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AVENTURA, FL 33180
(305) 973-6200
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KNONLEOGE CONFORMS TO THE REQUIREMENTS SHONN IN THE MANUAL OF UNIFORM MINIMUM
STANDARDS FOR DESIGN. CONSTRUCTION AND MNNTENANCE FOR STREETS MID fllGffINAYS AS
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SECTION J
TaNNSHIP 52 S
RANGE 42 E
C'ONSUL-~I'ECH ENGINEEI{ING, INC.
CONSUL TING ENGINEERS - PLANNERS - LAND SURVEYORS
10570 N. W. 27 8'1'.
SUI'1'E HI0l
~IIAMI. I.'LOltIDA 33172
(306) 599-3141
f~'AX. N\O. (305) 599-3143
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PLANS
INDEX OF DRAWINGS
SHEET NO. DESCRIPTION
I C~OV E R SHEET
2 PAVING AND GRADING PLAN
3 DRAINAGE PLAN
4 WATER AND SEWER PLAN
5 WATER DISTRIBUTION PROFILES
6 SANIT ARY SEWER PROFILES
7 PAVING & GRADING DET AILS
8 DRAINAGE DET AILS
9 & 10 WATER AND SEWER DET AILS
II PUMP STATION DETAILS
DESIGN DATE : 8/07 /97
C.ToEo PROJECT NOo 95-1040A
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TASK REVISIONS:
7
ltJ 1 SITE PLAN REVISIONS 10/30/97
~l: 8
PAVING AND GRADING 2 DESIGN OF N.E. 1915T 11/14/97
9
3 REVISION TO SI TE PLAN 12/15/97
PLAN 10
4
11
5
12
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13
PROJEC-r
CLIENT
CONSUL..TECH . ENGINEER1NG,INC.
CONSUL T ING ENGINEeRS . LAND PLANNERS . ~,~NO SURVEYORS
TURNBERRY ASSOCIATE,S
2875 N.E. 191 STREET
SUITE 400
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(305) 93.7-6200
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8-7-97
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2875 N.E. 191 STREET
SUITE 400
AVENTURA,FL 33180
(305) 937-6200
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PLAN
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CONSUL TING ENGINEERS . LAND PLANNERS. LAND SURVEYORS
10610 N. W. 21 s'r.
SUl'rE 1-1101
~IIA~II. FLORIDA ~;S112
(306) 599"'31~1
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2875 N.E. 191 STREET
SUlTE 400
AVENTURA, FL 33180
(305) ~37-6200
CONSULTING E"'OlNEERS . L.AND PLANNERS. LAND SURVEYORS
10610 N.W.218'T',
'SUl'fn H101
~lIA~ll~ .FLQl\IDA 33112
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CONS'tA,. TIl:'JG I!:NGINEERS . LANO PLANNERS . LAND SlJRVEVORS
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PROP. 305 (-1:.) OF 4' OJ. FORCE MAIN (PRN ATE)
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4
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2 REVISiON TO SnE PUN 10/ JIJ/fJl
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CHECKEO BY
:3 10 . 8-7-97
11. ~ 11 ~01 OA-rE
4
11 PROJ. NO. 951040A,
5 12
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2 DESIGN OF N.E. 191 ST 11/17/97
:3 GENERM- REVISIONS 12/15/97
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12/15/97
CURB INLET TOP
HIS.
o
'4 0 t2" C.C.B.W.
.6 0 12" c.c,a.w.
.5 0 12" C.C,B.W.
~ 0 1211 C.C.B. W.
10" 1()M 2 - W.W.M. W/'4
o 12" C.C. VERT.
REINFORCING SCHEOOLE
ABC
4'-0" all 8U
5'-011 8u ~a.
&'~~' Sit 10u
1'-OU a..~
8' -Oil
7
a
9
10
11
12
13
E
'4 0 1211 C~.B:W.
'5 0 12" C.C.B.W.
.5 0 &11 C.C.B"W.
i5" 0 ~" C.C.B.W.
.~ 0 &U C.C.B.W.
I
-,
f
6'-41'
'1'_4"
lV-l-1t
9'~....
G
6T-4"
6.'-....
7'-4"
8'- 411
{)R)INJGE WEU 5fRUCTURE NOTES,
I. SEE PUN FOR Rill OR GRATE ElEIn~s.
2. SEE PUN fOR PIPE SIZES MO PIPE.
IINERT ELfYnIONS.
J. REINfORCEMENT TO BE No.1BJRS tl 6.0C. Ell.
WITH Jrl:XXTIOlfN. NO.8 8JRS NtWNO OPENINGS.
4. PUCElJE..NT OF FRJJJE MO G/tf.TE OR RING MO Cf.NER
/{;cESS/NG EI€H CH,W8ER SHJlL BE AS DESIGNED ON PW.
CHAfJBERS RECElIING RUNOFF TO HAlE USF.FRJ.JJE 4105
W/ GRATE. '6224.)lL OTHER CH,WBERS TO HNE USF.
RING MO (;(HER .JJO-A
5. sua OPEN/NGS SIZES WITHIN El€lf CIf)JJ8E.R SHJlL BE AS
REal/REO BASED UPON INSfJlUTION OF FR)JJE & GRRE OR
RING & COlER.
1O'-8u
9'-8"
f!(31
NOT VAI..ID l..NI..ESS
SIGNED AND SEAI..ED
BY ENGINEER
PRAWN BY AF./J.C.S./G.Q.
CHECKED BY M.A.O.
8-7-97
951040A
of 11
H
'4 0 -4" ~C.C.9. '.
.6 Q 6" C.C.B. .
.5 . 6" ~~c,a. .
.6 0 &" C.C,B. .
.6 0 &11 C.C.B.W.
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FOR CONTINUATION
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PROP. ~ WRER SEfNJCE
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EASEMENr 1
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FIRE UlYES AAE PRNAJE FROJ/
THE onE V,AlYE.S ON ,AND AAE
wrSIDE TltE 12' EASEIIENr
CEHETERED ON THE SEfNICE.
---- PROP. 6. OOJBLE DET EcrOR
CHECI< V..v.YE ASSE.VBa
,AS PER WS.42.0
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(SEE ca JJt, SHEff 10 OF /IJ I 1
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Pfa'1OSED 12'
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COI'~51,JL flNG ENGINEERS . LAND PLANNERS . LAND S\.JRvE'(ORS
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10670 N. W. 27 s'r.
sUrrE 11101
~lIAltIJ. FLORIDA 33172
(306) 694)---31-41
, PAX. (305) 599"31~3
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CLIENT
PROJEC-r
TURNBERRY ASSOCIATES
2875 N.E. 191 STREET
SUiTE 400
AVENTURA, FL 33180
(305) 937-6200
1
--- PROP. REC1JCED PRESSlJRE 81€X
FLLW PRtYE,VTOR ASSEJ/BlY (SEE
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POOP. 8' X "CfOSs- I \ \ \ \ Of NE.28th 5TREU
FOP.lJER "RIW UNE. ... I \ \ \ -- PROP. 4 X 8' REWCER
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PROP. 8' Pl.1.lG VNYE lroT _J
AND PU.JG EXISf. 8' FORCE
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8' FORCE JI)JN ~D SMISF ICrORf
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(PRNAlE)
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PROP. b- PIC SNI
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ALL WATER AND FORCE MAiN
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PROP. 4' DiP. \ ,n -, ; r' AND ELEVATION UNKNONN
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PROP. 8' PJli:. \i i i'Jl~Ji U
SM...5ENER '
(PRNATE)
IlN. EL." (-JJJ9-\
REVI~IONS:
1 JJ(}W,AS[) DRt RUN
2 REYIS1:Jt ro SITE PLNI
3 GEHfftIL RtYISICit
10
11
12
13
7
PROP. ~ JJETER FOR JRRlGN~
UNE AS PER 'N S. 2J6
PROP. ~ PRESSURE VNXUJI
BREAKER ASSEMBLY (SEE
Off NL SHEEr 10 Of JI)
(PRNAfEJ
~ PROP. ~ IRRlG,A,r ION UNE.
// SEE LNlOSC,APING
PLM FOR CONnNUAfION
- H
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PROP. REOOCED PRESSJJRE 8X/(
FLON PREVElfrOR ASSEJJ8l1
(SEE DET NL SHEEr 10 OF IJ)
(PRNnE)
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---- PROP. 6. PIC SM
SEWER UNE 0 ~,'IFT
c
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A
AS SHOWN
SCALE
~
rl...; \ y~ I
DRAWN BY A.F.lJ.C.S./G.G.
CHECKED a y M.A.O.
8-7-97
951040A
of 11
t40T VAl-IO .......H_e:~S
SIQN!:O AND SEALED
8f ENGINEER
CHAMPION RETAIL LTD.
DATE
PROJ. NO.
SHEET
9
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Sf MDMD REQUIREMEf(rS
fOR,.. WAfER CONSTRUCTION:
I. AIL lIArERlfllS MD LA80R UNDER THIS PRoJECT SHALL BE IN STRICT
NXOROMC~WITH THE R.~QUIREUENTS OF "(HE ,V/AMI.ONJf. WATER AND 5EVIER
OEPNf(UErr, M.~, SHN..L t{.fOR.V to THE. STNlOMDS MD SPECIFICATIONS
AV NLA(JLE MD V('f FILe.. ITH THEO[~MTJJENr.. ,
2.. eWER J..NER WATER !iNN> 5H/JJ..L Be 4' - Y.
J. NL WATER !JNN UHE VflLVES SHN.L BE INsr N..LE.O COMPLETE WfTl1 fCl
RISER PIPES AND NO.3 V~VE.. ooXE5. FIRE WORMTS MO $EfNICE
VJV...VES SH.N..L BE INSTALLED' COMPLETE WITH 6. RISER PIPES AND NO.2
VALVE BOxes. .
4. ALL WATE.R METe.RS WILL BE IN5T ALLED BY TlfE UIAlJl-ONJE WATER MD
SEYlER DEPAAT.1JENT PAQlIOJNG THE #'PROPRIATE CJlARGES /lAVE BEEN PRE-
PNf).
5.' FIRE HIDRftJff. REQUiRE.VENTS (NU!JBER MD LOCATION) sum BE AS
REWIRED BY DNJE CWNTY FIRE Df.P;SRTJJclff OR THE ftPPROPRlATE FIRE
NJENCY wrrH INSrNLArlON5 IN KCOROMCE wrrH OEPART!JENr 5T ANOMDS.
6. CONTRICTOR .'JUST CALL .VCWASD INSPECTION ONISION TO MRMGE FOR
A PERNlr AND A PRE -CONSTRUCTION .VEETlNG 48 HOORS PRIOR TO PROPOSED
STMT OF CONSTRUCTiON.
7. OEPNfTlJENT PERSONNEL ~VILL INSPECT N.L F tClUTlES #'PRCNED BY
THIS DEPMTAlE.NT. N..LOrIiER R[QljIRElJENTS at THE PER,lJrrTlNG AGENCY
SHN..L BE IN N:COROANCE WITH THEIR ST ANDMDS AND RfOOIREMENTS.
. 8. WOR/<. PERFORJIED UN()ER THIS pmJECT WIll NOr BE CONSIDERED AS
COMPLETE IjIffIL FIN~ N;CEPT />NCE OF THE SYSTEU 8f THE DEPARTMENt AND
IjNTIL THE FOLLCWING DOCtJMENTSAAE RECENED MD N'PROIED 8t THE
DEPNfTlJENT.
I. EASE.UENT5.1F REWIRED,
~ CONTRN:rOR'S WAVER AND RELEASE OF UEN
J. NJSOLUTE BILL OF 5N..E.
4. A CONTRACTOR'S LETTER OF WMRNirr IIE..LETTER NJREEMENTJ
B. DEYELOPER'S CONTRICT BOND (I.E.CONrRILT t(JREEMENTJ
5. 'AS-BUILT' 4 MIL. AltLM 2"' x 36' SHQ.VING SPECIFIC LOCATIONS.
DEPTH~ETC..OF /JLL WATER FN:IUTlES AS LOCATED EJY A UCENSED
5Uf-NEYvR.N..ONG WfTH TWO (2) PRINTS OF THE 'AS-BUILT' WHICH. HAVE
BEEN SIGNED MO, SEMD fir' A REGISTERED SUrNEYOR OR ENGINEER OF
RECORO.NVD ENOORSEO [Jt THE CONTRN;TOR,
9. N.L. NfYI CONNECTIONS FROM EXISTING OEPMT.VENT MAiNS TO BE !JNJE. Bf
DEPMrUENT FORCES ONLY. THE CONTRN:TOR TO EXCNATE AT REOUIRED
UXATIONS.PRQ./IDE AND INSrN.L UATER1/V.. ~VITH FITTlNGS.PRIOR TO
Tfl?
10. AN APPRfN!D f'NINt; NVD DRNNftGE P/.M !JUST BE SUBMITTED TO
MCWA5f) FOR N...L Nc.V$IJBONISIONS PRIOR TO IV>PRWAL OF WATER AVO
SEWER PERNIT Pl.M5.UPON REOIJEST.
.'fIlfliIlll;jfb~LIM
~SU8
lW..L V)fiE rrtp J
UItKJI
-E
0-:.
~
PLM
-,rr-
Ir~
PLWClJ) PAl.~ .
BlCXFLD* ~f)((1OI/ ASSCJIfU\
BJU. v II.Yt fffP J
.101.l.1I.
L~ p'ldH ,.JtJWJI
$ 'PLE ,~
, f.'1.
2. w.w~1T~n1JlJJ' fwL1f,~P.N'1C.
AS CiTlMko" wT-11r'caWi.(if'''fHi ~CroR.
J. ~'FJJJI&IlAJr(U
~.fIIl{il}tp1t:
5. ~Wa~rlf'JP1JII~
&M.l1>>JjF
, rtW~
OF WN lJ,WIS.'
T.)lJ. t:XPrJSE.O JlfTJIJ.JC THf1EN)S SH,ftJ. 8€ PJiXTfD '#rrH
&n/lJAg/c P NJf1'.
4 ~ ~ S1KJP CtVi(1JIfJ 10 E.NG1JtUR OF
E LEV AT ION
-'rs.
REDUCED PRESSURE 8~KFLON
PREVENTION ASSEMBLY DET NL
(FOR METERE.D POT NlLE WATER
SERV~ES ~ZES ~.THRU ~)
fPRNATEJ
C(ONSUL~rfECH ENGINEEltING~ INC.
.
CONSUL TING ENGINEERS . LAND PLANNERS . LAND SURVEYORS
10610 N. \V. 21 S'I".
SUl'r~HI01
lrlIA~ll. FLORIDA. 3$112
(~06)' 699"31-41
I/AX. (~06) 699.31...3
Storm drafnor;e fInes are trf;flfetJ too son;t;) as son/tory Sf!tver arM. E x.flltratlon dralf'KJ<)J
IreriCfes are exempted.
MInimum /0 feet fer/lontalseparatlon be/ween water maIns alld .sever lines Is required. If
umble to maintain minImum seporaflon t<<lzonfolfy.each p/{..e stell be s~ed with
minImum 18 I~ verflcalseparaf/on.
Force main {(Just tx:N8 Of) /8 foch vertical se{X1ratlon from water IIrJes. No exceptIons.
Si;NI8r Ifnes./tlClud/fit} laterols. mUS/Me 18 Inch vert/Cd I cJ()fJrOfJC8 between water,malns
and/or 6 fncOOs mlnl/(JIJm clooronce If sewer flne Is DIP and f'1J.s no Joints wit/In 10 foot of.
Infersecffon (/.~one 20 foot Joint DIP cenferrx/ on IrJersectlon). Storm drofl/llqe IIrt8-s ore
ex.empllf DIP water maIn sepqraflon of 6. fs mafntofned and fxJh pipe,s we 00 Joints wlffin
10 feet of In/ersecflon.
Se\-yef laterals (servIces) smll we 18 Inch cloorance from water maIns.
a 7
REVISIONS: 7 lit · 40'
SCALE
1
a ~01 DRAWN BY A.F./ J.e.s./G.G.
2 9
CHECKED BY M.AO.
:3 . 8-7~97
10 OATE
4
11 . PRO J. NO. 951040A
5 12 10 11
NO T VAl-ID \..I'4I...E~S SHEET of
6 __'.._ StGNED AND SEAI...EO
13 e Y ENGINEER
ST ANDARD REQUIREMENTS
FOR SEWER CONSTRUCTION
NOTES ON WJ1TERi#SEWER /NST ALLAT/ON
-l. , . .
(NOT PARr; OF WASDAPPAOVAU
THf f'OLLONfNG ARE RfOUIRfMfNTSPfR
DEPARTMENT OF HEAL'TH .
(NOT PART OF WASD APPROVAL)
liAS-BUILT" REQUIREMENTS:
I. AU MATERIALS AND CONSTRUCT/ON UNDER TfilS PROJECT SHALL BE IN
STRICT KCORDANCE WfTH THE REOUIREMENTS OF THE MIAMI DADE WATER
AND SEWER NfTflORfTY DEPMTMENT AHD SIfNL CONFORM TO THE ST MDMDS
IWD SPECIFICATIONS AVNLABLE MD ON FILE WfTH THE DEPARTMENr.
2. COlER OIER FORCE MNNS SHALL BE 4" - C/.
J. ALL FORCE liNN SHifT OFF VALVES SHALL BE INSTNLED COMPLETE WrTH
RISER PIPES AND V NVE BOXES.
4. ALL FORCE MNN SERVICE CONNECTIONS INTO PRESSURE TRANSMISSION
MNNS SHALL HAVE A SHUT OFF VALVE AND CHECK VALVE AT THE POINT OF ENTRY.
5. ALL GRAVITY SYSTEMS SHALL BE CONSTRUCTED IN KCORDANCE WIT"
DEPARTMENT ST MDARDS.
6. CONTRACTOR MUST C/lLL DEPAATMENT INSPECTION ONISIGN TO ARRANGE
FOR A PERMIT AND A PRE. CONSTRUCTION MEETING '48 HOURS PRIOR TO
PROPOSED START OF CONSTRUCTION.
7. DEPMTMENT PERSONNEL WILL INSPECT N.L F IeILlTlES APPRO/EO Bt THIS
DEPMTMENT. ALL OTHER REQUIREMENTS OF TflE PERMfrTING NJENCY SHALL
BE IN KCORDANCE WITH TflEIR STANDARDS AND REQUIREMENTS.
8. WORK PERFORMED UNDER THIS PROJECT WILL NOT BE CONSIDERED AS
COMPLETE UNTIL FINAL KCEP! ANCE OF THE SYSTEM BY THE DEPARTMENT
AND UNTIL THE FOLLGWING DOCUMENTS ARE RECEIVED AND APPRo/ED BY
TilE DEPARtMENT.
I. EASEMENTS. IF REQUIRED.
2. CONrRtCTOf?S WNVER AND RELEASE OF LIEN.
J. ABSOLUTE BIU OF SALE.
4,0 CONTRN;TO~S LETTER OF WARRNrTY (J.E..LETTER AGREEMENT) OR
.b DEVELOPER'S CONTR;1CT BOND OE..CONTRKT NJREEMENTJ.
5. .AS-BUILT. MYLAR 24 X 36M SHONING SPECIFIC LOCATIONS.DEPTHS.ETC..
OF ALL SEWNJE FtClUTIES AS LOCATED BY A LICENSED 5UrNEYOR,ALONG
WITH TWO (2) PRINTS OF TffEAS-BUILT. WHICH HAVE BEEN SIGNED NlD
SEALED BY A REGISTERED SURVEYOR OR ENGINEER OF RECORD. AND ENDORSED
BY THE CONTRKTOR.
9. ALL NEYI CONNECTIONS FROM EXISTING DEPARTMENT MAINS TO BE MADE
BY DEPARTMENT FORCES ONLY.EXCEPT GRAVfTY. TlfE CO/fTRKTOR TO EXCAVATE
AT REQUIRED LOCATIONS.PRWIDE AND INST ALL MATERIAL WITH FrrTING5.
10. AN /JPPROIED PAVING AND DRNN/I]E PLAN MUST BE SUBMITTED TO
UD-WASAD FOR ALL NEW SUBDNISIONS PRIOR TO APPRWAL OF WATER AND SEWER
PERMIT PLANS,UPON REQUEST.
I. AT THE COMPLETION OF Nf( WATER AND SEWER JOB. THE CONTRKTOR
SHALL SUBMIT:
A .AS-BUILP MYLAR 2'f x .36. (MIN. 4 MIL THiCKNESS) FOR E;1CH
PHASE.
8.BLUE UNE (FROM Af(LM) WHICH HAS BEEN SiGNED AND SEALED Ef( A
REGISTERED 5UfWEYOR (OR ENGINEER.AND ENDORSED BY THE CO/fTRKTOR.(2
EA)
2. .AS-BUILT. FORMAT:
A 24' X 36- MYLM IN INK ONLY.
8. THE WORD 'AS-BUILr'II\V LARGE LETTERS.
C. TITLE BLOCK WITH DE.PARTMENT ER.NO,MD PERTINENT INFORMA.TlON.
D. PREFERRED SCALE TOI BE r - 40' HORIZONTALLY IWD r - 4'
VERTICALLY..
E. STREET NOMENCLATURE.
F.SEPARATE WATER MO SEWER PROFILE,
G. STAT/ON MNN STARTING WITH 0 · 00 AT PERMANEIfT REFERENCE POINT
(/.E..CENTERUNE. ETC) ANID TO RUN CONTINUOUSLY TO END OF MNN AT
CENTERUNE OF PIPE,
fI.EASEMENTS.lF N<<. TIED TO PERMNVENT REFERENCE POINT.
1,IDENTlFY ALL CONTROL UNES (IE..BUXJ.LlNE.PROPERrY LINE.
R/W. ETC)
J,IiL -PROPOSEClINFORUATlON TO BE REMOIEO FROM MYLAR.LEAVING
ONLY -AS-BUILT-INFORMATION REFLECTED IN DR/JWING5.
3, WATER 'A5-BIJILrS. MUST INCLUDE:
A PLAN SHOtVING SfZE.MATERIAL MD OFFSET OF MNN.DEFLECTlONS (IF
M'/).STATlON OF SERVICES.HYDRANTS AND FITTINGS AT THE MNNUNE
(IF PERPENDICUL/JR TO IT) MD AT MNN END OF SERVICE IF Nft OTHER
MGLE.AND DEFLECTION OF PIPE.IF ANY.
B,PROFILE 5HCNlING TOP OF GROIJND AND TOP OF PIPE ELEVATIONS AT
EVERY ICXY STAT/ON AND AT MY CHANGE IN GRADE (WITH CORRESPONDING
STATlON).SIZE AND MATERIAL OF PIPE AND REFERENCE TO PLAN.
4. SEWER ' AS-BUILTS. MUST INCLUDE:
A PLAN SHGWING MANHOLE NUMBER.SllE AND MATERIAL OF PIPE.
DEFLECTlON.IF ANY (FORCE MNN ONLy) AND LOCATION OF LATERALS WfTH
REFERENCE TO MNlfiOLE,
8, PROFILE SHONING UN/ffOLE NUMBER (AS PER PLAN).RfM AND INVERT
ELEVATlON5 (IF MORE TIIAN ONE INVERT. LABEL NORTH. SOUTH.ETC) NVD
ST AT/ON 5T ARTING AT 0.00 AT CONN STREAM MANHOLE,
· OTHER SCALES MAY BE PERMrrTED.BUT MUST BE APPRO/ED BY THE
DEPN1TMENT PRIOR TO PREPAAATlON OF DRAWINGS.
I.A fiORIZONT ftL DJST ANCE OF 10 Fr. SHN.L BE MN/'{T IVNED BETWEEN
\fATER NlD SEWE.R MAINS. WHEN THE 10 FEET HORIZONTAL DISTMCE
CRITERIA CANNOT BE MEr DUE. TO AN EXISTING UNDERGROUND Fl€lUrr
CONFUCT. THE SEWER SHAll. BE CONSTRUCTED OF COCT1LE IRON PIPE
WfTlI MECHMICAL JOltfTS.
2. A VERT/CAL Dlsr MCE OF AT LEAST 18 INCHES SHALL BE !JNNT .NNED
BETWEEN Nff WAfER AND SEWER MAINS. THE SEWER SHAU BE AWCTlLE
IRON SINGLE 20 FEET LENGTH CENTERED ON THE CROSSING IF tHE.
MINIMUM VERT/eN DfST MCE. IS LESS THM 18 IHeNES OR rifE SErVER IS
INSTALLED N30IE THE WATER M;1JN (REGMOlESS OF SEPMATION).
J. IN HIGHLY CONGESTED MEAS.WHERE EITHER WATER OR SEYlER
F N.:IUTIES ARE EXISt/NOMO THE SEPARATION REOUIREMEtfTS CMNOT BE
MET. SPECIM.. CONSIDERArtON MAY BE GNEN SIJBJECT TO A COMPLE.TE
EVALUATION OF EXISTING MD PROPOSED CONOfT/ONS.
4. THE MAXfUUM ALLONABLE EXFILTRATlON RATE OF GRAVITY SANlr ARY
SBVERSCONSTRUCTEO IN A PUBUC WELLFIEW PROTECTION MEA SHALL BE
FIFTY (50) GN..LONS PER INCII PIPE OIA~ETER PER MILE PER ON FOR
RE.SIDENTlftL LAND USE AND TWENTY (20) GALLONS PER INCH PIPE
DIAJJETER PER MILE PER DAY FOR NON-RESIDENTIAL LAND USE.
5. FORCE MAIN SBVERS CONSTRUCTED IN A PUBUC WELLFIELD
PROTECTION MEA SHAU BE EITHER DUCTILE IRON OR REINFORCED
CONCRETE PRESSURE SEWER PIPE. TilE fYJCTlLE IRON PIPE EXFILTRATlON
RATE SffALL NOT BE GREATER THM THE ALLONABLE LEAJ(NJE RATE
SPECIFIED IN AMERICNI WAfER WORKS ASSOCIATION ST ANDMD (AWWAS)
C600-82 AT A TEST PRESSURE OF 100 POUNDS PER SQUARE INCH.
6. THE REINFORCED CONCRETE PRESSURE SANIT ARY SEWER FORCE MAIN
EXFILTRATlON RATE SHALL NOT BE GREATER T/fAN ONE-HftLF (1/2) THE
ALLONABLE LEMME RATE SPECIFIED IN ~A C600-82 AT A TEST
PRES5URE OF 100 POUNDS PER SQUARE INCff.
1. THE COtffRACrOR SHALL VERIPf NATURE.DEPTH.CHARN:TER OF
EXISTING UNDERGR[jJND UTlUTlES PRIOR TO START OF CONSTRUCTION.
a, ALL OTHER PUBUC OR PRN ATE UTIUTY F N; IU TIES SHALL BE
CONSTRUCTED AT LEAST 3 FEET FROM ANY WATER AND SEWER MAIN AS
MEASURED FROM THE OUTSIDf. BELL OF THE WATER fWD SEWER PIPE TO THE
OUTSIDE OF THE UTILITY PIPE.
9. WHEN THE 3 FEEr SEPMATlON BETWEEN PROPOSED AND EXISTING LINE
IS NOT POSSIBLE, THE CONTR/CTOR SH.ALL HAND DIG OR EXPOSE TlfE
WATER AND SEWER PIPES BEFORE PROCEEDING WITH PClNER EQUIPMENT
E XC AV AT ION,
10. IN NO CASE SHALL A CONTRACTOR INSTALL UTILITY PIPES,
CONourrS.CABLES.ETC.IN THE SAUE TRENCH PARALLEL TO fWD N30/E
EXISTING WATER AND SEWER PIPES EXCEPT WHERE THEY CROSS.N<<
DEVIATION FROM NOTES 67 AND 8 SHALL BE APPRO/ED IN WRITING BY
THE RESPONSIBLE WATER AND SEWER UTILITY.
/I, A NON-RESETT ABLE ELAPSE TIME METER SHALL BE INST N1ED AT
EKH PUMP TO RECORD THE rOTAL OPERATING HOURS OF Tfle. STATION.
I.
2.
J.
4.
5.
REFERENCE DETNLS
700 foflcw(fi9 MIami-Dade Water and SfJ4,ver rotrorlfy Department sfandIJrds or6 mretJj
Incor{Xfuted tJj rfJference, Tte standards ore on file and (]Val/aDle from fm Deportment.
Wafer Oetafls
WS 0.5
WS 0.5
WS 1,0
WS 1.0
WS 110
WS 1.30
WS 216
WS 2J6
WS 316
WS 4)2
WS 4)5
W S 42./
WS . 4J5()
W S 4.61
WS 4:1
Standard RequIrements for water construction
'As-8u/1f RequIrements
Typical r;ate valve .smelter fOOn 16.
Typlcalqate valve for fire hjdran/s and domestlo servIce
Typical tie-rod delaNs
Concrete anct<<s
Typlcoll ~. & 2' servIce Installation
Typical 2" servIce connectfon
typlCtJ/ tapping vaNe setting
Typical connection to exfsffrtf) ffKJln
Proper Instal/aflon of tappIng sleeve and value
Typical 4. ServfCIJ Installation
Water maIn crossIng tlyU dralnaq8 ditch
Water and f)ravlty sewer maIn cro.sslf}()s
Typical treoch backfill
Sewer Details
S 5 0,5
S5 0.5
SS 5.0
SS 5.1
55 18.0
S5 18.0
Standard RequIrements for sewer construction
'As-bullr RelJulrements
Sewer maIn fhru dralf'lOf)e ditch
Wafer ond qravlty sewer maIn crossIngs
Typical trench construction for PIC and 01 pipe r;r(]Vlty sewer
Typical french consfructlon PIC p1r;e <jravffy sewers In stable soils
BACKFLOW PREVENTOR NOTES (PRIVATE)
I. PRIOR TO THE INST ALLAT/ON OF TIlE B/lCK FUM PREVENTER DEVICE ;1PPRW AL
FROM TlfE APPUCABLE BUILDING NVD ZONING DEPARTMENT SffALL BE REQUIRED.
2.. PRIOR TIfE INSTALLATION OF ANY WATER METER TlfE BKK FLCM PREVEtfTER
DEVICE MUST BE INSPECTED AND RELEASED BY THE #'PLlCN3LE BUILDING AND
ZONING DEP/JRTUENT,
3. INST,dLLA110N OF THE BN:KFLON PREVENTER DEVICE SlfALL BE PERFORMED BY
A CERTIFIED PLUMBING CONTRN:TOR.
os eft Y (JATE VIJYE-
RECi.lCEO PRESSlJRE BlCI<FI./M
PREVENTION ASSElJ8tY
;.J?1
NOrES,
I. THE ASSEJ/BlY SH)lL BE INSf NJ.ED WffH IJINll/UlJ
IIMILONr N.. CLENUNCES OF JO INCHES FREE FROU
OOSrfUTIONS IN )lL OIRE(JfK)NS.
2. WARD POSTS SU)JJ. BE INSTN.LED IF THE ASSEJl8t:I
~ ~71~~E~O :ffl/~~1kNffE:;r:&f 1tflOJllfJoFtfttftt70R.
J. THE ASSEJJ8lY SH& BE I.'isr N.1ED IN Nt I€CESSI8t.E
tJ:.cATION.N>PRQlEO lJ( THE OE.PNfTJ/EIfT MO THE
IJD-WASD INSPECTOR.
" NJ..JJST N3LE. PiPE SN:>Dl.E SVPPORT (GRINJiEU F 10264,
OR E(1J)U SIZED TO Fff CUfNRURE OF fX1J8LE DETECTOR
CUECI( VJJYE ASSElJ8f.(\YJ.(1'H' f),4JYMIZEO STEEL PIPE
MO Fl.OOR FLNiGf.AlTlUf F/..OOR F/..MGE TO CONCRETE
SUB WrrH GJJYNlIZE.D EXPANSION mTS.
5. rHE DEPNfTlJEIfT SHNJ.. HNE UNRESTRICTED NiD
CONTINUOOS )(;CESS TO THE 8I€l<FlDN PREYENTION
ASSEJ/BLY.
6. PIPING ~)NO SJI,AUER SH,ALL BE SCHEl1JLE 40 G)J.YN{IZED
STEEL PIPE WITH GJJY MllED 1I)l1E)8LE IRON THRENJEO
FffTlNOS.PIPINt) 2:I/Z)ND LNlGERSH.AlL BE CiJC('ILE IRON
PIPE WffH Fl.AYGED FffTlNGS.NJ.. PiPiNG SHNJ. BE IN
ItX:ORf)),VCE WrrH JlOWJSD 'CON5TRUCTJON SPECIFiCATIONS
FOR OONATJON OF INnER U)lNS:
T. N..L EXPOSED !JET Jl1JC THREJDS SHJlL BE PN,VTED WITH
8f(UJ/)S1' Ie P )JI((.
~' 1- '-
, I
'd - J:3
CONC. sua WffH *4 g f~ EJf
NfTI-SlPHON PRESSURE
TYPE VICJIJIJ 8I1EMER
8N..L V)JJIE
~
--]- .
~
8'
r .
r-- ---.
a:-: -=-. _ ~ _ .3
---- --~
-- --
---- - &)
NOT f..S,
.
I. THE ASSEMBlY SHNL BE INST N.1E.D wrTH JJJNIJlUJI
HORIZOIff,4L CLEMAYCES OF JO INCHES FREE FROU
oasTH..It7/ONS IN N..L aRECTIONS.
2. WAAD POSTS SHJlL BE INSrJllEDIF THEASSEI/8lY
IS EXPOSEO TO POSSIBlE O,AJlJ()E FROJI VEHICUUR
TRJFFIC.AS DETERJ/INED Ell THE DEPMrIlEIff.OR
THE JlOWASD INSPE.t7OR.
J. THE ASSElJ8tY SHN..L BE INsr)lLEj) IN Nt NXESSIBlE
u;cnlON,JPPROIEO Bf THE DEPNfTlJENT AND THE
lJOWASO INSPEt7OR.
4. PlPIl-1J SHNL BE SCHEl1Jl.E 40 GN.YNiIZED STEEL PIPE
WffH GJJ.Y MIlEO JI)l1E)8LE IRON rHRENJED Fff TlNGS
IN KX()Rf)ANC! 'rtffH J/OWASD 'CON5THJCTION SPECIFICATIONS
FOR OONA1JON OF WATER J/NNS..
5. N..L ExroSED IIET N.1lC THREN)S SHN..L BE PNNTED
WffH 8/TUJlA5TIC PN/ff.
CONe. SUB
PLAN
NJS.
rREC1JCED PRESSURE 8XJ<FLfM
PREYENTJON ASSEJl8lY
os eft Y GATE VN..YE
(1)' PJ
PLAN VIEW
NfT I-SlPltoN PRES'S1.JRE
riPE .VK:UlJU BREMER
TEST COCK
t
I
-~
t
J2lJIN.NXJIE HIGHESr
SPRINKLER HE)/) OR HOSE 8/88
6. THE ,Pitl;RrJlE./ff SHN.L HAlE UNRESTRICTED NiD
~1mLY:S /€'CESS TO TIfE 8I(;I<F/.fM PREYENTION
CONe.SUB WffH
'4 " f2 EJI
E LEV AT ION
HJS.
REDUCED PRESSURE 8~XFLON
PREVENTION ASSEMBLY DETAIL
(FOR UETERED POT ABLE WATER
SERlICES SIZES 2'h. THRU IfY)
fPRNATEJ
ELEVATION VIEW
HIS.
PRESSURE vtCCUM BREAKER DETAIL
(IRRIGATION SYSTEJJ ONLY)
fPRNATEJ
2
3
4
5
CLIENT
PROJEC'r
TASK
TURNBERRY ASSOCIATES
2875 N.E. 191 STREET
SUITE 400
AVENTURA, FL33180
(305) 937-6200
LTD.
W A-fER AND SEWER
DET AILS
CHAMPION
RE -r AIL
H
lof 2.
2 of 2
'of 2
2of2
lof I
I of 2 & 2. of 2
lof 2
2 of 2
lof I
lof 2
lof /
lof I
lof ,
lof I
lof I
G
lof 2
2of2
lof I
lof I
2of4
3 of 4
F
-E
-0
c
-8
-A
, .-
, '- . ~.
:,
'" >.,
, , ;PUMPING stATION SPECIFICATIONS
~".:.:'"O~ '\,'. .;. 'f;~-l' .,,' '....,. . .,. '.
, PJfJ'::,"'~ ~~Nifl~,'"
. iJ THE WOBx SPECI,IED UNDER" .TillS SEcrlON CONSistS OF rilE
" ' CONSCftlJ(f(/()N OF. A SENNJ& roup srATION.CO!JPLETE MO OPERATING. THE
.' -, ,. BEClrlL OF IWf usrs OF lIArl!.R1N.S MO EQUIPUENT IN TillS SECTION lXJE$
, NOr EXCLlJaE Nfl (/fliER 1NCIDE/frN..S NE.CESSNft TO COMPLETE THE WORK
, IN '~OANCE WffH THESE PLMS.AND SPE.CIPICATJONS.
\. ,.
. ""1.2,.. till: }Y(JRK" /NCLU.,OE.S e,XCNATIOI/..,81CJ<.F.',.ILL.. $H.licrlNG."DE.WATERINO,
,$feEL RI!INFORC€/JEIffSCONCRErE WOBJ(.INSfN.1..ATION OF )lL WIlL
. ''0,' :' Sl.E..EV " ~E$. '.. #10. . WN..L.cAifINGS. FOR. ,PIPES -NlD E14ctR./CN... CONoorrs AND ALL
'- ,~: '.,. (JfH~fly 'l'ORJC~flECIJ./RED TO CtJIJPLEr~ THE PROJECT.
IJ' S!fOP o!JMINGS,
'-:S08JJrr, SHOp lJR)WINGSfOR )PP/f(}I)L (4 SETS) SHaHlNO THE OCT NLED
. , ,Ot.SIGN",OF THE VAR/OO$ '(fENS OF EQlJIPNENT THAT ME FURNISHED, THE
. CHMN:rE.BJST).C C,' UiNE$ a. iF ,THE.' SF.WIGE PUMPS, THE PRINCIP)L DIIJENSIONS
' OP Ej(H ~PIE.CE' JWD ffS RELATION TO atHER ITEJJSI SIZE, LOCAfION Off AILS
OF', PIPE NJO ELEcrR/CN- CONNECTIONS,IJOONTING 'ooas.ANO arHER
DaNIS NECESSNU.'TO aurNN CLEMMCE.S.SUPPOIffS OR PROPER
FUNCTIONING OF N.L F JCIUTIES.
1.4 TESTING,
NtER ',' THE~ INST NJ..ATIQN OF AlL EOOIPUENT IS COMPLETE, TEST OPERATE AU.
UNffS 'UNot.R HOflIlN..#lO FULL LON) CONOffIONS FOR A PERIOD OF Nor LESS
. THNI, 2 HOURS. PROlJPTLY CORRECT' NIt 'F mas OR DEFICIENCIES THAT !IN
N'PEM'I1(O RE-rEsr THE SYSTEM fOR SATISFJCTORt OPERATION. NOTIFY
THE NfCH:,rr,fCrl, ENGINEER'N,Uf LESS THNI J DAYS BEFORE rEsrING.FURNISH
N.l ffNlER.LtJ8R1CAlfTs,NlD WHER !lRERlN..S REOOIRED FOR THIS TEST.
PNt[2 .. PRqCWTS
, 2JCONSrRUCT REINFORCED CONCRETE UFr STATION AS SHONN ON PLNlS
WITH IJANHOl.E FRA'IES MD Cf.NERS FOR HEAVY WTY TR#"F/C UJ)/NG tH-2f)).
2.2 FU/WISHMD INS(NJ.. A CONPlETE GRINDER PUNP SYSTEII CONSISTING OF
'1WOf~ 51j8JJcflSIBLE.EXPl/JSION-PROOF,GRlNDER PUlJPS WITH UFT.{)Iff RNL
' srsrEAlS,V)lYES,C;()Nf8OJ.$,SPECIN.. PUUP NXESS COIERS,NEUA JR DEN)
FRoW CtJNtIlOI. PM€t.1WO-POLE !JERCURt FLOAT 5WITCHES,MD )lL
afllER NiPURrI!.N)NCE.S TO liME A COUPlErE srsrEU.
2.3. $l!BIIERSIBLE,PUIJP$1
A Ci./PLeX SET OF SUBJlEASIBLE ,PUMPS, SHN.1. BE FURNISHED.
NODEl.. 4RHX ASJlMUFJCfURED [J( JltflE.S 08 IW JPPROIED EOUJL.
l!I€H' PUlJP SHN.l HAVE. A CAPlCfTY OF IOOGP!I AT A TUT N... HEN) OF 80 FEET.
!J(Jf()RS SHJJ..L BE 10 HP"J PHASE,460 voas, 3450 RPIJ.
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2.!j' ~ SEAJJNG,
'A SEN.JNG PLATE$H).JJ.. BE A7T I€HED TO THE PUNP. A SIJlPLE CCNIMMD
' SUD/NG,UfffION ,OF THE PUMP MD GUIDE PlATE ON THE GUIDE RNLS SHNl.
CJ.lJSE',1HE UNrr Tt). BE mrOllAl'ICNJ.:ICONNECTEO MD SE)LED TO THE
i 'BASe.. tHE OPE/l,F lee OF THE SENlNG PLATE SHN.L HAVE lXNE-T NLED
gRfXNE !lief/INfO INfO, tHE F I€f TO HOW A SENJNG '(I-RING. THE '(I-RING
;JU~ PRQlIfJE.A [EM-PROOF Sf)/.. AT N.l OPERATING PRESSURES.
2.6 GUIDE RN/.S,
TWO ML PIPES ,SHN.L BE USED TO GUIDE THE PUMP FROU THE SURF N:E TO
THE OISCHMGf.. BASE, CONNECTION. TilE GUIDE RNLS SH)lL BE I ~ INCH
'STNNLESS 5TEEL PIPE. T/lf WEIGHT OF fHEPUUP SHIlL BENl SOLELY ON THE
DISCHJME 8ASE NlD Nf]f, ON TilE GlJIDE MLS. RNL SfSTEIJS WHICH
Rf(JjIRE T/lE PUMP TO BE .SlJPPORTED 8t lEGS WHICH IIIGlfT INTERFERE wrrH
THE FIJJH, OF SOUDS INTO THE PUMP SUCTION WIU NUT BE CONSIDERED
EooN... THE OOlDE RNL SHJlL BE FIRIILY ArT I€JfED TO TilE CONCRETE
' BASIN.
2:1 -COMPoNENTS,
, M Ai)EWATE. LENGTH OF' Sf NNLESS STEEL liFTING CHNN SHN.1. BE SUPPUED
FOR' Rc.IJ(N,'1NG, THE' PUMP. ", HE CHNN SHIlL BE OF SUFflCIElfT LENGTH MD
SHIlL INCLUDE JW NJE.C1JATE NUMBER OF UFT/NG RINGS FOR EASY REIJOI)L
. I
EI(H UFT.wr ML SYSTEM SHN..L CONSIST OF,A OOeT/IE IRON D/SCHMOE
BASE_BRASS FI€EO'roup ATfI€HING )ND ScAliNG PLATE,BRASS PUMP GUIDE
. PLAfE,NiO ,CPSf IRON EI...8tJN. N..L EXPOSED NUTS, BOLTS, NlD FASTENERS
SHN..L8E OF 300 SERIES sr NNLESS STEEl.. NO F NJRICAtED STEEL PNffS SHN.L
i1~ useo.
o
c
2JJ1!lE.CTR/CJL COIffROL PNlElJ
.
THE WPLEX CONTROL PM!L FURNISHED SHNJ.. BE ULUSTED NEliA JR,DENJ
FRONt WffHBUHK Q!\SJ<ErED WERHER fX)I)R )NO )II IIfTERNJ.L DEN)
FRONT $N'U( iXJOR~ PMEL SHNJ.. CONrNN A PNJ-LOCKNJ/..E UaTOR
'DlSCONNE.CT 5WlrCH NJD A' lINJNUIC Sf NiTER WITH J1XJIL OIERLONJ
p/1fJTc.crlON FOR EI€H PUMP. M N...TERNATING flew, TO NJEflHATE. WTY
PUUP,-SH& BE PRQlIDEO" PANEL TO HAVE A 'TEST 1JFF-lUTfY SELECTOR
SWIfCH MD A PIL(JT JRUN' UGIff FOR E~H PUMP. A TERMINJ.L STRIP SHNL
BE /NCWOED FOR CONNECTION OF NL NECESSNff WIRES.
21J BASIN LE.VEL CONTROLS,
. A UERCI)Rt FlOAT U(JJ/DLf..YEL CONTROL SHN..L BE FURNISHED FOR PROPER
. PUUP N/O N..Afl1J OPERATION. FaiR, TW().POLE . UERCURf SWITCHES, EICH
S!tJlEo IliA. COMOSlON-RESIsr Nff PQflPROPOLENE. FLOAT SHNL BE.
PRt1IlDEfX,EJ€H$NITCH TO HAVE A PIC COATEO,ULUSTED CABLE AND TO
, BE n-rItHED TO A CORROSION-RESISrNff 8R~J<.cr TO A GN..VNlIZED
SJJSPEN$/t)N. RQI),. THE . SNffCHBRJ€J<.ET TO BE PRrNIDED WITH A
REINfO~/N(). SLECYE TO PREVENT S!fMP BENDING AND DM/NJE TO CNJLE.
PMT . J .. EXECl./TION
JJ PPE!JNION OF, SfSfEU,
. ON ,l.f}I!t; RJS! IN 8AsIN,LONESr. 5WffCH WILL CLOSE, NEXT 5WffCH WILL
ENERGIZE tHrt PUMp. WHICH WIll. RUN UNTIL LONEST SWITCH OPENS. ON
i{Exr LE..VEL fl./Se,MERNATE PUMP WILL Sf MT NiD RUN UNTIL LONEST
SNITCH. OPENS, IF LeVEL RiSES WHEN ONE PUMP RUNS, THIRD 5wrrCH WILL
Sf ART IDlE. PUMP.8fJfH PUMPS WIU RUN UNTIL LONEST SWITCH OPENS. IF
LE.VELRISes q-ren ,BtJrH PUIJPS RUN,IJ.MJJ SHffCH WILL STN?T
,YJSU)UNJDl8LE N..AflJJS.INfflJl. srNfr4JP MO )DJUSTIIEIfTS SIINL BE Bf
. PIELJ? !RNNED Rep'RESE~nNES OF U)J{UFICTURER.
32 INS!')JJ., EOOIPIJENr AS ,RECOMMENDED 8f UNlUF ICfURER. PUIJPS TO BE
'PROPERLY /ElELED NlD GROUNDED.
, J;j CERrIFY'ilia CHECK pU}Jp )NO uaroR NJGNIJE/fT AFTER INsr N..LATION
/N...IlXOBDMCE WffH NAT/ONN.. HYDRIIJUCINsrrrurE REQUIREUENTS.
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10 BE VCR/liED N>lD COORDINMW ~"1rH '-I'. & lOR O\\NlR AND ~/L1C1W
ACCORl>INCLY IN SHOP DRAWING SU8MfTTAl.
PROViDE: \I()LTACE MONITOR n PHASE f'O\VfR OMYl
PRO'r1DE:: AUIOMAI1C ALll.J<NAlJON Of P(;,.,W5 ON SUCCfS~ Pti.\tP nnl
BI8B CONNEC TION
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(NOr ro SCALE)
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N.T.S.
(SEE SrrE PLAN FOR OR/ENT AT/ON)
ALUMINUM BASIN COVER
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"L" FORCE MAIN DIAME TER
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.: -----CONCRE T E L1F T
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"K" GUIDE RAILS
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Bor TOM HOLDDOWN
QUI TE PLA TE
CHECK VALVE & DISCONNECT ASSY.
(OPTIONAL PER PUMP MANUFACTURER'S
RECOMENDA TIONS)
-----CHECK VALVE AND
DISCONNEC T ASSEMBL '(
PROVIDE SUPPOR TS
DES/GN
NUMBER OF PUMPS 1
PUMP MMVFACTURER MYERS
MODEL No. 4RlfX
PUMP CAPAOIY GPM 100
rorAL D~NM1/C liEAD FEET 80
MOTOR IIOR.SlPOWER liP 10
/MPELUR s/Z~ IN 5 ·
AfOTOR SPUD RPM 3450
PHASE 1f J
VOLTAGE V 460
WEr WELL lOP FT NGVD 7,05
A GRADE FT N~YD 6,80
8 /NFLUENT INVERT f r NGVD (-)4,#0
C ALARM FT NG'vV (-)4.90
D LAG PUMP "ON" FT NG'vD (-)5.40
f LEAD PUMP "ON" FT NCVD (-).5.90
F PU.\.1PS "OFf" rr NGVD (-)6,90
G WEr WELL BOTTOM fT NCVD (-)7.90
fI WET WELL DIAMETER fr 6.0
J DI50fARCE VIM1ElER IN l
K. GUIDE RAIL DIAMETER IN I-W
L FORCE MAlN DIAMETER IN 4"
AI fORCE MAlN COVER /N 36
N INfLUENT DIAMETER /N 8
P PUMPOUT CONNECTION IN 4
"Bll
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"e" HIGH WATER
o
PROVIDE 4" MIN.
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BEDDING/DRAIN
MA TERIAL
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"E" LEAD PUMP "ON"
IIF" PUMPS "OFFII
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BEDDING
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AS PER WS.21O
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* * CLEAR OPENING SIWL BE AS SUGGESTl:D
BY MIWUFAcrURfR fOR PUMP REMOVAL
AND ^IAIN7fN~'JCf
NOTE:
CONTRACTOR SHALL SUBMIT SIGNED AND SEALED STRlJCrURAL
SHOP DRAWINGS FOR CONCRE TE PUMP S T A TlON BASIN TO THE
ENGINEER PRIOR TO BEGINING CONSTRUCTION.
B
PUMP STATION DETAIL
(SEE SrrE PLAN FOR ORIENT AT/ON)
(PRfV ATE)
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DA'rE
TURNBERRY ASSOCIATES
2875 N.E. 191 STREET
SUITE 400
AVENTURA,FL 33180
(305) 937-6200
DRAWN BY A.F./J.C.S./G.G.
CHECKED 8 y M.A.O.
8-7"97
951040A
11
CHAMPION
PUMP
DE T AI L S
2
STA TION
AND NOTES
9
RE TAIL
LTD.
3
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PROJ. NO.
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DRIVE THRUi LANES
__iC;.=, ~:~~~j~~i~':
-' _ ;.._ ...; L.. _. _
_JX...o:_
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(5000 S.F.)
SANK PHASE
S:'~
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TRACT "AlJ"
12.59 ACRES
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GR. LEVEL Fl. AREA
SEGONO & MEZZ. FL,
TOTAL G.E.F,A.
CANOPY AREA
RET AiL
PHASE
~PRt 'A-
III
GR.
f0~C~;\;?;:ji
r /,).: ~;
I'..
: rr }.~i;~ ,
GR. f'L. ARtA= 16.500 S..F. (..':, .
I t' ','
MEZZAN1NE = 4.6-83 S.f'.I".
"1='-t...-- .. .........- --.'--v< ..,/ . -
TOTAL G.E.,:A. 21.183 s.f'.~<\:- -
~i r/ ,2
~i ~;~;::: . . . .' .;.-ff}';"~
MEZZANINE . - . --- ------ 1")-', -.-. //.'f." "..;
~"~-"'}~~F7~~rf?I~~'r/\fi%~
STORE 'a'
(OLD NAVY CLOTHING CO.,
f'l. AREA= 15,015 S.r.
'eo
~
ceo
9
~
ROOf' .. BELOW
218'-5"
AREA
SECOND
PUMP RM. &
MAIN ELECT. RM.
321 S.F.
=
=
=
FlOOR
_____.J
44.995 S.F
10.090 S.F
55,085 S.F
600 S. F
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I I 11 II
II ~\ 4 n wIDE STR1PES 1111
Ii. . Lc. PAI~'TED WHliE -t, .Lj
I ! '{I \ \
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ll: STROLLER
H P~ SPACE
L:::::::.3
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--~-:-I"- ~ . ... 1.'-.--'. :~~
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-4
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-I _.9_~~:\.~~~_J I PRECAST CONC
-----------------<::'~------------- ./ WHE~L SiO:>, (tVD
9 ~, I /
;,..,: s OVE~~~~~__../ L--
~~~~----- . ~
"co
TRACT "60,.... LESS THAN WEST 2.50 FEET THEREOF AND TRACT "8" ALL OF - DONED
SUBDMStON", ACCOR~Nc TO THE PLAT THE:REOF. AS RECORDED l~ ptAi eOOK
'38. AT PAGE 5, OF THE PUBLIC RECORDS or DADE COUNTY. FlORIDA
LOT 18, BtOCK 1. lESS THE "S0\JT.10:00 FIET THEREOF AND
LOTS 1 SAND 16. BlecK '2, LESS THAN SOUTH 10:00 fEET THEREOF AND
LOT. 6. BLOO< 2. LESS THE :\lORTH 10:00 FEET THEREOf, ALL O~ iHE
BRlTAN SUBDMSION". ACCORDING TO iHE?LAT THEREOF AS RECORDED
IN PLAT BOOK 7, AT PAGE 1 j or: THE PUBUC RECORDS OF DADE COUN1Y.
LOTSt 2,.>,4.5 ~ND 7, l{)7S 17, 18, 19. 20\ 21 AND, 22 AND
LOTS 8Tl1RU 14. lESS 1HAN WESi 66,30 fEEl THEREOF ALL . IN . BLOCK 2 AND
ALL Of THE 11,00 FOOT ALlEY LYING EASTERLY OF SAID LOTS 8 i'HRU 14
tN SAID,SlOCK 2.. ALL OF THE ABOVE DESCRtSED PARCEL L Y1NG IN
"AMENDED PlAT OF BRlTAN'S. A.CDmON' TO OJUS, FLORIDA-,. ACCORDING
TO 1HE PlAT THEREO;:- AS RECORDED IN PLAT BOOK 19, AT PAGE 24, OF THE
PU8t1C RECORDS OF DADECOUNn'. FlORIDA
iOG[111ER WITH:
70GEiHER . WITH:
TOGETHER WITH:
-olo
ALL THAT POR11ONOF N,E. 192ND STRtI1. AS SHOWN ON SAiD PLAT OF
-AMENDED PLAT OF BRlTAN'S ADDITION TO OJUS, FLOR1DA..., BoUNDED
ON THE EAST BY THE NORTHERLY tXTENS10N OF T~E EAST LINE. or SAID
BLOCI( 6. OF SAID PtAT OF "AME~DED PLAT OF BR\1AN 's ADDITION TO
OJUS, FlORIDA" AND BOUNDED OF THE WEST. f.S FOLLOWS:
THE SOUTH HALF OF SAID N.E. 192ND STREET BY THE NORTHERLY EXTENSION OF
THE. EAST tiNE OF THE WEST 66,10 FtEl Of SAID tOT 8. BLOCK 1 AND THE NORJl1
HALF Of SAtD N, E, 192No, STREET 8Y THE SOUTHERL ~ EXTENSION Of THE EAST
UNE OF T~E WEST 66.30 FEET Of SAID LOT 14. BLOCK 2 ALL Of SAID PLAT OF
"A'*1ENOED PLAT O~BRfiAN'S ADDITION TO OJUS. FLORIDA
FLORIDA
,--~
12"
"'
.,..
080 GA. ALUM, S'G~
WHITE O~ GR~EN
MASONRY SCREWS (rvP)
(OPTIONAL WALL ATIAC~MENT)
S~T METAL SCREWS (TYP)
(OOLE ATIACY\-1E~T)
BASY STROLLER PARKING
S1C~ (SEE DETAIL)
2" )(2" xc.
54"
TUBE
B
:,-;
l :=:. 1
I - -. ~
LJ ~
A
2" ".(2" )(0, 154" TUBE
HANDICAPPED' PAt;!I<ING
SIGN (SEE DETAfL)
~~
ALL .THAT PO~T10N OF N.E. 193RD STREET AS SHOWN ON THE FOLLOWING
DESCRIBED PLATS: "NORTH BlSCAYNE ACRES SECTION 2n. AS RECoqOEO
IN PLAT 800K. 40, AT PAGE 98. "AMENDED PLAT OF BR1TAN'S ADDITION
TO OJUS,F'LOR1DA", AS RECORDED IN PtAT BOOK 19, AI PAGE 24.
"OJuS GARDENS"', .A.S RECORDE0:1N PLAT 800K 10, AT PAGE 58 AND
"OONED SVSDMSON", AS RECORDED IN PLAT BOOK 138, AT PAGE 5,
ALL OF THE PUBLIC RECORDS O~ DADE COUN'iY. FLORIDA. BOUNDED
ON iHE WEST AS FOLLOWS: .
"THE SOUTH HALF OF SAID N,E. 193RD S,~EET8Y THE NORTHERlY EXTE~$10N Of"
THE EAST UNE OF THE WESt 65.30 F'EEi 0" SA~D LOT 8, BLOCK 2 AND iHE NORiH
HALF OF SAID N. E. '93RD SlREET BY THE SOlJi'HERL Y EXTENSION OF THE EAST
~L~T OF "OONED SUBDIVlSON"
UNE OF THE WEST
LINE OF TRACT .C"
TOGETHER wl1+t
A. TRACT or LA.NO BEI~G IN SECTION 3, TOWNSHIP 52 SOUiH. RANGE 42 EAST(
DA.DE--COUNTY, ~"LORIDA, BEING A PORTION OF N,E. 193RD STREET AS SHOWN ON
SAID PLAT OF "AMENDED PLA.T or 8RITAN'S ADOl11ON TO OJ\JS, FLORIDA",'
ACCORDING TO lHE PLAT THEREO~ AS RECORDED IN PLAT 800'< 19. <<\T PAGE 24.
OF THEPUSUC RECORDS OF DADE COUN1Y. FLORIDA AND A PORTION OF TRA.CT
"H" OF "AVENiURA-fOURTH ADDfTlOllt ACCORDING TO THE PLAT THEREOF AS
RECORDED iN PLAT 900'< 116, AT PAGE 34, OF THE PUBLIC RECORDS O~ DADE
COUNlY. FLORIDA, L YfNG SOUTHWESTERLY OF THE UMITED ACCESS
RIGYT -OF -WAY UNE FOR STATE ROAD NO, 852 AS SHOWN ON FLORIDA
DEPART\o1ENT OF TRANSPORTATION RIGH-or -WAY MAP FOR STAiEROAD 852.
SECTlON 87013-2510, SHEET 2 OF 4, DATED 5-4-81, BOUNDED ON THE
WEST~ THE EAST LINE OF TRACT "e' OF SAID DlAT 0:; "DONED
SUBDlVISON"AND rrs SOUiHERL Y EXTENSION, BOUNDED ON THE SOUTH
BY iHE NORTH UNE 01:' BLOCK 5 Of SAID "AMENDED PLA.T OF BRtTI\J'l'S
ADDITION TO OJ uS. FLORID6," AND BOUNDED ON THE E.\ST BYi'HE
NORTHERl v EXTENSION Of THE EAST LINE OF SAID 8LOC~ 5,
lYING AND BDNG tN THE CIIY OF AVE NTJ RA. DADE COUNIY, FLORIDA
AND CONTAINING 15,87 b,CRES MORE OR LESS
2.50 t"EET Ot" SAID TRACT "A" OF SAID
OF SAID PLAT 0::- "DONED SU30MSON,"
,
'0
I
!'
,
'0
,
"'
'lO
I
,-
(
I
1
I
i
I
I
~
:;,,~/;, .;$,}f I
':'h.,,~. ~.
t,.,~ . , ;'''> . I
.. "t'" '"
l_~_ I
~~~
-~V :
~_~_~I
------
I
-"
\0
I
'Ir
.;
(~
_5M
i
,.
080 GA. ALUM, SIGN
WHITE O~ 9LUE:
MASO~RT SCREWS f-.yP\
(OPTIO~AL WALL A~ACHME~T)
(jYP)
pr~ SPA
15% ::!:
SHT METAL SCREWS
(OOLE A iTACH\-1ENT)
7
6
5
8.
~
>\LLOWED: 40% or 558,778 == 222.579 S.r
ACTUAl: 135.731 S.F, / 555,697 S,r '" 24-,~
P~R'<lNC:
"AR. ALLOWED
".A,R,ACiUAl
TOTAL LANDSCAPEt
RmUl~ED = 14% +
iOTAl PAVED AREA:
(PARKING. LOADING. DRIVES, SlOEWAL I(S & DECKS)
556.697Sr - (135.731+ 89,268) == 331,680 Sf'
HOTEL . 166 ROOMS
20 E~PLOYEES
OmCE BlDG. EXCLUSIVE PA,~I(ING REQ'D,
TOTAl. PARKlNG REQU1Rm
TOTAL PARKING PROVIDED
TOTAL Pi\~I(ING SURPLUS
,Ie (INCLUDES 25 HAND1CAP.PED .\-
BANK 5,000/250
RESTAURANT 5,500x67r.~1/S0
VET SiORE 5.000/300
RETAil: (T~7Al GROSS AREA 116.129 SJ,)
TOTAL RETAIL PARKNC (116,\29/250)
n5,
iOTAL 1 STOR~ FLOOR AREA.
TOTAL 2. STORY FLOOR A~..A:
TOOTAL HOTEL 3rd 7!-lRU 5th
mRMUIA
No ~LOORS
TOTAL l.O.$. REOUIR~D: 556.597 x 15.5% "'" 86.288 SJ
PROVIDED :: 39,2568 SJ./556,697 :: 16,.47.
0.40
159/ 556,697: 0.40
f
15.5%
f'L AREA.
35,731 ~ 1 + 28,692 x 2 ... 56,124
135,731 + 28.692 -+ 56,124
361.4.87 =1164 ::1000S!
220,547 I" ~I. " !
8 STROLLERS
RECAP
\OrAL gUllDl~ COVEf\AGE
TO;~l LANDSC~PE AREA
TOTAL PAVED "REA
iOTAL
?A.RI(I~G DROV1D~D
CONSTRUCTION PI1ASE
CONSiRUCnON PHASE
CONSTRUCTION PYASE
CONSTRUCTION P'"\ASE
TOTAL
COVERAGE
REI All
9.~N1(
RESTAURANT
V[T, STORE
~OTEl
~
(59,587.)
103
5
HOEl SITE DARI(ING
RETAJl sm: PARI(t$
BANI( SITE PARI{IN\;
~ST AURANT SITE PARKING
35,731
28,692
56,194
S,!='
SJ
s.::-
3
SOACES
702 SPACtS
716 SPACES
14 SPACES
20 SPACES
74
11
~
465 SPActS
OS
18
24,.)87-
16.04%
59.58'-
100;007.
99.976
5.000
5,500
5,000
20,255
35.731 SJ.
,Ie
155
465
45
40
6
-;
SPACES
- -;;-..
TOGETHER
lOTS -'8
ALL or
lOTS
lOTS
LOtS
-,
>;;., --
--:--- .
- ..J.,-..-~
l::-. . ,
t~-
.. f-~
I -~---
r --
! ----,.---
t--~
---...
. ....,-
r........ .... --.--:-- ------ _.~
i TOTAl. EXlSTlNG. ·
: PAAKlNG:142 SPACES ~
.~ ...............-:;---..--------.
: ~ . ~r'.- . < t ! 1
;: I -.f. J '-'J ,; i
~, 1 I.'.' ~r t.
. ;~l' ~ ' ,L.J ;- f
~ ; 1 \'
: i 1 ( ~ "1
,
"<l: -"';
..; ~"
- ,. .; I . ~~.~>~.-, -.'..:.' --~4.~.~_~. . _ :
. . . '''_'>0" '. ______ ______ '_
" ..;;-; > r Ii. .. _ ~ ' "
""--,' r I . '.. I , . ... , ~'~'.. ....
., · I , , , , . '-- .
I"',: , I " '. ~ t '.." .' '~'...."..
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j IiI · 'A ,_ , , -.....",
, . --....... - -.....",
. .; .~.~
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TOGtTHt:R WITH'
THmJ
THRU
THRU
-
t'
\
7. lOTS 1 19 A AND BAND
~ >;.,. ..'r '
tMRV14.lESS THE'WESi'S%.lO rro THEREOf AND
THE 1-1,00 F'OOTAlLEY l~NC"EASTERlY, or SAID LOTS
wmt'
;......
12 BLOCK
12 BLOCK
--
,
~
"
5.
5.
6 AND TH'E
I
j
~
;
"
1
~ ~-~:~
~ i
, j
: I
. I
5,
7.
AND
0.00 ~1
-
lOTS
ALLEY IN SAtD BlOCKS
--.-.--------------------
S'<ISi'C CURB&: ~ 10 ~ "__ __
~ .
!
\
\
,
-\.-
8
THRU
14. . ALL IN BLOC'<
5 .~ND 5.
........,.
'"
TOCETHER
ALL T~AT.roRT~ON OFN.E, 28TH. AVENVt SOUNDED ON THE NORTH BY THE
WESiERl y EXiE~S10N Of 'fHE NORTH-tNE OF SAID BLOCK, 5 Ai\tD 8OVN1)E1)
ON TI1E SOUTH BY THE WESTERlY EXTENSlON or: THE SOUTH LINE SAtD
BLOCK 6,ALL OF SAlD PU\T OF MAMENDED PLAT OFBRlli\N'S ADDmoN
TO OJU$. flORID1\. '
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LANDSCAPE LEGEND ON SHT LA-2
EXISTING TREE LIST ON SHT. LA-3.
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TREE TRANSPLANTING NOTES ON SHT.
.......
S'JFO - \2
HJ-'\PA'" 2-
TREE \.0Clm0M
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. . Washingtonia Palm
l.~ Wedelia tr:il~ta
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PTEL
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QOVI Qu~rcus virginia.~a
Li ve oa.lt:
PSBA
JACO
SAPA Hamelia patens
. . Firebush
TA..f.iE Tabebuia heteropb.ylla
. . Pi~l( Trumpet Tre~
TACA Tabebuia
. Silver
PCo/.A
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SCTR
RORE Royst~~ia regia
.Royal Palt:\
ILCA
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. . Crown of ThOrM
C?AS
S~I Strelitzia nicolai
. White "'Bird of Paradise
PHSE
E"'Jro Eugenia foetida
COES
IXNG
COVA Codiaeum variegatum
. Croton
ceDI Coccolobe diversifolia
. . Pig~n plurr.
aY' P!.A...'n' W\.~
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ALDD Allamanda catha:'-=1ea
var. Dwarf Disco~
COBO Cordia boissieri
White Geiger
CHIC C:~ysobala:1US icaco
Tip"
. . Coc~lum
CASU Cassia suratte.~sis
Grey Stem Cassia
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Spicewood
BUS I
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. . Wax Jasmine
PLANT LEGEND
Ptychos~_~.i>C\ elegans
Solitaire Palm
Psycho,tria
Ba..""1amas
Podocar?us macrophyllus
. Maki Yew
Ixora
Crinum asiaticum
. . Gia..~t Spid~r Lily
Swiet.e.."lia ma.~goni
. West Indies MaMgony
Il~:r. cassin'!!
Da..~n Holly
Conocarpus eredtu~
serieeus
..Silver Buttonwood
Sch'!!ffl~ra arbicola
var Trin~t:.te
Pentas lanceolata
. . Pe..~tas
Philod~:1dron
wodyetia bifurc:ata
. . Foxtail Palm .
Zamia furfuracea
. . Car'dboa-.-(l Plan~
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. . Gumbo Limbo
..
Myrc:ian~es
"Simpsoni"
. . S i rn?son.s
Livistona chinenSis
Chinese Fa."1' Palm
caraiba
Trumpet Tr~
lA-3.
baha~nsis
Coffe~
fragrans
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selloum
palle:lS
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SEE SHT.
LA-2 FOR PLANT LIST & SPECIFICATIONS
LANDSCAPING SPECIFICATIONS
PART 1 - GENERAL
1. 1 SCOPE
-").. Provide all lobor. rooter loIs, equipment. water Ing. supervision.
ond work necessary to complete work in accordance with the
intent of the landscape plans, schedules and these specifications.
The extent of work is shown on the drawings which is part of this
documen t.
," -' '~,:'" .~',;"
1.2 SUBSTITUTIONS
A. Only materials specified will be accepted, unless approved in
writing by the Landscape Architect in advance.
1.3 PLANT SIZES
A. All plant sizes shall equal or exceed the minimum sizes 0$
specified in the plant list. When plant sizes ore specified os
o range of size. installed materials sholl average the mean of
the range specified. Plants sholl be measured following
pruning. wi th the branches in normal posi tion, All necessary
pruning sholl be done ot the time of planting,
! '
1.4 PLANT QUALITY
A. All plant moterlol sholl be equal to or better than Florida
No. 1 os classified by ~Grades and Standards for Florida Nursery
Plants" by the Division of Plant Industry, Florida Deportment
of Agriculture. They sholl hove 0 growth habit that is normal
for the species; healthy, vigorous, free from insects, disease
and injury.
L
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1.5 PLANT QUANTITY
A. The plant quantities shown on the plant list ore to be used
only os an aid to bidders. In the case of discrepancy between
the plant list and the plan, the plan sholl be held valid.
1.6 UNIT PRICES
A. The succesful bidder sholl furnish to the Owner and the Landscape
Architect 0 unit price breakdown ~or all materials. The Owner moy
at his discretion add to or delete from the materials utilizing
the unit prrce-breokdown submitted to and accepted by the Owner.
.INSPEctION CERTIFICATES
A. Fertilizer: The Contractor sholl submit to the Owner and
Landscape Architect documentation that all the fertilizer used
for the project is of the analysis specified and placed at the
rates specified.
t
GRADING
Rough Gradinq: All areas to be rough graded to within three (3)
inches of finished grade by others. All construction debris to
be removed by others,
B. Fine Grading: All areas lo be planted, mulched, or sodded
sholl be raked by the Contractor to remove all debris 1- in
diameter or larger.
CLEAN-UP
A. Upon completeion of the work or any mojor partion of the work
or os d i r ec ted by the Landscape Ar ch i tec t. 011 debr is and
surplus material sholl be removed from the job sileo
1. 10 MAINTENANCE
A. The Contractor is responsible to mQint?i~ the plantings until
they ar e occep ted under the pr ov is ions 0-'- 1: l1-C .. ACCEPTANCE" ,
1. Plants: Begin maintenance immediately following the final
plant installation operation far each plant and continue
until all plant installation is complete and accepted.
Maintenance sholl include water ing all plants. weeding,
mulching. pest control. tightening and repoirin,9 of guys,
repair Jng of braces, removol of dead growth, resetting of
plonls to praper grade or up-right position, restoration of
plant saucers. on~,other necessory operations as determined
by the Landscape~,..chitecl and good nursery practice,
2. T u r fAr e as: 8 e 9 j n ma i n ten 0 n ceo f t u r f i mme d i 0 tel y f 0 1 low i n g
the placement of sod and continue until sod installation is
. complete and accepted. Maintence shall include, but not be
1 imi ted to. woter ing, level ing, mowing, weed and pest control.
fungus ond disease control, and other necessory operatIons
os determined by the Landscape Architect and good nursery
practice.
3. Watering of Field-Grown Plants: The following water schedule
and QMounl of woter per application sholl be followed during
moinlenanee period. [f climatic or soil conditions warrant
.... '... ~
a varlotion of thIs schedule. the Contractor sholl be
(espon,i~le to notify the Landscape Architect and receive
his opproval. All field grown plants sholl be watered once
doily fa" the first week after planting; every other day for
the next week; and twice weekly for the third and fourlh
week,
The followi~9 amount of water sholl be applied at the base
of each plant at each watering:
up to 4 inch trunk col iper for trees
and large shrubs
10 gallons
- 'rom ~ to 8 inCh,caliper
25- go lions
50 gallons
~9 inch and up caliper
c;4!(J.~tol::,,"'_A,:p.;-Ql~~t"1OY t)e accepted in segments if the work is
'.'exlensive (jrlought()Ji.istify segmanted inspection and acceptance.
If "0 pr'oJaot. ~Is':t~. be' ,egmQnled, segments sholl be recorded
oo"the ,drolVln9' .Of" Irt"olh.er reasonable documents. If segments
~te not. so deslgf1o'te'(j' dur Ing negotiation. the work will only be
oe<:ep led into to 1 when 011 'Nor k is camp I e ted,
B. Inspection: (nspection of the 'Nork, in this Section, to
de t e r rn i n e co mp let 1 an 0 f c 0 ITlp let ion 0 f con t roc t wo r k ex c 1 us I ve
of the possible replacement of plants and lur f, wi 11 be made by
the Landscape Architect at the conclusion of the maintenance period,
upon written notice requesting such inspection and submitted by
the Contractor at least ten (10) days prior to the anticipated
dote. The c9ndition of the turf area will be noted and
determination mode by the Landscape Architect os to whether
maintenance sholl continue.
. C. After inspection. the Landscape Contractor ',.,ill be notified in
writing, by the Landscape Architect of acceptance of all work,
of this section. exclusive of the possible replace~~nt of plants
subject to guorantee or if there ore any deficiencies of the
requirement for completion of the work. Turf mainlenance or other
work remolnln9 to be done shall be subject to re-inspection before
accep lar'lce.
1" 12 GUARANTEE
A. Guarantee all plants for sixty (60) consecutive colander days
(CeO) from the dote of acceptance, Guarantee oaks. sobal
pol(f~tto', and cocos spp. or equal for 0 per lod of three hundred
sixty 'lve (365) CCO. Guarantee sholl commence from the date of
written acceptance. Plant material which is on the site and
seheduled to be relocated is not covered by the guarantee except
in the ca,. 0' Contractor's negligence or work that has been done
In on unworkmon-like manner. The Contractor is not responsible
for 1 0 $ , due loa c t s 0 f god. van dol ism, 0 r the f t.
REPLACEMENT
A. Replacements sholl be made during the guarantee period os
directed by the Landscape Architect. At the end of the guarantee
perIod, on inspection will be made by the Landscape Architect, upon
written n~ll~e requesting such on inspection ond submitted by the
Contractor at least five (5) days before the anticipated dote.
remove from the site all plants that are dead or in a state of
unsatisfactory growth. os determined by the Landscape Architect.
Replace these and any plants missing due to the Contracrtor's
'neglegence os soon as conditions permit.
"\
1.
I
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Materials and O~a(~ljons: ^lllreplacemenl plonts sholl be of
the same kind and ,.tl,~.,as indifated on the plant list. The
Contractor sholl supply and plont the plants os specified under
plantIng operotions. I
Cost of Replacement,; ^ sum S~ff icient to cover the estimated
cost of pOSSible replacements, 1 including mater ilal and labor wi II
I
be retained by the Owner ond P?id to the Contractor after all
replacements have been satisfaftarily mode and approved by the
Landscape Architect. 1
/ , PLANT NAMa " ' SlaB'
~~~.~....~-_._~......... ....-
Sh~~dded Melal~uca Muleh sprea~ ..;.:... ;hi~k" i~~ ;ii -..
· -, (Grade B) " ahxubaog. 'g'l"QUndcOvex-
bed$, exqep~ w~delia
:& 1~ de~~~~qer we~d
. ba;rl'iar qlpth,depth
tn~ a$\1ied" ~~,:~~ e r. set t 1. ir:g
'axc~~ate ~,~em~v~
<:omp~(:ted ,
tilt ~ pla<:e planting
solI. ,,' .
OV~t all ahtub ,
gr()\1ndcove~
~bed$1 tl~~h wI' top of
curb
or pavern~nt.. 121. deep
tor '
shr~ba; 8~'ddep for
ground.. .
cov~t; 4- ~~~p tor sod
2.
PART 2 - MATERIALS
P,lanting soil
..10' silica sand
JO\,gvergladespeat
2, 1
I
I
Pia n tin 9 So i I : i G en era 1 Pu r po S Ie Pia n tin g Sol I
composition n9ted in lhe plans measured by
I
1
I
B. Special Planting Soi I: Sholl Ibe of 0 composi t ion noted in the
plans. measur ed by vo I ume and Ii ns to II ed wher e no ted in the
plans. I
I
I
FERTILIZER i
A. Fertilizer for trees, shrubs, 1& groundcovers, and vines sholl
be as follows: LESCO 8-10-10, : SuI fur coated wi th iron and
other minor elements and maximum of 2% chlorine or brand
with equal analysis. The ferl1ilizer sholl be uniform in
composition, dry and free flo~ing and sholl be delivered to
the sit e I nth e 0 rig i no I uno p e:n e d con t 0 i n e r s , be a r i n g the
manufocturer's guaranteed anallysis, Fer ti I izer for sod and
seeded areas sholl be 8-6-8, ~O% orqanically der ived ni trogen, or
equal. Fertilizer for palms s:holl be LESCO 13-3-13 Palm Special
or equal. i
I
WAfER I
A. The Owner sholl provide potable water on site, available from the
o va i I a b I e fro m the , tar t 0 f p Ii ant i n 9 , as r e qui ,r e d by the
Contractor. The Contractor i~ responsible to ascertain the
lac 0 t ion and 0 c c e s sib i 1 i t Y 0 fit he 'Na t e r sou r c e .. The Con t r act 0 r
is r espons i b I e lo. pr ov i de the lmeans 0 f d i s tr i bu t i on (1. e. wa ter
t r u c k . h 0 s e s , e t c,) for d i s t r il but ion 0 f 'No t e r tot h ear eo s 0 f
planting. If water volumes a~d accessibility are not satisfactory
tot he Con t roc tor, i tis his r. e s p 0 n sib j lit Y ton e q 0 t i ate
acceptance terms with the own1r prior ta signing of a contract,
MULCH I
A. Mulch sholl be os specified i~ the plant list. 'Jniformly
shredded and free from large ~ieces of bark and foreign motter.
I
PART 3 - [NSTALLATION PROCEDURES :
LAYOUT I
A. Ver ify location of all undergr10und uti I i ties and obstructions
p r i 0 I" toe x c 0 vat ion. Lac <J t e 1 e w pia n tin g wh e r ,e con s t r u c t ion
below grade or overhead are e countered or necessary adjustments
only after approval by the La dscape Architect.
I
at.. 9' tall
i 1/2" caliper
13&8
PLANTING SOIL
A. General Purpose
shall be of the
vo I ume.
2. 2
Planting Soil
..35tSillca Sand
..35t Canadian Peat
. .20t Pine 8ark, lot
Dolomite
Prepar~ la~.deep beds
for 8UM!, P8LA; 4 ALOD
. at. Augustine Floratam solid Sod
wa~ We~d Barrier Cloth
.:p~o 5 by DeWitt
~~.'_. ,~,."---..
SITE PLANT LIST (SEE SHT. LA-3 FOR MARRIOTT COURTYARD PLANT LIST
<:try tJt
KEY
PLANT NA.\18
-.__A_~_____._.___.____.
13
-........--... .......
230 cy
COOL Coccoloba diversitoli~
. . Pigeo1n Plum
,2000 cy
C08S Conocarpus erectus
sericeus
. .Silver Button~ood
COVA Codiaeu.m variegatum
. . Croton
CP.AS Crinum ,asiaticum
. .Giant Spider Lily
EUFO Eugenia foetida
180 cy
EUMI Euphorbia milii
, . CrO'"o/Il of Thorns
HAPA Hamelia patens
. . Fi rebush
22,800 sf
install where sp~~ified 4600 sf
Qvex:lap s~ama 6" I 4 pin
,edgeS' "milt. of <II o. Q.
ILCA Ilex cassine
. ,DahooIO Holly
ALOD Allamanda cathartica
..var. Dwarf Discovery
1 gallon ca,o,
.12 It X 14 It '.'
i(l$tall' !n'o~Qed
bal'I''t"er cloth ..
2.3
aust Bursera simaruba
. .Gumbo Limbo
~
l~t. 11Jtall x 8'
spread
N, min. 4" ~al.
61..1'c.t.
CAPA'Calyptranthes pallens
,. . Spi~e'.iood
11"8' tall x 4'-5.
spread
a 48
CASU Cassia aurattensis
..Or6Y Stem Cassia
c~tc ~hrysobalanus lcaco ~Red 3. _gallon cart~
Ti~~ 24~x la~ ~
. · .Cocoplum tuil
2. 4
tp. ~.~ talli8&9
3.0
CQ80 Cotdia bOissieri
. . White Geiger
3. 1
3. 2
HERBICIDE TREATMENT
A, In all areas infected wi th we. d and/or grass growth, a sys temic
herbicide such os roundup. sh 11 be applied per manufacturer's
rates. When i t has been e~ to 1 i shed wher e wor k wi 11 be done,
the systemic herbicide sholl e applied in accordance with
manufacturer's labeling to kill all noxious growth. Contractor
sholl schedule hi, work to 01 ow more than one application to
obtain at leost 95% kill of urldesirable growth, Contractor
s hall ex e r cis e ex t r e me cor e l ~ pre v e' n t do ma get 0 des i rob I e
existing growth, If necessor~, Contractor shall conduct 0 test
to establish suitability of pr!oduct and applicator to be used
on this project, pr ior to excicutian of the fu 11 appl ication.
8, When specified in the plans, J pre-emergent herbicide such as
Treflan shall be oppl ied afterl planting,
I
PLANT PIT EXCAVATION AND 8ACKFILL~NG
A, Trees: The diameter of the pljanting pits sholl be at least two
feet wider and one foot deepe~ than the size of the root boll.
80 c k f ill the pIa n tin g pit, u t ji: I i z i n g 9 e n era I pur po s e pia n l i n 9
soil (50%) and soil from the ite which all course debris :-
in d i ame ter or lor ger has bee removed (50%),
8. Shrubs and Groundcover: Shru~s and groundcover sholl be planted
in 0 soil bed of general purp~se planting soil to the depth
not e din the pIa n s . I nor e a s i wh ere p lac e me n t 0 f the s 0 i I bed
on top of existing grade will icreate grading and/or drainage
pro b 1 ems, the Con l r act 0 r s h alIi e x co vat eon d r e mo vet h e ex i s tin 9
sol I and replace to praper filnish grade wi th the planting soi I,
I
WATERING-IN ~
A, Water in plants by thorough s aking of the ent ire root boll
i rllme d i 0 tel y 0 f t e r pia n tin g. lor lor get r e e s a In d s h rub s ,ad d
water while backfilling hole ~o eliminate any oir pockets in the
soi 1 oround the root boll. I
8, 'Naler shrubs, sod, and ground1over 0 mInImum of once dai Iy unti I
on irrigation system is fully loperalionol. Water for trees and
other large field grown plant~ sholl be supplemented by hand
watering in addition to the i~ri9ation system, os specified in
1. 10 (A-3).
3. 3
3. 4
3. 5
FERTILIZING
A. Add fertilizer on top of the surface one (1) week afler planting
of each segment of the job ofter soi I has beenl well moistened,
at the following rates of application:
v
~ <1 <J ~
<J~ 171
'\l \]~ ~
1. Trees & Large Shrubs: One (1) pound per inch of trunk
d i ame ter, spr ead even I y over the roo t ba liar eo,
2, Shrubs: One handfull per shrub. spread evenly over the root
ba liar eo,
3. Groundcover: Twelve (12) pounds per 1000 sq. f,t. of bed area.
4, Sod: Twe I ve (12) pounds per 1000 sq. ft..
immediotely after spreading.
Wash off baldes
v
3.6 MULCHING
A. S pre 0 d mu 1 c h l wo (2) i n c h est h i c k un i for m 1 yo" e r the en t ire
sur face 0 f shr ub and gr oundcover beds, dep th! measur ed 0 f ter
set t 1 i n g. Pro" ide 24" d i 0 me t e r bed 0 f mu 1 c h , me 0 sur e s fro m 0 ute r
e d <] e 0 f the t run k . for a 1 I l r e e son d pal ms ins 0 d 0 rea s , K e e p
mulch a'Noy from contact with the trunk,
<J~
<\<1
5/8- OIA~TER .f;WP CR NYLON
GUY liRE: PU..lEO TAUT, ADO
REO P\.AST Ie flAG. T~E GUYS
12Cf APAAT.
3.7 GUYING & BRACING
A. See the detai Is bound herewi th or mode par t of the plans.
3.8 SODDING
A, Provide 0 blanket of topsoi 1. free from weeds, debr is and stones
over 1" diameter. Soil shall be a minimum of two (2) inches thick
Prior to planting remove 011 stones, sticks, ets. from the sub-
soil surface. Excavate existing non-conformIng soil if required
so that level of soi I pr ior to sodding sholl be three (3) inches
below ~djacent pavement or top of curb.
I LArER 8URLAP (12- IIO€)
'..taR NYLON OR HEWP,
)- ~CH (00 NOT PILE
lIIIA.CH AGAINST 'RUNIC)
TOP fS ROO T8AlL rUJSH ., /
SllRROONO I NG GRAD(. CAR[.rUlL Y
UNTIE ~ R[WOVf ~LAP (ROW
TOP III (I ROOT8ALl.
&- DUP SAUCER
B. Place sod on moistened soil, with edges tightly butted. in
rows at right angle, to slopes. The sod sholl be rolled with
a 500 pound hand roller. On slopes greater than one in three,
peg the sod i n top I ace wit h not 1 e s s t h ant wo s t a k e s per . s qua r e
yar d.
C. Keep eqde of sod bed 0 minimum of twelve (12) inches away from
groundcover beds and twenty four (24) inches away from shrub
bed and trees,
PALM
CALIPER
GUYING
DE-rAIL
TREE
UNDER
OR
6"
D. Completerd sod sholl immediately be watered sufficiently to
wet the soi 1 to at least two inches below the bottom of the sod
strips.
N. T. S.
E. A P ply fer t 1 I lz e r lot h e sod a f l e r i n i II 0 1 wa t e r i n g . os s p e c i fie d
in Section 3.5.
/"
!.
\.
."~ 8~8 (I ~i :3(11)
IXNG Ixora I'Nora Grant"
JACO Jatropha integerrima
"Compacta I'
15
JAVO Jasminum volubile
. . Wax Jasmine
LIeN Livistona chinensis
. .Chinese Fan Palm
16
, 4)...5 (11/1'6("';)
: -lU9o ~ (l~:t~fn)
, . IO()~ ll'L/ U/'l",
MYF~ Myrcianthes tragrans
"Simpsoni "
..Simpsons Stopper
NEOL Nerium oleander
. . Oleander
4
P8LA pentas lanceolata
. . Pentas
SIZE
QTY
----_._--~-.-._---------
10'- 11' tall x 5.
spread
B&B
PHS8 Philodendron selloum
al- 9' tall
single trunk
tree form
POMA Podocarpus macrophyllu3
, ,Maki Ye'N
41
261
PSBA Psychotria bahamensis
., Bahamas Coffee
3 gallon cans
24 It X 24 ,.
Gold Dust variety
PTEL Ptychosperma elegans
, ,Solitaire Palm
10 gallon can
3'x 3'
single stem
10
PTEL Ptychosperma elegans
"Solitaire Palm
a'- 9' tall
tree-form, B&B
82
Quvr Quercus virglnlana
, ,Live Oak
3 gallon can
18" spread
plant in .Need
barrier cloth
605
RORE Roystonia regia
, ,Royal Palm
3 gallon can
24" x 18"
~ (I ~/l' ,'n )
12'- 14' tall x 6'
spread
B&B
~ II(lfg/rJ)
SCTR Schefflera arbicola
1&' (,./16{t7' . ,var. Trinette
-,~ '1, \
~~ STNI Strelitzia nicolai
49 (rJ..f'~' 11 . ,White Bird of Paradise
64
3 gallon can
2 4 It x 18 I' . . ,
1 ~ ~\\o"" '~f\ ) ~ 1:
10 gallon can
3.x 2'
SWMA Swietenia w.ahagoni
"West Indies Mahagony
~ (12/1~;'(~
.J.. 5 TACA Tabebuia caraiba
"Silver Trumpet Tree
,4+ ., p'/'.f/n) 'rAME 'rabebuia heterophylla
"Pink Trumpet Tree
3 gallon can
18" x 18ft
121-13. talloverall,
6' clear trunk min.
, sun-grown, B & B
8'- 9' tall x 4. spread
B&B, tree form
WARO
Washingtonia robusta
. ,Washingtonia Palm
Washingtonia robusta
"Washingtonia Palm
Washingtonia robusta
. ,Washingtonia Palm
Washingtonia robusta
..washingtonia Palm
8
WARO
~~
71- al tall, standard
B&B
~ white flower
fil~) Calypso
:it< 5<> (, Vi:.3 (1 J) W ARO
WARO
110 (12./ll)lr~
~
WETR Wedelia trilobata
. . Wedel ia
8Bo
1 gallon can
12" spread
(110) White Short~
(~ Cranberry ~unch
waBr Wodyetia bifurcata
, . Foxtail Palm
f'..DD: (IY'9h-i\ LAPI) CJ.e~lp"\\c\' p'Jk~e.r(I(r'<.\
l.)'J,'-'rf ~()'~<:"4n<.'~
~
;3 ~ +;:;.H ) st.Q,.,,)ArJ
ZAFU Zamia furfuracea
.,Cardboard Plant
\\ , >
IN5\'I.\Lt.... ~(PJ\R gC(Jf ~AF?Rl~~ C~r\ 140 I,,, H.
( 18 II 'tJ ire') A:5 r:;tif{ MN"i,J'r,\C.-'i''1) ,~~ ~ ,-:; r:e< c)
"L6H(\ S\C6\NJ\L~.z Y>>(t~ t'u)t-\~ ~.Jrf\f1,E
LEJ'\C('\\\ OF VI/,LL 1\ \* J\t'.lt^~~ }\OSl'iTJ\L
( I 2/' bI'l "l~
TOP ~ STAKE Af OR
BEL 0" GRAO€
~
DE-rAIL
A
N. T. S,
,5 REBAR. 2~~ LONC. )- BELOW
F1!ot. CRACE:, (3) 120 APART,
-~
.
..,
18~=-j
DETAIL
B
N, r. s.
5 LArERS OF BURLAP
5(2-U-XI6- WOOO BATTENS
STHL 8ANO
BATTEN
D E -r A I L
N. r. s.
ZONE DISTRICT
) gallon can
21x 2'
mature lea'/es
1 gallon can
)'- 4' tall, full
3 gallon can
3' x 2'
14'- 16' talloverall
triple trunk, B&B
minimum trunk 10' tall
16' tall overall
double trunk, each
mil ~qual ht,
100 gallon can
16'tall x 8'spread
4 1/2rt caliper, grown
from South Fla stock
24'- 26' tall overall
10' gray wood, min,
10~ cal. at base of
green
shaft, heavy trunks,
matched gray wood hts,
3'-4' tall x 2 1/2'
spread
8'-9' tall, 8&8
12'-13' tall
X 6'spread, B&B
12'-14' tall x 6' spread
2 1/2." cal. min., B&B
121-14'tall x 6'spread
2 1/2"cal.min., B&B
16'-11' talloverall
B&B
22' tall overall, B & B
18'-20' talloverall
B&B
14'-15' talloverall
B&B
rooted cuttings
3 per sq, ft,
14'-15' talloverall
B&B. min. 6' gray
wood, matched ~ts.
)'-4' diameter spread
heavy
LANDSCAPE LEGEND
BU- 2..
Gross land
(!c:-:) N:c land I Z ~ 18 (acr:) W!tu Booi~s
Llndso~t Op~:1 Sp!c: (if a;plic3:,I:)
Greenbelt Width (if applic3ble)
209
48
331
8
r 1~ (/i/16ft/)
39
27
217
2
19
29
22
13
19
4
2
24,200
45
j'2 U(IZ!lS/n \
\...,
REQUIRED PROVIDED
(!cr~)
8(" "0,1/
I
Tr~:i
Lawn Area (As defined in Ordinance)
Tlaes per Net Lot (~2.1.. per"' o..<--r-t,)
SCrt!tt THt!S
TOT~ ~aER OF TRE~S
. YJ ar~ na:i...~ (., f
i"~.t. ~)
2.. 82-
4,
:3 2..1-
J q-'4-
Shrubs (1 sr-l-'J()) fvr t!ch t::: r:q'J~r:d)
. -8...1:::::-% ar~ r.a!i...~ (f,\f "r"e~. '#)
p~,,.,, s 307, o~ +<lt~t +("'~e..,
L3\'n AreJ CJlcul.uion
89.ua
I
-ill
A. Open space required per Section 33 of Zoning Code
Net lot ara3 ( 55(,) '<11 sq.ft.x J 5.5 % = 86) 6 (0 ~~q,ft)
8. Parking lot 11ndscaping required per Chapter 18A-S(J) .
555 ,'"ttt'1or ~f~.$ @. 10 ~.F 15p~<e' 5500
C. Total opell SplCt rtquirtd (Jdd A + B):s ~1.' 10 · ~sq, fr.
20
1% of A + B '" , 8 ) 4-2.2- sq, fc,
<1V
~ <J ~
<J~ 171
'\l \]~ ~
La" n 3rtl pro\idtd
D, Muimum 11\\ n 3ru (sod) pumitttd
sq, ft
E.
\j
<J~
<\ <1~
)-Z-X.. BRACES. JlO APARf, WIN..-
z.u- ST,IJ([S AT SASE, uSE 12
GRAD( rELLO- PI~ TO(NIAL aoTH
(M)S (:F STAKE.
~ T ~NS 8RO ~ BlA.AP ON TRUNK
J-12-XZ-X'- BATTENS II BANDING
AS $HOlllN AT H( I CHT REO. TO
?ROV I DE: ?ROPE R Sl.f'POR T ~ THE:
TRH.
TOP Of' ROOTBALL flUSH _I
S~ROUNOINC CRACE:. CAR(flAL Y
uNTIE AND REIIOVE 8l.;RLAP f'RC"
TOP 1/] Of' ROO1BALl.
l- WU"CH (00 NOT PILE
loIUlCH ACA INS f lR\.Nl<)
e - DE EP SAUCE R
J 8, 400
J'
FOR TREES AND PALMS OVER
18" CALIPER USE 4~X4~ BRACES
OR PALM
CALIPER
BRACING
DETAIL
N. T. S.
0fY'
~~
III.,
II-
:)0
t-~
UI
11I0
'-- I- fI:
. _ -c
~Z
v-ul
&I~,
.c.
o
11I31
__ A.-c
CI) .c'"
~ ~~
. Q>
Zl-
O'~I
0> ,.
Z-C
, . U
z.
Ii
4lC-c
.-
a. ..
en 01
8 jl
(J)
Z
o
w~~
D-<((f)
<(u~
u-
(J)LL~
ouz
zw<(
<(D-~
~(J)D-
~ ~
~ 9
0. Q.
= .J
~ ,~
~ "
z~
o it
it
~
<C
J:
o ~
u..
r--
(1)
'"
o
.,.
............
~
\L.
. i''''-^
~~
..0)
.......
;~
1&1
t.c
t! ~
-C ,..
a
o
z
<(
LA--a
i4.
~
u,
I
I
;, ,
...
"
I<~Y
1
2
~
.)
4
5
6
7
8
9
to
11
12
13
14
IS
16
17
18
19
20
21
22
23
24
2S
26
27
28
29
30
31'
32
33
31
35
- 36
31
38
1..-,",
'......"....;
..'
r: ~I
ti.
"'.
It.
,,'
..
EXISTING TREE LEGEND
SCf~NTJr(C;
Roystonia regia
Roystonia regia
Quercus virginiana
,\Vashingtonia robusta
Roystonia regia
Roystonia regia
Roystonin (egi~
\Vashingtonia robust"
Roystolli~ r~giil
Roystonia regia
Roystonia regia
Roystonia regia
\Vashingtonia robusta
Roystonea rtJgia
'Roystonea regia
Rpystonta regia
Roystonea rdgia
Cocos nuc:ifer3 $Pp.
Cocos nu.;ifers spp.
, Roystonea regia
Roystonea regia
Roys(~nea iegia
Roy:stonea regia
Roystonea regia
Royston~a regia
\Vashingtonia robllsta
"Vasllingtonia rob'usij
\Vashingtollia robusta
\Vashingtonia robusla
Roystonea regia
Araucaria h~tctophylla
Royston~a regia
Fi.;:us aurea
Budda buceras
Buci,da bu<:eras
Oueida buccrils
Quercus virginiana
Chrysalidocarpus lutescens
CO~f;\fON
Royal Palnl
Royal Palm
Live OQk
\Vashingtonia Palm
Royal Palnl
Royal Palm
Ro}'al Palm
\Vnshillgtonht Pillm
Royal Palm
Ro);al Palm
Royn[ Palm
RoyalPahn
\Vashingtonb Palm
Royal Palm'
Royal Parm
Royal Palm
Royal Polm
,Co<:Of\ut Palm
Coconut Paint
Royal Paint
Royal Palm
Ro)'al Palm
Royal Palm
Royal Palm
Royal Palm
\Vashingtollia Palm
. \Vashlngtollia Palm
\Vashingtonia Palm
\Vashinglonia Palm
Royal Palni
Norfolk Island Pine
Royal Palm .
Strangler Fig
Black Olive
Black Olive
Black Olive
Live Oak
Areea Palm
CA t.
2.3'
2'
2'
1.1'
1.3'
1 '
1 '
1.5 '
2'
1.5 '
2'
1.8'
1.5'.
0.7'
1.8'
2.5'
2'
1.5 '
1.5 '
1.5'
0,8'
1.8'
1.8'
1.3'
I'
I. 5'
1.5'
1.5
1.5.
1.3'
1.6 '
l.(j'
3.5'
0.3'
0.7'
1.3 '
2'
HF.fQf1T '
14'
14'
30'
SO'
1'0'
12'
12'
25'
SO'
40'
45'
40'
35'
1 ,t'
45'
50'
60' .
45'
45'
..... .,
))
14 '
50'
35'
1 S'
11'
30'
50'
45'
50'
35'
35'
3S'
45'
20'
20'
1 (j'
40'
20'
t
LIST OF TRANSPLANTS
(17) Roystonea regia
(6) @ 11'
(1) @ 25'
(I) @ 35'
(1)' @ 45'
(3) @ 50'
(2) ~ 60'
(1) Waahingtonia robusta
(1) @ 25'
(2) @ 30'
(1) @ 35'
(1) @ 45'
(2) @ 50'
'Al~('IAANSPlANTlNO NOTES:
MARRIOTT COURTYARDS PLANT LIST
I(BV
PLANT Nft.ME
Sl:za
~rv,cn
KEY'
PLANT NAME
SIZE
QTY
KEY
PLANT NP..ME
SIZE
QTY
.___~.___.'_~.__._~_________ ________.~_.__..._4._.___ ._~ ~-
19
10 gallon can
)'x )'
single stem
CRAS'Crinum asiaticum
..Giant Spider Lily
Shredded Malaleuca Mulch
. . (Grade B)
spread a" thick in all
shrub and grQtindcov~r
beds, measured after
settling
DRTR Dracaena tricolor
7 gallon can
4' - 5' tall,
multi-stem
TACA Tabebuia caraiba
, ,silver Trumpet Tree
,\0 oy
RHEX Rhapis excelsa
, ,Lady Palm
15 gallon can
6'- 7' tall, full
5
SPCL Spathiphyllum clevelandii
10" pot
62
7
Planting soil
..Jo'silica sand
30' gverglad~s peat
Excavat.Q & rept9ve
co[npacted soil to
createa. 12" <deep
bed of plant:in~'^$oit,
f 1n1s11 9J:ad~tQ;;~OP'
of cu.b ~r adj~~_nt
pavemen~.
240 cy
12'-11' tall x 6' spread
2 1/2" cal. min" B&B
2
50
>"
3 gallon can
2,' II X 18"
EUON Eugenia uniflora
. . Surinam Cherry
3 gallon can, trellised
6
THGR Thunbergia grandiflora
, ,Sky Flo',.;er
6
1 gallon can
FIPU Picus pumila
. . Ficus Vine
6'-7' tall,
double trunk
10
THMO Thrinax morrisii
,Key Tha::ch Palm
I . I
It, . $ {l'l
. I' WARO ~";ash:. ;JfJtOIll...l robus td
. ,Wa6~:~ltonia Palm
WAf' :"a shingt ~::' a rOD,;;; t,a
>f;lshingtc: ~.1 Pa:'"'
~A~O iia;i~.; .,':~tonia :.'bust<.\
,t-Jash~;,r onia Palm
3
St. Augustine Floratam
solid sed
300 sf
HISN Hibiscus rosa-ainensis
"Snow Queenl'
. . Snow Queen Hibiscus
1
4-13
10 gallon
5' tall standard
30' tall overall, B & B
5
ACWR Acoelorrhapha wrightii
. . paurotis' Palm
12'" .1.4' tall.
multi...stem, full, FO
2
24' ta:l overall, B & B
ALDO Allamanda cathartica
..var. Dwarf Discovery
3 gallon can,
12 ., x 12"
install in '(/e~d
barrier cloth
45
U/I~ r~'l ILCA-tlex-ca~:Jiml
. rDaOOCn-U9J..-l-y
J.~-.1.4-L.- ta-l.-l.-.-x- 6-!-.ap w liJ1t3d ^, 4-
B-&O
~ tall:':'~rall, B ~ B
IXNG Ixora t1Nora Grant"
3 gallon can
2411 x 1811
121
ALSV Alpinia apeciosa
"Variegata"
..Variegated Shell Ginger
7 gallon can
4' tall
18
JACO Jatropha integerrima
"Compacta II
10 gallon can
)'x 2'
9
SPR~AD OfSPOSlrrON
J2'
12',
40'
15'
10'
10'
10.
10'
20'
20'
20'
18'
14 )
12'
20'
20'
20'
12'
12 '
12 '
S'
15 '
15'
12'
12 '
10'
12'
12' ..
12'
10
25'
25'
35'
15'
15 '
16'
40'
15'
."
t
. I. Thif amowu o( g~n~rill prunio:J and thitlC\in~ of thoa' l<ta( mass shall b~ limlttd (0
oC\ly tho: fi'oo.ds th~1 art 010'<1 than soo/~ d.:ad, uottSS oth(rwls~ dic<<t~d b)' th~
Lao.d$<ap.c .t\t(hit<<r.
2. Plaill hor~s shall< bt cQUihly ~yHn<<jcl'Zal[{\sha9t with sidts appro:<.imat.:l)'
\,tcfi.;aI.Tht d~pdl0Cth~ hol. sh.all b.~u3.Ic,Oth. ~oo(batl d~ptn ptlJS \2'" unltss
tUrth.u d.ptn is rtqlJicotd to ~,ovtdt ad.:quat~dr3Jtlaif. Th~ d[am(t~t o( tht holt
shall bt a minimum oCl,P [t\C:i<t than tho: cootbal1 di3rn~ter,
3. PLANr ~.l-\TERIAf.,Slt.\tL BE PLANTED AT THEiR NA lURAL AND
ORGI~At PLANtiNG LEVEL PRIOR. TO THEIR PlACE~(ENT ON THIS
.PROJECT OR 108. WHaN LOWER!O INTO "[HE HOLE, THE PLA~lS
SHAL REST ON THE PREPARED HOtE BOTTOM SUCH TH.-\T THE
SUlU'ACE ROOTS AA:eLEVEl OR SL{GHTL V ABOVE THE t~VEL OF
THe TO? Of THE HOtG.CIU:ATE A 5Aucea. APPROXl~t.\lEt Y 6"
DE.EP TO HELP HOtD\VArE~. THE PAACT(CE Of P~UNGIXO,
BURYING. OR PLA~lfNOTHE PLANT ~fAT~R1AL SUCH THE SURf ACE
ROOTS AT THE10POF THE ROOTBALL ARE BELOW THE LEVEL Of
THE SUAAOUNOIN(J fINAL OR.ADS \VILtNOT ae PE~\UTlED UNLESS
. rr IS ~OTED OIHERWISglN lHESEit^NS~ Th-= plant.s Sh311 b~ s~t st(aiihl
O( plumb or noonal toth-= C'lt~tiooshi? ofth~i( gro\\th prior to) ((aMp'3(ttin~, Tht
lands~3p~ An:hit(o:t rt$~c\'ts th~ righ.t tQ dir~( tht Cootra~tor to uatign an)' pIlot
m~(~(i1t af't<< it has betn Ht.
4, Bl~kC11l th~ bottom two-thitds or th~ ptatltioJ hott Jnd tirml~' ump and sttt!~
b)' \\1t~ri(\1 as oadtriHioi pco;iresses, A((t( h~vin~ llmp~d and stuf<<f tho: oo~tocn
twO' thirds o(th~ hot~, thoroughl}' puddle: with watt! and (ill tho: r~mJi(\in~ o(\~.
thied of tht hot~ with soil. tJ.mping and wac~cir\:J to tliminat~ air pO~k~B,
,. S~tad 3" thkk Ia)'u of si\c-eddtd Eu-:al)ptus Ot~f~hr<lc(<! mute!\: ()\'U tntic~
a{~a oCth~ rootoaU immtdit1t'dy afttr ttartsphn(i(\~. ll\t cost of rnut,h sfutl bt
in~fu.-j~d 00 th~ (ost oe (rllospJantioi-
6.St~k<::: all tca(Upfant~d p3JroS at (h~ C\t\Y sit~ a~ p~r d~tail) endoStd, or in tho::
C3S~ of obsudt. in anodlo::r [nann~r whi(Cl \,:iltsuppoct th~ p:1fm, lho:: (I)st of
sUkin:J shalt b~ indud~d in thoa' (05t for transplanting.
1. AU wi1sttand oth~(' obj~(dooablt mat(rial ccut<td through plaClting operatioos'
and rand.s~ap. (Q{1stf1Jcc{onshaU b.:: ctmo.'td compl(ttty on a daB)' b3Sis f'ron\ tht
Job or asdlc~(ttd by th\t landsc3p.a. Acd"ti(((t. Any p3.,,~d ar~a,. ["duding curbs ,
atld sid~w3tk-J whi.:n hav\l b~.n str-:\\ n \,"itb soH, solid wast~, r~rtiliZtr or other :
wa~t. shall bt thocov&ht)'$\\~tpt.
S.Afttr palm rtmo..,a'~ m\l COO(C3ctO'. shall b.e ftspoosibttJ (0 bad~fill holes with
dtatlliU. Ih~ finbh gt.acJ..shall be! pra~((tH,..d wit~ c:<istio~ gTad(. BacktilHC\g
shall Ot don. imI'rttdi~tt~ty a~~.. tete ctmov31, or suitabl~ bafTicad~s shalt b~
pr')'iI~ed to pc~\'tr\1 inJ~rtt" lb. Contractor is r~s~osibt-r to rtturn th~ acta
dht1Jtbotd du\ttQ lr3nspfant'iC\ga(ti..-iti($ tc,)itsotigioal (ondidOCl, ICtht area was
pc.-.'lou$lY sodd~d tho! Spt.~lU of sod shall b<! us~d~ Th~ cost (Ot backfilling and ,r~.
sodding shall ~ inctut.ftd j{\ tht (on o(tr3MplantiI1i.
9. ThIt. \\'uks af'tt( tr!flSplantinl.a(1d afttt mulchiog, apply on thot SUtra(~,
e'..~nty spctad o'itC'th~a(~~ O(lhe (otic" t()O(~an, FEe (Florida East Coast
Ftrtilizu Co.) i$$321ttZ~6.8) or tqual at m. rat. oron~ pound p.er inch oCtruok
dhm~tu. Th;' cost ol(trtiHUtlo(\ $ha~t b~to~rud~d ill th~ cost o(tt~SpI3rt~iJl"
transplant
transplant
remove
transplant
remove
transphlnt
transphll1t
trallspbnt
transpfant
transplant
tr;.1osplant
transplant
t ran splant
tral1Spl~lIlt
transplant
transplant
transplant
remove
~ ao (ill' i 11 i
2
JAVO Jasminum volubile
. ,Nax ,Jasmine
) gallon can
18" Yo 18"
3 gallon can,
la I. .24" tall x.
18 I' -24 II spread
BOSG Bougainvillea spactabilis
glabra
., Purple Compact
Bougainvilla
18
----*~J..J_!_ trll_ll_ o.v,.r a 1 ~ r----l-
- o.l..--G4 Qa-);-tl;UnK-.mj.n .
, .-SUft- gl<'Gwn,- a.- &- B--
~!eN-Divi5tona C~fl€ft~
, ,c-h-ifleae"':"F-an--PaJ.m
see SHT LA-2 FOR SPECIFICATIONS
16'-18' tall overall
B&B, double trunk,
equal hta., mIl
CAAC Carpentaria acuminata
. .Carpentaria Palm
3 gal can 18"x18" min
,170
LIEG Liriope 'Evergreen Giant'
11} j tJ I~, '1
C~
. . ~~1!fft-e&~'
s.-
LIVA Liriope muscari I'Vari egated 1 gallon can
Giant" 5-7 bibs
. .Aztec Variegated Liriope
780
l3
3 gallon cans
24U X la"
full
CHIC chrysob~lanus icaco "Red
Tiplt
. . cocoplum
3 gallon can
trellised
2
PAND Pandorea sp.
.,Pandorea Vine
CHSE Chamaedorea s~ifrizii
. . Reed Palm
1711 pots
6'- 7' tall
sun-gro'v'ln
-1
PBLA pentas lanceolata
, . Pentas
1 gallon can
18" tall
Cranberry punch
137
COBO Cordia boissieri
. . Whi te Geiger
8'- 9' tall
2 1/2d caliper
B&B
2
PHSE Philodendron selloum
) gallon can
2'x 2'
mature leaves
37
r~mov~
r~lllove
tr~lIlsph1nt
trallspl3nt
remove
r~mov~
lranspl3nt
. tr~.I,l.spfa.~t
transplant
trl\l1splant
transplant
remove
remove
transplant
remove
remove
remove
remove
remove
fttlllOve
3 gallon can,
12"-14" spread
27
25'- 27' tall overall
minimum lO'clear trunk
a
PHXA philodendron Xanadu
CONG Cocos nucifera I'Green
. Malayanl'
. .Green~alayan Coconut
caVA Codiaeum var1egatum
. . Croton
14'- 15' tall overall
triple trunk, B&B
minimwn trunk 10' tall
1
3 gallon cans
24" x.2..41.t
Gold Dust variety
16
PTEL Ptychoaperma elegans
,.Solitaire Palm
"/'~ Jq7
1\ bo "
~:f t~\, ~t~t.d
" .,. 8' tJ.\l $t'JrJa~(l
I
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ALL TRA~SP(AmI!D PLANT MATERIAL MUST SURVIVE RELOCATION IN GOOD CONDITION
OR SHALL a"REPLACE.OWllH THE $A~E SPECIES AT THE LARGEST AVAilABLE SIZE GROWN COMMERCIALLY.
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PHASE
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GENERAL NOTES:
1, SCOPE OF WORK: The Contractor shall furnish 011 labor. machinery. tools,
supplies. and equipment as necessory to construct and provide an operating
system, as indicated in the Plans, The work shall include, but not be limited
to, furnishing materials (pipe. valves. sprinkler -heads, fittings, controllers.
electrical. wire and fittings, primer, glue. etc,), layout, protection to the public.
excavation, assembly, installation, backfilling, compaction, repair of road or
pavement surfaces, controller and low voltage feed to the valves. clean-up,
maintenance and guarantee. and as-built plans.
2, Contractor shall coordinate with General Contractor or other pertinent
Contractors on the job to insure that sleeves are provided and installed under
hard surfaces to allow access to all areas to be irrigated. All sleeves shall be
constructed of Schedule 40 PVC. Bury all sleeves a minimum of 24" below
the surface. Sleeve to be 2 times the size if the pipe running through it.
Sleeve shall extend 24" past the edge of pavement into the area to be
irrigated.
IRRIGATION MATERIALS LIST
ZONE LEGEND
OTY,
ITEM
KEY
ZONE GPM
as required
Schedule 40 PVC mains
(Sized as shown on plans)
SYSTEM
3, GUARANTEE: The irrigation system sholl be guaranteed for a minimum of
one calendar year from the time of final acceptance.
as required
82 GPM
Schedule 40 PVC lateralls
(sized as shown on pia ns)
1-A
4, REPAIR UTILITIES: The Contractor shall be responsible to verify the location
of all utilities by hand excavation or other appropriate measures before
performing any work that rnay result in damage to utilities structures. or
property. The Contractor shall take imrnediate steps to repair. replace, or
restore all services to any utilities which are disrupted due to his operations.
All costs involved in disruption of service and repairs due to negligence on
part of the Contractor shall be his responsibility.
as required
Schedule 40 PVC sleeves
(2 sizes lorger than pipe insert)
Flexible PVC or "Funny Pipe"
(for swing joints)
82 GPM
1 -- 8
as required
ro BE DETERMINED
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f~o;nbird UNIK Battery Operated Controller
Model #K80200
(to be located in buildi ng by Architect)
Roinbird RC - 1860AB
18 Station Con toller
J
33 GPM
1-0
5, AS~BUILT DRAWINGS: Prints of the plans will be supplied to the Contractor
for recording II as-built" information, Immediately upon installation of any work
which deviates from what is shown on the Plans. the Contractor shall clearly
indicate such changes in red pencil on the prints. Such changes shall include,
but not be limited to, changes in (1) materials; (2) sizes of material; (3)
location; and (4) quantities.
6. fhe entire installation shall fully comply with all applicable local and state
codes and ordinances, The Contractor sholl take out all required plumbing and
electrical applications and permits. arrange for all necessary inspections and
shall pay all fees and expenses in connection with same as part of work
under the contract,
~
86 GPM
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2
Anti-Pressure Vacuum Backflow Preventer
(05 required by local codes and ordinances)
1 1/2" Hardie ultra - flow electric solenoid
valves. 700 Series
6" ABOVE TOP OF
PLANT AT TIME OF
PLAN T1NG
---v1
TOP OF SHRUBS L
! I OR GROUNOCOVER
I--~/-~
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2" BELOW rop OF __,__,~ 0 !
PLANT IF 12" POP- \ Ii I
UPS ARE USED \ I l'-J
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82 GPM
1-F
19
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61 GPM
1-G
2
2" WATER METER TO BE PROVIDED
7, UNIT PRICES: The successful bidder shall furnish, to the Owner, a unit price
breakdown for all materials, The Owner may at his own discretion, add to or
delete from the rnaterials, using the unit price breakdown submitted to and
accepted by the Owner,
52 GPM
1-H
19
PVC gate valves, same size as line
(located at meter conn ection. vacuum breaker
ond valves)
i
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89 GPM
1 -I
19
j/4" water key type bross hose bibs
(located at each valve)
#5 REBAR STAKED WITH -
BLACK PLASTIC TIES
fOP AND BOTTOM
(PAINT REBARS BLACK)
8, MAIN fENANCE PEf~IOD: The irrigation system shall be maintained for a period
of 90 days after final acceptance of installation. Maintenance shall include
checking of the system 2 times per week. Contractor shall be responsible to
replace/ repair any broken or malfunctioning parts of the system including
those damaged by accidents or vandalism, Repairs shall be made immediately
at the time of inspection or when notified by the Landscape Architect.
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71 GPM
1 -,J
2
MiniClik II roin sensor t.o be located
in an area where roinf(JII is unrestricted.
FINISH GRADE ~
as required
,
AMETEC valve boxes sized as req'd,
78 GPM
1-K
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RAINBIRD WiT -22-4.0 NOZZLE
GJ T22-1.0
~ T22-2.0
~ T22-2,5
@ r22-4,O
9. The irrigation system shall provide 100% coverage with a minimum of 90%
overlap of water spray,
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9
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TO BE DETERMINED
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10. The system is design to provide sprinkler precipitation rates that are nearly
equal in each zone. Mixing of sprinklers with widely varying precipitation rates
in a zone will not be accepted,
77 GPM
l-M
r~AIN8IRD 1800 10 Series
~ 10-Q
a 10-H
" 10-TQ
. 10-F
11. All pipe shall be made of Schedule 40 PVC. except flexible PVC (or T ora
funny pipe) for flexible swing joint and Schedule 80 galvanized steel pipe for
all above ground fittings. Pipe locations shall be adjusted in the field, When
laying out mains and laterals, locate pipe near edges of pavement or against
buildings wherever possible. to allow space for plant rootballs, Coordinate pipe
locations with plantings. Bury all mains 18" below surface and laterals 12'.
Depth shall be measured to top of pipe.
OE-r AI L
SPF~INKLER
22
65
88 GPM
1-N
N,T.S,
77 GPM
1-0
o
82 GPM
l-P
12. Keep pop- up sprinkler heads a minimum of 8" from edges of pavement
and curbing, and heads on risers a minimum of 18". or os indicated in the
pans,
F~AINBIRD 1800 1 5 Series
LJ 15-0
CU 1 5 - TO
Q 15-H
C) 15-F
RAINBIRD 1800 15 Strip Series
IJ 1 5 - ES r
D 1 5 - CST
. 9-SST
RAINBIRD 5 SERIES BUBBLER
. 5H-B
89
5
89 GPM
1-Q
P.V,C. LATERAL ~
13, All heads located in shrub or groundcover beds shall be installed on a
riser as per details in the plans. All other heads shall be installed on a swing
joint as per details in the plans,
271
24
I
MARRIOTT
14, Place irrigation control wire in conduit in the same trench as mains and
under the main, ASI wire shall be #14 or larger solid copper U,L. approved
underground direct burial cable and shall be continuous with no splices from
controller to solenoid valve.
55 GPM
2-A
182
180
29
FLEXIBLE P.V.C, OR fORO
FUNNY PIPE (MIN, 18" LONG)
73 GPM
2-B
15, Valve locations are schematic and shall be adlusted in the field, Each
valve shall be in a separate valve box (10" X 16") min,). When grouping
valve boxes in grass or groundcover areas. set boxes a minimum of 12'. apart
to allow grass or groundcover to grow between them. When possible. hide
valve boxes in shrub beds. a minimum of 12" from edge of beds, Set all
valve boxes, concrete or plastic. in ground with cover flush with finish grade,
and level. with a minimum of 6" of pea gravel at the bottom of the box. with
at least 2" of clearance from the bottom of the valve to the top of the
gravel.
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FLEXIBLE SWING JOINT DE-rAIL
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16. TESTING: Notify the Landscape Architect in writing when testing will be
conducted, Conduct test in the presence of the Landscape Architect, After 011
PVC assembly is completed the lines shall be flushed to insure that no rocks,
sand, or other foreign debris remains in the lines. The mains shall be filled
with water and all outlets shall be capped and plugged, The main shall be
pressurized to 100 PSI for a minimum of one hour, No section of the main
will be approved if the pressure drops more than 5 PSI at the end of the one
hour period, Leaks shall be repaired immediately and the system shall be
re-tested until found satisfactory by the Landscape Architect.
: .1
AN T1- SIPHON PRESSURE
TYPE VACUUM E3REAKEr~
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UNION
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TEST COCKS
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AMETEK VALVE BOX OR EQUAL
FINISH GRADE '.T~ III IT
-'II 111=
, 'I I
1-
ELEC, SOLENOID VALVE
(in plastic valve box)
GATE VALVE
(same size as meter)
VACUUM BREAKER
(as specified)
WATER METER
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2" GATE VALVE
IN VALVE BOX
I I rn:lIyni- -~r
111--111 ;
'-"'- I
12"
_,_____J___
SOLENIOD VALVE
GATE VALVE
ALL AGaVE GROUND
PIPE AND FITTINGS TO
BE GALVANIZED
PVC MAIN
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P .V.C, LATERAL ______
6'
FROM PUMP
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UL APPROVED CON TROL WIRE
ELECTRIC CONTROLLER
TO VALVES
rj.rro~' f'"\-, <. 'r,rM'r4, , ~ m-<:>-' ,--'" ,".~' '\ ,>-< -,'<'-~\H:""'- 6" PEA GRAVE l
r"-, ,j-<:,..)-{J)-.(<.,-'r [" ''r,o<,r''>- >-"",[',}<,,>--',,"",' - -
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~.. ~,-r -0.: \..-I,~ . J....~-..---<>-....~~~../.(>-/".........:.. ~~4. 4" "\..- .
- 4" PEA Gt~AVEL
MINI-CLlK II RAIN SENSOR
(install where rainfall is unrestricted)
AN-rl-SIP~10N PRESSURE
VACUUM BF~EAKEF~ DETAIL
SOLENOID VALVE ASSEMBLY
-rYPICAL
-
DETAIL
ME-fER
-fO
CONNECTION
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