
U)
Q) ~t'E:
\..u SYM. G'TY.
OJ
GP
~
HI
GU
fIR
5R
CA
HR
PA
CP
PN
SA
TF
SP
PX
RI
LM
DV
59
PREPARED FOR:
SHEET DESCRIPTION:
DESIGNED
SAMTER HOMES
580 Trinity Lane N
St. Petersburg, Florida 33716-1200
Phone: (727) 573-1338
LANDSCAPE PLAN
ANDERSON LESNIAK LIMITED, INC.
TREETOPS II
FMA
DRAWN
FMA
LANDSCAPE ARCHITECTS · LAND PLANNERS · URBAN DESIGN
492 I S. WESTSHORE BOULEVARD, TAMPA, FLORIDA 33G I I
(813) 83 I -9595 FAX 831-5485 anderson.lesmak@verlzon.net
project number: 05241
CHECKED
AU
Q,C
BO'TANICAL NAME
40 SY A6I~ ROMANZOFFIANA
22 WODYl=rIA BIRJRC,A T A
10 GtJERC~ VIReINIANA
II GUERC,l)S VIReINIANA GVTIA
15 MAeNOLlA eRANDIFLORA
22 L16U5-rRUM ..JAPONICA
4 CONO<::'ARPUS ERECTVS 'SERICBJ5"
24 ILEX VOMITORIA
e CERCI~; CANADENSIS
e HIBISCUS ROSA SINENSIS
64 c.c>GCA::>LOBA WIFERA
e Pf-lOEJ'-IIX ROEBELENII
4 STRELITZIA RE61NAE
C{ CRINlJI-1 ASIA TIGUM
131 HIBISC.lJ5 ROSA SINENSIS
40 PLUME,ASO AURIGULA T A
155 CHRy~;oaALANJ5 ICACO "RED TIp.
6 PSYOIOTRIA NERVOSA
32 SC,HEFf=LERA AReORICOLA
ICfO TRIP5,~GUM FLORIDANA
55 SEREt-IOA REPEN5
15 PHILODENDRON "XANADlJ"
524 RAPHIOLEPIS INDICA
36 L1RIOf'E MJSC,ARI
112 DIETE3 VESET A
10 EVOL VULlJ5 eLOMERA 1tI5
lHESE PLAN) MAY rWT BE COPIE[1 Uk
MODI,IED WI1HOUT, WR~TE, t" PERMI,SSlor;J
r RO:S;UI r U)i\') r C "UL t' G INC :
: \
r--- "-~
___ '!.. AL:!.:d; UTT[k. -:::O~11/f;~___~ I 11/02/05
Nor VALID \. r,~~ FSS (jIGNEO .~ EMBOSSl[1
BY A RF(;'S 1':RFD ',A!,U:;CAFf, AR:';HI TLl':
NO. DA TE
COMMON NAME
SPECIFICATIONS
GUEENPALM
161-21' OVERALL HT, 6REY WOOD
Ie . 16' HT 4 4 . Ie' OVERALL HEleHTS
13' HT X 6' SPD, 3- CAL, 65 eALLON
13' HT X 61 SPD, 3" CAL, 65 6ALLON
e' HT X 4' SPD, 2" CAL, 30 eALLON
e' HT X 61 5PD, MJL TI-STEM
e' HT x 61 SPD, 45 6ALLON MULTI-STEM
el HT X 4' SPD, 30 6ALLON, MULTI-STEM
e' HT X 5' SPD, 2" CAL, 30 eALLON
--
FOXTAIL PALM
LIVE OAK.
HI6HRISE LIVE OAK
SOlITHERN MAeNOLIA
TREE-FORM LleIJ5TRJJM
SIL VER BlJTTONrKX)D
YAlJPON HOLL Y
EASTERN REOEJ()[;)
HIBI5aJ5 STANDARD, PINK
SEAeRAPE
el HT X 4' SPD, 2" CAL, 15 6ALLON
24' HT X 24' SPD, 3 6ALLON
5'-61 HEleHT, DOUBLE
30" HT X 36M SPD, 10 6ALLON
48ft HT X 48" SPD, 15 6ALLON
--
PY'eMY OATE PALM
BIRD OF PARADISE
CRIMJM LILY
REO ootJJ3L.E HIBI5aJ5
PLUMBAeo
RED TIP COCOPLUM
COFFEE PLANT
24' HT X 241 SPD, 3 6ALLON
24" HT X 24" SPD, 3 6ALLON
24- HT X 24" SPD, 3 6ALLON
24" HT X Ie" SPD, 3 eALLON
"TRINETTE" OJVARF SCHEFFLERA Ie" HT X Ie" SPD, 36ALLON
OJVARF FAKAHA TCHEE eRA5S
SArI PALMETTO
XANADU PHILODENDRON
Ie" HT X Ie" SPD, 3 6ALLON
Ie" HT X Ie" SPD, 1 6ALLON
leM HT X Ie" SPD, 3 6AU-ON
OJVARF INOIAN HANTHORN
a1ERALO eooOESS
miTE AFRICAN IRIS
BLUE DAZE
12" HT X 15" SPD, 3 6ALLON
14" HT X 12- SPD, 2 6ALLON
10. HT X 10" SPD, '6AU.ON.
,_o' r, ,': '".'_,'
6" HT X 10" SPD~ f SAU.QNi r
, i '. " r '
JOB NO
04 087
LA-2
SHT
F B .. PG,
AS REQUESTED BY THE CITY
DATE
REVISIONS
APP'D 08-05-05
BY
OF
DESIGNED
FMA
DRAWN
FMA
CHECKED
AU
Q,C
L,ANDSCAPE INSTALJ-ATION NOTES
I) ALL PLANT MATERIALS SHALL BE FLORIDA #1 OR BE I I b<. AS 61VEN IN, 6RADE5
AND STANDARDS FOR NJRSERY PLANTS. FEBRUARY ICfCf8 EDITION, PUBLISHED BY
THE FLORIDA DEPARTMENT OF A6RlaJLlURE AND CONSUMER SERVICES.
2) LOCATION OF PLANTS ON THE PLAN ARE DIA6RAMMA TIC- SEE THE LANDSCAPE
ARGHITEc:::'T FOR GlJESTIONS ON EXACT LOCATIONS. THE PLANT MATERIALS LIST IS
PROVIDED FOR THE CONVENIENCE OF THE LANDSC,APE GONTRAGTOR; SHOULD THERE BE
ANY DISGREPANCY BE1YEEN THE PLANT LIST AND THE PLAN, THE PLAN SHALL PREVAIL.
3) IT IS THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL PLANT BED
AREAS HAVE PROPER DRAINA6E FOR OPTIMUM 6ROWTH OF LANDSCAPE MATERIAL
BEFORE INSTALLATION BE6INS.
4) THE CONTRACTOR SHALL INSURE THAT ALL PLANTIN6 ISLANDS AND OTHER AREAS SHALL
BE CLEAN OF TRASH, CONSTRlJC.TION DEBRIS, OR OTHER WASTE MATERIALS TO A DEPTH
OF 24" PRIOR TO LANDSCAPE INSTALLATION.
5) ALL PLANT BEDS AND TREE RINeS SHALL BE ~TED WITH A PRE-EMEReENT HERBICIDE
AND THEN TOP-DRESSED WITH 3" DEEP PINE BARK tiJcSeETS. ALL NEW TREES SHALL HAVE A
TREE RIN3 WITH A MINIMUM OF 2411 RADIUS, ALL NEW TREES AND PALMS SHALL BE STAKED. ALL
EXISTINeS TREES TO REMAIN SHALL HAVE A 6' RADIUS MULCH RINeS AT A DEPTH OF 3".
6) NEW SOD SHALL BE AReENTlNE BAHIA SOD APPROXIMATELY 46POO S.F. AS SHOWN ON THE
PLAN. CONTRACTOR SHALL DETERMINE EXACT GUANTITIES IN THE FIELD. SOD AREAS SHALL
BE MAINTAINED BY THE CONTRACTOR FROM THE TIME OF INSTALLATION TO THE TIME OF FINAL
AC,C,EPT.A.NCE. TOP OF SOD AND MJLCH SHALL BE I" BELOW SIDEWALK.
1) TREES 5HRlJB5, AND 6ROUND COVER SHALL BE INSTALLED USIN6 THE FOLLOWIN6
PROCEDURE. PLANT PITS SHALL BE EXCAVATED TO TWICE THE DIAMl::ICR OF THE PLANT
ROOT BI'U. AERA Tt: EXISTIN6 SOIL BEFORE BACKFILLIN6 PIT. ADD AeRIFORM FERTILIZER
TABLETS TO EACH PLANT PIT, AS PER THE SPECIFICATIONS.
8) TREE INSTALLATION: ALL REQUIRED TREES SHALL BE INSTALLED I" - 2" ABOVE FINISH
6RADE. TREES INSTALLED OR BURIED TOO DEEP SHALL BE RESET TO THIS STANDARD.
REMOVE THE TOP 1/3 OF THE HIRE BASKETS ON ALL B . B STOCK.
E:XOTIC PEST PLANT REMOVAL
ALL INV I'61VE EXOTIC SPECIES SUCH AS BRAZILIAN PEPPER, CHINESE TALLOW, AND PUNK
TREES, MJST BE REMOVED FROM THE SITE. EXOTIC TREES AND SHRUBS SHALL BE
GUT FLUSH WITH FINISH 6RADE. RE5UL TiNe S11JMP5 SHALL BE REMOVED FROM THE
SITE OR'TREATED WITH AN APPROVED HERBICIDE. CONTRACTOR SHALL ~T
GUT SlU-'PS WITH 6ARLON 3A, TROOPER, OR RODEO HERBICIDE TO THE CAMBIUM
LAYER AS PER MANUFACllJRER'S INSTRlJC,TIONS, AT THE RECOMMENDED STREN6TH TO
PREVENT RE-eROWTH. APPLY HERBICIDE IMMEDIATELY AFTER TRUNKS ARE
CUT TO PREVENT SAP FROM SEALING WOUNDS. REMOVE ALL WASTE MATERIALS
PRODUCED BY THIS WORK FROM THE SITE AND DISPOSE OF THEM IN A LE6AL MANNER.
TREE PROTECTION NOTES
I) DURIN€' LAND ALTERATION AND CONSTRlJC,TION ACTIVITIES, IT SHALL BE lJNLAH=UL
TO REMOVE VEeETA TION BY eRUBBlNeS OR TO PLACE SOIL DEPOSITS, DEBRIS,
SOLVENTS, MAcHINERY OR CONSTRIJC,TION MATERIAL OF ANY KIND WITHIN THE
DRIPLINE OF A TREE TO REMAIN.
2) BEFORE CONSTR.lJC,TION STARTS, ALL PROTECTED TREES SHALL BE PRUNED AS FOLLOWS:
PRUNE TF~ TO 12' CLEAR TRUNK HEleHT, REMOVE ANY DEAD OR DECEASED TRUNKS OR
BRANCHE::', AND REMOVE WEAK OR CROSSED BRANGHES. ALL GUTS SHALL BE MADE
5UFFICIENTL Y CLOSE TO THE TRUNK OR PARENT LIMe, WITHOlIT aJTTlNe INTO THE BRANCH
COLLAR OR LEAVINS A PROTRUDINe STUB, 50 THAT CLOSURE CAN READILY START.
ALL TRI~fMINe SHALL BE DONE IN Ac.c.oRDANCE WITH THE AMERICAN NATIONAL STANDARDS
INSTI1UTE: (ANSI) A-300 PRUNINe STANDARDS.
3) ROOT PRUNINe SHALL OCGUR IN THE LOGATIONS SHOWN ON THE PLAN. CONTRACTOR SHALL
SEVER THE ROOTS CLEAN, WITH A SHARP INSTRUMENT, TO A DEPTH OF lell. A 2- LAYER OF MULCH
SHALL 61: IMMEDIATELY APPLIED OVER THE SURFACE OF EXPOSED ROOTS OF PROTECTED TREES.
A SOIL ,61JeER WILL BE USED TO BORE UNDER ROOT SYSTEMS J.+fEN lITlLlTIES ARE TO BE
INSTALLED WITHIN 10' OF A PROTECTED TREE. CONTRACTOR SHALL PROVIDE A 6' RADIUS MULCH
RINeS AT A DEPTH OF 3- AROUND ALL EXISTINe TREES TO REMAIN.
4) ADDITIONALLY, BRANCHES THAT INTERFERE WITH CONSTRlJC,TION OF BlJILDIN6 SHALL BE PRUNED.
BOOT AND BRANCH PRUNINcS NOTES
ROOT PFCUNINe: BEFORE eRADlNe, PAD PREPARATION, OR EXCAVATION FOR PARKIN6 AREA
aJRBS, SIDEWALKS, OR DRIVEWAYS, THE ROOTS OF IMPACTED TREES MUST BE PRUNED WITH
APPROVI:D EGUIPMENT ONE FOOT OUTSIDE OF BARRIERS
ALL ROOT PRUNIN6 SHALL BE CONDtJC,TED BY A LICENSED CERTIFIED ARBORIST, AND MAY
REGUIRE THE CITY'S ARBORIST TO BE PRESENT DURINe THIS PROCEDURE.
I) A DETAILED REPORT OUTLINING THE REGUIRED ROOT PRUNINeS f'ROC,EDURES SHALL BE
PREPARED BY A LICENSED, CERTIFIED, CONSUL TIN6 ARBORIST, TO BE SUBMITTED
TO A LAI-DSGAPE AA.CHITECT FOR APPROVAL.
2) ALL DAMAeED ROOTS ARE TO BE EXPOSED TO SOUND TI55UE AND SEVERED CLEANLY.
ROOTS SHALL BE PRUNED TO A DEPTH OF Ie 1Nc.HE5 BELOH THE EXISTINe eRADE OR TO
THE DEP1'H OF DISlURBANCE IF LESS THAT Ie INCHES FROM THE EXISTINe 6RADE.
3) PROf'I-fYLAGTIC ~TMENTS, SUCH AS THE APPLICATION OF AJNeICIDES INTO THE PRUNINeS
TRENCH, IIIIILL BE REGUIRED TO ENSURE THE LEAST AMOUNT OF DAMAeE TO PRUNED ROOTS.
4) A~~ COMPLETION OF ROOT PRUNINe, ALL BARRIERS ARE TO BE REINSTALLED, AND
THE ARE1!\ INSIDE THE BARRIER IS TO RECEIVE GORE AERATION.
5) ADEGlIATE WATER MJ5T BE SUPPLIED TO ROOT PRUNED TREES TO AIDE IN ROOT
REeENEFCATION AND DECREASE STRESS.
6) BRAN<;'H PRUNIN5, ALL STRlJC,TURAL AND ELEVATION PRUNIN6 MJ5T BE PERFORMED PRIOR
TO LAND CLEARINeS BY A LICENSED CERTIFIED ARBORIST Ac.c.oRDlNe TO ANSI 300
PRUNINcS STANDARDS.
PREPARED FOR:
ANDERSON LESNIAK LIMITED, INC.
LAND5CAPE ARCHITECT5 · LAND PLANNERS · URBAN DE51GN
492 I 5. WE5T5HORE BOULEVARD, TAMPA, FLORIDA 33(; 1 I
(813) 83 I -9595 FAX 831-5485 anderson.lesmak@verlzon.net
project number: 05241
t CROWN SPREAD t
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co <9
<9 REMOVE DEAD AND 1N...lJRED
0 TWISS, TRIM NO LEADERS,
v RETAIN NATURAL SHAPE.
0<3
" G;) WHITE SURVEYORS TAcSelNe
~ 0
TAPE, 6" LEN5TH
"'co 3 - 2" X 2" STAKES DRIVEN INTO
~ "" ~
G;) ~ eROUND AT AN AN5LE, THEN TleHTENED
<3 0
I co G;) .[) TO VERTICAL POSITION, e' MINIMUM
G;)
() LENGTH, STAKES AT 1200 ANeLE
co <3<3
"'QG;) () ()
) ( ARBOR TIE CONNECTIONS
CROWN OF ROOTBALL SHALL BE
INSTALLED I" ABOVE FINISH 6RADE
I ^ / 311 MINIMlJM MULCH LAYER, INSTALL
HJLCH 2" AWAY FROM TRUNK
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FINISH 6RADE
AERATE EXISTINe SOIL
BACKFILL
EXISTINe 5lJB6RADE
APPLY FERTILIZER TABLETS Dt)RIN6 TREE
INSTALLATION. PLACE TABLETS BE1l^EEN
TOP AND MIDDLE OF ROOT MASS.
TREE STAKING AND PLANTING DETAlb
4" SAUGER RIM WITH 3" MJLCH ON TOP (J.+fEN NECESSARY).
SAUGER SHALL BE UNIFORM AND NEATLY CONSTRlJC,TED.
CONTRACTOR SHALL REMOVE STAKINe AND euYIN6
MATERIALS AFTER ONE eROWING SEASON.
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APPLY FERTILIZER TABLETS DURINe TREE
INSTALLATION. PLACE TABLETS BE1l^EEN
TOP AND MIDDLE OF ROOT MASS.
MULTI-STEM TREE DETAIL
4" SAlJC,ER RIM WITH 3" t1JLCH ON TOP (WHEN NECESSARY).
SAlJC,ER SHALL BE UNIFORM AND NEATLY CONSTRlJC,TED.
SHEET DESCRIPTION:
SAMTER HOMES
580 Trinity Lane N
St. Petersburg, Florida 33716-1200
Phone: (727)573-1338
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r\\: ~ FOR GlJEEN. FOXTAIL PALM
~ ~ ~ INSTALLATION. TRIM 1/3 OF
J. ~ ~ FRotD5 AT TII"E OF DI66INe
r-..: ~ AND Pl..ANTINe
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~ 20 LA'1"ER5 ~ PAD Al"
~~ SUPPORT GONTAGT - NO
~ ~ ~ = ::: ~: TREE K?OD
i~ ~r4 )/ 2- x 4- BRACE (P.T J
/.. ~ SPAc.E THREE AT 120 TY'PIC,I'L
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Iff t--:=:' l~ 1 I 4- MIN. SAUCER RIM
~ ~ t;;;:- "~r\ FINISH eRADE ~
1~J.!; :rwrnill ~ ~'t: ~. 3- MINltU-I H.t.GH
~lli~l,lli~1 rn~11 ,.,,~:;,. ROOTBALL,I&- MINltU-I
- - . ,. , RADIUS FROM m1JNK
IT 1=1 '..',' .. .': .. HAStED-IN AND TAMfIB:)
-==W ill .':' ': .:'.' '.' . .~,., '~ EXISTlNe SOIL
lWlil'~"~: ~I'I';'m:-~~:'tlr~:
u. . .W. I .ill. . .W~. . .W~:r;-. EXI5T1Ne 5l89RADE
PALM STAKING AND PLANTINc5 DETf~
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2X ·
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- APPLY FERTILIZER TABLETS DURINcS PLANT
INSTALLATION. PLACE TA6LETS BETHEEN
TOP AND MIDDLE OF ROOT MASS.
SHRUB PLANTINc5 DETAIL
@ @.G @
SPAGE PLANTS 24" $. ~
ON CENTER
@ 3!' ,(l
- STAGGER ROWS
OF PLANTS
GROUND COVER SPACING DETAIL
TREE 6ARRIC,ADE
WHY A BARRIER?
I. TO PROTECT ALL THE ABOVE 6ROlJN[) PROTIONS OF THE TREE FROM DAMAeE.
2. TO PROTECT SOIL NEAR TREE FROM COMPACTION AND PREVENT ROOT DAMAeE.
3. TO PROVIDE PHYSICAL AND MENTAL AWARENESS OF TREE'S PRE5ENc.E TO EGUIPMENT
OPERATORS AND CONTRAGTORS TO MAI<E IT HORK
I. PLANT NO HEAVY EGl)IPMENT 11N5IDE E.ARRIER; ONLY HAND LABOR.
2. PLACE NO C,ONSTRlJC,TION MATERIAL OR SOIL DEPOSITS INSIDE BARRIER AREA.
BY OEYJERVINeS THESE THO SIMPLE RULE~ A TREES CHANCE FOR SURVIVAL 15
eREATLY IMPROVED I
SPECIFICATIONS OF INSTAIIIN6 A BARf<JI;E
I. MINIMUM RADIUS TO BE PROTECTED:
A. PINES - DRIPLINE OR 61, I>'f-fICHEVfR IS eREA TER.
6. ALL OTHER TREES INCLUDINe HARDHOODS, 2/3 OF THE DRIPLlNE OR 61
WHICHEVER IS eREA TER.
2. METHOD OF EREGTION (SEE DIAeRAJI'l)
A. MINIMUM HEleHT OF UPRleHTS 3' .AND NO LESS THAN 2" X 2" LUMBER.
B. UPRleHTS SHOULD BE SPACED AT NO MORE THAN 41 - 51 INTERVALS.
C. HORIZONTAL MEMBERS OF NO LE:6 THAT I" X 2" LUMBER.
BEFORE PERMIT
I. BARRIERS ARE TO BE ERECTED AROLIND ALL TREES 4" DBH AND eREATER TO REMAIN.
THIS MJ5T BE DONE BEFORE CONSTRUCTION, eRADIN5, OR ANY TREES ARE REMOVED.
2. BARRIERS ARE TO REMAIN IN PLACE UNTIL ALL PAVING AND CONSTRIJC,TION AREA
DONE AND HEAVY EGUIPMENT IS OUT OF THE AREA.
3. TREES 4" DBH AND eREATER THAT ARE LOGATED ~ITHIN 10' OF THE LOT UNDER
CONSTRlJC,TION SHALL ALSO BE PROll::CTED BY A BARRICADE.
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/ ~ ~D BARRIER
C,
A. 31 X 2" X 2"
B. 12"
C. 41 - 5'
D. I" X 2"
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A '" WOD BARRIER
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TREETOPS II
LANDSCAPE SPECIFICATIONS &
DETAILS PLAN
fHESE PLA ,,; MAl NO r BE COPIED OR
MODIFI~IJ~ THOI;T ViF(~'-'f ~i ,PlRMISSI,O',
~21~~
IiOT VALID 1J~11 SS SIGNf.l) & CMS('SS'II
PI 1\ RfGI<.TfRFO I ANDSC'APE ARCHllECI
DATE
JOB NO,
04-087
LA-3
SHT
FA &PG
NO,
APP'D 08,- 05- 05
BY
OF
DATE
REVISIONS
CLEARWATER, FLORIDA
CONSTRUCTION PLANS
VICINITY MAP
SW 1/4 OF THE SE 1/4
SECTION 18, TOWNSHIP 29 S, RANGE 16 E
PINELLAS COUNTY, FLORIDA
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LOCATION MAP
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:? " ;1 f !*' 1. ~iiIe :,. l~ I ,: ( j~!-.";" ..,..k\.tkad a',}i;:".;'7'~'\"",!;;,F"" ')"{':'/;,;'.';;;"'.<'1i','(~.i'.1:~
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PROJECT
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LEGAL DESCRIPTION
LEGAL DESCRIPTION per Official Records Book 11781, Page 1 081:
A parcel of land situated in the Northeast 1/4 of the Southwest 1/4 of
the Southeast 1/4 of Section 18, Township 29 South, Range 16 East,
Pinellas County, Florida, comprised of those portions of real property
described in deeds recorded in O.R. Book 124, page 235 and O.R. Book
8750, page 1614 of the Public Records of Pinellas County, Florida, which
are lying South of Druid Road described in deed recorded in O.R. Book
1281, page 245 of said Records, and North and West of property of
FLORIDA POWER CORPORATION described in deed recorded in O.R. Book 1262,
page 290 of said Records; all of which being more particularly described
as follows:
WARNING
CONTRACTOR TO CALL "SUNSHINE STATE ONE CALL"
1-800-432-4770 48 HOURS PRIOR TO ANY CLEARING
OR CONSTRUCTION FOR EXISTING UTILITY LOCATIONS
~
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From thEt center of Section 18, Township 29 South, Range 16 East,
Pinellas County, Florida, run South89.41'18"East along the North line of
the Southeast Quarter of said Section and along the centerline of Gulf
to Bay Boulevard, 834.1 feet to a point; thence South01.00'52"West,
1382.48 feet, more or less, to the intersection with the South line of
Druid RO'Jd (100-foot right of way) for the POINT OF BEGINNING of the
property herein described; thence South89i 4'05"East along the South
line of Druid Road, 400.05 feet, more or less, to a concrete monument on
the West line of property of Florida Power Corporation described in deed
recorded in O.R. Book 1262, page 290; thence South01.01'28"West along
the West line of said property of Florida Power Corporation, 282.97
feet, m ore or less, to a concrete monument; thence North89.14'05"West
along th.~ North line of said property of Florida Power Corporation,
400.0 feet, more or less, to a concrete monument; thence
North01.00'52"East, 282.97 feet, more or less, to the POINT OF
BEGINNING.
Gulf Coast Consulting, Inc.
Land Development Consulting
SAMTER HOMES
580 TRINITY LANE N
ST. PETERSBURG, FLORIDA 33716-1200
PHON:: 021) 573-1338
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13825 Icot Blvd Suite 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
SHEET
DRAWING INDEX
TITLE
1
2
3
4
COVER SHEET
NOTES AND SPECIFICATIONS PLAN
STORMWA TER POLLUTION PREVENTION PLAN
CONSTRUC~ON SURFACE WATER
MANAGEMENT PLAN
EXISTING CONDITIONS & TREE DEMO PLAN
PRELIMINARY PLAT
HORIZONTAL CONTROL PLAN
PAVING, GRADING & DRAINAGE PLAN
WATER & SEWER PLAN
PAVING, GRADING & DRAINAGE DETAILS
PAVING, GRADING & DRAINAGE DETAILS
WATER & SEWER DETAILS
WATER & SEWER DETAILS
LIFT STATION DETAILS
5
6
7
8
9
10
1 1
12
13
14
SITE DATA
PARCEL II) ~
18/29/16/0??oo/430/0100 c!c 18/29/16/0??oo/430/0200
EXIS11NG PROPOSED REQUIRED
LAND USE DESlGNA l1ON: R/O/G RM
ZONING: 0 ..DR
TOTAL LOT AREA: 2.6008 AC (113.290 SF) 2.6008 AC (113.290 SF) 10.000 SF ("IN)
D'ltELUNG UNITS: 0 39 39 (PER "DR ZONING)
PRESENT USE VACANT RESlDENllAL MODERERA 1E TO HIGH RESlDENllAL
BUILDING HEIGHT: N/A 35 FT 40 FT (MAX)
TABLE
IMPER..E.e.BLE SURFACE TOTAL (:;F): N/A 63.926 SF (56.4X)
BUILDINI~ (SF): N/A 29.794 SF (26.3X)
VEHICULAR USE AREA (SF): N/A 26.767 SF (23.6X)
S1DEWAl.K (SF): N/A 7.365 SF (6.5X)
OPEN SPACE (SF): 113.290 SF 49.364 SF (43.6X)
BUILDING SElBACKS: ,J1<IGINAI
~)f t-' f~,I\./~;"
FRCNT (N): N/A 25 FT 25 FT (WIN)
FRCNT (W): N/A 12.3 FT 5 FT (WIN) F-i~t~ :: .:' )UI ,
L,
FRCNT (s): N/A 40.9 FT 20 FT (MIN) ," NNINc, UH';", .
FRCtH (E): N/A 12.2 FT 5 FT (MIN) L ~y OF CLEAIN.'.:
84 SPACES 39 UNITS
PARKING: 78 (2 PER UNIl) 1.5 SPACES PER UNIT
PWS 6 ADDIllONAL SPACES 59 SPACES
FLOOD ZONE
PRo.ECT UES WllHlN FLOOD ZONE X AS DEUNEA lED IN FatA FLOOD INSURANCE RATE MAP
COMMUNITY PANEL NUMBER 12103C0128G. INDEX DATED SEPTEMBER 3. 2003. ·
FOR LANUSCAPE SIZE c!c SPECIES SEE LANDSCAPE PLAN.
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04-087
DA 18 08-05-06
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GENERAL CONSTRUCTION NOTES
ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM.
LOCATIONS, ELEVA11ONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES,
AND OTHER FEAlURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE
AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY
THE LOCATIONS, EI..EVATlONS, AND DIMENSIONS OF ALL EXISTING UTILITIES,
STRUCTURES AND OTHER FEA lURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
THE CONTRACTOR '5HALL CHECK THE PLANS FOR CONFUCTS AND DISCREPANOES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER
OF ANY CONFUCTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE
AFFECTED AREA.
THE CONTRACTOR 5HALL EXEROSE EXTREME CAUTION IN AREAS OF BURIED
UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTILITY COMPANIES IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING
UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CAWNG "SUNSHINE"
AT 1-800-432-4"770. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
UTILITIES NOT INCl.UDED IN THE "SUNSHINE" PROGRAM.
THE CONTRACTOR S RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING
FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE
WORK PERFORMED BY THE CONTRACTOR.
ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR
TO BASE AND SUF:F ACE CONSTRUCTION.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT
AND INSPECTION F:EQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
CONTRACTOR SHAll. OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPEC'nONS ACCORDING TO AGENCY INSTRUCTION.
8. ALl SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST
REVISIONS AND/OH LATEST EDITION.
9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
10. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER, SHOP
DRAWINGS ON ALL PRECAST AND MANUFAClURED ITEMS WHICH ARE FROM 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
CLEARING AND EROSION CONTROL NOTES
PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE
CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL
REGULA TORY AGENCy'S TREE ORDINANCE IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CODITION. NO TREES
SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE
APPROPRIA TE REGULATORY AGENCIES.
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.
THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE,
NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED AND MULCHED, OR
PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIA TEL Y FOLLOWING
CONSTRUCTION.
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.
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 REWAIN.
THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY
EXISTING STRUCTURES.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COUPANIES TO
DISCONNECT, RELOCATE OR REMOVE THEIR F AClUTlES PRIOR TO REMOVING OR
DEMOUSHING ANY EXISTING STRUCTURES FROM THE SITE.
THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN
DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE
CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY
FOR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND
TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE
UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE
CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE
PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE
WITH THE PROPOSED CONSTRUCTION SHALl BE RELOCATED BY THE RESPECTIVE
UTILITY COMPANIES, AND THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY
COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE
CAUSED TO THE CONlRACTOR BY THE VARIOUS UTILITIES SHALL BE INODENTAL TO
THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOM:D.
THE CONTRACTOR 'MLL 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 CAWNG THE OWNER AND REQUESTING
A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION.
10. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VlONITY 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 PROGlRESS.
(To be used If Maximum Dl!nslty
separation between
SHWT & bottom of Optimum Moisture (Standard)
base Is <1.5') Compressive Portland Cement 300 PSI at 7 Days One Set of 3 Per Soil
Strength Specimens Assoc. Specifications Type Dally .*
Test Coren Portland Cement 450 PSI at 21 Days One Set of 3 Per Soil
Assoc. Specifications Set of Compressive ..
TESTlNG SCHEDULE GUIDE
1.
1.
14. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALl BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND
THE FLORIDA DEPARTt.AENT OF TRANSPORTATION STANDARD SPEOFlCATlONS FOR
ROAD AND BRIDGE CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL
SPECIFICATIONS THERETO.
15. UNDERCUTTING AND/OR OVEREXCAVATlNG THE RETENTION/DETENTION AREAS WILL
NOT BE ALLOWED.
16. THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS, SIGNED AND
SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL MEET
THE REQUIREMENTS ESTABLISHED BY ALL REGULATORY AGENOES FOR THE PURPOSE
OF CERTIFYING THE STORMWA TER MANAGEMENT SYSTEM. THE CONTRACTOR SHALL
SUBMIT TEN COPIES OF THE CONSTRUCTION PLANS WITH COMPLETE RECORD DRAWING
INFORMATION TO THE OWNER'S ENGINEER FOR THE PURPOSE OF CERTIFYING THE
STORMWA TER MANAGEMENT SYSTEM.
Per Soil Type
One Per 2,500 S.F.
Horizontally * ;
Every 2 Vertically
02922
At least one for each pipe run
2.
ITEM
TEST TYPE
TEST 1.0.
AASHTO T180
ASTM 01557
AASHTO T191, T204
T238
ASTM 01556, 02937
02922
REQUIREMENT
N/A
FREQUENCY
Embankment
Maximum Density
OptImum I~olsture
Field Density
Per Soil Type
One Per 2,500 S.F.
Horizontally * ;
Alternating Lifts (12 Inches)
2.
95% of MaxImum
Density
3.
Utility Maximum Density
Trench Backfill Optimum Moi:sture
Under Roadways field Density
and Structures
AASHTO T180 N/A
ASTM 01557
AASHTO T191, T204 95% of Maximum
T238 Density
ASTM 01556, 02937
02922
4.
3.
4.
PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS
1. THE STORM DRAINAGE PIPING AND FIL TRA TlON SYSTEM SHALL BE SUBJECT TO A
VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF
BACKFILL THE CONTRACTOR IS TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE
TO SCHEDULE AN INSPECTION.
2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE PRO..ECT.
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL APPLICABLE TESTING
WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE
TESTING SCHEDULE OF ALL REGULA TORY AGENOES. UPON COUPLETlON OF THE WORK,
THE SOILS ENGINEER MUST SUBUIT CERTIFICATIONS TO THE OWNER'S ENGINEER
STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
One Per Soil Type
Check Point LBR at
500 LF. Horizontally
One Per Soil Type
5.
5.
Backfill of
Structures
Maximum Density
Optimum M4)lsture
Field Density
N/A
7.
AASHTO 1180
ASTM 01557
AASHTO 1191, T204
T238
ASTM 01556, 02937
02922
Per Soli Type
Every 2' Vertically
95% of Maximum
Density
6.
6.
7.
Subgrade
Bearing Values
LBR - FLA. D.O. T.
LBR = 40 MIN.
8.
IMaxlmum Density
Optimum Moisture
Field Density &
Thickness
N/A
AASHTO T180
ASTM 01557
AASHTO T191, T238
ASTM 01556, 02922
WA TER/SEWER CLEARANCE REQUIREMENTS
PARALLEL INSTALLATION
98% of Maximum
Density
1. POTABLE WATER, WASTEWATER GRAVITY/FORCE, OR RECLAIMED WATER LINES SHALL NOT
BE PLACED IN THE SAME TRENCH. A MINIMUM OF HORIZONTAL DISTANCE OF 10 FEET
SHALL BE MAINTAINED BETWEEN POTABLE WATER AND ANY TYPE OF WASTEWATER UNE
WHENEVER POSSIBLE. THE DISTANCE SHALL BE MEASURED OUTSIDE EDGE TO OUTSIDE
EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A TEN-FOOT SEPARATION,
THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH
SHELF LOCATED ON ONE SIDE OF THE WASTEWATER LINE AND AT AN ELEVATION SO THAT
THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE
WASTEWATER LINE.
2. IF IT IS IMPOSSIBLE TO MAINTAIN PROPOER HORIZONTAL AND VERTICAL SEPARATION AS
DESCRIBED ABOVE. THE WATER SHALL BE CONSTRUCTED OF D.I.P. AND THE WASTEWATER
LINE SHALL BE C900 P.V.C. AND PRESSURE TESTED TO 150 P.S.I. TO INSURE WATER
TIGHTNESS BEFORE BACKFlWNG.. THE PIPELINE JOINTS SHALL BE STAGGERED SO THAT
THE WATER MAIN JOINTS SHALL BE AS FAR APART AS POSSIBLE FROM THE JOINTS ON
THE WASTEWATER LINE.
3. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET CENTER OT CENTER OF 3 FEET UTSlDE
EDGE TO OUTSIDE EDGE SHALL BE MAINTAINED BETWEEN RECLAIMED WATER MAINS AND
POTABLE WATER OR WASTEWATER GRAVITY OR FORCE MAINS.
CROSSINGS
Base
Bearing VCllues
LBR - FLA. D.O. T.
LBR = 100 MIN.(1) One Per Source or as MtJ. Changes
lBR = 150 MIN.(2) Check Point lBR at 500 L.F. Horiz.
Maximum Density
Optimum Moisture
Thickness
Field Density
Gradation
N/A
AASHTO T180
ASTM 01557
AASHTO 1191, T238
AS1M 01556, 02922
AASHTO T27, T98
AASHTO T90
ASm C136,D423,D424
One Per Source
11. 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.
12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER
WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES.
IT WlU BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS
ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY
COMP ANIES.
13. BACKFILL MATERIAl. SHALL BE SOUDLY TAMPED AROUND PIPES IN 6" LAYERS UP
TO A LEVEL OF A r LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO
BE PAVED, BACKF LL SHALL BE COMPACTED TO 98" MAXIMUM DENSITY AS
DETERMINED BY A~SHTO T-l00.
14. SITE WORK CONCRI:TE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000
P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED.
15. REINFORCING SHAU_ BE BlUET STEEL BARS CONFORMING TO ASllA A615 GRADE OR
BETTER.
98% of Maximum
Density
Per Specifications One Per Source
9.
(1)UMEROCK, (2)CRUSHED CONCRETE
Atterberg Limits
Soli Cement Bose Mix Design
Portland Cement Per Specifications One Per Soli Type
Assoc. Specifications
AASHTO T134 N/ A One Per Soli Type Dally
11. ALL EROSION AND SILTATION CONIROL METHODS SHALL BE IMPlEMENTED PRIOR TO
THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS C~PLETE.
12. WHEN CONSTRUCTION IS COMPLETED, THE RETENTlON/DETENTlON AREAS 'MLL BE
RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SOODED IN ACCORDANCE
WITH ALL REGULA TORY AGENCIES.
13. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY,
STREETS. STORM SEWERS, WA TERWA YS, AND EXISTING WEllANDS. IN ADDITION,
THE CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON
THE GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND
EXIT THE SITE. IF, IN THE OPINION OF THE LOCAL AUTHORITIES, EXCESSIVE
QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE
OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE
SA TlSF ACTION OF THE LOCAL AUTHORITIES.
1. WASTEWA TER MAINS SHALL CROSS UNDER RECLAIMED WATER MAINS AND WASTEWATER AND
RECAUMED MAINS SHALL CROSS UNDER POTABLE WATER MAINS, WHENEVER POSSIBLE. THE
MINIMUM VERTICAL DISTANCE BETWEEN MAINS AT A CROSSING IS 18 INCHES. THE
CROSSING SHALL BE ARRANGED SO THAT THE WASTEWATER/REO-AIMED MAIN JOINTS WILL
BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS.
2. WHERE WASTEWATER OR RECLAIMED MAINS MUST CROSS A WATER MAIN WITH LESS THAN 18
INCHES OF VERTICAL CLEARANCE, THE RECLAIMED AND POTABLE WATER MAIN MUST BE
CONSTRUCTED OF DUCTILE IRON PIPE AT THE CROSSING. AWASTEWATER GRAVITY OR
FORCE MAIN SHALL BE CONSTRUCTED WITH C900 P.V.C. AT THE CROSSING.
ALTERNATIVELY, ONE OF THE CROSSING MAINS SHALL BE ENCLOSED WITHIN A 20 FOOT
LONG STEEL OR P.V.C. CASING CENTERED ON THE CROSSING.
3. WHERE A WATER MAIN MUST CROSS UNDER A WASTEWATER GRAVITY MAIN, ADEQUATE
STRUClURAL SUPPORT SHALL BE PROVIDED FOR THE GRAVITY MAIN TO MAINTAIN LINE
AND GRADE.
IField Density &
Thickness
AASHTO T191, T238 95% of Maximum
ASm 01556, D2922 Density
Asphaltic ConcretMaterials QUt]lity AASHTO T164
Bitumen Content, ASTM 02172
Gradation
Field Density AS1M 02950-81
Per Specifications One Per Day
95% of Lab Density
16. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED
TO A CONDITION rQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS
SPEClFlCAU Y EXEI.lPTED BY THE PLANS. ADDIllONAL COSTS ARE INCIDENTAL TO
OTHER CONSTRUC'nON AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
17. ALL DISlURBED 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 REGULA TORY AGENCY. ANY WASHOUTS, REGRADING,
RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE
PERFORMED BY TIlE CONTRACTOR, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE,
BY THE REGULATCIRY AGENCY AND/OR OWNER.
Los Angel~,s
Abrasion
Thickness
AASHTO T96- 77
AS1M C131-81
N/A
Per Specifications One Per Source
Per Specifications
NOTES:
14. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR
SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER
ACCEPTABLE METHOD'S.
15. THERE IS TO BE NO DISCHARGE (i.e. PUMPING, SHEET FLOW, SWAlE, DITCH,
ETC.) INTO EXISTING LAKE SYSTEM, M:TLAND, OR RIVER, WITHOUT THE USE OF
SETTlING PONDS. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING
LAKE SYSTEM OR RIVER, A SETlUNG POND PLAN MUST BE SUBMITTED AND
APPROVED BY ALL REGULA TORY AGENCIES PRIOR TO CONSTRUCTION.
* The Contractor shall not pave over soil cement base until a 30 day curing time has elapsed
** Maximum strength limits, as established by solis testing company, shall not be exceeded
*.. Should any of the Information pro'llded herein conflict with either the recommendations of the
Geotechnical Englnoer, and/or the Geotechnical Report, then the aforementioned recommendations
will supercede this "TESTING SCHEDULE GUIDE"
WA TER SYSTEM NOTES
1. THE CITY OF ClERWATER WILL PROVIDE WATER TAP, SET THE WATER METER AND A B.F.P.D.
(BACK FLOW PREVENTOR DEVICE) IF APPLICABLE. APPLICANT IS RESPONSIBLE FOR ALL
ASSOOA TED FEES AND ALL OTHER INSTALLATION FEES.
2. ALL WATER MAINS SHALL HAVE A MINIMUM OF ?JJ INCHES OF COVER"~'t42:~
3. ALl WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPEaFlCA TlONS.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING
LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND
ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF
ANY CONFUCTS OR DISCREPANCIES.
5. PVC PIPE AND FITTINGS FOR GRAVITY SYSTEMS SHALL CONFORM TO ASTt.A
SPEaFlCATlONS DESIGNATION 03034. INSTALLATION OF SDR 35 PIPE SHALL BE
IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ASTt.A SPECIFICATION SECTION
02321. ALL SANITARY SEWER PIPEUNES SHALL BE SOliD GREEN IN COLOR.
6. ALL PVC FORCE MAINS SHALL CONFORM TO ASTt.A 02241, DR 21, COLOR GREEN, 'MTH
ELECTRONIC LOCATOR TAPE A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE
PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ
"CAUTION FORCE MAIN BURIED" ON GREEN BACKGROUND.
18. CHAPTER 77-153 :>F THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY
ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING.
MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW
SERVICE LINES. nlE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR
SERVICE LINES IS BY AN ON-SITE INSPECTION BY THE RESPECTIVE GAS
PERSONNEL THER~FORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE
RESPECTIVE GAS GOMPANY TWO (2) WORKING DAYS BEFORE ENTERING A
CONSTRUCTION ~EA.
19. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL
ENGINEERING INSPECTION AND CERTIFICATION. IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO HAVE PROPERTY CORNERS, WHICH HAVE BEEN LOST DURING
CONSTRUCTION, RE-ESTABLlSHED BY A PROFESSIONAL LAND SURVEYOR.
20. 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 WRIllNG, THAT ALL TESTING REQUIREMENTS,
REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTt.AENT OF
TRANSPORTATION (FOOT), FOR THE IMPRO~MENTS, AS REQUIRED BY THE
ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED.
21. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL APPLICABLE TESTING WITH
THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING
REQUIREMENTS ESTABLISHED BY ALL REGULATORY AGENCIES. UPON COMPETlON
OF THE WORK, THE SOILS ENGINEER IS TO SUBMIT CERTIFICATIONS TO THE
OWNER'S ENGINEEl~, STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
22. THE CONTRACTOR IS TO REVIEW THE SOIL REPORTS AND BORINGS PRIOR TO
BIDDING THE PRQ.JECT AND COMMENCING CONSTRUCTION.
23. THE IRRIGATION S''STEM (IF APPLICABLE) SHALL HAVE COLOR CODED PIPING AND
LABELING ON THE PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING.
24. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS
AT THE CONSTRUGTlON SITE.
25. THESE DRANlNGS )0 NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY. ll-.E CON TRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFETY.
26. 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.
27. DURING ,THE EXCAllATlON OF THE STORM WATER PONDS, THE CONTRACTOR MUST
CONSTRUCT A SEDIMENT BASIN TO PROVIDE A DISCHARGE POINT FOR DEWATERING.
THE SEDIMENT BASIN CAN BE A CELL IN THE PROPOSED EXCAVATION AREA OF A POND
OR IT CAN BE A BERM ED AREA ABOVE GROUND.
28. ALL DEWATERING MUST BE HELD IN THE SEDIMENT AREA UNTIL THE WATER IS
CLEAN SUCH THA r THERE WOULD BE NO TURBID DISCHARGE.
29. AFTER THE WATER IN THE SEDIMENT BASIN IS CLEAN, THE WA TER MAY BE RELEASED
INTO THE ON-SlTI: WETLANDS PROVIDED THERE IS NO ADVERSE IMP ACT TO THE
EXISTING WATER ClUALlTY.
30. UNDER NO ORCU~ISTANCES WILL THE DISCHARGE FROM THE DEWATERING BE
DIRECTlY INTO Ofll-SlTE WETlANDS.
31. DURING EXCAVATlCN THE CONTRACTOR SHALL NOT PENETRATE THE EXISTING CLAY
LAYER. IF THE CCNTRACTOR ENCOUNTER THE CLAY LAYER, HE/SHE IS TO PLACE
A MINIMUM OF 2- FEET OF SANDY MATERIAL OVER THE CLAY LAYER AND TERMINATE
THE DEPTH OF E)CAVATlON.
32. IF THE CONTRACTOR ENCOUNTERS SILTY /CLA YEY SANDS, WHICH CAUSE THE WATER
TO BECOME lURBD, HE/SHE SHALL TREAT THE SEDIMENT BASIN WITH A CHEMICAL
ADDITIVE SUCH A~; AUUM IN ORDER TO PROMOTE COAGULATION OF THE PARTICLES
THE DEPTH OF DCAVATlON.
33. THE CONTRACTOR SHALL SEQUENCE THE EXCAVATION OF THE STORMWATER PONDS
SUCH THAT A SEDIMENT BASIN WILL BE AVAILABLE AT ALL TIMES. THE SEDIMENT
BASIN CAN BE RELOCATED AS NECESSARY SUBJECT TO THE WATER WITHIN THE
SEDIMENT BASIN UEING NON-lURBID AND ACCEPTABLE FOR DISCHARGE OFF-SITE.
16. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO
REMOVE VEGETATION BY GRUBBING OR TO REPLACE SOIL DEPOSITS, DEBRIS, SOLVENTS,
CONSTRUCTION MATERILA, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE
DRIPLlNE OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY THE
COUNTY.
4. CONFLICTS BETWEEN WATER ANO STORM OR SANITARY SEM:R TO BE RESOLVED BY
ADJUSTING THE WATER UNES AS NECESSARY.
5. ALL DUCTILE IRON PIPE SHALL BE MINIMUM CLASS 50 IN CONFORMANCE WITH ANSI
A21.51 AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE
WITH ANSI A 21.51 AND SHALL BE CEMENT MORTAR UNED WITH AN ASPHALTIC
SEAL COAT CONFORMING TO ANSI/AWWA C104/A21.4.
17. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAND
DEVELOPMENT CODE SHALL BE IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS
INSTllUTE (ANSI) A-300 PRUNING STANDARDS.
6. ALL FITTINGS SHALL BE DUCTILE IRON IN ACCORDANCE WITH ANSI/AWWA A21.10/
Cl10 WITH A PRESSURE RATING OF 250 PSI. JOINTS SHALL BE MECHANClAL JOINTS
IN ACCORDANCE WITH ANSI STANDARD A21.11. FITTINGS SHALL BE CEMENT MORTAR
UNED AND COATED AS SPECIFIED FOR DUCTILE IRON PIPE.
18. THE CONTRACTOR SHALL MINIMIZE SOIL EROSION, PROPOSED LAND ALTERATION ACTIVITIES
SHALL NOT UNNECCESSARIL Y REMOVE EXISTING VEGETATION AND AL TE EXISTING TOPOGRAPHY.
ADEQUAlE PROTECTION MEASURES (I.E., HAY BALES, BAFFLES, SODDING AND SANDBAGGING)
SHALL BE PROVIDED, AS NECESSARY, TO MINIMIZE EROSION AND DOWNSTREAM SEDIMENTATION
CAUSED BY SURFACE WATER RUN-OFF ON EXPOSED LAND SURFACES.
7. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR HS20-44 AS
DEFINED IN THE AASHTO SPECIFICATIONS.
8. THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS, SIGNED AND
SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL MEET
THE REQUIREMENTS ESTABLISHED BY ALL REGULATORY AGENOES FOR THE PURPOSE
OF CERTIFYING THE SANITARY SEWER COLlECTION SYSTEM. THE CONTRACTOR SHALL
SUBMIT TEN COPIES OF THE CONSTRUCTION PLANS WITH COMPLETE RECORD DRAWING
INFORM A TlON TO THE OWNER'S ENGINEER FOR THE PURPOSE OF CERTIFYING THE
SANITARY SEWER COLLECTION SYSTEM.
19. THE CONTRACTOR SHALL ADEQUATELY STABILIZE (I.E., SODDING, PLUGGING, SPRIGGING OR
SEEDING) AREAS SUBJECT TO EROSION WITH VEGETATIVE MATERIAL THAT WIll, WITHIN A
REASONABLE TIME FRAME, DETER SOIL DISlURBANCE. SOD SHALL BE REQUIRED WHERE
EROSION PRONE SOILS OR WHERE SlOPES ARE GREATER THAN 5: 1.
7. ALl PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA
C-900. PIPE SHAU BE CLASS 150 AND MEET THE REQUIREMENTS OF DR 18
WATER MAIN PIPE LESS THAN 4" SHALL BE PER ASTM 02241-89.
8. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOlVENT WELDED
SlEEVE TYPE JOINTS.
9. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE
MEETING THE REQUIREMENTS OF AWWA C500/C509.
10. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE
APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL
11. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISlRlBUTlON SYSTEM SHALL
BE IN ACCORDANCE WITH THE LOCAL REGULA TORY AGENCY CODES, PLANS, AND
SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF, AND
SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL
POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE
COORDINATED THROUGH THE LOCAL REGULA TORY AGENCY.
12. THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS, SIGNED AND
SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL MEET
THE REQUIREMENTS ESTABLISHED BY ALL REGULATORY AGENOES FOR THE PURPOSE
OF CERTIFYING THE WATER DISTRIBUTION SYSTEM. THE CONTRACTOR SHALL SUBMIT
TEN COPIES OF THE CONSTRUCTION PLANS WITH COMPLETE RECORD DRAWING
INFORMATION TO THE OWNER'S ENGINEER FOR THE PURPOSE OF CERTIFYING THE
WATER DISTRIBUTION SYSTEM.
3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH lHE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS
ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE
REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBILITY.
PAVING, GRADING AND DRAINAGE NOTES
1. ALL DELETERIOUS SUBSTANCE MATERIAL. (I.E. MUCK, PEAT, BURIED DEBRIS), IS
TO BE EXCAVATED IN ACCORDANCE WITH OWNER'S SOIL TESTING COMPANY.
DELETERIOUS MATERIAL IS TO BE STOCKPIlED OR REMOVED FROM THE SITE AS
DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED
MATERIALS AND COMPACTED AS REQUIRED BY THE OWNER'S SOIL TESTING COMPANY AND
ALL REGULATORY AGENCIES.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS 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. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE
ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. THE CONTRACTOR IS TO COORDINATE
WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES.
4. PRIOR TO CONSTRUClflNG CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A
PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL
5. THE CONTRACTOR IS TO PROVIDE A 1/2" BllUMINOUS EXPANSION JOINT MATERIAL
WITH SEALER, AT ABIJTt.AENT OF CONCRETE AND ANY STRUCTURE.
6. ALL PAVEMENT MARKINGS SHALL BE MADE WITH PERMANENT THERMOPLASTIC, AND
SHALL CONFORM TO FOOT STANDARD INDEX NO. 17346. PARKING STALL STRIPING
TO BE 4" WIDE PAINTED WHITE STRIPES.
7. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE
BETWEEN THE PAVEtdENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS
THAN T\\f:LVE (12) INCHES. SEE "EXTRA BASE FOR CROSS CULVERTS UNDER
FLEXIBLE PAVEMENT DETAIL."
8. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND
TRAFfIC DESIGN STANDARDs".
9. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTW C-76)
UNLESS OTHERWISE NOTED ON PLANS.
10. PVC STORM PIPE, 12" AND SMALlER SHALL CONFORM TO AWWA C-900, ClASS 150
STANDARDS, UNLESS OTHERWISE NOTED.
11. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE
STRUClURES. PIPE LENGTH FOR MITERED END AND FLARED END SECTIONS ARE TO
END OF PIPE.
12. ALL DRAINAGE STRUClURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
13. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTlON POND AS INDICATED ON
SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS
1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE
OWNER'S ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE
TO SCHEDULE INSPECTION.
2. THE CONTRACTOR SHALL PERFORM TEST ON ALL GRAVITY SEWERS IN ACCORDANCE
WITH THE REGULATORY AGENCIES INSPECTOR HAVING JURISDICTION. SAID TESTS
ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY
AGENCY FOR APPROVAL COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE
CONTRACTOR'S RESPONSIBILITY.
4. ALL SANITARY SEWER WILL BE VIDEOTAPED.
WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS
1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS,
CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED AND ACCEPTED BY THE REGULATORY AGENCIES. PRESSURE TESTS TO BE IN
ACCORDANCE WITH AWWA CSOQ-87 AND ANY WATER DEPARTMENT SPECIFICATIONS.
CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND WATER DEPARllAENT INSPECTORS
48 HOURS IN ADVANCE OF PERFORMING TESTS.
2. CONTRACTOR TO PERFORM CHLORINATION IN ACCORDANCE WITH THE APPLICABLE
PROVISIONS OF AWWA CS51-92 AND ALL REQUIREMENTS ESTABLISHED BY ANY REGULATORY
AGENCIES. BACTERIOLOGICAL SAMPLING BY THE LOCAL UTILITY PERSONNEL OR LOCAL
HEALTH DEPARTt.AENT PERSONNEL WITH ANALYSIS BY A STATE LICENSED LABORATORY TO
OBTAIN CLEARANCE OF THE DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL
TESTS TO BE SUBMITTED TO OWNER'S ENGINEER.
SANITARY SEWER NOTES
1. ALL SANITARY SEWER MAINS & LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF
COVER.
2. ALL GRA VlTY SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED
OF POLYVINYL CHLORIDE PIPE, ASTt.A D3034,SOR 35.
SAFETY NOTES
1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY
REGULATIONS ARE TO BE ENFORCED BY THE CONTRACTOR. THE CONTRACTOR OR HIS
REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE
TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL LABOR SAFETY
REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE
FEDERAL REGISTER OF THE DEPARTt.AENT OF TRANSPORTATION.
2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE
OF FLORIDA, MANUAL ON TRAFFIC CONTROl. AND SAFE PRACTICES FOR STREET AND
HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS: SHALL BE
FOlLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND
REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS
NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE
PROJECT LIMITS.
3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS
SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY
THE U.S. DEPARTt.AENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION.
4. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY
OSHA IN THE FEDERAL REGISTER OF THE DEPARTt.AENT OF TRANSPORTATION.
5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND
ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS
BEEN PROVIDED FOR THE CONTRACTOR'S INFORMA TlON ONLY AND DOES NOT IMPLY
THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY
REGULA TlONS.
34. WHERE UNDERGROIJND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, THEY
SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION AS
PER NFPA-241. A HARD ROAD SURFACE ABLE TO SUPPORT THE WEIGHT OF FIRE
APPARA lUS PRIOR TO ANY BUILDING CONSTRUCTION BEING STARTED.
3. ALL SANITARY SEM:R WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS
AND SPEOFlCATlONS.
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SAMTER HOMES
580 Trinity Lane N
St. Petersburg, Florida 33716-1200
Phone: (727) 573-1338
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THESE PlANS MAY rIOT BE COPIED OR
MODIFIED WITHOUT W~ITTEN PERMISSION
FROM GULF COAST CONSUL llNG. INC,
I;' ;"~ r ~) ,'\ i<. i- i ~ t' ( ) fo? -
Gulf Coast Consulting, Inc.
Land Development Consulting
Engineering . Planning . Transportation .Permitting
"
TREETOPS II
NOTES & SPECIFICATIONS PLAN
13825 ICOT Blvd., Suite 605
Clearwater. Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
SEAN P. CASHEN 42505
NOT VAUD UNLESS SGNED & EMBOSSED
IBY A REGISTERED ENGINEER
GUlf COAST COI~SUL llNG. INC.
CERllFlCAlE OF AUlHIJR1ZATION No. 9774
1 11 14 05 REVISED PER DRC COMMENTS
NO DATE RE\1SI0NS
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SAMTER HOMES
580 Trinity Lane N
St. Petersburg, Florida 33716-1200
Phone: (727)573-1338
TREETOPS "
STORMWATER POLLUTION PREVENTION PLAN
SITE DESCRIPTION
DESCRIP'nON OF PURPOSE AND TYPES OF SOIL DISTURBING ACTIVITIES:
THIS PROJECT WILL CONSIST OF 7 BUILDINGS TOTALING 39 UNITS.
SOIL DISTURBING ACTIVITIES WILL INCLUDE: CLEARING AND GRUBBING; INSTALLING A STABILIZED CONSTRUCTION ENTRANCE,
PERIMETER AND OTHER EROSION AND SEDIMENT CONTROLS THROUGHOUT THE SITE; GRADING; EXCAVATION FOR THE
RETENTION POND, STORM SEWER, UTILITIES AND BUILDING FOUNDATIONS; CONSTRUCTION OF CURB AND PARKING LOT;
PREPARATION FOR FINAL PLANTING AND SEEDING.
SEQUENCE OF MAJOR EVENTS:
1. INSTALL STAKED SILT FENCE AS INDICATED ON THE CONSTRUCTION PLANS.
2. CLEAR AND GRUB FOR PONDS TO BE USED AS SEDIMENTATION BASINS.
3. EXCAVATE POND FOR SEDIMENT TRAPS FOR SITE RUNOFFS.
4. BEGIN BUILDING CONSTRUCTION.
5. CONSTRUCT DIVERSION SWALES AROUND PERIMETER OF SITE TO POND, AS NECESSARY.
6. INSTALL STORM SEWER SYSTEM AND ITS SILTATION PROTECTION, UTILITIES AND OUT FALL STRUCTURE.
7. EXCAVATE THE REMAINDER OF THE PONDS INCLUDING REMOVAL OF SILT DEPOSITS.
8. STABILIZE PARKING LOT.
9. CONSTRUCT CURB, BASE AND ASPHALT.
10. COMPLETE FINAL SITE GRADING.
11. INSTALL PERMANENT LANDSCAPING ON SITE. REPAIR ANY WASHED OUT AREAS.
12. WHEN CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE EROSION PROTECTION DEVICES AND
AND PLACE SOD AS NECESSAR~
NAME OF RECEIVING WATERS: SITE DRAINAGE WILL SHEET FLOW IN A SOUTHEASTERLY DIRECTION
ACROSS A PROGRESS ENERGY SUBSTATION SITE AND EVENTUALLY INTO THE US 19 DRAINAGE SYSTEM.
POLLUTION REDUCTION CONTROLS
EROSION AND SEDIMENT CONTROLS
ST ABILlZA TION PRACTICES
WIND EROSION STABILIZATION - THE CONTRACTOR SHALL DENUDE ONLY AREAS WHERE IT IS EXPECTED TO BE GRADED OR
ALTERED WITHIN A TWO (2) WEEK TIME FRAME. ALL PERVIOUS AREAS OF THE SITE INCLUDED IN GRADING THAT ARE
DISTURBED DURING CONSTRUCTION SHALL BE GRADED AND PREPARED WITH A COMBINATION OF SOD AND/OR SEEDING AND
MULCHING. PAD AREAS WITHIN FUTURE UNITS WHERE EARTHWORK IS COMPLETED SHALL BE COMPLETELY SEEDED AND
MULCHED. AREAS WHERE CONSTRUCTION OPERATIONS WILL BE CONTINUOUS, FUGITIVE DUST SHALL BE MANAGED BY APPLYING
A WATER SPRAY TO SATURATE THE SURFACE SOILS ON A DAILY BASIS (OR AS NEEDED) TO MAINTAIN MINIMAL DUST
TRANSPORT. FUGITIVE DUST SHALL BE MONITORED CONTINUOUSLY AND ADDITIONAL MEASURES MAY NEED TO BE TAKEN TO
CONTROL OFF SITE TRANSPORT OF UNACCEPTABLE LEVELS OF DUST.
TEMPORARY S1fABILlZATlON - TOP OF SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION
ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS SHALL BE STABILIZED WITH TEMPORARY GRASS AND MULCH NO
LATER Tl-AN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY. GRASS SEED SHALL BE A MIXTURE OF 20 PARTS OF
BERMUDA AND 80 PARTS OF PENSACOLA BAHIA. THE SEPARATE TYPES OF SEED USED SHALL BE THOROUGHLY DRY MIXED
IMMEDIATELY BEFORE SOWING. SEED WHICH HAS BECOME WET SHALL NOT BE USED. THE MULCH MATERIAL USED SHALL
NORMALLY BE DRY MULCH. DRY MULCH SHALL BE STRAW OR HAY CONSISTING OF OAT, RYE OR WHEAT STRAW, OR OF
PANGOLAt PEANUT, COASTAL BERMUDA OR BAHIA GRASS HAY. ONLY UNDETERIORAlED MULCH WHICH CAN BE READILY CUT
INTO THE SOIL. SHALL BE USED. AREAS OF THE SITE WHICH ARE TO BE PAVED WILL BE TEMPORARILY STABILIZED BY
APPLYING STABIUZA TION AND BASE.
PERMANENT STABILIZATION - DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY PERMANENTLY CEASES
SHALL BE STABILIZED WITH SOD NO LATER THAN 14 DAYS AFTER LAST CONSTRUCTION ACTIVITY.
STRUCTURAL PRACTICES
EROSION PROTECTION - DURING THE CONSTRUCTION PHASES, APPROPRIATE PRACTICES INCLUDING, BUT NOT LIMITED TO SILT
FENCE BARRIERS, HAY BALES AND WATERING OR OTHER METHODS NECESSARY WILL BE IMPLEMENTED TO CONTROL FUGITlVE
DUST.
SEDIMENT BASINS - THE STORM WATER MANAGEMENT AREAS (RETENTION AREAS) WILL SERVE AS SEDIMENT BASINS DURING
THE CONSTRUCTION PERIOD. AT THE CONTRACTOR'S DISCRETION, THE SEDIMENT BASINS WILL BE CONSTRUCTED TO THE
DESIGN CI~OSS-SECTION OR A MINIMUM OF 2-FEET BELOW EXISTING GROUND TO ALLOW THE SILT TO BE COLLECTED AND
REMOVED PRIOR TO COMPLETION OF THE GRADING.
STORM WATER MANAGEMENT
STORM WATER DRAINAGE WILL BE PROVIDED BY A CURB, STORM WATER AND CATCH BASIN SYSTEM FOR THE DEVELOPED
AREAS. TI~E AREAS NOT DEVELOPED SHALL BE GRADED TO LESS THAN 2% SLOPES AND HAVE PERMANENT SEEDING OR
PLANTINGS. WHEN CONSTRUCTION IS COMPLETE THE SITE WILL DRAIN TO STORM WATER PONDS THAT WERE UTILIZED AS THE
TEMPORAHY SEDIMENT BASINS DURING THE CONSTRUCTION PROCESS. ANY ACCUMULATED SEDIMENT SHALL BE REMOVED FROM
THE SEDIMENT BASINS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT ALL RETENTION/DETENTION AREAS IN
ACCORDANCE WITH THE APPROVED CONSTRUCTION PLANS.
SPECIFIED OTHER CONTROLS
WASTE DISPOSAL
WASTE MATERIALS - ALL WASTE MATERIAL SHALL BE COLLECTED AND CONTAINED IN A CONTROLLED AREA PURSUANT TO
STATE AND LOCAL SOLID WASTE REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS GENERATED FROM CONSTRUCTION IS
TO BE REI~OVED FROM THE SITE AND DISPOSED OF APPROPRIATELY. NO CONSTRUCTION MATERIALS SHALL BE BURIED ON
SITE. ALL PERSONNEL SHALL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING
THESE PRACTICES SHALL BE POSTED IN THE ON SITE OFFICE TRAILER AND THE CONSTRUCTION MANAGER RESPONSIBLE FOR
THE DAY fO DAY SITE OPERATIONS SHALL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED.
HAZARDOUS WASTE - IF ENCOUNTERED, ALL WASTE MATERIALS SHALL BE DISPOSED OF IN THE MANNER SPECIFIED BY
STATE AND/LOCAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE
FOLLOWED.
SANITARY WASTE - ALL SANITARY WASTE SHALL BE COLLECTED FROM PORTABLE UNITS BY A LICENSED SANITARY WASTE
MANAGEMENT CONTRACTOR AS REQUIRED BY STATE AND LOCAL CODES AND REGULATIONS.
OFF SITE VEHICLE TRACKING
STABILIZED CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO HELP REDUCE OFF SITE VEHICLE TRACKING OF SEDIMENTS.
THE P A VE[) STREETS SHALL BE CLEANED AS NEEDED TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE
SITE. DUMP TRUCKS HAULING MATERIAL FROM THE SITE SHALL BE COVERED WITH A TARPAULIN AT ALL TIMES.
Gulf Coast Consulting, Inc.
Land Development Consulting
Engineering. Planning. Transportation .Permitting
f)f:.:'t;:\!~'~L;) ~'(H.Z'
13825 ICOT Blvd., Suite 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
TIMING OF CONTROL MEASURES
AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, STAKED SILT FENCE, STABILIZED CONSTRUCTION ENTRANCES AND
SEDIMENT BASINS SHALL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. AREAS
WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS SHALL BE STABIUZED WITH A TEMPORARY
GRASS AND MULCH WITHIN 14 DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTlY THAT
AREA SHALL BE STABILIZED WITH PERMANENT SOD. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT SHALL
BE REMOVED FROM THE TRAPS AND THE STAKED SILT FENCES SHALL BE REMOVED.
CERTIFICA TION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS
THE STORM WATER POLLUTION PREVENTION PLAN REFLECTS THE CITY OF CLEARWATER AND THE SOUTHWEST FLORIDA WATER
MANAGEMENT DISTRICT (SWFWMD) REQUIREMENTS FOR STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL AS
ESTABLISHED BY THE CITY OF CLEARWATER EROSION & SILTATION CONTROL POLICY AND THE FLORIDA ADMINISTRATIVE CODE,
CHAPTER 400 -4 AND 4OD-40. TO ENSURE COMPLIANCE, THIS PLAN WAS PREPARED IN ACCORDANCE WITH SWFWMD'S
"BASIS OF REVIEW FOR SURFACE WATER MANAGEMENT PERMIT APPLICATIONS WITHIN THE SOUTHWEST FLORIDA WATER
MANAGEMENT DISTRICi'.
MAINTENANCE INSPECTION PROCEDURES
EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES
THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT SHALL BE USED TO MAINTAIN EROSION AND SEDIMENT
CONTROL:
1. LESS THAN ONE HALF OF THE SITE SHALL BE DENUDED AT ONE TIME.
2. ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EACH WEEK AND FOLLOWING ANY STORM EVENT OF
0.5-INCHES OR GREATER BY A CONTRACTOR'S REPRESENTATIVE.
3. ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT SHALL BE INITlATED
WITHIN 24 HOURS OF REPORT.
4. BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE SILT
FENCE.
5. SILT FENCE SHALL BE INSPECTED REGULARLY FOR DEPTH OF SEDIMENT AND TEARS TO SEE IF THE FABRIC IS SECURELY
A IT ACHED TO THE FENCE POSTS AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND.
6. THE SEDIMENT BASINS SHALL BE INSPECTED. DEPTH OF SEDIMENT AND BUILD UP OF SEDIMENT SHALL BE REMOVED
WHEN IT REACHES 10% OF THE DESIGN CAPACITY OR AT THE END OF THE JOB.
7. TEMPORARY AND PERMANENT GRASSING AND MULCHING AND SODDING SHALL BE INSPECTED FOR BARE SPOTS,
WASHOUTS AND HEALTHY GROWTH.
8. A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION BY THE CONTRACTOR AND SHALL BE
KEPT IN AN ACTIVE LOG READILY AVAILABLE AT THE JOB SITE.
9. EITHER THE SITE SUPERINTENDENT OR HIS DESIGNEES SHALL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE, REPAIR
ACTIVITIES AND COMPLETING THE INSPECTION AND MAINTENANCE REPORT.
10. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES SHALL RECEIVE TRAINING FROM THE SITE
SUPERINTENDENT. THEY SHALL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR
KEEPING THE EROSION AND SEDIMENT CONTROLS USED ON SITE IN GOOD WORKING ORDER.
NON-STORM WATER DISCHARGE
IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE
CONSTRUCTION PERIOD:
1. WA TER FROM WATER LINE FLUSHING.
2. PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED).
3. UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION).
ALL NON-STORM WATER DISCHARGES SHALL BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE.
NON-STORM WATER DISCHARGE
IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES SHALL NOT OCCUR FROM THE SITE DURING THE
CONSTRUCTION PERIOD:
CONCRETE
DETERGENTS
PAINTS (ENAMEL AND LATEX)
METAL STUDS
GLASS
TAR
SAND
FERTILIZERS
PETROLEUM BASED PRODUCTS
AND FUELS
CLEANING SOLVENTS
WOOD
MASONRY BLOCK
ROOFING SHINGLES
STONE
SPILL PREVENTION
MATERIAL MANAGEMENT PRACTICES
THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT SHALL BE USED TO REDUCE THE RISK OF SPILLS OR
OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF.
GOOD HOUSf.K~EPING:
THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED ON SITE DURING THE CONSTRUCTION PROJECT.
AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO COMPLETE THE PROJECT.
ALL MATERIALS STORED ON SITE SHALL BE STORED IN A NEAT ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND IF
POSSIBLE, UNDER A ROOF OR OTHER CONTAINED ENCLOSURE.
PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL MANUFACTURERS LABELED CONTAINERS.
SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER.
WHENEVER POSSIBLE, ALL OF THE PRODUCT SHALL BE USED BEFORE DISPOSING OF THE CONTAINER.
MANUFACTURERS RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL BE FOLLOWED.
THE SITE SUPERINTENDENT SHALL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ON SITE.
HAZARDOUS PRODUCTS:
THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS.
PRODUCTS SHALL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE.
ORIGINAL LABELS AND MATERIAL SAFETY DATA SHALL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION.
IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURERS OR LOCAL AND STATE RECOMMENDED METHODS OF PROPER
DISPOSAL SHALL BE FOLLO~D.
PETROLEUM PRODUCTS:
ALL ON SITE VEHICLES SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE
CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED.
ANY ASPHALT SUBSTANCES USED ON SITE SHALL BE APPLIED ACCORDINGLY TO THE MANUFACTURERS RECOMMENDATIONS.
FERTILIZERS:
FERTILIZERS USED SHALL BE APPLIED ONLY IN THE MINIMUM AMOUNT RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED,
FERTILIZER SHALL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE SHALL BE IN A COVERED SHED.
THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID
SPILLS.
PAINTS:
ALL CONTAINERS SHALL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT SHALL NOT BE
DISCHARGED TO THE STORM SEWER SYSTEM BUT SHALL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS
INSTRUCTIONS OR STATE AND LOCAL REGULATIONS.
CONCRETE TRUCKS:
CONTRACTOR SHALL DESIGNATE AN AREA FOR DISCHARGE OF SURPLUS CONCRETE OR DRUM WASH WATER AND SHALL INSTALL
A CONTAINMENT BERM AROUND THIS AREA TO PREVENT RUNOFF TO THE REMAINDER OF THE SITE. HARD DEBRIS SHALL BE
DISPOSED OF BY CONTRACTOR UPON COMPLETION OF THE PROJECT.
(~'I I. I ~ ; A~ \, l:;f\? f"
TREETOPS II
SPILL CONTROL PRACTICES
IN ADDITlON TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS
OF THIS PLAN, THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP:
MANUFACTURERS RECOMMENDED METHODS FOR SPILL CLEAN UP SHALL BE CLEARLY POSTED AND SITE PERSONNEL SHALL BE
MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEAN UP SUPPLIES.
MA TERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEAN UP SHALL BE KEPT IN THE MATERIAL STORAGE AREA ON SITE.
EQUIPMENT AND MATE~:IALS SHALL INCLUDE, BUT NOT BE LIMITED TO, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES
KITTY LITTER, SAND, SAWDUST AND PLASTIC AND METAL TRASH CONTAINERS. '
ALL SPILLS SHALL BE GLEANED UP IMMEDIA TEL Y AFTER DISCOVERY.
THE SPILL SHALL BE KEPT WELL VENTILATED AND PERSONNEL SHALL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT
INJURY FROM CONTACT WITH HAZARDOUS SUBSTANCE.
SPILLS OF TOXIC OR HAZARDOUS MATERIAL SHALL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT
AGENCY, REGARDLESS OF THE SIZE.
THE SPILL PREVENTION PLAN SHALL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM
REOCCURRING AND THE CLEAN UP PROCEDURES FOR FUTURE USE. A DESCRIPTION OF THE SPILL, ITS CAUSE AND THE
CLEAN UP MEASURES SHALL ALSO BE INCLUDED.
THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS SHALL BE THE SPILL PREVENTION AND
CLEAN UP COORDINATOR. HE OR SHE SHALL DESIGNATE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND
CLEAN UP TRAINING. TIfESE INDIVIDUALS SHALL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND
CLEAN UP. THE NAMES OF THE RESPONSIBLE SPILL PERSONNEL SHALL BE POSTED IN THE MATERIAL STORAGE AREA OR IN
THE OFFICE TRAILER ON SITE, IF APPLICABLE.
NOTICE OF TERMINATION
A NOTICE OF TERMINATION SHALL BE SUBMITTED TO THE EPA AFTER THE CONSTRUCTION HAS BEEN COMPLETED AND THE
SITE HAS UNDERGONE F1NAL ST ASILlZA TlON.
POLLUTION PREVENTION PLAN CERTIFICATION
TO THE BEST OF MY KNOWLEDGE, I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL AITACHMENTS WERE
PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED
PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR
PERSONS MANAGING THI:: SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING, THE INFORMATION SUBMITTED
IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE AND COMPLETE. I AM AWARE THAT THERE ARE
SIGNIFICANT PENALTIES FOR SUBMITllNG FALSE INFORMATION, INCLUDING THE POSSIBIUTY OF FINES AND IMPRISONMENT FOR
KNOWING VIOLA TlONS.
OWNER:
NAME:
TI TLE:
SIGNA TURE:
DA TE:
CONTRACTOR'S CERTIFICATION
I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITlONS OF THE GENERAL NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED
WITH CONSTRUCTION AC'nVlTY FROM THE SITE IDENTIFIED AS PART OF THIS CERTIFICATION.
SIGNA TUf~E
COMPANY NAME AND ADDRESS
RESPONSIBLE FOR
COMPANY:
SIGNA TURE:
NAME:
ADDRESS:
GENERAL CONTRACTOR
DA TE:
PHONE:
COMPANY:
SIGNA TURE:
NAME:
DA TE:
ADDRESS:
TEMPORARY AND PERMANENT
STABILIZATION
PHONE:
COMPANY:
SIGNA TURE:
NAME:
ADDRESS:
STABILIZED CONSTRUCTION EN TRANCE,
EARTH DIKES, SEDIMENT BASIN
DATE:
PHONE:
01::IGIN,4i
:-l' .
,-- --l' ' 'I', r
,'!' " >' : I U.J
1 L~, I.
i./~r\~i l~\\j'... ,_\t~j I\k I '1r.-j\J I
C!iY O~ ,-:LlA.RW, TEl?
THESE PLANS MAY NOT BE COPIED OR
t.<40DIFlED Wlll.DUT \\RITTEN PERMISSION
FROM GULF (OAST CONSUL llNG, INC.
--------
/'
SEAN ~. CASHEN 42505
NOT VAUD UNlESS SIGNED '" EMBOSSED
BY A RE G1STERED ENGINEER
GUlf CO~ST CONSUl11NG. INC.
CER11F1CA TE Of AUTHORlZA 11 ON No, 9774
DATE
/ JOB NO
S~n P. Cashen /'
/'
/ .......~ 0~087 3
.nl '& pc;
/ FW? 11006 /
SHT
/ / .. . I v
/ /1" ...."'.t;.. ~. DATE' 14
/'
R ' N<, 'L-/ APP1) 08-05-05
BY Of
STORMW A TER POLLUTION PREVENTION PLAN
NO
10' MAX. SPACING WITH
WIRE SUPPORT FENCE 6'
MAX SPACING WITHOUT
WIRE SUPPORT FENCE
FILTER FABRIC MATERIAL
EXTRA STRENGTH NEEDED \
WITHOUT WIRE MESH
SUPPORT
I. ,1/
=111=
":::'=111=
-"--:fn:.-.-::T! ,_"
SOD
,1/ ,I --I
r:: :! ! ,- - 'I
. -l.llTi!Jl;c,::J i 1
.:.:!1l~.:.;:;lL!=; I '
~1
4
~"'\
( 'J
( ~ '\ "I.
~I/ ~I -=y
I :1 I
d
I ~/~~ I
,.-d", ...: I
1-=-(2/3) -l
- DRIP LINE -
HARDWOODS
REQUIRED DISTANCES
~~'p
.,.". r.Jti.'
~1~?~ ~
fi-J'f: I 'Jt ~..
~l....
~~. ,I
I
~
-L~
Straw Bales Are To Be Placed 4 Inches
In The Soil. Tightly Abutting With No
Gap. Staked And Backfilled Around The
Entire Outside Perimeter. ~
BACKFILLED TRENCH
FOR ADDITIONAL STRENGTH
FILTER FABRIC MATERIAL CAN
BE ATTACHED TO A 6-INCH (MAX)
MESH WIRE SCREEN WHICH HAS
BEEN FASTENED TO THE POSTS
, :_.~.!:RD1
"" ,1/ (-flT!..'!T:'
~~'-;lllrc.;!~;~:"
!:=J : I ==! 1 L--
-;!I::::III:-
--111-
POND
=
=0=
~
DMIl$ION _ R[QUIlfD
VIH!Jl[ _ DamS 2lI
~
\
\
':~i-
Ii I. ' : I i:::- d/ ,1/
--:111.=:=1 i I: - _ _ _ _ d'
'. i CJ I:=I! n I f:::.-
I l~::i ! l=~l ~ r..:::;
ElOSWlO PAI/ED ROIoOWAY
'\
=
f1llOl r~
IIllIIo.
US[ -. S1llNN BAlES OR 01HER
_ IEnICOS 10 CH.--ult
R\lllOFf 10 _ AS R[QUII[D.
-~
SECllON A-A
o
o
....-
2' MIN.
BOTTOM
I- DRIP LINE -
PINES
FROM TREE TRUNK
rs::.:n~
SPILLWAY
-----=::: A
~ -t 0
o
A
~
~
>-."v/
/</-<~0.~
" '~~'V/ ~/?-
/y A'\ /\
""''>;
TYPICAL POND SECTION
N.T.S.
-
o
o
RCllIE 2
2/3 OF THE DRIP LINE
FOR HARDWOODS
FULL DRIP LINE
FOR PINES
-"~l
flOW
FlOW
~
o
o
FLOW
/)
\~
"'"
-------
~ ==------
~-=-----
---
Area Inlet
with Grate
flOW
=
=
=
=
APPROXIMA TEL Y 8
INCHES OF FILTER
FABRIC MATERIAL
MUST EXTEND INTO
A TRENCH AND BE
ANCHORED WITH
COMPACTED
BACKFILL MATERIAL
t:tta. --' .....-" ,...---
PLACE THE END
POST OF THE
SECOND FENCE
INSIDE THE END
POST OF THE
FIRST FENCE
r4: 1 (MAX'
" ,,"
~,
I~
VARIES ~
L 'I
lit
VARIES
I
~
..
..
.~
2"-$' COUIlSE
~n:.c
!\.OW
\
z
s
~
~
RUNOFF
( lIlII. J/ /-
ROTA TE BOTH
POSTS AT LEAST
180 DEGREES IN
A CLOCKWISE
DIRECTION TO
CREATE A llGHT
SEAL WITH THE
FABRIC MA TERIAL
,...
:~
4: 1 (MAXl
,I. ,I, ,I,
~'
~1
4
~I~~
~~ )I{\~'~
~ (\ (TYP)
J /~ -"-_ 4. I
1" X 2" / -... ~ ....
(MIN) L 2" X 2" (TYP)
A
FlOW
---
FILTER FABRIC
MA TERI AL SECURELY
FASTENED TO THE
POSTS OR IF USED
THE WIRE MESH
SOD SWALE 2' MIN BEYOND TOP OF SWALE SLOPE
PLAN VIEW
A TT ACHING TWO SILT FENCES
\
. . ffiI- - - -mr -
i
!);
13
L IlMR90H _
~.....
~ ;--staked Strow Bole
Runoff water/
with S'dim:)",~ \)/ \ ~~: r-=:Cill~'d w~ ~ ~~
.,\,>-.-\~~\~ :::-\~ II f I L..~OOOOOOD:;~, 1\
/\~~~~\(~ ~ '~:~' ,;::.,~::.:..
(~ r-', '-~ "'/
V ,'\ ,,~' '." .
-
/
I
1 ~~~ ~~ ~0"'''{''''
/,<<< ~~ /x
')>~ ~~ ~
10 INCHES ~< -/ <<~'\<
(MIN) ~ ~~ APPROXIMATE
~ )>>> ~;;~:0~ 4-INCH BY
<<~0~ 4-INCH TRENCH
).'(" v~ ,,/');
/ /'/ /" / / ,'/ / ,
)
,I, ,I, w
11- =11 t:
TYPE A BARRIER
SPECIAL NOTES:
1. NO TREE SHALL BE REMOVED UNLESS SPECIFICALLY TAGGED FOR REMOVAL BY THE ENGINEER.
2. THE CONTRACTOR SHALL TAKE SPECIAL CARE NOT TO DAMAGE TREES THAT ARE TO REMAIN.
3. ROOTS GREATER THAN 1" DIAMETER SHALL NOT BE CUT UNLESS OTHERWISE APPROVED BY THE ENGINEER.
4. TREE ROOTS OF 1" DIAMETER OR LARGER THAT NEED TO BE CUT SHALL BE CUT NEATlY.
5. STOCKPILED MATERIALS OR UNNECESSARY VEHICULAR TRAFFIC SHALL NOT BE ALLOWED OVER ANY
TREE ROOTS SYSTEM.
6_ TYPE -A BARRIER OR TYPE -B BARRIER SHALL BE CONSTRUCTED WHEN CALLED FOR ON PLANS
OR /lS DIRECTED BY THE ENGINEER. BARRIERS SHALL BE MAINTAINED IN PLACE UNTIL REMOVAL
IS DIRECTED BY THE ENGINEER.
7. COST OF ALL TREE BARRICADES SHALL BE INCLUDED IN PAY ITEM 120-1100 (GRADING).
~
.. lilt DlTRAHa: SHAll. lit lIANT"'fIB) IN A COIIlI1ION THAT 'AI. _T 1RAO<JNO OR ~ a SlEDlENT (>>110 ''U8UC
NQITS-(II' WAY. MY I1IAY __ lIlP 0ll[$SIIl0, _AIR NOJ\lR Q.[AN(JUT (II' /lNY lIEASUIItS USED 10 TlW' 5aMIDlT.
2. _ NtassNlY, llHm.S SHAll. lit ~ PAIOR TO EN1IWICE INTO lilt P\IllJC 1lICHT-<lF..WAY.
~-=.~ :"'~,~':-DONE (IN AN -.,. ST-.am l1ml CRUSHED STQ€ tHAT DRAINS INTO"
\ (r
I\):~':':':':":':::":':'::::":':':Q'"
I, f(jf!JJj&1f;:::!rhf//~7--;;;/P' '
/!:!:!r ':;/7!lIJ;~!'7i/ ~----.:.,
]irZI t::Zfi:;::::7/1'
WOOD OR
STEEL POST
'"
TYPICAL SWALE SECTION
N.T.S.
TEMPORARY GRAVEL
COOSTRUCTlON E.NTRANCE
N.T.S.
..
~
S CTION A-A
FIGlIE 3
FIGlIE 4
I=KIJRE 5
This method of inlet protection is applicable where the inlet drains a relatively flat area (slopes no
greater than 5%) where sheet or overland flows (not exceeding 0.5 cfs) are typical. The method
shall not apply to inlets receiving concentrated flows, such as stree or highway medians.
.
.
t
~
DIRECllON OF RUNOFF WATERS
------_....-
DRIVE BOTH
POSTS ABOUT 10
INCHES INTO THE
GROUND AND
BURY FLAP
2" x 4" WOOD FRAME
TEMPlIRARY
CONSTRUCTION
ENTRANCE
12'x50' ("IN)
(SEE DETAIL>
/
STAKE
@
12" MIN.
0'
I
20' 40'
I ~
SCALE: 1- =40'
80'
I
FJ\BRIC~
';;:"'---
0%>>>\':
~~ ~.( 0:
~~" /.:
'/ /,' Y,
'v:.~/ /~ %
~~
.~
>~
'~
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( ,." \ 4.,\--r- \
.J. ,",
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:~ ~~
i'. . .' - -
, '
II I
~J
~~,~
~ ~ ~~
~~ ~~ ~
"
~
J
L~
rJ
.....
STEEL OR
WOOD POST
36" HIGH MAX.~
- POt-. DING HT,
.-r- FILTER FABRIC
I //' ATTACH SECURELY
V TO UPSTREAM
SIDE OF POST
RUNOFF
- PONDING HT.
."
."
STAKED SILT
SCREEN (TYP)~
--....-...
( '; \
r '" - ,.,t-:''''d'
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L. ,.,.c-' __ i.J, ~~. .,.' " , I , ~ r~.
,.:(' ',. >~'\. ,. /'\ ":-:'_f .,'.',', 'J' j '.'T'7. ....
- - -~, /'- '/
- \...
L:>.
~':
---....-...
" ~{~\' ';~ (;;:",'~
1 ~\ ........_ / (.,:"
'-_/'>~<
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- .' f ,.,:),,:,,!~~ ;>.l,':>."f.' '~";:~;~:~'!'f'f.,,~:.-~,(tf.~""'GZ&'; - ~ , ~\, (1'" ~\
~ ,,--,~,;~~''-(;~, ~,!~~f2::\;.'t'.;?, \ ",'t.;"
1.,:..i~~''1t-":<,~'!:?~\:iJ~',_,, ~ -- " ' ,':'"
~"/'i},,~<:'Or_"-' , " ,,', -.._~-: ,__.'~~.': /
/~~~--/::-~'~'-~'::/: ~",.-/-\ ~-,~ IJf\"'"
_n . ':'~ ~,,' '-1l 'J,.,' " ", "<~ ~ ~ \ ..t.--~ I /:. ~ \ I t;-:, v. -;- " (r' ....;.",-..-,..; ~-~ r-
. "" :,'",', 'T~"r ~~\ ~;.~-;;~c.')'. '-,-s~~ ~'- ::':':f.~.'~r,c~>';':;~/.' ,.ijY) .
("'-/-..... -
\ "", )( '. ,\
- . ~.~~~~~-r
~
'@ ~'~ ~
......J0)
( "
'~:'.~'
-
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T
'f" ,,~^ I >, ,,~>::
'/~ I' /~<
~'\ ~~
~ ""V ",,~~
'~ 00'/VN
'>x- ~,' \:.4" x 6" TRENCH
~1 L"~ WITH COMPACTED
';),. "\{' Y BACKFILL
,K~
STANDARD DHYl..
TRENCH WITH NA llVE BACKFILL
I
9" MAX. _
(RECOMMENDED) 1)q.R B...H
STORAGE HT.
T 'Y~' ~I*/~ 1.
~ ~\ ~%18"
~ ~~~
~ ~ ~v/:
~-~"V ;(~
~ /<<; RA VEL
~>.\t 50
'If//(<
,'-/>:'
RUNOFF
""
(I :
j
~,.::.:..I)
,~;
, ~-
" ' L----
12" MIN.
Elevation of Stake and
Fabric Orientation
AL TERN A TE DETAIL
TRENCH WITH GRAVEL
LEGEND
/
Isometric View
NOTES:
1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT
WHEN NECESSARY.
2, REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT
CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
3, SILT FE:NCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING
EFFICIENCY.
SIL T FENCE
(SEE FIGURE 1)
c
~. ~~:.-
~,"""""",
, /r - ,,'\
. f ' ,y
.1 J,
. \-~~ ,/ ",
,~/
L@
POND SECTION
(SEE FIGURE 2)
Specific Application
This method of inlet protection is applicable where the inlet drains in a relatively flat area (slope no
greater than 5%) where th~ inlet she~t. of overlandflows (not exceeding 1 c.f.s.) are typical. The
method shall not apply to mlets receiVIng concentrated flows, such as in street or highway medians.
1. Set Stokes
2_ Excavate a 4" x 4" Trench
Upscale Along The Line Of Stakes
C'-~
~
,1:
~~
. ,
1----..,
I ." I
. I
I I
I I
1____-
TREE PROTECllON
(SEE FIGURE 4)
~
,,~~ b- (
~
',"
~
TEMP CONSTRUCTION ENTRANCE
(SEE FIGURE 5)
-----~ (~
/' r--/
--- '....-;/-
~
'. ~-
C~
o
Max Slope 1: 1
Clean Out When Sediment
is 6" Below Throat.
--
,;~
SOD ALONG CURB & S/W
(~EE FIGURE 6)
l' Below Throat Min. :J
2' Below Throat Maxt .//
I
L
~
INLET PROTECllON
(SEE FIGURE 7)
10' Min.
I
------
---- Leave Out Block Temporarily,
Insert Tile With Wire Screen
And Gravel Filter.
3. SttJple Filter Material To Stokes
And Extend It Into The Trench
4. Backfill And Compact The
Excavated Soil
""
'\ I
CROSS SECTION
~
-----
----
---
~~~
l..
(]
~
JI.>I(;!r..:",
~~
@
-
:,'[ .
-
SITE PREPARATION NOTES
SEEDING RATES (LhsIAcJ FOR
NEW SHOUWERS AND SLOPES*
I
Circular Shape is Not Essential - Vary Shape To Fit
Drainage Area And Terrain. Observe To Check Trap
Efficiency And Modify As Necessary To Insure
Satisfactory Trapping Of Sediment.
;: I_L1. ~>UOb
"
Sheet Flow Installation
I (Perspective View) I _ /
"l n r/~
B
TYPE OF SEED
Feb.
to
Dee.
NOTE:
SODDING / SEED AND MULCH - 2' SOD SlRlPS
SHALL BE USED ALONG ALL PAVEMENT EDGES,
BACK OF CURBS, EDGE OF SIDEWALKS, AND ALL
SLOPES GREATER THAN 4: 1. SEED AND MULCH
ALL OTHER AREAS DISlRUBED BY CONSTRUCTION.
" p.!; [H~I'J :1:: hW Ii\- lE' N ~
CI~-Y OF CLEARWAlP
1. Site Stripping - Remove all topsoil vegetation, roots and organic deposits prior to filling or excavating activities.
Dee.
to
F.b.
PLAN VIEW
3. Structural Fill - is to be clean fine sand containing less than 10% fines passing a #200 sieves fill to be placed in lifts not to exceed 12"
thick.
PfRI/NlENT GRASS
UflIrJl/<<I 8entllda
Bohla ArgentlM Or peMtJCO/a
OO/CI( GROWING
8tvwtt Top lI/11et
Anrval Rye 6'nIss
1lJTAL POUNDS PER ACRE
21)
80
21)
80
F1GURE 7
2. Proof Rolling - with 01 vibratory roller with min static weight of 10 tons is to be performed prior to any fill placement or excavation
activities.
~
M
~
A
ft_ .......
,r U lr UNL.: IV. :'-\~ ~ I JlNl';
21)
~
;;,
;;,
t
~
~
i
~
!
:g
~
~
g
~
f--
~
'"
-c
~
.
Flown
21)
APPLlCA T10N
4. The general contractor for this project is advised to provide a suitable on-site wash down and concrete area. Disposal of concrete slurry
directly or indirectly into the City separate storm sewer system or onto a City right-of-way is not allowed.
5. Required tree barricades and erosion control measures must remain intact throughout construction. Encroachment into or failure to
maintain these barricades will result in enforcement action which may include citations and/or permit revocation.
N_T.S.
121)
121)
Points A Should Be Higher Than Point B
Drainage Installation
(Front Elevation)
FIGlIE 1
6. NPDES Notification (Notional Pollutant Discharge Elimination System) Attention: Failure to maintain erosion and/or sedimentation controls, or
an illicit discharge resulting from their failure will likely result in fine citations.
Not&.
The se<<llllfl rates _ In tillS lr1bIe apply only
when seed Is spread I1f an opprrw<<l mechanlaJl
spre<1der lHetlllfl the requlreltlellts of' Seatlon
5ro and 5f1 af "'" S_ SpeoIfIOllfIOM.
*SH _x No. t05 for Z1JM _,,,, and
seedlllfl rates for s/oJ1der reworl:llIfI.
ACCEPTf D AND
AGREED rOBY:
DATE:
FIQURE 6
FOR: TREETOPS II
.//
i'ld P\RfJ) H Hz:
\[:1': '1 D\-q ;Zll'l!(li\,
TN
Gulf Coast Consulting, Inc"
Land Development Consulting
Engineering . Planning . Transportation .Permitting
SAMTER HOMES
580 Trinity Lane N
St. Petersburg, Florida 33716-1200
Phone: (727) 573-1338
TREETOPS II
THESE PLANS MAY NOT BE COPIED OR
t.400IFlED 'MntOUT WRITTEN PERMISSION
FROM GULF COAST CONSULTING, INC.
----
JOB NO" ,,/
/'/
04-087
i
'"
Vi
:j
UJ
Z
;;;
;.:
CHECKED
SEAN P. CASHEN 42505
NOT VAlJD UIlLESS SIGNED '" Ol8OSSED
BY A F'E(;(STERED ENGINEER
GULF CCAST CONSULllNG, INC.
CERllACATE CF AUlHORlZATION No. 9774
11/14/05
/
/,....
/
/
REVISED PER DRC COMMENTS / /. -- ;; 'ruu
m~ FL PPO. 42505
... ~..
./' / 1/
~I) - [,,~
/
FB & PG
4
DESIGNED
DRAWN
GJS/MKC
SPC
13825 rCOT Blvd., Suite 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
CONSTRUCTION SURFACE WATER
MANAGEMENT PLAN
~HT
Q,C
NO
DATE
APP1l
BY
08-05-05
14
DATE
OF
!
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DESIGNED
1N
DRA\\"N
GJS/MKC
CHECKID
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SPC
QC
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Fax: (727) 524-6090
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FLORIDA
POWER
CORPORA TION
ORB 1262, PC 290
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SAMTER HOMES
580 Trinity Lane N
St. Petersburg, Florida 33716-1200
Phone: (727) 573-1338
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THESE PLAN~; MAY NOT BE COPIED OR
MOOIFlED W1T-iOUT ~ITTEN PERMISSION
FROM GULF COAST CONSULTING, INC.
SEAN P. CASHEN 42505
NOT VAUD U~LESS SIGNED 8c EMBOSSED
BY A REGISTERED ENGINEER
GULF COAST CONSULllNG, INC.
CERllFlCATE OF AUlHORIZATION No. 9774
0' '0' 20'
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SCALE: '''=20'
40'
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LEGAL DESCRIPTION per Official Records Book 11781, Page 1081:
A parcel of land situated in the Northeast 1/4 of the Southwest 1/4 of
the Southeast 1/4 of Section 18, Township 29 South, Range 16 East,
Pinellas County, Florida, comprised of those portions of real property
described in deeds recorded in O.R. Book 124, page 235 and O.R. Book
87S0, page 1614 of the Public Records of Pinellas County, Florida, which
are lying South of Druid Road described in deed recorded in O.R. Book
1281. page 24S of said Records, and North and West of property of
FLORIDA POWER CORPORATION described in deed recorded in O.R. Book 1262.
page 290 of said Records; all of which being more particularly described
as follows:
From the center of Section 18, Township 29 South, Range 16 East,
Pinellas County, Florida, run South8904f18"East along the North line of
the Southeast Quarter of said Section and along the centerline of Gulf
to Bay Boulevard, 834.1 feet to a point; thence South01.00'S2"West,
1382.48 feet, more or less, to the intersection with the South line of
Druid Road (100-foot right of way) for the POINT OF BEGINNING of the
property herein described; thence South8914'OS"East along the South
line of Druid Road, 400.0S feet, more or less. to a concrete monument on
the West line of property of Florida Power Corporation described in deed
recorded in O.R. Book 1262, page 290; thence South01.01'28"West along
the West line of said property of Florida Power Corporation, 282.97
feet, more or less. to a concrete monument; thence North8914'OS"West
along the North line of said property of Florida Power Corporation,
400.0 feet, more or less, to a concrete monument; thence
North01.00'52"East, 282.97 feet, more or less, to the POINT OF
BEGINNING.
NOTES:
I.) FINAL PLAT SHALL BE RECORDED WITH PINELLAS COUNTY PRIOR TO THE
ISSUANCE OF A BUILDING PERMIT.
2.) TOWN HOMES TO BE FEE SIMPLE.
3.) ROADS ARE TO BE PRIVATE.
4.) TRACT B TO BE WITHIN A PRIV ATE DRAINAGE & COMMON AREA EASEMENT
& PUBLIC UTILITY EASEMENT.
TOTAL AREA:
LOTS
TRACT A
TRACT B
TRACT C
TOTAL
44,313 sf(1.0173 Ac)
17,874 sf(0.4103 Ac)
37,080 sf(0.8512 Ac)
14,024 sf (0.3220 Ac)
113,291 sf (2.6008 Ac)
)/(IGINAI
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L '-~ POWER N89013'L7''W'1Cj '___/ dA OA
'CORPORATION
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NOTES:
1,) GARBAGE COLLECTION WILL BE BY INDIVIDUAL CANS.
2.) GARBAGE CANS WILL BE STORED INSIDE GARAGES.
3.) ALL LIGHTING WILL BE ORIENTED INWARDLY TOWARD THE
MIDDLE OF THE POOL AREA.
AREA BREAKDOWN (PROPOSED CONDITIONS)
BUILDING, ROADS, ETC:
RETENTION PONDS:
OPEN SPACE:
TOTAL:
1,467 ACRES
0.291 ACRES
0.842 ACRES
2.60 ACRES
(63,926 S.F.)
(12,682 S.F.)
(36.682 S.F.)
(113,290 S.F.)
Gulf Coast Consulting, Inc.
Land Development Consulting
Engineering. Planning. Transportation .Pennitting
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SAMTER HOMES
580 Trinity Lane N
St. Petersburg, Florida 33716-1200
Phone: (727) 573-1338
TREETOPS II
13825 ICOT Blvd., Suite 605
Clearwater. Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
HORIZONTAL CONTROL PLAN
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SEAN P. CASHEN 42505
NOT VAUD UNLES~. SIGNED &; Et.IBOSSED
BY A REGlS'rERED ENGINEER
GULF COAST CONSULllNG, INC.
CERl1F1CA TE OF AUTHORIZA nON No. 9774
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(MAINTAIN EX FLOWLINE GRADE) ,.Ii, (MAINTAIN EX FLOWLINE GRADE); cij
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SOUTH POND
AREA = C.246 AC.
i\ TOB = 46.5
NWL = 4.3.10
DLW = 44.20
[)HW100 - 46.00
IBOTTOM = 41.5
From
Structure No,
ST-1A
ST-1
ST-2
ST - 2A
ST - 3A
ST-3
ST-4
ST-6
ST-7
ST-8
ST-10
ST -11
ANCHOR MODULAR RETAINING
WALL (OR APPROVED EQUAL)
TOP OF WALL EL=46,5
BOTTOM OF WALL EL=44.3
W/42" HIGH HANDRAIL (TYP)
(SEE TYPICAL SOUTH POND
SECTION DETAIL ON SHEET 10)
;<1/'['- ~
h ~ 'it >
RIM EL = 42.21' c;) ~ '- ~
IE N = 39.42', 6"VCF1> < I"
IE W = 39.39', 6"VCP ~1.s::-
302.5'S, 16.0'W I.'
DESTCTNED
TN
DRAWN
GJS/MKC
elITeKID
SPC
QC
Gulf Coast Consulting, Inc.
Land Development Consulting
Engineering. Planning. Transportation .Pennitting
:)Rt'{I,\R} r) :~'()r~
<.,;':t! !)t :"';{'k".~p~;( J"'"
THESE PUINS MAY NOT BE COPIED OR
MODIFIED ~"THOUT \\RITlEN PERMISSION
FROM GULF COAST CONSULTING, INC.
o'
I
10'
20'
I I
SCALE: 1"=20'
LEGEND
PROPOSED STORM PIPE
PROPOSED GRATE INLET
PROPOSED FLARED END SECTION
PROPOSED MITERED END SECTION
PROPOSED STORM STRUCTURE NO.
PROPOSED STREET LIGHT
PROPOSED FINISHED FLOOR ELEVATION
EXISTING TREE TO REMAIN
PROPOSED STAKED SILT SCREEN
PROPOSED ELEVATION W/HP
PROPOSED ELEVATION
PROPOSED PAVEMENT GRADE
PROPOSED POND TOP OF BANK
PROPOSED POND BOTTOM
PROPOSED SETBACK
PROPERTY BOUNDARY
STORM PIPE CHART
To
Structure No.
Description
5T-1
ST-2
ST-3
ST-2
ST -.3
ST-4
ST-5
ST-7
ST-8
ST-9
ST -11
ST-12
27 LF - 15" RCP @ 0,74%
65 LF - 15" RCP @ 0.31%
154 LF - 18" RCP @ 0.26%
27 LF - 15" RCP @ 0.74%
82 LF - 15" RCP @ 0.24%
168 LF - 18" RCP @ 0.21%
95 LF - 18" RCP @ 0.21%
35 LF - 15" RCP @ 0.57%
34 LF - 15" RCP @ 0.59%
27 LF - 15" RCP @ 0.74%
16 LF - 18" RCP @ 1.25%
60 LF - 18" RCP @ 0..33%
STORM STRUCTURE CHART
~ 18" FLARED END SECTION
~IE = 42.90
~ TYPE "C" INLET
~ GE = 44.70
IE = 42.70
~2 TYPE "c" INLET
~GE = 46,00
IE = 42.50
~ TYPE "c" INLET
~ GE = 45.40
IE = 42.70
~ TYPE "C" INLET
~ GE - 45.50
IE = 42.10
~ TYPE "C" INLET
~ GE - 45.60
IE = 42.30
TYPE "c" INLET
~ GE - 46.00
IE = 41.75
~ 18" FLARED END SECTION
~ IE - 41.55
TYPE "e" INLET
€V GE - 46.00
IE = 43.20
TYPE "C" INLET
~ GE - 46.50
IE = 43.00
TYPE "c" INLET
~GE - 45.00
IE = 42.80
~ 15" FLARED END SECTION
ST-9 IE = 42.60
~ MODIFIED TYPE "E" INLET
ST-l0 OCS (SEE DETAIL ON SHEET 10)
IE = 42.60
~ STORM MANHOLE
~ RIM EL = 46.50
IE = 42.40
~ 18" FLARED END SECTION
~ W/4'x6' SAND-CEMENT
RIP-RAP SPLASHPAD
IE = 42.20
//
TREETOPS II
4 2/10/06
3 11/14/05
2 11/1/05
1 10/7/05
JOB NO
...///
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REVISED PER CITY OF CLEARWA TER COMME~ ./ -.,-1' t . Casr-n-Ur.
REVISED PER DRC COMMENTS /' /' /. 7
REVISED PER SWFWMD COMMENTS / ',- / / t' t~/ if: ) 'lw6
REVISED PER CITY OF CLEARWA TEl( GOMMENTS / /~, ., ~~5
/7 ..... ''''~r'D''' "08'-05-05
~~~ ~ ~ ~
SAMTER HOMES
580 Trinity Lane N
St. Petersburg, Florida 33716-1200
Phone: (727) 573-1338
13825 lCOT Blvd., Suite 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
PAVING, GRADING & DRAINAGE PLAN
Sl:AN P. CASHEN 42505
NOT VAllO UNLESS SIGNED & o.tBOSSEO
BY ", REGISTERED ENGINEER
GULF COAST CONSULTING. INC.
CERlIACAE OF AUTH~IZAlION No. 9774
NO
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9,9,12 'O.A_/ F~g~~RA N89-13'27'~Cr "....... OA_.// dt ~A . OA
CORPORA TION
ORB 1262, PG 290
34.0' WIDE ASPHALT
PAVEMENT
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Gulf Coast Consulting, Inc.
Land Development Consulting
Engineering . Planning . Transportation .Permitting
SAMTER HOMES
580 Trinity Lane N
St. Petersburg, Florida 33716-1200
Phone: (727) 573-1338
WATER & SEWER PLAN
TREETOPS II
13825 ICOT Blvd., Suite 605
Clearwater, Florida 33760
Phone: (727) 524.181R
Fax: (727) 524.6090
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@
BOTTOM EL OF 18" STORM = 41.. 73
TOP EL OF 8" SANITARY = 41.00
CLEARANCE = 0.73'
L,
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CID
BOTTOM EL OF 18" STORM = 42.11
TOP EL OF 8" SANITARY = 40.22
CLEARANCE = 1.89'
20'
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SCALE: '-=20'
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CONNECT TO EXISTlNG 8"
PVC WM WI 8"x8" TAPPING
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LEGEND
PROPOSED SINGLE-WATER METER
PROPOSED SANITARY SERVICE W/PLUG
SANITARY CALLOUT
PROPOSED 4" BACK FLOW PREVENTOR
PROPOSED
PROPOSED
PROPOSED
PROPOSED
GATE VALVE
REDUCER
SANITARY MANHOLE
BLOW OFF ASSEMBLY
PROPOSED LIFT STATION
PROPOSED WATER MAIN
PROPOSED SEWER PIPE W /FLOW
PROPOSED 2-1/2" FIRE DEPT.
CONNECTION
PROPOSED FIRE HYDRANT ASSEMBLY
THE CITY OF CLEARWATER WILL PROVIDE WATER TAP, SET THE WATER METER AND A
B.F.P.D. (BACK FLOW PREVENTOR DEVICE IF APPLICABLE. APPLICANT IS RESPONSIBLE FOR ALL ASSOCIATED
FEES AND ALL OTHER INSTALLATION FEES_
40'
~
2.) IF THE PROPOSED PROJECT NECESSITATES INFRASTRUCTURE MODIFICATIONS TO SATISFY
SITE-SPECIFIC WATER CAPACITY AND PRESSURE REQUIREMENTS AND/OR WASTEWATER CAPACITY REQUIREMENTS,
THE MODIFICATIONS SHALL BE COMPLETED BY THE APPLICANT AND AT THEIR EXPENSE. IF UNDERGROUND WATER
MAINS AND HYDRANTS ARE TO BE INSTALLED, THE INSTALLATION SHALL BE COMPLETED AND IN SERVICE PRIOR TO
CONSTRUCTION IN ACCORDANCE WITH FIRE DEPARTMENT REQUIREMENTS.
3.) DRC REVIEW IS A PREREQUISITE FOR BUILDING PERMIT REVIEW,
ADDITIONAL COMMETNS MAY BE FORTHCOMING UPON SUBMITTAL
OF A BUILDING PERMIT APPLICATION.
SANIT ARY SEWER PIPE CHART
From
Structure No.
To
Structure No.
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.
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SS-l
SS-2
SS-3
SS-4
SS-5
SS-6
SS-2
SS-3
SS-4
LS-1
SS-2
SS-3
Description
118 LF - 8" PVC @ 0.50%
227 LF - 8" PVC @ 0.43%
141 LF - 8" PVC @ 0.43%
26 LF - 8" DIP @ 1.19%
52 LF - 8" PVC @ 0.50%
53 LF - 8" PVC @ 0.50%
SANIT ARY SEWER MANHOLE CHART
~ SANITARY MANHOLE
~ RIM EL = 45,72
INV EL = 41.15
8
SANITARY MANHOLE
RIM EL = 45.85
INV EL = 41.16(W)
INV EL = 40.56(N)
@
SANITARY MANHOLE
RIM EL = 45.61
INV EL = 40.92(E)
INV EL = 39.58(W)
8 SANITARY MANHOLE
SS-4
RIM EL = 45.66
INV EL = 38.97
THESE I'LANS MAY NOT BE COPIED OR
MOOIFlEll Vt1THOUT WRITlEN PERMISSION
FROM:;tJlF COAST CONSULTING, INC.
SEAN P. CASHEN 42505
NOT WlID UNLESS SIGNED '" EMBOSSED
flY A REGISTERED ENGINEER
GULF COAST CONSUlllNG. INC.
CERllF1CATE OF AUTHORIZATION No. 9774
1 11/14/05 REVISED PER ORC COMMENTS
NO
DATE
~ANITARY MANHOLE
SS-5
RIM EL = 46.12
INV EL = 41.42
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.It,' I
t'-' .' - ~J!}1Jh
"i",,':;,~, LXI li,)IMEI'.J1
:..:1'1 UF CLU\INJf\ff:P
S SANITARY MANHOLE
SS-6
RIM EL = 45.89
INV EL = 41.19
@
LIFT STATION
RIM EL = 46.00
INV EL = 38.66
(SEE DETAIL ON SHEET 16 OF 16)
------~"
~ //./
./ JOBNO /'
/
Sean--P f".~' /h:
,j ./ "r" 04-087
,/' ./ / / rB&rG
/ FEl( , 1 ...26M.' /
~ / /' , '/7
/ 'J""'; _,... ~ I\Y^ Af2"~"" ...
./ -, .... YOJll" .,. ;ou 5
DATE
REVISIONS L/
Arr'D
BY
08-05- 05
i_ ;
9
SHT
14
or
TYPE E
Straight Bars 2" x 3/16"
Reticuline Bars 1-1/4" x 3/16"
Bonds 1-1/2" x 1/4"
Approx. Weight 215 Lbs.
12"
24"
,
4'-4"
I
I
,I
I
I
Outfall Pipe
'"
Aluminum "-
Ski-nmer "
N --H-- 1-2-1/4"1
~ 3'-0"
'-----
.
CD
.:::.
10.
lio
CD ('oJ ~
.:::. @;;-
~ @
o 00
o ....
a.. 0
Cj) CD "
c:
o
CD
2-1/4"
-
~
0.~,5' Wide Weir
NOTES @ EL. 44,20 .
1. Fasten skimmer with 4 stainlens 0
steel bolts w/ lead anchors I
2. Seal 011 edges of skimmer at in
contoct points with structure
with waterproof caulking or
approved equal
~
.
CD
I
':..t
-
=ff
8"
~
I
"<t
N
~
8"
....
I
Concrete Pod - .........
Under Skimmer
':..t N ~
PLAN VIEW
O..igo High Wole< L.vel ~
@ EL=46.00
5-3/4" Eye Bolts Per
4'-4" "'~ ~FDOT Index 201
5-3/4"~
I 3'-0" .1 Top of Bonk
Grote EI=46.00 "
r Steel ~ c +-h 2"
J1 ~rate 1
T 2 Clr.
Water Quantity
Water
Quality
Weir @ EL. 44.20
Aluminum Skimmer -------- ~o r
EL. 43.9
18"
r Outfall Pipe
~
I
t
Normal Pool Level J
C EI 43.10
ro
/)
n IE
42.60
4'x4'
Cone. Pod
4" Min.
1 6"~.D,.
.~ .'-
8"./ T #4 BarsL 2" Clr.
@ 12" Ctrs.
Install 6" (Min.)
Grovel Bedding
BOT EL. 42.40
I J
CROSS-SECTION
FOOT TYPE E INLET (Modified)
STORM SEWER OUTFALL CONTROL
STRUCTURE ST-10
NTS
SOD
42" HIGH
~PEDESTRIAN
/ HANDRAIL
~
5'
-------
TOB ANCHOR MODULAR
46.5 ~RETAINING WALL
ill /' _ DHWHlO @ ~L=46.00
1~6' EL- 7
2 . /44.3
1-1 ~. DLW @ EL:=44.20 be'.'
'rr i:':~4 NWL @ EL=43.10 .4/
TOB
46.5
, PAD
~
I
SLOPE
VARIES
N
3'-4"
.,
3' WlDE/5' HIGH IMPERMEABLE
CLAY LINER WITH PERMEABILITY K
=1x10-~ CM/SEC OR LOWER. CLAY
TO BE TESTED BY GEOTECH PRIOR
TO INSTALLATION.
(*) LITTORAL SHELF
PLANTING AREA - SEE SCHEDULE @ RIGHT
TYPICAL POND SECTION (SOUTH POND)
NTS
rSTAKED SILT
SCREEN
20'
:iii'
<(
N
...
Oci
'!l
EXIST. \
GROUND (TYF'.)
OO~
-r-~ ~'
L DOUBLE ROW
STAKED HAY BALE
6" LAYER OF WOODCHIP
MULCH OR RUBBLE
RIP-RAP
8
N
0-
N
;:;,
o
~
~
o
o
?
i
~
~
DEWATERING. EROSION CONTPOL AND EXCAVATION
CONTRACTOR TO CONFORM TO ST<iRMWATER POLLUTION & PREVENTION NOTES AS DETAILED ON SHEET 3.
IF EXISTING SURFACE WATER WE1L~ND IS TO BE DEWATERED FOR MAINTENANCE AND EXCAVATION, A SEDIMENT SUMP AND EROSION CONTROL/
ENERGY DISSIPATER DEWATERING I,REA MUST BE ESTABLISHED AS SHOWN TO ACCEPT THE DEWATERING DISCHARGE. THIS SUMP AREA MUST BE
INSPECTED ON A PERIODIC BASIS ~ND MUST REMAIN INTACT AND FUNCTIONING PROPERLY THROUGHOUT DEWATERING ACTIVITIES. AFTER DEWATERING
ACTIVITIES CONTRACTOR TO INSTALL DOUBLE STAKED SILT SCREEN AROUND LIMITS OF EXCAVATION AS SHOWN PRIOR TO ANY EXCAVATION
COMMENCING. AFTER DEWATERING ACTIVITIES HAVE CEASED, CONTRACTOR MUST INSTALL DOUBLE flOATING TURBIDITY BARRIERS TO REMAIN IN
PLACE UNTIL ALL SEDIMENTS AND TURBIDITY HAVE SETTLED OR DISSIPATED AS DETERMINED BY THE ENGINEER OR SWFWMD.
o
Ii'
....
'"
i
0-
Vl
U.
~
c:
'~
~
....
'"
9
e-
ill
E
a
J::.
~
a
f-
'1il
a
'"
'0
~~
",,0-
::II
:g,l;
aU
~1i1
I!! 0
f--
~~
~~
UJ'in
~~
-:-:0..
>-I
DEWATERING SEDIMENT SUMP
EROSION CONTROL AREA
NTS
l..t--
\A\A/\I, \1/ n ~/lI\I/. \Y\1A\
A~ :':~":"" 41.".1 I :a ir....": ~'b...' ~~
11 .,,~. .... <I I 1."<1 ,q" ,.: : j,."... ..~
if ... . ."iI ... ;, .. ~ ..... "
. "- - ::'. "':- ' ',I I ." . .-
II I I-III :..: :': -111=1 I II ~ L-- ~;~~~-~~;O;FC~~S ~~EL
- " I ~ tv WITH A SLIGHT RAISED WASH
-I II == "I I ,'.:zT 1'- I- APPROXIMATELY 1/2" ABOVE
- , ,I I, :..o~1 q LEVEL OF TURF/SOD.
l :~, :J
. ..1 '.
i 8" {-
~ HANDICAPPED SIGN
/' SEE INDEX NO. 119
-t l' -0" t
./~
/CD
.
~
~ J,
.
PARKING BY
DISABLED
PERMIT
ONLY
CONC, WAlK
RAMP DO"'" CONC, WAlK
SEE INDEX NO. 10g
WHITE BORDER
& SYMBOL
BLUE BACKGROUND
'U
c:
o
m
6" WIDE lRAmC
WHIlE STRIPE _ ~./
''''''''' W
r"""' WOOE V
i r2~~ V
I ~~ ke. /
I 5'-0. A-rJJI
I ~; WIDE lRAFflC BLUE
V SlRlPE (TYPICAL)
12' 0" 2" (TYPICAL) -H I 5' 0" I'
17'-0. ,
--
i- 2" HOT DIPPED GALVANIZED
STANDARD WEIGHT STEEL PIPE
BLACK BORDER
& LETTERS
WHITE BACKGROUND
CD
.
rI
~ EL=46.0
~ :TAKED SILT SCREE:-S
'I ~ NWL/SHIj/ ,<' .,- '"
t all/ -=- =43.10 :'
- W/ -EL=41.0'----'- -~r- ,'_
r
BLACK BORDER
& LETTERS
WHITE BACKGROUND
$255 FINE
F.S. 318.14
q
1:;
I
'"
ALL LETTERS
1" SERIES .C
-
NOTE:
All pavement markings to be thermoplastic.
Ol
.
HANDICAPPED SIGN DETAIL
HANDICAP DETAIL
NTS
1\
LITTORAL SHELF PLANTING CALCULATIONS
I
TOTAL AREA AT NWL = 2616 SF
PROPOSED AREA OF LITTORAL SHELF = 2017 SF
LITTORAL SHELF = 77'7. OF TOTAL AREA
>-
0::
)"U~
'-' J) I ~
0::
W
a..
o
0::
CL
LITTORAL SHELF PLANTING SCHEDULE
- r--
SPECIES
COMMON NAME
ELEV
QUANTITY
SEE RIGHT ->
LEVEL
SPREADER
". SECTION C-C,'
-",~ .~
SPARTINA BAKERI
SMOOTH CORDGRASS 43.1-42.5
JUNCUS EFFUSUS SOFT RUSH
43.1-42.5
PONTEDERIA CORDATA PICKERELWEED
SAGITTARIA LANCIFOLlA ARROWHEAD
42.5-42.0
42.5-42.0
-
""'" '".
PROPOSED FENCE
OR WALL
NOTE: ALL PLANTINGS ARE TO BE BARE ROOT, 1-GAL. EQUIVALENT
ROOT BALL SIZE AT 3' ON-CENTER PlANTlNGS,
CLEANOUT
r Brass Cleanout Plug
r8"
'/<"~R/^'-(/.<'-7f^'(//J i'::.,.(~ ^,~'0C~,,/<<-i(/
.....;.-x:.' ''{~ ^ ':',:' ,-". ,>- <'7
" t
18 Square
Concrete Pad,
8" Th ick
: ...
,'I " . "
. Q~ 18"
V...
'...'
18"
~
r
Two-6"-1/16 (22~.) Street Els
ASTM D3034-SDR 35 6" or \
8" PVC Underdrain (Refer to
Plans for Diameter)
~ --Flow
TN
JJ;..~ 1_ ;):" ;-:-i- t) 1 ~ :I{
DESIGNED
Gulf Coast Consulting, Inc.
Land Development Consulting
Engineering . Planning . Transportation .Permitting
DRAWN
GJS/MKC
Clltc'KID
13825 ICOT Blvd., Suite 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
SPC
QC
6" or 8"
/ Cemented
/ Cap
.......
6"
:::;./
6" or 8" X 6" PVC Wye (Gasketed)
Note:
-~
'1' I
1. Cleanout Faces Downstream.
2. All Cleanouts are 6" Only.
UNDERDRAIN CLEANOUT DETAIL
NTS
t... l 1 ~ ;
SAMTER HOMES
580 Trinity Lane N
St. Petersburg, Florida 33716-1200
Phone: (727) 573-1338
Z -.J
;-. I"
(j) 0
.
53
49
64
58
STANDARD PRE-PAINTED
DISABLED PARKING SIGN
ON 1/8" THICK SHEET
ALUMINUM
BOT
42.2
TIE-IN OF PROPOSED
CONSTRUCTION TO EXISTING
NTS
_ 6"1-
_1,o'r
--~SLO~~ VARI
:.' .. " E:s
~~
-----..:: . (\ "
EXIST. SURFACE
12"
~
77f
~#ff~ '
5'
r- 4" Drop at All Drives
5" 1"
H ---:... " Wearing
~1-1/2 R r Surface
EXIST. BASE
..
I
TO BE SODDED
8.8'
~PROP. SURFACE
~V1-1/2"R
Min.
f.':-~;'~,<:'~~ '.":"-.\..,.. '.. ,,': '.\:! ,;, -~---r.; /pavement
1<' -:.,.. .',' ','><~:-;"~:\"~~'.::I 1<0
, 'c"'" ..\"",,"-.., .,:, 'i f, /// i . ' iF, / / / I
/ >-//'/"/" ;.'<-':, //:' /, (I Base/////
''\ / '-..,,/'.. '/.'//////////1/;
~;r '-l4"~' , ,Subgr.ade
-":':.,:.. '::;., ,
" / / ". ~/ /'>,
"""'og 5,rio,. \
12"X12" CONCRETE
r- EDGER CURB (300OPSI)
..J.
'1
n
I "5.,,/ }:.,\.': ~'I
----V-- :.:.1".:;:--------
I l' I ;~ \::/-
~.>;:
~. ',',
"
,t. <I .
11,' -""--1. CD
/ b. 4
/. '
/;~I' b. N
::<: ........ Bose
/> P q
8"x 12"
CONCRETE
SPREADER
WEIR
4
."')/>;> /'
~ , >,.,~/.(
,"- .-....,(, '-, .
Bose _,,",-'-../'
, , .. , , , , , " ,~ %.,<<<~
,'.""""""" .;- >&"/>
',"','.'......"'..,' , , , , " , , , , ~~J:<<
.'.'.'.'.'.'.'.' .~omp~;;~~~ 'S~~~r~d~."'. :;.,~~l?:/
~~~<~<~~......,......'..'7.~
" /" ,/ ~;-;:>/:j)':(//(//'-../;(j
'. ',;':>~>'~"'<',',,,:'<', , ' ' ".
12" HEADER CURB
STRAIGHT CURB
NTS
'"
Co
,j
.1
<I
"'- PROP. BASE
:,//>/>,( oS,
~", , , ,Compocted, , , ,
". '..'.,' I, ,Sub grode, ,
~ 6" r '
',' " '" I' , '/0:' -;':~':~<<,.::<<<
.> ""," /'/'-. '///y "',//),/
~>/ ~ ,;,-":';'/,;>/,,4.:;:://
/,' - /,'- / /,:/ /' ./," ,,"/':(/",/"
INTEGRAL CURB & SIDEWALK
NTS
NTS
24' DRIVING SURFACE
4'
i
12'
12'
~
_6"_
- 1.0'1--
12"X12" CONCRETE EDGER
CURB (3000PSI) - :-~
-==~~2''''' _~
----
---~
-
SLOPE ,,~R\t.S
rG 6" VERTICAL CURB
~ ~i.r~ WHERE APPLICABLE
~l...-1
_ 6"1-
- 4' WIDE CONCRETE SIDEWALK
(WHERE APPLICABLE)
1 r TYPE S ASPHALTIC SURFACE COURSE
AL T SECTION (W /VERTlCAL CURB)
I
6" L1MEROCK BASE (LBR 100) (*)
8" SUB-BASE (LBR 40)
(*) OR AS ALTERN/lTE 6" CRUSHED CONCRETE (LBR 150)
OR t6" SOIL CEtvIENT (300 PSI! 7 DAY) ON 8" COMPACTED SUB-BASE (98% AASHTO T-180)
TYPICAL STREET SECTION
NTS
SOD
TOP
43.0
">-
0::
<(
o
Z
=>
o
m
>-
I-
.f5
.~
.0::
CL
---t
VARIES
VARIES
TOB
I SLO /46.5
-~
MA TCH EXIST.
GROUND
TOB
46.5\ R\t:.S
~
/
~ - - - - -- - - - - - - - - -~ DL:: EL~442; - T - - - - - - - - - - - - - - - --
~ZOM-43'10
PAD
PAD
.,L
I
,
"r
DHWloo @ EL=46.00
TYPICAL CROSS SECTION C-C
(LEVEL SPREADER SWALE)
NTS
r I, ( ,I
" ',1
l ~ -! I { ~ ~,
/ CLEAN OUT: 6" HDPE
W/ PLUG
EL = 44.3
L- I --r:=- -- --I
G~~~~E(~GL~~~~~~, ,\1- f '1-': >1-'''" )'*~\Z'\\?i:;C,,~ "" ... ,
OR LIMESTONE) "0 - V'"'i--' ,j \~.... ,( v'~' A"\.......o;... "
I t I ',," ',:>::;,,\~.~::...(~1~-':.:-1\~';,\
EL= 43.40 I I ,". :. ' "'. :t1);,\\;:;;-''\\;;f~,~~'.{\A4;
. '\ .....,..L.; ......~...L.": .:....-~....J-''; ",
r ,y"'-,<J;';:""J. r:,\f;\:":~\\ . _.. NON-WOVtN PERVIOUS FILTER FABRIC . I~.:--( /.-:....('7,.>-.1( <
.::."V1':;"./-''''! <D ':7~...~~.V' BETWEEN FILlER ,AND GRAVEL (FILTER-X, ' /,>( -'~~;,;f. -;D7'"
,,-'~('7,'-._.1 ~-,,;;,.<( lERAlEX MIRAFI OR EQUIVALENT) ", ''';.L.';J:':'-;..\~-1-.'; ,,',
/~"'1, 1 (+1/ ~'~ ., " '___._
~~~~{m:~,~~:.) . -' " . ." .\" " "
'{'...,..,.. ,1 ;'\'"'"7' ,',I'-' ,
:L .... 7':J L'\ ;"'...J..... '"
~,:;o..o:- \ ;.}"-\f,>'i, "
/:.;( ," '.1~ r.;,\v.,\'Z;::':~S
<~~~U,~Sf~,1i~~~
.. " ~ 7~, ~ \ < ",,' - 7 \
,
ro
EL= 41.90
6" UNDERDRAIN (ADS)
FLEXIBLE PERF ORA TED
POL YETHELENE TUBING
TREETOPS II
TYPICAL POND SECTION (NORTH POND)
NTS
TOB= 46.5
ANCHOR MODULAR RETAINING
WALL (OR APPROVED EQUAL)
TOP OF WALL EL=45.5
BOTTOM OF WALL EL=44.3
SAND FILTER MEDIA (*)
A.) WASHED MATERIAL MEETING FDOT ROAD AND BRIDGE SPECIFICATIONS FOR SILICA SAND AND QUARTZ
GRAVELS. OR MIXTURES THEREOF (LESS THAN 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;
B.) UNIFORMITY COEFFICIENT 1.5 OR GREATER; AND
C.) EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER.
NO SOD
'\l D.L. W.= 44.20
COURSE AGGREGATE/GRAVEL
(NO L1MEROCK OR LIMESTONE)
TREA TMENT
VOLUME
k/( .!r1/1,:
'\l N.W.L.= 43.10
,
I ,
,> ': )Ol(l~
, ,UI'
4
:::::::=i 1
: I'.I\~\J:I~I: ~)c-iJ!\I'('I:\/lt~.
_:;-1' O~ i:LEI'.RWATf ~
BOT = 42.0
UNDERDRAIN TO BE LINED WlTH
30 MILS IMPERMEABLE MATERIAL
18"
SAND FILTER MEDIA *
24"
UNDERDRAIN FILTRATION SYSTEM DETAIL
1" = l'
-
THESE PLANS MAY NOT BE COPIED OR
MODIFIED WITHOUT WRITTEN PERMISSION
FROM GULF COAST CONSULTING. INC.
./v
/....
Se~n p~ C /
, // /
Frs- , 11OlJ67,
1 11/14/05 REVISED PER ORC COMMENTS /.
NO DXIT RT:\1SJONS :-i?- to' "I:.. N~ ~
08-05-05
OF
JOB NO
/
/
04- 087
FE & PO /"7
,/
10
':>tlT
PAVING, GRADING & DRAINAGE DETAILS
SEAN P. CASHEN 42505
NOT VAUD UNLESS SIGNED & EMBOSSED
BY A RI:G1STERED ENGINEER
GULF CO/1ST CONSULTING, INC.
CERTIFICATE or AUTHORIZAllON No. 9774
"./"
/'
OAIT.
14
Arf'TI
BY
~.
(I;
o
'"
8
'"
o
o
S
S
~
~
Cl
Cl
(~
0-
0.
~
~
~
W
Cl
Cl
k"
....
CD
o
+
o
1L
(/)
~
'"
c
'~
g
CD
9
e
I!J
E
o
.c
c
~
o
~
-c
'"
{2
-c
~~
",0-
=:I:
..1;-
8-u
~~
!:::-:
~~
W'O;
~~
- 0-
)...:J:
DES JG1\'ID
IN
DRA~"N
MKC
CHECKED
SPC
QC
r
3'.4'
4'-4'
l!:!
o
f'. I.
- ~
IO~ Tc
:~ .;.
Q.
...
6iC:>
':S
~"-
.~
~'"
,->1
'->f
I
3'-0"
~~
zf
2..
.. -
;.,
Z'-t'/'
~..
l!:! ~
{:!, to
~
...
~I
~:
~
~
!!.
-
lOb
<>1l~
.... 1:i.
~c!i
~~
~ i
" ...:
C> c:
~dli ~~ ~
~ ~ ~ ~ ~},I' 3',0" I~~
\b t Grate-::::;r c + ~
-II LP. 1 "'-' Eye &Its
r ~J See Index 2DI
?o + ~\-.-J}~ -4 Bars
~ If!' Cfrs.
PLAN
~~
~:ili
1: t) ~ 3'-~
~l!:!~,,- sl'~, 9'-0" ).J: ~st
\ - · Gf'lIfe-...J <> 1..;"
"" ~ :!' CI J......... Eye Bait
-i ~~ . 1 See Index 201
. ~! r~
i; - -.... ---,~:t ........... "4 Bars ~
I:!' Cfrs.
?o
PLAN
SECTION
TYPE C
SECTION
TYPE E
RIKIO/MI6~ l/axlm.JITJ PTpe STze:
3'-0" Wa/l-Z4' PIpe
4' -ft' Wall-4:!' PTpe
RtJOO/T/fflMded MaxlfTU1/ PTpe Slzll:
~:' -0" Wall-IU' PTpe
J'-' Wall-Z4' PTpe
INLETS
~ 1S~~~.
~.~j
c-~~ ~:
I;.J~ :nr:r~Tt.
3'-4' I _ 2i
~IJ~~~~~ ~
,~i ~
..;.. ""
"'-I
I
~l' 3'-4"
'D~. ~~
~-
TYPE C
Approx. Wel{rht 235 Lbs.
TYPE E
Approx. Weight 465 Lbs.
CAST
IRON
GRA TES
3'-4'
r~
'-.
" QI ...
! jil ~
It !l!
'-
QI
~...
':... .."
~ lei J
1IJ ~ ~
J
TYPE C
StraTghl Bars:!'x T
RetTcullne Bars t~. x -F
Bands Ip.x..
Approx. WeIght 100 Lbs.
Type C 3'-f
Type 0 4'-f
Type E 4'-(l'
lJ.J
oll
Q
<->
'"
.~
I-
.!!...~
..s
-
..!L
Type C 2'-0"
Type 0 J'-f
Type E J'-O'
~
8"
-=-
-
f-
>--
!!-
-'--
'"
~
()
co
~
~
8"Vl
-co
8'
..:::...
6'-0'
Unless OtherwIse
Shown On Plans
.....
q:
3' -(l'
Unless OtherwIse
Shown On Plans
8"
~
NOTE: Alt. B Structure Bottom Only. See Index No. 200
STRUCTURE BOTTOM FOR INLETS TYPE C, D & E
GENERAL NOTES
I. These Tnlets are SIJltabl~ for bicycle and pedestrIan areas and ar~ to be used In ditches.
IIIMians and other areas subject to Infr~ent traffic loadings but are not to be placed
in ar60S subJI1Cf to any heavy wheel loads.
2. Inlets subJI1Cf to mlnTmol debrTs should be constructed wTthouf slots. Where debris Ts 0
problem Tnlets should be oonsfnJcfed wTth slots. Slotted Inlets located wTthin ('()(}(/Way
clear zones and In areas oocessTble to pedestrTans shall have traversable slots. The
traverscble slot mod/fToatlon Is not adapfr1b/e to Tnlet Type H. Slots may be constructed
at either or both IInds as shown on plans.
3. Steel grates are to be used on all Inlets where bIcycle trafflc Is anfTcTpated. Steel grates
are to be used on 011 Inlets with traversable slots. Either oasf Tron or steel grates may be
used on inlets wTfhOuf slots where bTcycTe traffic Ts not anticipated. EIther oasf iron or
steel grat~s may be used on all inlets with non-traverscble slots. Subject to the selectIon
described abuve, when Alfernate G grate Is specfffed fn the plans. efther the steel grate,
hot dTpped gaNonlzed after fabrToatTon, or the oasf Iron grate may be used, unless the
pions sfTpulate the par/Teular type.
4. RllCOImIended moxl_ pipe sizes shown are for concrete pTpe. PTpe sizes larger than
those recommended nvst be checJr.ed for flf.
5. All expased comers and edges of concrete are to be chamfered
6. Pavement to be used on Tnlets without slots and inlets with non-trav~rsable slots only
when coiled for in the plans: but rfKIUTred on all traversable slot Inlets. Cost to be
Included Tn contract unit prIce for Tnlets. OJantlf/es shown are for InformatTOIl only.
7. Traversable slots constructed Tn ~xlstlng fnlets shall be paid for as Tnlets par/Tal.
and sholl Include the cost for slot openTngs. pavIng and any r~/red replOCl!fMnf grates.
8. SoddTng to be used on all Tnlets not located In paved areos and paTd for under oontract
unit prIce for SoddTng sr.
9. For supplementary details see Index No. 201.
DITCH
TYPES C.
BOTTOM INLETS
D. E & H
TYPE E
StraIght Bars:!'x -F
RefTeuline Bars I~' x-F
Bands It.x..
Approx. Weight 2/5 Lbs.
NOT/CE: Steel Grates Are Required On Inlets With Traversable Slots And On Inlets where BIcycle Traffic Is Anticipated.
STEEL
GRA TES
Spigot On Inlet Section
Bell On Outlet Section
(Outlet Section Shown) ~
Cy/1nderl~' I T ~ ~
:i foc Sf"k)hf FIc<,- ~
-~ - =~
Optlonol Shope /
A
t si
- <::I
I
A
lJ.J-.l
~~
'---
~-L
PLAN ~ Toe Wall __ ~ I
I.
r
o
-'11IIo.-
B
-r-
,
-
~ " " ",,'V -...... . _
~-~~
r-T
si
~
..--T
<:(
_L-
~,,~ ~",."~~~"'\..""""""""",,,,, ~"""""""~ ~""~ -'-
h- ~--L. \ ~
I >--- t:::- Toe Wal/
8" -"""::::-2 *4 Bars
Min.
I
I,
SECTION AA
24' For J(j' To ~7;!, Pipe
'I!' For IS' To 24' PIpe
J-
t
.a... ~ ~
~///hn// '/~ // ,.....'1'\.'\.'l\.~,,"-'l
p,,,V
fCcn<c", PfP\W"
''//' '/. '.oC/1/"
FLARED END SECT/ON
Flared
'( End
'l
\ ~
~" ~~"~~
==r t 'eo
......
"'i"'==r
SECTION CC
Lc
END VIEW
REINFORCED CONCRETE JACKET DETAIL
Gulf Coast Consulting, Inc_
Land Development Consulting
Engineering. Planning. Transportation .Pennitting
13825 ICOT Blvd., Suite 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
NTS
FDOT
I of 4 232
4r'"
/I_,J~_ ~
I A >1\
OIA.
II!'
15"
18"
21'
24"
zr
J(j'
$'
4;!'
48"
54'
60'
66"
72:'
REINF
REINF.
sa IN/LF
0.01
O.W
O.W
O.W
0.07
0.148
0.148
0.148
0.148
0.148
0.114
0.(14
0.114
0.114
E
2' -0"
2'-6-
3' -0"
3' -f1'
4'-0'
4' -(l'
5'-0'
6'-0'
6' -f1'
7'-(/'
7' -6"
8' -(j'
8' -f1'
9'-0'
BELL
Or
SPIGOT
,I'"
I!'
2
2
2
..iJ
3"
3
3
"-
4J
5"
51,.
(l'
T
B
2'-0'
2' - 3"
2' - J"
2'-/f
J'-7'"
4'-0'
4' -f1'
S'-J'
S'-J-
6'-0'
5'-5-
5'-0'
6'-S'
6' -(l'
A
4"
(l'
9'
9'
"'"
/Of'
I'-(/'
1'-3'
1'-9'
2' -(/'
2'-J'
2'-S'
2'-0'
2'-0'
o
6'-01-
6'-"
6'-"
6'-f
6'-'
6'-'
6'-'
8'-,
8'-;!'
8'-ft'
8'-4-
8'-J-
8'-J-
8'-J"
C
4'-o'r
J'-/O'
J' -10'
J' -;!'
2'-f1'
2'- ,
1'-7~
2'-/0 r
2'-lr
2' - I!'
2'-11"
J' - 3"
I' -9"
I' - 9"
f!'
2
2j
~
3"
31.-
31'
4'
44'
5"
5"
(l'
61-
T"
~//~
E
I
,I
I
Construction Joint
Permitted (Typ)
~A\
[6
,q
.",e
. ,"-,(Co.' ~,-"
,~. e~
~() 0.....'<';')
<P ",e?? 0 f>
\:P ~e6
(Co.O
'--A
-B
'-.J ,q
r---- C
6"R (Typ
R
SECTION A-A
NORMAL TYPE I CURB
SECTION - SEE INDEX 101
2'-8"
1'-4"
N
.......
I
f'..
',.1'
~
I
U
N
t
',G:{', ,J' .,
\ 5 #6
)~
-C
Limits of concrete swale
Limits of pay quantity
PLAN
C?-'
. . . '.-r
, ,
'. . .
.. ,
, -
- '
. . -. .' ..-. : .. .' .... . ~
::.1
'. '
SECTION C-C
SECTION B-B
N
.......
I
f'..
NOTE:
~
Sub ject to City Engineer's approval.
To be used only in unique situations.
!
Continuous
CONCRETE SWALE DETAIL
NTS
P
WEIGHT
( LBS.)
h
TOE WALL
CLASS I CONC
(IIlsc.) CY
,~
.01
.11
.12
.11
./9
.24
.29
.J6
.J9
,42
.44
.41
.50
R I
R2
FLAT
II!'
1ft'
IS-
IS"
18"
IS"
2/"
2/'
24'
24'
24"
24"
24"
24"
OPTIONAL SHAPE
I. Flared end sections sholl conform to the requIrements of ASH' C-76 with the exception thot dImensIons and reInforcement
sholl be os prescribed In the table above. Circumferential reInforcement may oonslst of either one cage or two cages of steel.
CompressIve strength of concrete sholl be 4000 psT. Shop dr<JWings for flared end sections having dImensions other thon
above IWSt be submItted for appraval to the State Oralnoge EngIneer.
'I. R
I,
P
"I
T Toe Wall
E
STRAIGHT FLARE
SECTION BB
"."
24E
2"J'
31"
DE
J6"
51'
4I'~
53
58
S5
72
7I!'
77.-
/0
12
15
16
16 J"
III
III
24
B
1!8
D
s
JlS
311
3'"
3'-
4"
4'
44'
44'
9'
II-
I;!'
13"
14'
HI'
IS"
20'
22'
22'
24"
24'
24"
24'
5JO
740
990
1280
1520
19JO
2190
4100
5J80
6550
8040
ffl50
10630
12520
J. Toe walls sholl be oonstructed when shown on the plans or at 100000lons designated by the Engineer. Toe walls ore to be
cost-In-place with Closs I Concrete and paid for under the oontroct unit prIce for Class I Concrete (MIscellaneous) cr.
Reinforcing steel to be included In oost of toe wall.
5"
50
5
5:
,
6
7
7
4. On skewed pIpe culverts the flared end sections sholl be placed in /1ne with the pIpe culvert. Side slopes sholl
be warped as required to fit the flared end sect/ons.
GENERAL NOTES
5. Flared End Section to be paid for under the contract unit price for Flored End Section (Concretel, Eoch. SoddIng
sholl be in oocordonce with Index No. 281, and paid for under the oontroct unit price for Sodding. sr.
DESIGN NOTES
I. Flared end sections ore intended for use outsIde the clear zone on medIan draIn and cross drain installatIon, except thot flared
end sections for pipe sIzes lIt' and 15- ore permitted within the clear zone. When the slope Intersection permits. these flared
end sections lflOy be locoted with the culvert opening os close os 8' beyond the outside edge of the shoulder.
Flared end sections ore not intended for side drain Installations.
2. Reinforced concrete jockets sholl be used at 011 100000ions where high velocities and/or highly erosive soils may couse
dIsjointing. These locotions ore to be shown on the plans.
J. Toe walls sholl be used whenever the antiCIpated velOCIty of dlschorge and s01l type ore such thot erosive octlon would occur.
Toe walls ore not required where ditch pavement Is provided, except when dIsjOInting would occur if the ditch pavement should
foil.
!)F~ t~ p./\j,~1'.'~) r':, ~1<'
SAMTER HOMES
580 Trinity Lane N
St. Petersburg, Florida 33716-1200
Phone: (727) 573-1338
FLARED END
SECTIONS
NTS
FDOT INDEX 270
>, : it' ; , _ :
c.,( :
? ~,~ ;, '-" ,
TREETOPS II
't-'
tr}it)
S' . ~e~.
tr}it) IClet)t'
. Arte ~QI ~t
rlQ1 .
St.
<<)>
~
-\-
<:,-9
C'a
~c:'
~Ch <0
~C'o..-:> ~.s....... /'~ ~
,s- 6-v. ...<' ~ ......
O,s- C'...... ~C)..?h C'~
"%.. <::- ~ .....d>.s- <S>
C'~..s>,s, <#~-?::>.
<:>-:J,- o"-(s> 0 ~
>:? (S> <#
O?......
~
~~
'"9'<'-t-
-?
......./
If "x" is less than 48" then
the slope of the flared side
shall not exceed 12: 1,
ISOMETRIC VIEW
CURB
I' lRANSITlON .,"
~~I
DROP
CURB
CURB
'I" lRAN51TlON .',,/""BACK OF SIDEWALK
I~~
'''''-.FLOW LINE
ELEVA TION A-A
NOTES:
1. Ramps are designed to the
Uniform Federal Accessibility Standards
to comply with the Americans with Disabilities Act.
2. Ramps Sholl Hove a Tactile Surface, Tt~xtured to 0
Depth Not Exceeding 1/8" by use of Tamp or roller
In Conformance with Requirements of FOOT
Roadway and Traffic Design Standards, Detail 304
Or Most Recent Modifications.
'!o ~~(t,{
;0..... .~cJ'. (3-.) NOTE: Wings only If
~e t:><:O~ 1 +,'!o\.' 3' Transition Side SlOMS Require.
~e , '\( ~t:><:O ~ ........ _
1('0 ,:~ D.> -i.'~ .............
~~\~:~'<' ----::::: ~I
A ~~ V A / Bock of Curb
t 1& ~ j Non-slip surface reql'ire-
~ @ -----...r. men ts, see Note a.
1/ ]
;;:
CONC.
SIDEWALK
Match Existing if
Existing Sidewalk
~
Grass Planting or Other
Non-WOIk;n97
6" 6" Vertical Curb
in Transition
Gross Planting or Other
Non-Walking Surfac~
6"
4'/5'
R AMP CURB
.
~
\~
"-
"'--
Cur~ I'" Flow
Line
<#~
~)
./
Exist. Type I Curb
I....Remove Bock of
if Existing
RETURNED CURB RAMPS
VALLEY GUTTER CURB
,
CONC. RAMP
,-
\JJJ1l
I.'. '.' ~ '
.' . ,
'.. ., '.'
., :... ~ !'
..... ..
'/
" "J
'4"
./ Textured Surface
/
~
1
12: 1 MAX.
SECTION B-B
TYPICAL SIDEWALK
CURB CUT RAMPS
PHYSICALLY HANDICAPPED
Remove Curb if Existing
~
t4"
1/2"
B
t
<.>
c
o
()
V
.D
&
~
\
Prooerty / R.O.W. Line
~ Cone.
I
Sidewolk
PLAN VIEW
Remove Bock of Curb on State or Vertical Curbs with a vertical Sow cut
or Remove entire Curb and Replace os Port of Sidewalk Romp.
~, .
t' ,. '.
Modified and Volley Gutter Curbs
join exist back of curb
/ 12" ............... Textured Surface
1"~ Max Slope ~
~~~, . - .........'.....~.....I...~.:,.: ..
,:,t;,,1/2: Expansion Joint \ :~:Oj~in\O o~nsawcut
SECTION A-A
NOTES:
1. Provide tooled joints at distances matching the width. Also
place expansion joints at driveways.
2. If some physical obstruction exists which prevents the placing
of sidewalks os shown, contact the Engineering Division for
alternate location.
3. Wooden and other spacers will not be permitted ir sidewalks or
driveways.
4. No coatings of any kind will be permitted on concrete
sidewalks or driveways without specific approval 01 the City
Engineer.
5. All concrete sholl be 3000 psi min. @ 28 days. with fiber
mesh reinforcing.
6. Concrete surface to be light broom finish.
7. Concrete driveway construction sholl be 6" thick w 6x6/10x10
welded wire mesh reinforcement.
Exist Conc Drive
12" 12"
Max Slope ----.J'" ," L----" Max Slope
E,p, Jo;~>;~;t<//>':'2:C:'~1/2" E,p, Jo;nt
TYPICAL DRIVEWAY CROSS SECTION
~
'4"
E-e
o :J
~()
.~ ~ '0
~ ~ 0.
- - 0
t')NI-
l
It
4' Min Residential Street
5' Min Arterial Street
l' City R/W
2' County R/W
1/4" per Foot
-
r,~
.".. ~.
v,." ,',,'~
. .-. . .
.' .... -'p.- -'.
'.-..~,-.:. '::~": ''--'''':,'_=---,-- :',:, '--'"';''-:''"T
Back of Curb
3000 psi conc 4" thick. Constr. 6"
thick at driveways with 6x6 #10
welded wire mesh. See note 7.
SECTION B-B
8. Ramps sholl hove a tactile surface, textured to a depth not
exceeding l/S" by use of tamp or roller- in conformance with
requirements of FOOT Roadway and Traffic Design Standards,
Detail 304 or most recent modifications.
CONCRETE SWALE DETAIL
NTS
,i
~,(Co.
~
\),0'
-;1 ~'
~
\'),
~,(Co.
-1
t
I- 2-1/2"
min
,~~
r~ !yv\~
/1 \'(1 /) ~~
"//////~W/ //// // / / ////
.1
Any Wire Mesh Arrangement Which Provides
r C 0.126 Square Inches Of Steel Area Per LInear
~:Foot Both Ways liar Be Used; Provided The
19~ ~ Wires Are S{XJCed A IIinilWm Of ;!' And/Or
~ ~ A MaxllWm Of (l' On Centers.
;; ~ :\\
Zw)
2. Connections between the flared end section and the pIpe culvert may be any of the follOWIng types unless otherwise
shown on the plans.
a. Joints meeting the requirements of Section 941-1.5 of the Standard SpecifIcations to-RIng Gasket).
Flared end section JOInt dimlnslons and tolerances sholl be identlcol or compaflable to those used in
the pipe culvert Joint. When pipe culvert and flared end section IflOflUfocturers ore different, the
compa/labllity of joint desIgns sholl be cert1f1ed to by the IflOnufocturer of the flared end sections.
b. Joints sealed with preformed plastic gaskets.
The gaskets sholl meet the requirements of Section 942-2 of the Standard SpecifIcatIons and the mlnllWlTl
sizes for gaskets sholl be os that specified for equIvalent sizes of ellTptlccl pipe.
c. ReInforced ooncrete jockets, os detailed on this dr<JWing.
Cost of the reInforced ooncrete jocket to be included in the contract unit price for the flared end section.
When non-coated corrugcted metal pIpe is coiled for in the plans, the pIpe sholl be bltumTnous CO<Jfed in the
jocketed area os specifIed on Index No. 280. BItumInous CO<Jflng to be Included In the oontroct unit price
for the pIpe culvert.
N
.......
~
I
N
.......
I
lO
.
-L
"
I--- 7-3/4" ~
#3 Bar
Typical
L
t
TYPE A
NOTE:
Concrete to be 3,000 psi, with fiber mesh reinforcing.
CONCRETE WHEEL STOP
NTS
THESE PlAN:, MAY NOT BE COPIED OR
MODIFIED WITHOUT WRlffiN PERMISSION
FROM GULF COAST CONSUL TlNG, INC.
PAVING, GRADING & DRAINAGE DETAILS
SEMI P. CASHEN 42505
NOT VAUD U~LESS SIGNED '" EMBOSSED
BY A IlEGISlERED ENGINEER
GULF COAST CONSUL TlNG, INC.
CERTIFlCAlE Of AUTHORIZATION No. 9774
NO
DATE
/-:/.
/
SASn P .e'"asheA--)
/ ./ / /
F~B 'Vf 2006 / /,
/./ J.///
c'A .~ !,.o.- \\lOi ",~.nlln
/' ,.,fl_flO.....,_.~ .'7
~~ /'
Y
,A"IGI~~A,
). l,~':-: \:,
. nol, ,} ) 'ill
'..1., __ _ [ It
',;., ,~' ",~irVltl\J!
u; ,-,,-; :1,Y'NAfER
.~
\
\
k;;N()
./'
04-087
r.B & PG
DATE
Arrn
BY
08-05-05
11
SHT
14
or
:{
"-
11\
11\
a;
11\
M
11\
o
o
S
S
~.
~
~
o
Vl
'"
;;
C;
~
~
~
o
Vl
'"
;;
...
'"
o
,j.
o
~
u.
~
c
'i
g
...
'"
9
e
III
E
o
.c
~
f-
'li!
o
""
."
~~
",,,-
=l:
~S
8-u
l~
~:
~~
~'ID
;Co
~Q.
>-l:
DESTGNED
1N
DRA\\'N
MKC
CHECKUJ
SPC
QC
~=r:-
~~
Varies
I\.
~
J!.7 1!.'7
<L
I
I
/' :;.-
J!.
"
~~0: ~ ~
~~<<~~~ ~~y
'~>>>Y.A~ ~"
/~'\.~ X
>/:~">>"
~
NOTE:
All lateral materials, including approved Cleanout
hardware, are to extend to the R/W or to the easement
line as noted.
Lot
rlw line J
NOTE: SANITARY LATERALS TO BE
WITHIN 10' OF CENTER OF LOT ON
DOWNHILL SIDE OF CENTER OF LOT.
Rim M.H. ----.................
d
SECTION
Main
R/W
Finish grade to allow 0.4'
min., 1.0' max. fall from
property line to back of
curb.
\ sidewalk - -:v '..J-
r )\:. "-'\. ." . /, KAV /<<,,, " " " '\.' /('
~ ~ij/~l" I I "-
I ~ . "" ," ~ "" cleanout
".//<1/1'//. m
'\..' I
18" min.
---
24" max.
~
30"-36" or as /
Directed by the City
Engineer
1----
'7/
I!.
CITY OWNED
AND
MAINTAINED
HOMEOWNER OWNED
AND MAINTAINED
6" Service Lateral
ANY VARIANCE MUST HAVE WRITTEN
APPROVAL OF THE CITY ENGINEER.
STREET LATERAL
DETAIL
n.t.s.
2'----: --
10 wm
:
Lot
I
------____-L_______________
,
I
1
I
~l
wm ~I
l'll
<tof Street
Sanitary
San.
Lot
f' rlw line
---------------
-------------------------------
..
""
--1'- 10'
I
PLAN VIEW
Main
Water Main
PROFILE
SANIT AR Y LATERAL
LOCA TIONS
Gulf Coast Consulting, Inc.
Land Development Consulting
Engineering. Planning. Transportation .Permitting
13825 ICOT Blvd.. Suite 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
n.t.s.
_ s:::
0'-
-~
o
M.H.
Curb '"
" Sidewalk
~
I
2' joint in pipe entry
I:~ Side Lot Line
(Typ.)
Lot
. ~
3
::'j~~ ;> \:_<' t :",; ! (-.~!,~
SAMTER HOMES
580 Trinity Lane N
St. Petersburg, Florida 33716-1200
Phone: (727) 573-1338
CLEAN OUT PLUG
CHARLOTTE Pipe And Foundry Company
Part No. 106 Or Equal
\
.,"~:..
~~I~I }i,i'J
I
Concrete Pad 8"
Thick x I '-6" Sq.
6" or 8"- 1/8 Bend
--
~
./ '-.:
j
,
I.....
....
Sewer Main ~
TERMINAL CLEANOUT DETAIL
('~
------
-
-.
l
n.t.s.
NOTE: Cleanout Plug Cover To Be
U.S. Foundry 7623 Or Equal.
/- 9 5/8" .,
WU//~
10 5/8"
r-- 97/8"
~
//1
/
/
1/ /
~
---
rrJ
rrJ
t
-
-;
t
~
8"
13 1/2"
CLEANOUT PLUG DETAIL
n.t.s.
NOTE: Cleanout plug to be
U.S. Foundry 7621 orequaI.
; 1 i \ ; i :'-J' :'~. f \ ~ i 11 :<'
See NOTE For Traffic Bearing Cover.
''''V-""
FEMALE ADAPTER
CHARLOTTE Pipe And Foundry Company
Part No. 10 I Or Equal
"'" r Plug
~
TREETOPS II
WATER & SEWER DETAILS
r
E
~
24"
253/4"
29 1/2"
RING - SECTION
'N eight 85 Ibs.
2 Non-Penetrating
Pick Holes
Cl 0 0
o 0 Cl 0 0
DOOoooO
oSANITARYO
ODD 0 000
o SEVER 0
CloDooDo
Cl 0 Cl 0 0
CJ 0 CJ
~)
1
---j -L
i ~
_I T
SOLID COVER
25 1/2"
I
~
NOTES
1. U.S. Foundry No. 117 Ring And BL Cover, Or Equal.
SOLID COVER SECTION
Weight 120 Ibs.
__ f-.../
- -
- -
/ '\
A
t
/
~
c
G:
----
\..
/
/
~ Sanitary Lateral
(Typ. )
I
<
r"
I
---
~
~ -
~ -
L/'--..; l.----
PL.AN
A
Shallow 0'- 4' 2'-6"
Standard 4.1 '- 6' 3'-6"
Deep 6.]'- 10' 3'-6"
Deep 10.1'- 14' 3'-6"
NOTES
\, AU concrete to be 3000 p,s.i_
2, P,V,c. pipe entry requires manhole adaptel coupling
by Flo Control Inc., or approved water stop coupling_
3, Manholes shall have a water proof Bitwninous Coating
on the exterior & interior. Koppers bituma:;tic black
solution 300M, or Proco EP.214,
THESE PLANS MA Y NOT BE COPIED OR
MODIFIED W1lHOUT VtRITTEN PERlAlSSlON
FROM GULF COAST CONSUL TlNG. INC.
SEAN P. CASHION 42505
NOT VAUD UNLESS SlQ~ED '" EMBOSSED
BY A REGISTERED ENGINEER
GULF COAST CONWl nNG. INC.
CERnFlCATE: OF AUTHO~'IZAnON No. 9n4
SANIT AR Y SEWER
MANHOLE COVER
n.t.s.
See Index No. 301
Varies
~
~I
Clay Brick
Masonary
I~
'I
At Terminal
Manhole
~
1/2" Cement
Plaster
J
>
/
A
J
~ ~ BottomOf " /
;S :/:: Corbel v/ /
~ fr -'- . / J
o r> Brick f'>
8" -V /- ________~ I ;
12~ ~ "D""9 :/y ~ ~ ~f5=f
>> .~-~~ 12' ,~,
~ // ~g. 01~ :.,;
"E" ;;.. <l) t--- '
2. - ~~ ~:~ ~,
I ..u ~~?2 \ ~,,:{
6"-1 L/', ,J NO ,4~
I / /' ,'~ - /I,'~:'4,,4
'~'.' ,....:'/-11-
,~' u...
,",' ,( ~
2' Joint In
Pipe Entry
Typical
Square Bottom
Permitted
,....'" P:~,'.... ,.','4",' ,p',",'
.. ;:'. :~.' '-~-~:p~.' ~;- :.'-". ".-'~:
'"-"G"
SECTION A-A
Crown of drop pipe
shall match crown
of outfall pipe for
outfall pipes of 10"
or larger.
L
B
C
D
E
24" Max
30" Max
36" Max
36" Max
F
G
#3 at 12" E.W.
#5 at 10" E.W.
#5 at ]0" E.W.
#5 at 10" E.W.
4' Max 3'-6"
6' Max 4'
7' 10' 4'
7' 14' 5'
8"
8"
12"
12"
SANIT AR Y SEWER MANHOLE DETAIL
n.t.s.
--
NO
/
SeA'n D f'. . .
/ ~.
/ FEfV1f 1 - ~",... /
/ /' ,/;7
/ ~"'.E. J'lcX"425tJ5
r~ F
./
,\PPU
8Y
N
...........
......
~......
1
-,'PIGIN!',I
,-, ,-i\/F
iEt '!, : 2Ci(J:-~
; :',,!I\,I .1;:i)AI~ i '.;~l:N:
-~:.;-)' Of \~~ F!I.RV/AHR
I NO
/'
,/ ~/ 04-087
f8& PC;
DXIT
DATE
08-05-05
or
SHT
12
14
NOTES:
I. WATER MAINS TO BE ON NORTH or EAST SlOE OF R.O.W., APPROX. 4 Fr. BACK OF CURB
UNLESS OTHERWISE AUTHORlZED BY CITY ENGINEER.
2. SERVICE CONNECTIONS TO BE 2 Fr. FROM SlOE LOT LINE ON EITHER SlOE OF LOT (SEE
SHEET NO.3). THESE SERVICES TO BE CONSISTENT WITHIN THE SUBDIVISION. DRIVEWAYS
SHALl NOT BE BUILT OVER METERS.
3. ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR @ 150 P.S.l.)
UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE
TESTING and CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES.
4. TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES.
5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECfIONS TO 4" PVC MAINS. SADDLE IS
REQUI RED FOR 2" SERVICE CONNECTIONS TO 6" and LARGER PVC MAINS. LARGEST SERVICE
CONNECTION TO A 4" MAIN IS 1 1/2" and LARGEST TO ANY MAIN IS 2".
6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36".
Threaded Corporat ion Stop
MUELLER Hl5008
or approved equal
(Tap at 450 Angle)
.r Curb Stop
/ MUELLER Hl4350 with Lock Wing and
~ ~ Compression inlet or approved equal
\
~
Water Service Tubing
Driscopipe 5100 or EndotlYardley
Blue Jet, SDR 9, 3408 Polyethylene
Saddle if Required
See Note 5
- ----....._.d>. .
/J~
f ':X:/ ~
~ / ,
~~
-
Saddle shall have double
stainless steel straps
with epoxy coated
ductile iron body.
Water Main
SERVICE CONNECTION DETAIL
n.t.s.
Q)
~
~
I::;
il
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~
, ~
~
.L
/, -'/~<(~'YX "..
I
,
I
i
,
I
i
4d~
l~_
( i JUl Ii.
i
:""
I
-
Max. 15' - Min. 4'
Back of Curb
or
V Edg' ofP",m~1
, W //y(/! I
18" Min.
24" Max.
Distance Varies
I r Valve Box
i/
v>V~~ ! ~
I
i
~
I
,
!
5
:E
'-?
'"
I Mech. Joint Valve
ONLY APPROVED
.
- , --
JOt ]!r11l(
.....-
'- Restraining Joint (Typ.)
Kennedy Guardian No. K-8IA
Muller Centurian No. A-423
U.S. Pipe Metropolitan
NOTES:
I. Steamer Connection to Face Street.
2. All Fire Hydrants to have 5 1/4" Valve Seat.
3. Fire Hydrants Shall be Placed at Street Comers
or in the R.O. W. Adjacent to Side Lot Lines
Whenever Possible.
4. See Sheet 3 for Typical COlLlections & Fittings.
TYPICAL FIRE HYDRANT SETTING DETAIL
n.t.s.
I!!I
= 10 --- Fire Hydrant Assembly
l F . (Typ.)
o$~
NOTES:
I. All Fire Hydrants to have 5 1/4" Valve Seat.
2. See Index # 407 for Jack & Bore Details.
ONL Y APPROVED
Kennedy Guardian No. K-8IA
Muller Centurian No. A-423
U.S. Pipe Metropolitan
18" Min.
24" Max.
I-
Distance Varies
.1
l F a
/ Valve Box
/ Valve Box
~
'/)V'/~~
~:~
0~?/"
~"
~~
~y-,,"'(,,~
::;:'
..
~
~
~
8
s
s
l:1
:E
'Ii'
N
Tapping Sleeve & Valve
r By City, Fee by
I O"-'ner or Contractor
~
'- Exist. Water Main
&~ Mtth Jo;nl v.:' .
J '- . "tra; n;ng Jo;nt(Typ,)
~
::'
~
~
Q
VI
<<l
;;=
ci>
~
vi
..
~
Q
VI
<<l
=:
~
...
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VI
U.
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9-
r::-
oo
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e
III
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o
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'"
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8-u
I~
f---
--
~~
~~
~a..
>-:I:
eIl~
Connecting Piece w/integrally
cast Mech. Joint Gland on
one End-D.l. Rotatable Mech.
Joint Gland on Other End.
TYPICAL HYDRANT SETTING
TAPPING SLEEVE & VALVE BY CITY
n.t.s.
NOTES:
I, 2" PVC CONDUIT TO EXTEND 2' BEHIND BACK OF CURB, BOTH SIDES OF ROADWAY (NOT
REQUIRED ON SERVICE REPLACEMENT).
2. PVC CONDUIT TO BE MIN. 18" BELOW THE SURFACE MEASURED FROM TOP OF FACE OF CURB.
3. WATER MAINS TO BE MIN. 30" BELOW GRADE and APPROX. 4' BACK OF CURB
4. CURB STOP TO BE LOCATED APPROX. 1 FOOT BACK OF RIGHT-OF-WAY.
5. SERVICE LINE TO BE MIN. 12" and MAX. 18" BELOW GRADE.
<l>
~
~
-c.
- 12' (Typ.)
-j I' f-
~:.,.;."'-:
I~
~
~ Coch Slop
(Typ.)
~
Connecting Piece wi integrally
cast Mech. Joint Gland on
one End-D.1. Rotatable Mech.
Joint Gland on Other End.
@-
~~
lJ I Length Varies
... (See Note I)
@ J ..
;.-.
'"
~
"0
'"
o
0:::
c,;J
I
:t~:~..~ I
t
I
18"Min.
~
'''.~~...~-,v 1
---
30" Min.
I
t
12"-18"
~
,~~~,,'~',:'
3/4" Polyethylene
Water Service Tubing
in 2" PVC Conduit
(Typ. 5/8" meter)
Threaded ~
Corporation Stop
(Typ.)
Water Main
WATER MAIN SERVICE LINES
TYPICAL SECTION
n.t.s.
~
'"
~
Q)
"0
U;
Q)
~
~
I::;
- I't-
-J I' f-
FIrc Hydrant Assembly
(Typ.)
Stop Less Check
MUELLER H14350 with Lock Wing and
Compression inlet or approved equal
Valve and Hydrant Tee
w/D.1. Rotatable Mech. Joint
G land on Plain End Branch.
~(
~
Mech. Joint
Valve
-
.
I
-
~
NOTES:
I. On Hydrants Requiring Runout
Last Two Joints Must Be Restrained
Per Detail 403 (2 of2).
PLAN VIEW
TYPICAL HYDRANT SETTING
n.t.s.
THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS:
I. BEND. INLET AND OUTLET
2, TEE. OUTLET BRANCH
3, OFFSETS. INLET AND OUTLET
4, CAPS
S, PLUGS
6 DEAD ENDS
7, HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS
/- L -J ~ MegalugRestrainer(Typ.)
&orJo .till
lo.
III JIll
~
~ (~
-. .
Ebba 1500 Series (Typ.)
ON ALL TEES. A MINIMUM OF S' SHALL BE
RESTRAINED ON EACH RUN LEG
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF f1TI'ING (ft,)
fiGURES BASED ON 30" DEPTH BURY, ISO PSI TEST PRESSURE.
R" PYC MAXLI\1UM SIZE USED IN SYSTEM
NOM.
PIPE
SIZE
4
6
8
VAL VE
TEES
BRANCH
28
47
66
NOTE: THRUST RESTRAINT AT FITTINGS AND Y AL YES SHALL BE
BY USE OF EBBA IRON MEGALUG RESTRAINERS, THRUST RESTRAINT
BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES ISOO
RESTRAINERS,
ELBOWS (deg.)
DEAD
END
11.25
2
3
4
22.50 45
4 9
6 12
8 16
90
21
29
38
46
65
85
P.V.C. PIPE RESTRAINT
n.t.s.
'TN
j)l.~~ F \~<t i) 1 (H<
D'E~JGNID
Gulf Coast Consulting, Inc.
Land Development Consulting
Engineering . Planning . Transportation .Pennitting
DRAWN
MKC
Cffi'CJCID
13825 ICOT Blvd., Suite 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
SPC
QC
SAMTER HOMES
580 Trinity Lane N
81. Petersburg, Florida 33716-1200
Phone: (727) 573-1338
Threaded Corporation Stop
MUELLER H 15008
or approved equal
(TAP AT 450 ANGLE)
Ii.
Saddle required on
4" P.Y.C. only
Water Main
'V/. ~">>.
"'^~
/-
J
Water
Valve Box
~
4" Gate Valve
~~
)7/ ~
11111 I I ..JJlIB
rf
Water Main
~f. ]
[
::::---t
t--... ..1
,
J-- --
~
--
I.!(
-
-
I
-
Water Main
~
t
Curb J i
~
Water Main
Lot
I
2'ii
!Qwm
I
I
-----------------~------------S~.-
\.
r/w line V
Water Service ---............
(Typ.) .............
Lot
NOTE: SANITARY LATERALS TO BE
WITHIN 10' OF CENTER OF WTON
DOWNHILL SlOE OF CENTER OF LOT.
Saddle shall have double
stainle~s steel straps
with epoxy coated
ductile iron body.
~,..
m=dZ~
\ W.te, Se",;ce Thb;ng
Driscopipe 5100 or EndotlYardley
Blue Jet, SDR 9, 3408 Polyethylene
CHLORINATION TAP DETAIL
Meter Box
v-
n.t.s.
-
tI~
~ III .
.....
j<'
III
i5C
~
v-- 4" D.l.
",f
J~
-
~
n.t.s.
BLOWOFF DETAIL
-.1 i! I j
! .... \ 1<" 'I ~
TREETOPS II
WATER & SEWER DETAILS
-
Restrained 2"
Tapped Plug
THESE PLANS MAY NOT BE COPIED OR
MOOIFlEO \\1THOUl WRITTEN PERt.lISSlON
FROM GULF COA5T CONSULTING. INC.
SEAN P. CASHEN 42505
NOT VAUD UNLES~; SIGNED clc EMBOSSED
BY A REGIS TEREO ENGINEER
GULF COAST CONSULTING, INC,
CERTlRCATE OF AL lHORlZAll0N No. 9n4
NO
.!
(
i.
~
~
~
D.-\TF.
wm ]
2,-L-
I
Lot
I
I
I
I
I
I
"
. -7---~----------~--------
( M.H.
: ~ Sanitary Lateral
I
I (Typ.)
I
I
I ('\ Sidewalk
I -10'
-L
I
I
I Lot
/""- Side Lot Line
(Typ.)
SERVICE LOCATIONS DETAIL
n.t.s.
...
~
Adjustable
Valve Box
~~
--------
When Valve Occurs in Roadway,
set Base on 10-Common Brick.
Ir\
~ ~W ~
~
~ ;;i;;
:::-...J
l
(09~
~
~
~ 900 Bend
MJXSLlP
END CONNECTION
~)\~
/~ I I I II^-Y
~<( -~ --
:JOt lor
- ~ ~
/ ~ R"tr';mng Jo;n~'I~ M.rn
.
Mech. Joint Valvc
TYPICAL VALVE SETTING
CROSS SECTION
n.t.s.
.~
~ ~ --- ~~
~ ."'F
2" Ball Valve ~
H= mhh ---- .,. ~
3/4" Galvanized -./
2" Galvanized
~
2" Corporation
~!
Tapping Saddle
..
'@}
~
TOP CONNECTION
TEMPORARY BLOWOFF
AND SAMPLE TAP
n.t.s.
,,,...--. '.
/ .'
.'/
~ L,'D~
/ ,,/'-' /.' L
/ /lfF'R " V?nM"",'
// / L/
RE\1SI0NS~ FL P~. 42505
#'
7~/
04-087
,,/' FB &PG
DAn:
APPD 08-05-05
BY
Lot
('\ r/w line
_ ci
0--
~::E
Curb "
.J
C/)
"
'Oi
:E
d ....
~ :
Q)
"=: ;>
, 8
N ......
o
oS
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'LAI\i~ r~(:.>
Clr/: F c:
/
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13
<,HT
OF
14
'E:
...
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N
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N
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8
S'.
S'.
:;;-
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11
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>-:1:
GENERAL NOTES
RJRNSH AN:> INSTALL EBARA SUBUERSIBI..E PUMPS:
DESIGN COI'OTJON:
TOP FLANGE 54' DIAMETER
32 DGF
22
460
2
32,1
3
110mm
IMPEL..LER
HP
FT/TDH
PHASE
MCXM"HQ POST AJC)
SERVICE Dl8C:X:HECT WITH
L.ICJi1'Nl ~ I t:I1
PER LOCAL CCDE
(BY a.EClRICAL CONTRACTOR)
26" X 3Ir X 18"
COWOSJE VALVE BOX
17 X30 LD
H-1> TRAFFIC RAlED
MODEL
GPU
VOLTAGE
DISCHARGE
SEWAa:. PUMP:
t Afl FLlED MOTOR DESIGNED FOR SEWACE APPLICATION WITH CLASS F tQJLATION.
2. RATED FOR TWENTY (20) STARTS PEA HOUR.
3. HAVE DUAL MECHANCAL SHAFT SEALS (SILICON CARBIDE ON SLlCON CARBIDE)
LOCAlED COMPLETB.. Y OUT OF 1l-E PUMPAGE, IN A SEPARATE OL R..LED
CHAMBER. Tt-E ~HANCAL SEALS ARE PROTECTED BY TWO (2) UP SEALS, ON::
ON Tt-E LOWER WI: II t:U EN:> AND THE SECON:> ON TI-E MOTOR END - TOTAL
OF FOUR (4) SEAL SURFACES.
4. HIGH ~TURE BALL BEAFNlS RATED FOR A UFE EXPECTANCY OF 50,000
HOURS (UPPER BALL BEARtIG - SNU: ROW TYPE AND THE LOWER BALL
I3EARI<<l - DOUBLE ROW TYPE),
5. 1tE PUMP SHALL BE DESIGN:D SO THAT ll-E PUMP SHAFT HORSEPOWER (BHP)
SHALL NOT EXCEED MOTOR RATED HORSE-POWER nflOUQHOUT TI-E ENTlRE
OPERATING RANGE OF 'THE PWP PERFORMANCE CURVE.
6. THEE PHASE MOTORS SHALL BE DUAL WOUND AND CAPABLE OF
OPEAAlHl ON 208/230 VOLT WITH A 10X TOLERANCE VOLTAGE (190 TO 260)
UCUff CONTROL PJ.H:L
ON ~ 8[)E 01=
ACCESS COvel
~ OPERATOR 8AfETY
FEERGLASS WETWElL:
SHALL BE A ONE PECE UtfT WITH INTEGRAL BOTTOM, WALL AND UPPER FLANGE.
THE ENTIFE FEERGLASS WETWELL SHALL HAVE A DYNA~ LOAD RAlKl OF
16,000 FT/LBS. EACH lNT MUST BE SERIAL NlM3EAED TO DENTFY TI-E lEST
PROCEDURE USED BY THE MAN\FACTUAER ASl\,1 D 3753 SPECIRCA110NS SHALL
BE AEOUIRED AS ~IAUM
ALUMNJM HATCH:
SHALL BE TSC MODEl. -54A (54.) ROlIN) WITH 24. X 36" ACCESS OPENNQ,
RBNFORCED FOR LOAD RA11NG OF 150 LBS/FT WITH HOLD OPEN SAFETY ARM AN:>
LOCKING DEVICE FOR HASP TYPE PADLOCK.
VALVE BOX:
(FOR 1-1/4. TO 2. DISCHARGE HEADER SYSTEM)
SHALL BE 26. X 36. X 18. WITH 17" X 30. LD. THE BOX AND LD SHALL BE
FIBERGLASS COUPOSITE (H-1O TRAFRC RATED).
--
2.
(8)-S/S BOLlS FOR ALUMN.N COVER
TOP
a 46.00
"",- CONTROL PAN3.. WfTH GENERATOR RECEPTICLE
(BY P\AF SUPPLER)
~ HGH WATER ALAFt.4 l..IGiT MD HORN (WITH BA'TTBr( BACKUP)
54" ALUMNJM ROlN)-24" X 36" LOCKABLE
- PUSH TO SI..ENCE ACCESS orcNIG WITH 8/S TAM'ER PROOF BOLTS.
8/8 HAFDWARE-15O LBS/FT LOADNl, OPENS 90',
HOLD OPEN SAFElY ARM wnH RED VINYL ClIP
S/S (8) HOOK CABLE HOl...CER
1/4" S/S CABLE
S/S CUJE RAL BRACKET
LOCKING DEVICE
S/S QU[)E RAL8
-GAS 11GHT SEAL-oFF
~TlON BOX
(BY PlJLI=>> 8UPPI..ER)
2. BY-PASS
CCNECTlON
SHALL CON=ORM TO
DEP 17-604.4200
-(2) 2. CXHXIT
(1) ROAT I F=~
(1) P\AF LEADS
ACCESSOfES:
ST Altl..ESS SlEElI304 - GUDE RALS
UPPER GUIDE RAL BRACKETS
CABLE HOLDER
ANCHOR BOlTS
VALVES :
SHALL BE BRASS SEWAa: SWING Ct-ECK VALVES WITH CLEAN-OUT PORTS
AN:> BRASS GAlE VALVES.
PlPfO
2 · SCHEDULE 80 PVC.
R.OAT swrrCH:S:
UL LIS1ED SJ aec'ffiO MODEL (SJ 30 SWENO).
PlA4P SUPPLER SHALL PROVDE SUBMERSIBLE PlJM='S, SLDE RAL ASSEMBLES,
CONTROl. PANEL, JUNCTION BOX, R.OAT SWITCHES, ALUMINUM HATCH{S) AND
ACCESSORIES TO NSURE PROPER OPERAllON AND WARRANTY.
THE COMPLETE PACKAGE PUMPt4Q STA 1lON SHALL HAVE PUMP BASES,
RAL ASSEMBLES AND DISCHARGE PPNl ASSEMBLED BY
TECHNICAL SALES Cc:>FPORA TION FEADY TO SHP FOR FELD INSTALLATION.
THE STOCKING DISTRIBUTOR FOR EBARA SUBLllSlOl.E PUMPS:
lECHNCAL SALES CORPORATION, 4621 N. HALE AVE TAWPA, R. 33614 (813)876-9256
DISCHARGE
2. CIA.
BRASS GATE VALVE ND
8WN) CHECK VALVE
WIlli CLEAN OUT PORT
B.. 38.66
N..ET FEI.J:) LOCATE
a 38.50
HC>>i LEVEL ALARM
o
CalfDlSION COUPUNG
l..N(-SEAL ~AL FOR
PUY'DI9CHARGE PPWG
10.47
(2) 2. CIA. SCH 80 P.V.C.
DI9CHARGE PIPES
a 38.00
LAG PUW>> ON
2
P\WS YJST BE MOLMED ONTO
A 8l.DE-RAL S't'81 B.4 TO PfEVENT
ENTRY NTO A WET WEU.. "cotftE)"
SPACE AS ocrND BY OSHA
EBARA 32 001, DCF 2 I-P Synctronoue apeect 3600 FFM
Three Phue 2 Inch DI8charge
De8V'I flow: 22 CftA. 32.1 TDH/FT
a 37.50
LEAD PlW ON
120
110
100
90
80
~ 70
I eo
J 50
40
30
20
10
0
0 10 20 30 <<> 50
Cepac:Ity us CRt
EL
37.03
P\W OFF
1
EBARA ODC S'rtj I t:t.4
"QUCI( Dl8C:X:HECT COUPI...Nr
8L.IDE RAL SYSTEM
ALLOWS P\AF FEMOVAL
WITHOUT ENTRY NTO WET WB.L
B..
35.53
BeITTOM
UOUNT R.OATS OUT OF
tA..t.ENT TO AVOID TANaLNQ
I SECTION I
I- 48' INSIDE DIAMETER-I
CONCFETE BALLAST
CONTftACTOR TO INSTAll. 1.2 cy OF
CONCFETE Bill I ART AROUND STRUCTlH:
FDEP RI=OUIREMENTS
PROVDE CONCRE:TE HOPPER wrTH 1:1 SLOPE
PROVIDE SHAFT HEAL MONITORf\JG UGiT IN CONTROL PANEL
PROVDE 3/4. WA'rER LN: WITH A 3/4. APZ
ALL ELECTRICAL PANELS SHAll. BE ABOVE THE 100 YEAR
R.ooD ELEVA 1l0N OF 11.00
PUMP PERFORMANCE CURVE
DESIGNED
,')i", ,I ~ f-~'{ /''-1'. ;" f;J'l H )\,
jl[;< :_,P ,\!"l, 1 i} ~ ():.~
SAMTER HOMES
580 Trinity Lane N
St. Petersburg, Florida 33716-1200
Phone: (727)573-1338
LIFT STATION DETAILS
DRAWN
Gulf Coast Consulting, Inc.
Land Development Consulting
Engineering - Planning - Transportation .Permitting
TREETOPS II
1N
MKC
CHECKTIJ
13825 ICOT Blvd., Suite 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
SPC
QC
CONTROL pA~ -SHALL CCONFORU TO DEP 17-604A2(A)
CONTROL PANEL SHALL BE 1rSC uooa.-38I) IN A taAA. 4X
rKl'Kl..A88 ENCLOEUE llE PAtS.. SHAll. MEET STAle OF
RCR)A DEPARnSlT OF ENVIRCNAE:NTAL PROTECTION (DEP),
~AL PROTECTION COMMEISION (~) AJC) LOCAL
CODE FEaMBI:NTS 0C>VBtNNQ PfliAlE LFT STA1lONS.
All. ~ ROAT 9MT'CI-ESIKJ CONTROL
SYSTEM SHALl. BE UL LJSTB). nE CCMROl.. 8Y81EM
SHALl. EE t.ITIWICAll. Y SAFE.
A ~ BOX IS FEOUIED, WITH SHOP POllED SEAL.S
BE1WEEN BOX AN} CONTROL PANEL 'TO PFEVENT SEWER GAS
ENTRY NTO CONTROL PAN3...
SITE B.EC1lICAL CONTRACTOR TO PI:tOVDE SERVICE Dl9CX:HECT
WITH ~ AffESTOR MOUNTED PER LOCAL CODES AN) SHALL ~lE ELECTRICAL
~ PLACEUENT WITH POWER ~PANY. (SEE B.EC1lICAL RISER DlAORAM ON SI-EET ES2)
1l-E CONTROL PAtS.. SHALL EE SUfT~a Y INSTAl I R'\ TO PREVENT
8ET1l..Ni OR TPPt<<l.
CONTROL I::>ANEL LAYOUT
AL
THREE PHASE WIRING DIAGRAM
u-FED V-WHTE W-BLACK
@
~ -
.It
.
~ -
(II
ORB CCB WBI MB2 MC8 ECB
OO~~~
NTBLOCK
E11~
~3
ETU1
C9
SAFElY DOOR
ALlM'UA
MER DOOR
fEN"'ORCED
ON All. 8DES
.., ~
AH
PFIES8
TO
SLENCE
ALARM
Al..Af;M AJC) RUN UGHT8
- (4) ROAT l.JCJiTS
B
DR(GFI)
'- LEAD/LAG
SELECTOR
(2) SHOP POUfE[) GAS
1lCJ-tT 8EAl.B 1-1/4"
APPLETON TO PFEVENT
SEWER GAS ENTRY
NTO PANEL
...
., .
....IU#M
...
. .
UIQIIIOIH
...
. ..
LIIM>
..,
. .
tBAA 4X
12X12X5
rK:RGlASS
JUNCTION BOX
W/ALlM'UA SUB
PANEL AN} (3)
~8TFF8
SHOWN OPEN
FOR a...ARTY
ffl~
~ U~ 10M ....
II .1 . MNIiI
..
1'Ullla'1-....
~ I.'
~. ---
8 GRIll .ll:i 8 GRD .-
.........-L ......-.
ROAT CONTROL CABlES P\W POWEft CABL.ES
(2) T COtDITS FE<UEI) BY tEe
(1) R..OAT CONTHOl. CAlLES
(1) PULP POWER CABlES
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.. 2 ca...
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CONEClION PONT .A"
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PANEL WIRING DIAGRAM
SYrtTCH DISCONNECT
CONTROL PANEL
BY PUMP SUPPUER
GENERATOR RECEPTOR
ALL PANELS SHALL CONFORM TO FLORIDA DEP 17-604.400
G) GENERATOR RECEPTACLE FOR EMERGENCY
PO\.lER CONNECTION \.11TH INTERLOCK
<S> SURGE PROTECTION AND LIGHTNING
PROTECTION ON ALL INCOMING LEGS
@ PHASE PROTECTION SHALL BE PROVIDED
PANEL MANUFACTURER SHALL BE A 'UL' LISTED SHOP.
NOTEr
SITE CONTRACTOR TO INSTALL CONDUCTORS FROM
PANEL TO LIFT STATION S. MAKE ALL CONNECTIONS.
LIGHTNING ARRESTOR
AELD MOUNlED BY
S1lE ElECTRICIAN CONTRACTOR
UNISlRUT (OR EQ.)
CDNDUl'fS
- WA lER flOAT CONTROl
- TO PUMPS
~. ~ . ;:, t. . ' ~ ".
TO WATER SUPPLY
CONTRACTOR TO
INSTAlL MElER 8c
RPZ
6' THICK, 4' x 2' CCNC. SlAB
'\.::.. GROUND ROD ~
TO TRANSFORMER (SEE SHEET ES-2 DETAIL 7)
ELECTRICAl_ RISER
LEGEN[)
AH
AL
ASS
ATS
CCB
DR
ORB
ECB
ETM
F
R.
FS
0GR
0fI)
HOA
ALARM HORN LA
ALARM L.ICJiT l~
ALARM 8l.9ICE BUTTON ftIIg
ALTeWATOR TEST SWITCH ~
CONTROL CIRCUT EIEAKER N
DUPLEX FECEPrAa..E Ol.'S
DUPLEX FECEPrAa..E BFEAKEI~ <!)PM
Bl:RCENCY CROUT BREAKeI PTS
ELAPSED 1IAE ...:rat R
RJ8E FtC
R..A8tER FD
ROAT SWITCH (FEQULATOR) R..
OENERATOR RECEPTACLE RTS
QROUN) SC
HAN>OFF-AUTOMATIC SELECrOR SR
(!)SP
TT8
~ ARFESTOR
MOTOR BFEAKER
MAN CACUT BFEAKER
MOTOR STAR'Te1
tB1TRAL
OVEfLOAD l-EATSIJ
PHASE MONTOR
PtAr TERLeIAL 811W>>
FELA Y
~ CAPAaTOR
DISCHARQE FESlSTOR
PlJLI=>> RUN tDCATORB
FE<U..ATOR ~ 811W>>
START CAPAaTOR
START FRAY
8tRE PROTECTOR
Tt-EfI.4AL ~ 8TfF
lHESE PLANS M 0\ Y NOT BE COPIED OR
MODIFIED W1lHOl T WRITTEN PERMISSION
FROM GULF COAST CONSUL TlNG. INC.
SEAN P. CASHEN 42505
NOT VAllO UNLE',S SIGNED 8c EMBOSSED
BY A REGlSlERED ENGINEER
GUlf COAST CONSULTING. INC.
CERTIFlCAlE OF )IUlHORIZATION No. 9774
NO
DATE
RE\'1~10NS
,Jr::IGIN/> I
') [ ,-. ; ':
r C2, ./~ ~- ~ ,; Jij
;~LJ\N:~:I~'_' ,':, ,," j'JI
Cli'i OF CLU'.i('NAm::
EBARA,DUPlEX ~ STATION
I ILl KLASS WE1WELL
TECHNICAL SALES
CCHtORATION
hllp'HLjft~hKwiIlMt1~
4621 N. HALE AVEMJE
T AWPA. R. 33814
PH (813)&76-9258
FAX (813)&74-1194
WATERWOfI(S + WASTEWATER 8PEClALlES 0
SCALE: N. T.8.
"PPU 08-05-05
BY
//
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