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a,4• STREET ELL
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POP-UP LAWN HEAD
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QUICK COUPLER
-...;:~.JJ .. Jc -,..; , _,..,_.,_"' --\.~ ··--·\-s: -__ f _:.i -·----~.:'..~ ... ------~
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_GENEBAL .NOTES
1. ALL IIATER1ALS AND EQUlP!!ENT SHALL CONFORM TO PLANS. "OR EQUAL" EQUIPMENT MAY
f>E SUBMITTED FOR APPROVAL AFTER CONTRACTOR SELECTION. IF "OR EQUAL. EQUIPMENT
'·.JS APPB.OVED, APPROPRIATE CREDITS WILL BE REVIEYED-.
2. CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMESIONS SBOIJN ON THE PLANS AT THE
SITE PRIOR TO COMMENCEMENT WITH ANY WORK UNDER THIS CONTRACT.
3. THE CON'UACTOR SHALL CAR.RY ALL WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND
PROPERTY DAMAGE INSURANCE AS REQUll!ED BY THE OWNER-
4. WATER METERS IIILL BE INSTALLED BY OTHERS. POI~'T OF CONNECTION IS AT THE
METER.
S .' PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL CONTACT THE UJIDSCAPE
ARCHITECT AND THE OWNER'S REPRESENTATIVE TO COORDINATE ~L INSPE<:rIOJIS.
6. THIS l>ESISN IS DIAGB.AIIATIC. ALL PIPING. VALVES, EQUIPMENT ETC., SHOWN WITHIN
PAVED ilEAS IS FOR DESIGN CUu<IFICATION ONLY AND SHALL BE INSTALLED IN THE
PLANTING AIIEAS Iii A IIAIINER so AS TO CONFOllll WITH THE VARIOUS DETAILS,
7. THE Il!RitaTION CONTRACTOR "1IALL NOT IIILLFUI.LY INSTALL THE SPRIIIKLER SYSTEM AS
SHOWN ON THE DRAIIINGS IIHEN IT IS OBVIJUS IN THE FIELD THAT OBSTRUCTIONS. CB.ADE
DIFFERENc;;s OR DIFFERENc;;s IN THE AREAS DIIIESIONS EnST THAT MIGHT NOT HAVE
BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENC!';S SHOULD
BE BROUGHT TO THE ATTENTION OF nlE OWNER I S ADTBORIZED REPRESENTATIVE. IN THE
EVENT THIS NOTl~ICATION IS NOT PERFOBMED0 THE IIIRIGATION CONTRACTOR SHALL
ASSDME FOLL l!ESPONSIBILITY FOR ANY REVISIONS NECESSARY.
8. UTREME CARE SHALL BE EXERCISED IN EXCAVATIIIG AND IIOUING NEAR EXISTING
UTILITIES. CONTRACTOR SHALL VERlFY THE LOCATION AND CONDITION OF ALL UTILITIES
AND JIE llESPONSIBLll FOR DAMAGE TO ANY UTILITIES.
9 • TIIE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS IIOll FIi.Oii DAMAGE AND THEFT AND
REPLACE ALL DAMAGE TO ANY UTILITIES.
10. THIS SYSTEM DESIGN IS BASED ON A MINIMUM 75 PSI STATIC PRESSU&E AND THE
MAXIMUM FLOII DEMAND SHOWN ON THE IB.RIGATION DRAIIINGS AT THE POINT OF
CONNECTION. THE IRRIGATION CONTRACTOR SHALL \IEltIFY WATER PRESSUllE
PRIOR TO CONSTRUCTION AND REPORT ANY I>IFFERENCE BETWEEN THE WATER PRESSURE
INDICATED ON THE DB.AIIINGS AND THE ACTUAL PRESSURE l!EADING AT THE IRRIGATION
PDINI OF COHNEc-Il-Oli: TO THE OllNER'S ADTBOllZED REPRESENTATIVE. ,,
11. THE FINAL LOCATION AND EXACT POSITIONING OF THE ADTOMATIC CONTROLLER SHALL BE
APPROVED BY THE OW~R'S AUTHORIZED REPRESENTATIVE PRIOR TO IIISTALLATION.
12. 120-VOLT ELECTRICAL POWEl1. 'I'll THE AIJTt»IATIC CONTIIOLLElt SHALL BE PROVIDED A11D
INF:TAUl:"D BY OTHERS.
13. THE CONnACTOR SHALL PROVIDE AllD ltEEP UP TO DA!Z A COKPt.ETE "AS~UILr
RECORD SET ClF PRINTS !JHICB SHALL BE CORRECTED DilLY a.ND SHOW EVl!l!.Y
CHANGE PROM TBF ORIGINAL Dl!Alo'INGS. IEPORE THE T (ME OF THE FINAL Iii-...
SPECTION, THE CONTRACTOR SHALL TRANS PER ALL IIIFORKATION PROM THE
14.
-AS-BUILT" SET ro A REPRODUCIBLE OZAL ID SEPIA, PROCURED FROM THE LAIID-
SCAPE ARCH.ITEC:t. ~L WORK SHALL BE NEAT AND LltGlBLE.
CONTRACTOR SHALL FLUllB AllD AD.JUST ALL SPl!.Illl<LEP. BEADS FOR OPTIIIUM ,-/
PERFORIWICE, THIS SHALL INCLUDE TBRO'ITLING THE FL011 CONTROL AT IU.Cll
VALVE TO OBTAIN l1IE OPTIMUI! OPElinllG PIIESSU&E POR IU.CH SYSTEM,
15, ALL PRESSURE· l,UIES SHALL BE TESTED UNDER HYDROSTATIC PIIESSIJJIE OF
125 PSI FOR 4 HOURS AND SHALL BE PROVEN IIA!ER TIGll'I.
16, CONTROL IITRP. SCHEDULE: (MAX. LENGTH OF l<UHS}
CONTROL/COMMON NO. 14 RO. 12 NO. 10 IIO, 8
NO. 14 noor 2000' 2400' 2700'
110. 12 2700' 3300' 3800'
110. 10 4300' 5200'
NO, 8 6700'
ABOVE WIRING 5CHEDUL£ IS BASED ON THE USE OF A 24 VOLT AUTOMATIC
IRRIGATION CONTROLL.~R. WIRE SIZING IS BASED ON OPERATING ONE VALVE
#.T A TIME. SUBMIT PROPOSED I/IRING SCHEDULE TO LANDSCAPE ARCHITECT
FOR WRIITEN APPROVAL PRIOR IO INSTALLATION.
17. ALL CON'l'B.Oi WIRE (CONTROLLER TO VALVES) SHALL BE SECURED TO THE
IOTTOM OF Tl£E MAINLr,a @ l(J' INTERl'A1.S.
18, CONTRACTOR SHALL USE EXISTING SLEEVE LOCAT10NS ACROSS ROA!:&IAYS AS
SHOii!! ON PLANS •
19. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO
HAl'ERIAl. AND WORXMANSHIP FOR A i>ERIOD OF ONE !EAR FOLLCMING THE
IL-\.TE OR FT.:NIL ACCEPTA!lt::E OF TH.£ WORK.
20. •.U'ER TO THE SPECIFICATIONS FOi. ADDITIONAL INFORMATION AND IIEQUIRE·I
IIENTS.
21. CONTRACTOR SHALL SUPPLY 0'.INER Witll 6 QUICK COUPLER KEYS AND HOSE ELLS,
22. 3" MAINLINE SHALL BE INSTALLED A MIN. 36 INCHES BELOW CURB GB.ADE.
23.. IRRIGATION LA1'Elil.S JI! SLOPES SHALL BE !'!ACED UNDER BROIi DITCH.
24. "IRAICATION HEADS SBA!..L BE OFFSET FROM LATERALS RUNNING UP OR DOWN
SLOPES.
LEGEND
S1MBOT, ..
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MANUFACTURER
!funter
Hu..1.t:er
Rainbird
,:'n -:,e in-
r;;tallPd by
ur:hei:s
tla:1nbirJ.
1tiikim.
Nlbco-Scott
'te.ir..bircJ
l'a::.h1>i:.:-,i
Gi:UWO.l.d
itli1~1:,~1·a
L!:i<...o or.
eq~..a:..
---l.auco 1 .T ~l!-~
c,r <?qual
MODEL ?nJMBER/DE~CRIPTlON
I-10--090-180-360 -15, 7J 10 nozzles
I-20-090-180·-~60 -#5 2 /. 10 nozzles
1804-·SAM 15 Series !-lPR No:zz.les
Quarter. Balf, Full
New 2" Water ME-.ter in 'Brooks No .66 box
with lid. Potnt of Conr,ect.ion
Reduced Pressure f>rinc1v1~7
Be.ckflow Pre"rP,nte".' i
r· Install Per:-Detail
500 YS P't'~ssnre Regulator l
with Y Strail'.er _
'l'-136 n"'.' equa.l r~.te ~ralve (Ltne sf ze)
].1 ).VC "llUClr r.oupler
t; Ser:f.el; 1t.le·:cric. RP.mc,tz Coni:rol Val•1e
(BCMP Reb,.Q;;,~,..Zoutrol V'alve with
Pi::essur\~ ~dncP.r
I~le Ser.._t:!ij tmtamatic CL>:rtt1·olleri;; (P~\dest,.l.l ?fo1.&nt)
-~""-"• LI-~•1r, i:!on··Pressur1:, Wteral Line
"t"ltT<! ::!L ."$lS ~»-·~ssm.·e 1-ta::..n "i,h1e (2 lh or sm...U.t!c)
.f'V~ Gl ·.•.o-J !.tiJ'\gtite ka1u. LinP. (3'" e,,:-!llll31let")
..
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RADIUS
42'
42'
15'
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50
,>;O
30
GPM
2 .1, 3 .4, 7.3
2.1. 3.4, 7.3
-93, 1-85, 3.7
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'A'\ TREE PLANTING -SINGLE STAKE
\l---1° ,I ( 15 GAL. & SMALLER)
PLANTING NOTES
.
L Placement of all plants
Architect on the site.
will be reviewed for approval by the Landscape
Field adjustments may be required,
1.. Contractor shall notify the Owner's Representative at the tii:et: of
delivery of any plant material that is damaged or in poor cor.aition
in order to determin~ acceptability.
3. Submit colored photos of plant material (not under ~ontract gro..:fng)
to Landscape Architect for approval prior to delivery ~f material.
4. Remove all watering basins in lawn areas prior to seeding ~nd/or
sodding.
5. Post-Fertilization for lawn areas shall be as follows:
Per 1,000 sq. ft. apply 40# of Nu-Gro fertili.i:er granu.tN.
(7-9-4) with chelated iron.
Frequency of application:
At the end of 30 days. bO days and 90 days
6. The maintenance period will begin upon hydroseeJi~g in Lho~e areas whos~
irrigation and planting have been previously revi~wed ~nd acc~pted by
the Owner's Representative.
7. Contractor shell submit an agricultural suitabiL_ty and fertility analysi!f
of representative soil samples to the Owner's Representdtive prior t~ ~ny
planting work.
30 X 4Z l'flllffED OM NO. IOOOH ClEMINIUirf •
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~~ (24" BC>X & LAl=IGER)
~-
~// "t'//,/;' . / :f,:',{;,/ . · V ~ -----4-!YWOSE:WE:1? %~·.01_.f~ i// , GPCUND CD/FY.-
'.,; 14" • -~ , ~HIN. \.__J ½-<2!-lPLlB R.t>NTING :?~ /f/h,L/-/-r-LIMIT6 CF· ~ING ~I .·~~~~~JBS
I I ' HYDROSEEDGROUNDCOVER
'-tv ADJACENT TO SHRUB PLANTING
~. Trees anJ shrubs ~lantlngs ~ho-:m in ~onc<ete aitches on planting plans ate
dlttgrammatic only. Locate \rtit:hin fou: feet (41 ) of concret:e edge.
9. All planting ar,.,.11s as des-f_gnat""d :>n the p ... ahs tu be hJdLo·muJ.ched sh1dl
receiv~ the following Weed Eradication Pror.ertur2s prior to hydro411.ulch
setcd i.1g:
'1.) M...tnuall) r~move o1.ll exJ.stiug vege-:atiun antJ dispose of it off -s:t.te.
b.) fertili~e ull planting a~eas with 4 bal~n~ed commer~ial ,ertili~e~
vuch as ·I0·-10-10 at the rate of thr~e lm,1J.:-ed (300/ lbR. per <.<..:re
an.U Lefiln watertng pror.{'.SS.
..;.) .Ja-:er al.1,. pianti.1g areas tlio::01._ghl} Jrd cont.'.nuo~sl) :..or a nEcrioO r.,f
twu (2) week,s. A shortP.r wateri.1g pe:dcc! m,\y be permhlsable at the
di!-!cretat_iun Qf ;:,1e Own.~r 1 s Representdtiv~ if ht. ~o de;:F!rJ1 .... 1es ►.hMt
wt:ell i,ee~ gP..:roin:>tiuI) Js sufficir.P\ (o.: a.1 effett:b•P: 1:i.ll.
d .) Qj.;corid.m.e wate-i:-_ng ?,races,; for t\.i'Q (';!) da:•& anci tlw, appl.1 · Conta:r.t:
r:ont11.ct. wet,d .dL·er as .nanufer:tuLE:d by r)_·t'to at ,1_a;dmum label La;:es,
lhe Contr.:ictor shall ar.it1ly the above agent to a tl:'nting ,tr{':t of
Approximat.e:~y .. ,000 sq. :.:t. Rnd -.:he[, Pv.ilu'lte effl;",:tive ~ovetage ,-,;.:·
wef.!d s,>ecies luvolved, ·J.'he Co.1trect.r.·r '1hatl m~kc €pplic..1tioo adjust,·
me:nt. such as the inclLsL">r <:-f addit'c.1al sp1eadi ,g age<1": QC spra"ilg
tol"chniqueo 1., ocder to m..ix::.:..lz:e ~f[-'!ct __ ._.~ -1~,e c:i: th~ cont,1ct: we~d
killer speclfl ed above. .'\..Uow a rui.'11anm of four , 4). dais ,.,1 thout
j.rrig~1tion for effective -.,eec. icill
'! .) Watf':i. all rlanting area!il ~hot:oogh~y ~n<' t.Qnan:>l!'31J for ... hree (Ji
c:t.nsecuti•,e UayJ tu JA.Lur.;:.te •Jppe.: laye.:9 of ~oil.
f .) Allow flan~J.ng a::-ea fl.nrfac-=: t,, dry fo;· two f2) .:onse..-:Lt.ive. ciB.Js ~Hto -
out. the a~pl..>::ation '">f 1-r:rigetlon of 1,ai..•,ral water,
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l _., . I \_ -... --fLA.Nnt·+~ E::,N"..j<J=;LL
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--,, l"-=T E:,Ai._ L
/C' SHRUB PLANTING
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il!"ll!.Ll~iil\~'1};1~~'1J\=
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@ BOULDER INSTALLATION
HYDROSEEDING NOTES
a.) '"£he Co.1trer.tor shalJ. furni.;h all labor, materials, equipment, .!lppllances.
taxes and all other costs n2cessary for and incidental to the imit8J.lacton
uf hydroseeding, coinplete i.1 plac.e _
All :limension~ and locations shown tjre diagram site conditio,1s and bhall be
'/er1fied by the Contraci...01 befor~ f_1 1itfating work.
b .) l1aterls.ls
rlydromulch
Uydromulch additive
Hz_dro~eeJ fert i liz!!!.".:-
.;ced
<:: ) ins i:P lla Lu,1
Silva Fi bet •
·• Ecology Cootroli. M·-Hinder.
-(16-16-iJ) c;ori1me~·dal f"'!'rtillzec (;1mruoniUlll
phottphat:e).
Seed rth&J 1 ·,Je a ,lP ,, cro.:,, uf pur lty an~ g~rml ·,1at ior,
rc':b. s<:anda.rd'l of the Industry, fresJ, aml •~iab1e, .tn1
shall lleai:-.a g~Jaranteed analysis. Se2tJ :1vailv.ble
througt-: S ti: C Seeds, ~tO Alpflonse; ~an.t1 Barl-,a1.:.:-_.
r.alitornia 93,0~ (301~ ~6)-J2~1
Se~aing .. :..tP •-s sh'">-wu i,1. _, e~end
All ,u~,lt: _,._ 00 ¾;d:..nS~t!dCd 'jhh.a.l be ,11~ .• if-.-. i.:.o ;. -.at',1i.J;_ o;. &i I 1,_, ir,ches _:n-.!.t.'"
i:o h'!L ur-ecn1ng -
•hP. .1y;J,-<-'-1 ... ~ ... ..?4uip.ieal w1.1.h r,.·:tlt.-·lr. ':!.g~-;:E.t:i.o~ .. l f'!t:P11o lt.•Mi-1.··1 t:r: :.:'lP. _-nd .',.::: .. f
U31.1~ 'tycl..:orr.. .. il,:i1. !>Ulp '13 ~ ,?t•i~e. :,l).:t•Y t,•€-. 3oil 1.ft:,:; Laitt~.:-a.. 1.'.si:,le ... ,~;.;
of sl, rt; u1.ti ... a. Lumpl el 3 P" ~"l r: r•er--.u~<! u: ·.'.&-.e1.n,ias 1s ac,:iie.,~ci
. -,. -~---------···--_,
a .)
PLANTING LEGEND
SYMB~H ..
TRK~S
-,
/ 0 ) ~~ ..... ·
,........_
I • I \ '_/ -(~ -~....J ...--,
( 9)
----· /-,
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C?fj)
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GROUNDCOVER
ABBREV.
PYR CAL
SAL BAB
¥LA RAC
UN RHO
QUF AGF
l>OP FR¥.
f..ON JAP
CAR C.'RA
BET ARB
PLIJ ATJR
BOTANICAL NAME {COMMON NAME)
2yrus calleryana 1 Bradford1
{Bradford Vlo...ering Pear)
Salix bal,yl,:>nica
(~eep1..'lg W'illow)
Pletanns recemosa
(California Sycamore)
Alnui; rhombifolf.a
(AldH)
Quf'!rcus agrifolie
(toast Liv~ Oak)
Populus fremc,.ntli
(Fre~ont Cottonwood)
Lonice'.i."a japoni1,;ea 'Halliana~
(Hall's Honeysuckle)
Carissa grar.diflora 'Green Carpet'
(Nat!:i.l Plwn)
Heteromo!ed 9rbutLfolia
(Toypn)
Plumbago auri~ulata
(Plumbago)
SIZE
36" Box
21.-Box
24"' Box
15 Gal.
15 Gal.
15 Gal.
15 Gal.
l Gal.
l Gal.
l Gal.
1 Gal.
Cool season lawn seed mix 10&/1000 s.f.
REMARKS
Br 14'-161 , spread 5'-6'
Standard; evenly matched trees single stake
BT 10'-121 ; spread 4'-5' single stake
HT 101 -121 ; spread 41-5• single stake
HT 5'-6•; spread 3'-4' multi, single stake
HT /1 -8'1 spread 21 -3', heavy
caliper. single trunk, single stake
HT 4'-5'; spread 3'-4' multi, single stake
HT 8 1 -9,'; spread 2'-3' single stake
Plants from flats, minimum 6" length runners
1~" o.c. Triangular spacing
Ht 6""-8", spread 6"-8 .. ; 3 1 o.c.
Triangular spacing
Ht. 8"-10", spread 8"-10", full and bushy,
good color. Minimum spacing 10'-0"
Ht. 15", spread 15" 1 full and bushy
@ 6'-0" o.c. spacing.
Install by approved hyd~oseed method re-·JJ;]:' .... ,; -. . .. •.' •:: I • ,.. , • • .... I'---1Marathun' TalJ. Yescue seed by S,0uthland Sod Farms
~ I'>-,\ n,P 'C-1.Ai<A'
® fHo f'f'il,
':!l.droseed Application. (Slope Mix)
Slope Mix:
Botanlcal Name
& Common Name -----~---
Gazania hybrid 'Red Shades'
(Gaz;u1ia)
Cistus salvi:1'.folhi.s
(Sage-Leaf Rock Rose)
Eschcholzia ~alifornica
(Californ'.a Poppy)
Phacelia camranularia
(California Bl~e 8ell)
Alysnum
(•Car pee of Snow')
Lasthenia glabrata
(Goldfie:ds)
Achillea ~illefolium
(Whli..2 Ye.rrow)
Cistus villosus
(Roe~ Roa~)
!t/jAfk IOl./of'F-> NJ71GA '4-Ai<.A'
('.l'N!>IAN ~A'<'<1' r10/Zil!!-)
f"Jp:IN,f, f~I
(f'+jo,'I ~IA)
qydcuseed application shall be by means of hydroseeding the erosion
~~nt~nJ mixture made up of the following:
l'lateridl
S.-Uv<i F!_ber or ~qual
Seed
16•·6 ·B Commercial
FPrt-.ilize-:-
Water
~Per Acre
Slope ~easurement).
2000 lbs.
See seed chart:
500 lbs.
St;,0J llz1_~1g <",mulsio11 80 lbs,
·,~o n-.,t .:,·.1·: s:?ed into ',l'Btf".r until 1ust befote the start: l)f s~~ding,
allowing only time for adequate mixing
'
Percentage
Purity
(Minimum)
70
95
95
95
95
91
95
98
$9AI-.
;5qAL-
Percent9.ge
Germination
(Minimum)
80
SQ
91
80
80
16
70
75
lbs ,/per
acre
6
3
1 1/2
1 1/2
2 1/2
1/2
1/2 . ...
2
--
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.. ,J4-;;1J7 ¥
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•
BID DOCUMENTS
NOT FOR CONSTRUCTION USE
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REVISIONS
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-
IRRIGATION SPECIFICAT!(::
l-' ART l -G!:1"ERAL
1.1 SUMY.ARY:
. ' ;'-;,. ~·
Tl->e vork includes all services, labor, materials, trd'" . .S?'Jr'.:a.tic•n ar,d e;ui;-
meut necessary to ;,erform the "70rk indic,:,:ted on t!-ie D-:-a,.--:;_'.~;<c i=!"d a:o s;.,c,cf.-
·fied. The Conditions of the Contract app).y to this sectic-.-. cs fully ;;.s if
repeated herein.
1.2 SUBMITTALS:
Submit a list of all irrigation equipment to be· used, m:~u:acturer's bro-
chw.res, maintenance mar.uals, guarantees and operating fr:strv.ctions.
1,3 OBSERVATION:
1.3.1 Observation will be required for the fullovi~g parts of the ~ark
by the :naintenance firm:
,l Prejob oeeting: expla!n landsc5per's role and ub3ervat1Qn sched-
ulE'. to contractor, architect, project manager, and job superint<::ndent.,
,2 Coverage test for •.rrigatior.: cileck for ade;u;;.te sprinkler cover-
age or potential over~ateriug after all irrigation is instal~ed, checked ancl
adjusted b)' Contractor,
• J Pre-final obser;l',Hto,1: ::o ,)bserve a job as a whc:e before ~ainten-
ance period begins.
• 4 Final job obscrv~t~on ~na p~rfor.r.ance test fer OW:i.er's_ ac~eptance •
1,3.2 Observatio~ will be required for the following parts of the vork
by the l.andscape Architect
.1 Prejob meeting: exp:ain erchitect an~ inspectors role to con-
tractor, project managl!r, and job sur,erint.:.-nde:".l.t.
.2 Irrigation observatfon, ~po~ i~stallation and testi~g of mainli~es
uaCer pressure.
.3
.4
Pre-fi:lal observation; upon coopletion of al! irrigation.
Final job obser:v2tion and perfc<~ance te~t.
1.4 TESTING:
All P,V-C. main and lateral li~es
125 PSI for a period of 4 hours.
the ),rchitect. Apprn,.·al shall be
Do not cover any lin~s until tney
1-5 RECORD DR...6,JH~GS:
shall be subjected toe pressur~ test of
All testing sh311 be in the ?resence of
received before backfilling any trl;';nch.
have beeu obser.;cd and approved.
<
1.s.1 Before final acceptance of \riOrk, provide a record set of drawings
showing the sprinkler system wor1c..
.1 Changes in location o{ ite:ns ~r type of installatio~s from that
shown on dra~ings shall be so i~dicated on the record drawings.
,2 Valves shall be num)ered and corresponding nu1D6ers 5hail be
shown on the.rec::ird drawings.
.3 Remote control valves, shut-off valyes, quick coupler valves shall
be located by measure dimensions. Dimensions shall be given to permanent
objects and shall be to the nearest one-half foot.
.4 On the inside surface of the cover of each Aut~matic Controller,
prepare and mount a chart showing the v•ives anO sprinkler heads serviced
by that particular Controller. All valves shall be numbered to match the
operation schedule and the draYings. Only those areas controlled by that
Controller shall be shovn, This chart shall be a plot plan, ~ntire or
partial, showing building, walks, roads and walls, A photostatic print of
this plan, reduced as necessary and legible in all detail~, shall be made
to a size that will fit into the Controller cover. This prin~ &hall be
revie~ed and shall be hermetically sealed by plasttc. This shall then be
secured to the inside of the cover.
,5
ment, the
equipment.
buildings,
IllI!Ilediately upon the installation ?i any t,,Jricd pi?e or equ.19-
Contract-:,r shall indicate on the drz.'Ml.ngs the location.El of said
Dimensions shall be given from oenianent. obje~ts such a~
sidewalks, ctlrbs and drive~ays.
1 .6 GE!IBRAL REQl'IRE!iENTS:
1,6.1 Code Requirements shal! '!>e those of State and !1<.Jnicipal Code!t
and Reg:.rlations locally governing this work, providing ths.t a3.y require-
ments of the Drawings and Specifications, not conflicting therewith but
exce~di:.,g the Code Requirements shall govern, unless ~ritten ~ermis~io~
to the contrary is granted by the Owner.
1.6.2 Extrece care shall be ~xercisi?d in excav11t:1ng and wo-rkLtg ~n
the area due to existing utilities. Contractor shall be responsible for
da~ages caused by his operations.
1,6,3 Connections shai! be made at approximately the loc3~~on3 shovn
on the drawings-Contractor shall be responsible for rulnor changes caue;crl
by actual site conditions.
1.6.4 Scaled dimensions are approximate.
"'10rk, t.h~ Contractor shall carefully check and
Befo~e pr6ceeding ~~c~ a~y
verify all di~ansions.
--·
I .6. 5 Plac lccacions
di3gramrnatic and indicate
stallations.
of heads, va:ves, controller and pipe
the spacing and relative locations of
lines are
o.11 in-
1,6,6 All lines shal! have a m1ni~wn clearance of six (6) inch~s
e~ch other, and from lines of other trades,
inst~lled dir~ctly ovP.r one another.
Parallel lines sh~ll not
from
be
1,6.) Dielectric bus:-'.i:-.g::s shall1 be used in any conrectior,s with piping
o-f dissi1111lar metal .iiaterid.l.S.
: .6.8 P•:l1nt of connecr;ion shall be ai'proximati:!ly as shovn on C-:,nlings.
~onnect ~ew ~~derground pipi~g Rnd valves and provide all flangP.s, a~apter5
o~ othe~ n€cessary fittings f::ir connection.
1,6.Q Pei·:::isston to si·,ut off any e,::isting in-use \riater lint':! m.ist 'J~
::i~,~c,1:.f>f. 48 hours in advance, in writing from the Owner. ThF Cotltractor
shall receive instructio~s from the 0-,.-n~r as to the exact length of ti•~
of ~ach shut-off.
1.6.10 Contractor shall acquaint him.self ~th all sile conditio:u.,
PART 2 -PRODUCT5
2, l '1.ATERIALS:
2 .1.1 Piping: Pipe sizes shewn <\re nm1;inal tnside diameter unle~.'i
other-..-i!le noteo,
.1 Polyvinyl Chloride P~pe:
(1) PVC Plast!..:: Pressure L:!.nes: for piping upst.rt!am of remote
control valves and quick couplers. All four-(4) inc'.":es and larger <,hall bf:'
Glass 200 Polyvinyl Chloride (P\'C) J. M. Ri:i.g T!te Pipi:, Padf!.c ~es tern or
equal approver:: tn acco1dan(.'.e .wi.th Section 01630, All threlli! (3) :i.nches and
smaller shall be T;ipe I, Grad<: 2, (Impact Modified), de~ignatr.C ds PVC 1240,
Cass 315 (~DR 11-5), confor:nin_.:; to Comrneccial Standa.rds CS256~63,
(2) Plasti(.'. ~on-0 ::ess~~e i.ines; }"or piping do,Y.'l.stream o:t remote
contc,ll valV!a/.'.i, 'i:'ype 1, Grade 2, (!.mpact Modified), as deslg'nated as PVC
1220, Class 200, (SDR2!.), coufor-..:1ng t? Coi.'lmercial Sta11Card~ CS2)6-6'.:;,.
(J) Id.eri:i.flCat!.011: :Fu.:-nis,1 plastic pipe continuously anci. pe:r-
manen~ly marked vith :he fcl~owing iufor:natiou: Manui~cturer's naoe 9r t~ad~
!!lark, siz.\c, class ar?d ty;,e ()f pJ.pe, ·•ork.iri.g pressure a! 73~,-4°F, and Nationai
Sa:iitatior! Foundatfon (NSF) ratin3,
,2 Brass ~ipe :na:.l be Il'S '.:.>tandar~ weigh': 125 pou'J.cis, 85% reci bras~~
:I Gahanizec. h'o:i pipe-s~a:.l bl? s~a.;Giard Yeigh~ manufactnred in
accordan::~ vit~ ASr.-1 A 120-30.
•
"'
2-1.~ Fittings and Coanections:
.1 Polyvinyl Chloride Pipe Fittings and Connections: Type TT, Grade
1, Schedule 40, high impact molded fittings, manufactured from virgin ('.::,.a-
pounds as specified for piring, tapered socket or molded thread type, suit-
able for either solvent ve~d or screwed connections. 'Machine threaded
fittings and plastic saddle and flange fittings are not acceptable. Fu.rufah
fittings peraanen~ly marked with following !nformatton: Nomir.al pi?@-size,
type anci. schedule of mate.ria.i, and National Sanitation Foundation {~SF) seal
of approval. PVG fittin& shal: conform to ASTM D 2464-76 antl D 2466-73.
• 2 Fittings fo:c ?VC pip£ 4 .. and larger: The coupli:i.g shall :.e an
integral part of the Pipe barrel. It ahal! consist of a thick,rn.::d section
vhich has an ex;:,andei ';,eli w-i th groove to retain a rubber sealing rbg o::
uniform cross sectiou-fjttin;:;s shall b~ Johns-XE.nville Riug Tite ?VC
fitting, Pacific West2=n or equal approved in accordan~e With Sec~ion 01630.
.3 Elras!i PipP. Flttit1gs and Connections: Standard 125 pound class
85! ~ed brass fitting~ and connection3.
.4 Galvani;,;ed fit,:u p1.pe fitting and cori,nection !:hall be standard
weight galvanized iron .pipe canufactured in accorda-:,_ce wtt;1 ASTM A 120-80.
2,.1,3 Autoc:iatic Contr-111 Wire:
Electric wiring ~hicQ runs from Controlier to ~he auto~2tic controi VRlves
shall be·No. 14, sol!C, si.ngl.e cond11ctor, cop?5"r wire, 4/64 iu. insulation,
!,./6/f in. neopn>ne jacket, Stvle BR (DirecL Burial) or equal approved in
accordance with Se-::tlon 016]C. Coiot' code wires to ~ach valve, comr.t0n i.rire
shall be white.
2. 1.4 Auto~atic Controller·
.1 The 1rrigat!o.i zystem controller sl-,all be a .!iicro prccess::ir 'tased/
micro electror.ic.s solid-state type, capable of fully automatic or manual
operation of the syste~. lt shall be housed 1n a wall/pedestai mou~tabl@
heavy duty mol.d~d plastic weatherproof lockabl~ cabinet.
.2 The controller shall operate on a minimum of ili volts A,C. power
input and be ~apAble ct O?ersting 24 volt A,C. electric remote control valves.
The controller shall have .a reset circuit breaker to protect it trom po....,er
overload.
.3 T~e coatroller shall have the number of stations indicated or. the
Drawings. Each station shall have the eapability of being programmed to
operate for l to 99 minutes in i minute inc~ements or .1 to 9.9 hcu~s ir. .l
hour increments. The con1.rolJ.~r :,h.:Lll have :w inde:.,endent progra:ns ;.rith
three automatic starts per da~, for each. Each station on the contrd'i.ler
shall be assigned to either or both prog~ams. The controller shall have
14-day programm.i3g for flexibility in programming day starts, During
operation, the controller shall provide a monitoring read'>ut indicating
s.ta_tion 111 operatlon and tima remaining, .,
.4 The controlle1 shall t,e ca pa bl£! of be! og o,,eratPrl ~nually at
any time. A manual ~single station• op,eration for programmed tim€ or new
time settir1g shall be µossible without affecting ·the original progr;1111.
.5 l'he controllE:ir shall have s factory ptaset ba.:.k-up prograL'l for
standby operation in the e~ent ot a program lo~s and a rechargedble batter}
back-up to tMintain ~rogram during a pover loss.
.6 The r.ontrolle:;:-sh2,ill be as manufectured by R..ain Bir<l Sprinkler
Mfg. Corp. Glendora, California.
2.1.5 Control Valves•
Remote Control Valves shall be of all bra~s bodv-Valve shall be provideci
with an adjustable flow c~ntrol stem and shall be opP~a~le IDB.Dually ~itnout
electricity, Valve shall b~ cf same l'D3nufacture as Auto~tic Controller.
2-1.6 Valve i:lox:
.1 Fo:r r~~ote con~~ol valves: 9-1/?.~ 7 16" x 11~ plastic remot~
control valve box \rilt~1. cover marked "'RCV ...
,2 For r;ace velv~· 8-3/4" diameter :-12." p~a.s:ic valve box \rilth
cover marke~ "WatP.r".
2,1-7
2-1-8
. ..
cap, vinyl
Drawings.
Sprinkler Heads sh.JU be as required on the Dra\ol'b.gs.
Quick Coupler Ass~mbly:
Quic!i:. coupler valves
yellow top A~d Drass
3hall be 3/4 · sin, double h,gged, locking
of the moael and manufacturer shown on the
,2 Quick coupier key sha.U bi!:: of brass/bronze with a. hose bibb
asselllbly,
/..1.'J Chf-cic. valve:s shall be of braGn o>.· hrorize~ vertical spring loaded
and swing c.heci::..
L. 1.10 C.:ate Va..:...ves:
,1 Cate valve:, 1" and :Sm.tiler shall be 150 pound base, all brass/
bconze con$t:ruction, eingle wedge di:11c, integral taper _.,eats, non-rising
stem, screwed bonnets:, bronze cross handJe aud a crass/bronze grounC. joint
1mion connectiol'l at th€ do..m stream outlet, Va).ves shall be capable of
being repacked v~fle un~er pressur~.
2.1. 11
?..l.12
2.1.13
BR,:kflow Preve,1te~: Unit shall be as sho'W'Il on Drawings.
Pressu..-e Rez,..1lator: Unit shall be as shown on f!rawings.
Conc=ete footings shall be 2,000 psi concrete at 2S days.
2.1.14 Contractor shall pi;ovid~ to the Owner's representative; Two (2)
keys for: opening and l'uc.king ea:::h automatic controller.
PART 3 -EXEGUTIOti
3,l GEN"£RAf. REQUIRS..11EN1'S:
3.i.l i,ocations ~n drawins~ are diagrammatic and approxi:aat~ onlv and
shall be changed and ad. i'.lcter'I. as necessary and as direct.i.d co -aeet existing
co':'lditions and obtain complete w,ner coverage, Locate and stake a11. work
and obtain approvhl befor@. any installations.
J.1.2 instal_l and e1~t~r.d systell
i.)ecessary t.:i carry out tne: inten~ of
as sho'oi'O on the drawiugs, and a.~
the Drawings and Specifications.
3,1.:? Lo.:.ate lines, ••~lves and Qtber undergrounci: utilt.r::ic::s and receive
the approval before ~i&~ing tr~~ches.
J,2 INS".'.'ALLVi'IO:; :JF tRR-.:GAIION 5YSTE..lil
J,2,l ~xcavat~.O-'.: :m,: Bac1d::.liing of Trencr:e!;:'
i 1 E::.cavate rrer.::hes, prepare subgrade, and backfill to line and
irade wit~ suffiden~ roo11: fo:: pipe fittings, testing and inspecting
op:.:ration:i., Do 'lot b.;;.c.kfill-untll the pip~ system h<ls bt!en subjected to
~ ~ydrostati~ test as ~p~cified,
,2, Uept;, of 1.t·f>:,1ch.
Polyvir:yl Chicride Pres:ure Line
Fol1vi ::-iyl C;, ... .:,r i.!., ~o.-,-rressure. LL•e
18 .. m.1n.
1 ... ,. mi:1,
.J Trenc:",.'..ng t~:r-.mg~ areos wh@r@ topsoil 'ha:.; i>een spre3d: Deposit
to:;;,101.::. or. one :oic:.e :,: ~,e,::h a'J.d subsoil on opyo!"ite dd1:.. Exce::is sub:wi.1
Wl 1.t ~e i."-spose4 vf e~.s,;;,;.,:,s.::-(".
, 4-Subs-:·:::.. $"-;a
t1ebris, .JtnC lit.~n p:::".,;r
.S ~e?a'! :-lf;,_;
u.,e(;'t tes.r. re':i1.1::.-...-;,,;,c_~,
spect:e:d anci a.p;>:::,-;.vE!;; :::.:
:-.£' "":-ee of a:l i·ocks over one (1) inch diameter,
:_,.) ·.•c-e <-15 bo.ckf111 wher'! so ind-teated -:in det~il.
;,;-::; r~;:1<1-ce defective pi;>e r,r fittings-•mti.L lines
,k no:. co'Jer any li.:1.~s unt .:.:;. they have beec1 ir.i-
ti:<;i:t:-:c;ss, quality i>1· wonu.'lanshfp and o.aterial!.l,
.b 3aci<:':'.:._ r-.c-::-'.·-.-,.,c __ .:: a!'ter ap?rovel c.: ptpir,g, \fith sult,•ble ar.i!
arp7"o.re,rl. m;o<ed;,,:, • -~ -,,c-_ ~.(,!: ~round pip@ and thorc.ughly com;,.actir,g
tra:·,c:: fills i;r;:.;.~ :, :_-~-:-:-<::-.'.t·-~. ha.s '.>.e~o ec.i:1e.·•nd.
.... -:;::-.;:.:: a_ ',·
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--""-~-if·•l c:-:lor::..:e .Pipt:,
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cf i'Lc!Stlc pip•<> and ~ii.t::l.ngs~
s tc-r:.. .1g, · to av::-i.ti dam2gc.
e:x:ercisc
•
i
• 2 The pipe and fittings shall be stored under cover until using,
and shall be transported in a vehicle with a bed long enough to allow the
lengt~ of pipe to l&y flat so as not to be subjected to undue bendi~g or
concentrated external load at any point.
.3 Pipe that has been dented or d~~aged shall be discarded until
such dent or da~ged section is cut and rejoined with a coupling.
.4 Trench depth shall be as specified, from the finish grade to
the top of the pipe. The bottom of the trench shall be free of rocks,
clods, and other sharp-edged objects.
~S Pipe ends and fittings shall be wiped with MEK, or equal approved
in accordance with Section 016301 before welding solvent is applied. Welded
joints shall be given a miniraum of 15 minutes to set before moving or hand-
ling:. All field cuts shall be bevelled to remove burrs and excess before
fitting and gluing together.
.6 Pipe shall be snaked from side-to-side of trench bottom to allow
for expansion and contraction.
.7 Center load pipe vi.th ~mall amount of backfill to prevent arching
and slipping under pressure. Leave joints exposed for observatior: :luring
testing •
,8 No water shall be per:nitted in the pipe until observations have
been completeQ and a period of at least 24 hours has elapsed for solvent
veld setting and curing.
.9 Plastic to metal joints shall be made tori.th plastic male adapters,
metal nipple hand tightened, plus one turn with a strap wrench,
.10 Plastic to Plastic Joints: Solvent~eld, using solvent recom-
mended by pi?e manufacturer,
,11 Solvent-Weld Joints: Assemble per ma~ufacturer's recolll!llendations.
.12 Thrust blocks shall be installed on all chaoges in direction in the
mainline 45° or greater,
3,2.3 Installation of Brass Pipe:
, l Cut brass piping by power
an abrasive wheel, or hand hacksaw.
of any description. Ream and remove
obstructed flaw is obtained,
hacksaw, cir·cular cutting :r:achine using
Cut no piping with metallic ~heel cutter
rough edges of burrs so s □ooth a~d un-
,2 Carefully ann s~oothly place on male threaC only, Tighten screwed
joints with tan3s or wrenches. Caul~ing is not permitted.
3-2-4 Installation of Galvanized Iron Pipe:
• 1
usi:-i.g an
burrs so
.2
Cut galvanizen iron pi?e by power hack, circular cutting machine
ab:-asi.v~ U'heel) or hand hacksav, Ream and remove rough edges or
smooth and unobstructed flov is obtained.
Carefully and smoothly place on male thread only. Tigh:en screwed
joints vith tongs or w-re~~hes.
3.2.5 Remote Control Wiring:
.1 Direct Burial Control Wire Sizes: As shown a-:,_d specified herein-
before.
.2 Provide two control ..rires and one common ground wire to service
each valve in system. Provide 4 foot minimum expansion loop at each valve
to per.nit removal and maintenance of valves,
.3 Install control wires and irrigation piping in common trenches
wherever possible.
.4 Control ~ire Splice~: Allow only on runs of more than 300-feet,
gplices afi follo~s:
(l) Strip off minimum of 2-1/2" of insulation from each ~re.
{2) Twist on Scotchlok electrical spring connector, mini~um
four cooplete tnrns.
{3j Seal connector in epoxy resin.
(4) Iape complete splice with Scotch 33 electrical tape,
.5 Numbering and Tagging: Identify direct burial control wires from
automatic valve~ to ter:uinal strips of controller at ter::ninal strip by tag-
ging wire with number of connected valve.
3.2,6 Autolllatic Sprinkler Controller: Automatic Controller shall be
installed as shown and as directed. Controller shall be tested with complete
electrical connections. The Contractor shall be responsible for temporary
power to the Controller for operation and testing purposes.
,1 Electrical wiring shall be in a rigid Schedule 40 PVC plastic
conduit from controller to electrical outlet_. Installation of wiring and
disconnect switch to the sub-panels, clocks~ or elsewhere as required, in
order to complet~ this installation as specified in Division 16.
3.2.7 Re.11ote Control Valves: !ostall remote control
t1ons as indicated, tori.th 4 co..,er of 8 inches minimum aver
control 5tem, Fit with valve box and cover.
valves
top of
in loca.-
flol."
J.2.8 Valve Box: Install valve boxes as shown on detail. !~stall
no more than one valve per box. Stencil valve number and controller letter
on underside of valve box lid.
3.2.9 Sprinkle~ Heads:
• 1 A.ll sprinkler heads shall be installed as indicat~d.
.2 ~ozzle size of all heads shall be adjusted to suit any particu-
lar condition of the area. This shall be done after the system has been
Lhoroughly tested, immediately after written notifi=ation by the Architect
co do so.
3,2.10 Quick Coupler Assembly: Install all quick couplers as indicated
on drawings. Set all valves plumb and true to finish grade and a maximum
of 12 inches from paving, walks, headers or curbs, and as shown on plans.
3,2.11
3.2,12
3.2.13
Check Valves: Install as shown 'W'here indicated.
Gate Valvei: Install where indicated,
gackf!ow Preventer:
.l B.acXflo~ preventer asse~bly shall be installed in ac~ordance with
canufacturer's specifications, located and as directed on drawings, and shall
conform to all applicable code ancl ordinance requirements.
.2 txact location and pORitioning shall b~ verified or. the site.
3,1,111 Pressure '4egulator ;,hall be installed as indkated, Verify final
loc.'l.tion with Architect,
3.3 CLE.A."t--t;?:
As project progresses maintain all areas in a neat m.anucr and remove unsightly
debri~ as necessary. After completion of projecc, re~ove all debris and con-
tainers used in accomplishing work. Sweep and clean all sidewalks, asphalt,
and coacr~te areas ~djacent to plantings.
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PLANTING SPECIFICATIONS
PART l -GENERAL
1-1 S~.A.~Y:
The work includes all services, labor, materials, transportation and equip-
ment necessary to perfor:n the work indi~atEd on the Dra~i~gs and as speci-
fied. The Conditions of the Contracc and Division l a?ply to this section
as fully as if rereated herein.
1-2 St:"BMITTALS:
Submit list of soil a~endments, fertilizers, plant ~aterials, seeds, and
sod with quantities of each.
1.3 GUARANTEES A."ffi REPLACEMENTS:
1-3-1 Shrubs, vines and grouodcovers shall be guaranteed to re~in
healthy and vigorously growing for sixty (60) days.
1.3.2 Trees shall be guaranteed to live in a ~ealthy condition for a
period of one (1) year from date of final acceptance of project.
1-3-3 Plants found to be dead and plants not in a vigorous condition
noted within the Guarantee Period shall be replaced within fci.lrteen (14)
days.
1.3.4 Plants used for replacement shall be the .sace kind and size as
specified in the plant 11st. They shall be furnished, planted and ferti-
lized as originally specified.
1.4
1.4-1
by the
l!-l'SPECTION:
Inspection will
maintenance firm:
be required for the follo~ing parts of the work
~l Prejob meeting: explain landscaper's role and inspection sched-
ule to contractor, architect, project mar.ager, and job superintendent.
.2 Soil preparation: inspection during soil preparation.
.3 Soil test after soil preparation for approval to plant.
.4 Plilrit material approval: inspection after all material is oo
job site, along with the architect.
• 5 Spot plant material with architect for maintenance considerations
and to check physical locations of plant material as it affects irrigation.
• 6 Plant installation: check subsoil conditions and verify soil
preparation as specified.
• 7 Pre-final inspection: to inspect job as A whole before mainten-
_ance period begins.
.8 Maintenance inspection after 30 days to coincide tori.th fertilizer
application.
.9 Final job inspection for owner's acceptance.
1.4.2
by the
Inspection vill be
IAndscape Architect.
required for the following parts of the .-ork
.1 Prejob meeting: explain architect and inspectors role to con-
tractor. project !lanager, and job superintendent.
,2
shrubs for
Inspection of all speci~en plant material7
conformance to plans and design intent.
layout of trees and
.3 Finish grade inspection upon completion of finish gr~ding.
.4 Pre-final inspection: upon completion of a11 planting and
irrigation.
• 5
1-5
Final job inspection •
MAINTENANCE:
1.5.1 The maintenance period begins on the first day after all landscape
irrigation work on this project is complete, checked, accepted, and written
approval from the Architect is given t~ begin the Maintenance Period, and
shall continue thereafter for uo less than sixty (60) continuous calendar
days.
1.5.2 The Contractor shall cont!nuously maintain all involved areas
during the progress-of the \i'Ork and during the maintenance period until the
final acceptance of the work.
1.5.3 Regular planting maintenance operati~ns shall begin im~ediately
after each plant or lawn is planted, Plauts and lawns shall be kept in a
healthy, growing Condition and in a visually pleasing appearance by watering,·
pruning, mowing, rolling, trimming, edging. fertilizing, restak.ing, pest and
disease controlling, spraying, weeding, cleaning-up and other necessary
ope.rations of maintenance. Landscape areas shall be kept free of weeds,
noxious grass, and other undesired vegetative grow-th and debris. Plants
found to be dead or in an im?aired condition shall be replaced i=iediately.
1 .. 5 ,4
height or
Ne~ lawns shall be mowed when they reach three inches (3~) in
twice a week if necessary.
1.5.S The Contract completion date of the contract ~aintenance period
will be extended, when in the O?i~ion of the Architect, i~?r~per ~aiutenance
or possible poor or unhealthy condition of planted ~aterial or unestablished
non-covering lawns are evident at the teniination of the scheCuleC maiuten-
ance period, The Contractor shall be responsible for additional mai~tenance
of the work until work is completed and acceptable.
1-5-6 The Contractor
protection of the areas.
shall be responsible for maintaining adequate
Damaged areas shall be repaired immediately,
1-6 GENERAL REQUIREMENTS:
1.6.l The
trees• shrubs•
term "Planting Area~ shall aean
groundcovers. sod and seed.
all areas to be planted with
1.6,2 Actual planting shall be performed during those periods when
weather and soil conditions are suitable in accordance with locally accepted
horticultural practice.
1,6.3 All rock and
duration of the project
other growth or debris accUIDu.lated during the
shall be removed from the site.
1.6.4 Prior to excavation for planting or placing of plant materials,
locate underground utility lines still in use and take proper precautions to
avoid damage to such improvements. In the event of a conflict betveen such
lines •nd plant locations, notify the Architect who will arrange for the
re-location of one or the other. The Contractor assu:aes responsib11ity for
making repairs for damages resulting from work as herein specified.
l-6a5 Grading and soil preparation work shall be perfon.ed only during
the period when beneficial and optimum results may be obtained. If the
mo'isture content of the soil should reach such a level that working it would
destroy soil structure, spreading and gr~ding operstions shall be sus;:iended
until the moisture content is increased or reduced to acceptable levels and
the desired results are likely to be obtained.
l.6.6 Scaled dimensions are approximate. Before proceeding with work,
carefully check and verify dimensions and immediately iofonn the0 Architect
of discrepancies beti,reen the drawings and specifications and actual condi-
tions.
·1.6a7 Quantities for-plant materials are s:lown for convenience only,
and not guaranteed. Check and verify count and supply sufficient number to
fulfill intent of drawi.ngs,
1.6.8 Adequately stake, barricade, -and protect irrigation equipment,
manholes t utility lines, and other existing property during ,all phases of
·the soil aaending and grading operations.
l. 6. 9 Specimen Tree Selection:
1, .l One saaple each of each tree variety and size, call out on
' 'l-
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"'"-1'_'.-
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drawings, 15 gallon and larger shall be delivered to the project si.te for
~pproval prior to tn&tallatton.
.2 The Contractor shall inr:nediately remove trees not approv~d.· •
.3 The Contractor, at his option and at his expense, may retain the
services of the Architect to review trees 15 gallon and larger tagged at
_,_the nursery and/or at its place ef growth, or ~s othervisl! specified on
dravings~ .·:
.
'°~ .;.. _ .....
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--·----~-
. .
____________________________________________________________________________________ _........... __ ,,,_ .. ,.__
• -··------------------------------------------------,
1.6.10 Shrub and tree sa:i:ple,c: Typical .s~c1ple<;, three ec<ch of all
vorie~ies and sizes (5 ga.llon a7ld under -s'.-,cu::ie, 15 g~lloo ard u:1der t:-ees)
of all pl.ant :iaterials shall be su'.,:ni tted :::.:i~ revie1o· o.t th.;, site a. minimum
of fifteen days prior to planting operatiOl'S. Accepted samples shall remain
on the site a:id shall be rnai'1taim,d as star.-::!arCs of conpa:-isc,n for plant
materials to be furnished. Sampl~s shall be incorpor6teC let~ the -.rork.
1-6 .11 Rejection ci.nd Substitution:
.1 Plants not confonr.ing to the requirem~nts herein specified shall
be co:isidered defective, and such plants, whether in place or not~ shall be
~arked as rejected and be immediately removed from the sit~ of the work and
re?laced vith acceptable plane r.:.ate~ials. The plant mat~ri~ls shall meet all
applicahl€ inspections required by law. Plants shall he of the species,
variety, size, age, flower color and condition ~s specified herein and/or as
indicated on the drawlng~. Under no condition ~...-ill there be any substitution
of plant specie, variety> or reduced sizes for those list~d on the accompa.n1-
ing drawings, except with the express written consent of the Archi~~cc.
1.6.12 All util~_ties f~ter ar:.d electr~city) used during tne ir-,stallation
and maintenance of cne landscaping and irrlgation syste:lls for this project
shall be pa.id for by the Owner.
1.1 INVOICING OF PLANT MATERIALS A.~D SOIL PREPARATION AND SOIL
PRSPARATIOS COSFQR.,~lCE TEST:
1.7.1 After inst~llation of plant !ll.'lt~rial~, but prior to the premain-
tenanc~ in~pectiou, the Architect, with the heretofore spe~ified signed
copies of the requfred certificates, trip slips and invoices for the piant
...aterials and related items, wilJ. invoice such material, comparing the total
area a:id/01· t\e amounts specified. If t:1e minimum amou:-i.ts have not been
furnished, thE:! Architect vill require the installation of additional mater-
ials to fulfill the mini~um require~ents sr~cified.
1.7.2 Upon delivery of materials and completion of soil cond~tioning ar.d
grading, but prior to initiating planting operations, t~e Architect with the
heretofore specified signed copies of required certificates, trip slips and
invoices for soil preparation materials, will invoice such material, compar-
ing the total quantities of each material furnished against the cotal area.
to each operation, If the minimum rates of application have not been ffletr
the Architect will require the distribution of additional quantities of
these waterials to fulfill the minimum application requirements s?ecified •
I.7.3 A sample of the soil amendments shall be delivered to the Archi-
tect withia thirty-five (35) days after recording of the Contract.
1-8 FINAL SOIL A..'1ENDMENT QUAN'"iITIES:
Upon completion of all backfill and/or grading of planted areas, a minimnm of
six (6) representative samples of existing soil found in the planting ?reas
shall be taken by the Owner's Representative and at his expense seilt to an
independent soil testing laboratory for an agricultural suita~ility analysis
and recommendations for quantity and application rate of amendments and
include any corrective measures required to adjust pH or salt ta acceptable
levels. These recomcendations shall then be compared with those listed in
Paragraph J.l and the contract modified accordingly.
PART 2 -PRODUCTS
2.1 SOIL AMENDMENT AND f~RTILIZER:
2.1.1 Soil Conditioner shall contain a special ble~d of organic frac-
tions to supply several degrees of breakdown rate, a portion of inorganic
amendment that resists further breakdown, a long-lasting form of iron. PH
of 5.5 to 6.0, salinity of 1~15, organic matter {dry Weight basis) more
than 90%, non-ionic wetting agent a.tl toal nitrogen content of 0.5%. Loamer,
Wil-Gro Life, Forest Bw:aus or equal.
2.1.2 Gypsum shall be a co:Jm1ercially processed and packaged gypsum
(CaSo, 2H 0) with minimum 80% grade conta1ning 14% minimum c001bined sulfur,
2.1.3 Irotl Sulphate of appro·.red quality.
2,1.4 Preplant Fertilizer shall be of an hotDO)!;:t:_llous granular composition
suitable for applicatlou with approved equipment and shall contain the follow--'
tng minimum available percentages by weight of plant food:
Nicrogen
Phosphoric acid
Potash
12% minhtwn
12% minimum
12:Z: minimum.
2.1.5 Postplant Fertilizer shall b~ of an homogenous granular with
chelated iron th,:1,t is organic or slow-releasing in nature (!illorganite,
Gropo~er, Agrifor-m) and shall contain the following minimum available percen-
tage by weight of plant food:
Submit product ir.for:aatian to th~ Owner's representative.
2.2 P!.A.'ITLNG iACKFILL:
Plantb.g backfill shall be a thozoughly bl.ended 1llixture of topsoil and soil
amendments at the following mixture:
l par';
2 ;,arts
Soil Conditioner
Stoc::k-piled on site so:!.l
Iron sulphate
Gypsum
Preplant fertilizer
2 l::>s./per cu, yC. of :::ci.x
10 10$./per cu. yd. of mix
4 "lbs./per c.u. yd. of uix
2-3 STAKING MATERIALS
Single Staking: Stakes shall be of lodgepole pine. These shall b~ straight
shafts, shaved and cut clean and bare of branche~ and stubs, of uniform
thickness with a ainimum diameter oi 2 inches. fr~e of loose knota, split~
or bends. Stakes shall be no less than eight (8) feet in length.
2 .4 GUYING MATERIALS
2 .4. l Guy wires shall be of pliable, zinc-coated steel ?f No. 12 gauge~
2.4.2 Anchors (deadman) for holding guy wire$ shall be of 4 in. x 4 1~.
solid lumber, 1 '-6'" in length,
2.4.j Hose for covering wire shall be of 2-ply reinforced rubber~ used
or new, garden hose type of 8t least 1/2 inch in diameter.
2.4,4 Flags, to be attached to gQy$, shall be of surgical tubing, 1/8~
diameter and four feet long, of uniform thickness,
i.4.5 Tree ties shall be Bordon Cinch-Tie or equal.
2. 5 PL.A.NT MATERIAL~
2.S,l Nomencl~ture! !he scientific a:id common na~es of plants herein
Sf,ecified confoilII with the approved names given in ·A Checklist oz Woody
Ornanaenta ... ?lants of California"' 1 publisl:ed by th:! University of Ca:ifornh.1
College of Agriculture, Manual 32 (1963)-See list of plant mate::ial on
d:a..ings.
2,5,2 Q·.1ality anci size of all plants shall be No.
stock. They shall be vigorous, of normal growth, free
i11sect eggs, and/or exceed t"he. measuremants specified,
submit!:E>.d to :he Architect.
1 • of Pinto 1·ag
fro~ disease, insects.
Pinto Tags sh~ll be
2.5.3 :ont~t:ier stock (1 gal.} 5 gal.1 a.nJ 15 gal._, Ooxes) shall ha....-e
grown in eontai~e?:"s for at: least six months, b\•t not over two years. No
cootainer plants that have cracked or broken Palls of earth, w-hP-n ~aic.en frOlll.
the container, shall be planteC, excep~ upon special ijpproval. N~ ~rc~s
wi<.:1'. da.:naged roots or broken balls shall be planted.
2,5.4
a-pprova.i..
Pruiing shall not be Cones prior r.o delivery> ~.xce~t by written
1 S.:i Inspection of ?lan::. Mat<>.rial,;,-, required by Ci"::y, County or Stat2
a:..i!"f".or:-iti•es, shall be a responsibility o1 the Contrai;.::o:, and where necessary,
he s~all havf' secur~d per::iits or cer::ifi.cates prior to del:i.very of plant,; ;o
Sit:e.
;: .5 ."S PI.ants shall be suoject to ir.sp':!cti,m
a: t';,.z;. ptojec.t sL:e at any Lime before or during
v:1:-i"'tY, cot'2.i :ion, J.atent def~cts .and injuries.
:e□.::ved from ::he ;>reject site imiuediately.
and approv~l o:: reje~tio<l,
progress of work, ~or s~ze~
Rej.ecteo ::,!ants "i!ha.:.l -he
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2 .5.7 Substf tutions will not be permitted exce-pt t"'"iat if r,ro,:;f is
submitted that any plant specified is not obtairia.ble, a proposal ,,.-ill be
considered for use of the nearest equivalent size or variety and cost.
2.5a8 Quantities shall be f1.J.rnished as o.ceded -to complete wo,k shw\.ffi on
dra""ings.
z.5,9 The Architect reserves the right to ir.spect I'OOt conditiori of any
species, particularly those grown from seed, au.d if found defecti•1e, to
reject the p~ants repr~se~ted by the defecti¥e s~mple.
:!_.j.10 Identify plant species or varieties correctly on legible, weathe::-
pr-oof labels attached securely to thP job site. There shall be a minimum of
onP lab~led plant for eac~ 5 pla~cs in a lot.
2.,.11 See dra~!ng~ for location of sod if required.
2.5,12 Grouudcover plants ~hall be healthy vigorous rooted cuttings gro\iD.
in fl~ts until transplanting.
2 • .5.13 Pre-emer.~ence herbicide shall be Surflan, Treflan, Dymid Ot' equal.
2,5.14 We~d contact spray shall be Roundup or equal.
2 . .5.15 Annual color for pols or planters, if required, -..ill be selected
and pn;,'lided by the 01o."Iler's representative.
2 -6 FIR BA.:..:<:
Landscaped or bar~ s9!l areas shall be covered with size fir hark, l" mini~uo
deep, as designated on plans. Fir bark shall be screened bark, Vita bark, or
equal approvad in Gccordance with S~ction 01630.
PART 3 -EXECUTION
3.1 SOIL CONDITIOrlISG, FERTILIZING & ROTOTILLING:
.).1.1 After th.e areas have been graded, the following rates of soil
conditioniJg and amendment materials shall be evenly spread over all planting
areas and shall be thoroughly scarified to an average depth of six (6) inches
-by rototilling a minimum of two (2) alternclcing passes: (This is to be used
as a basis for bidding, and may be modified based OIi. soil tests.)
.1 Soil conditioner
Soil sulphur
Iron sulphate
Gypstt11
Preplant fertilizer
4 cubic yards per 1,000 sq.ft •
20 pounds per 1~000 sq.ft.
20 pounds per 1,000 sq.ft.
100 pounds per 1;000 sq.ft.
20 ~uncis per 11 000 sq.ft.
• 2 Fertilizer (pr~plant) sh&ll be incorporated into the top six (6)
ir.thes of finish grade. F~rtilizer shall ~e applied after leaching operation.
,.3".1-2 The thoroughness anJ completeness of the rototil,!.ing and incor-
1 poration of the soil conditioners/amendments shall be acceptable to the
,. Architect/Owner111 representative. Slopes 2:1 and steeper. or as per the
,.: draYing~. omit soil conditioner application and tilling.
3.1.3 Deep water leachins:
,l After complete installatiQn and testing of the irrigation system,
all areas shall be deep water leached and compacted and settled by continuous
application of irrigation water until the soil has received a mini~u.m of 12~
of water.
.i After leaching operation, soil samples shall be ~aken by Con-
tractor per Architect's direction and given to the Owner's soil laboratory
· for testing. Soil test shall meet the following requirements:
ECe -Maximum 3.0
pH -Maximum 7.50
Hini~ua 6.00
.3 Re-application of soil amendment and leaching operation shall be
waived by the Owner's representative if in his opinion the EC and pH are at
acceptable levels.
. ,,
commercial
~eep ~ater leaching shall be done prior to the application of the
fertilizer.
3.1.4 Care shall be ta~en that the rate of application of water does not
cause erosion of sluffing o!· soils.
).1.5 All depressions. voids, erosion scars and settled trenches gener-
ated by the deep watering shall be filled with conditioned topsoil and brought
to finish grade.
3., FINISH GRADING:
3. 2 -1 Finish grades shall be as indicated.
3.2.2 Finis~·grades shall be measured as the final 1orate1 compacted and
settled surface grades and shall be within+ 0-1 foot of the spot elevations
~nd grade lines indicated. -
3 -2. 3
~terials.
iinish grades <ihall be measured at the top surface of surface
3.2.4 Moiding and rounding of the grades shall be provided at all
c:,ang:es iu slope.
3.z.s All undula~ions ond irre~ularities in the planting surfaces re-
sulting from tillage, rototilling and all other operations shall be leveled
and floated out before planting operations are initiated.
3.i~S Take ev~ry precaution to protect and avoid damage to sprinkle~
~~ads, irrigation lines• and other underground utilities during grading
and conditioning operations.
3.2., Final
with all surface
drains and catch
finish grades
drainage away
basins.
shall insur~ positive drainage of
from buildings, wallg, and toward
the site
roadways i
3.2.8 Final grad~s shall be acceptable to the Architect hefor£ plant-
ing o~rations will be allowed to begin.
3.2,9 Planting surtaces shall be graded with no less than~ p~rcent
surfac~ slope for positive drainage.
3.3. PLANTING:·
3,3.1 The layout of locations for plants and outlines of groundcover to
be phnted shall be approved on the0
-site by the Architect prior to their
planting, All such locations shall be checked for possible interference with
existing underground piping prior to excavation of holes. If underground
constrution or utility lines a!"e encountered 'in the excavation of planting
.aress, other locations for the p·Lanttng -:nay be selected by the Architect.
Damage to existing utilitiP.s sti.11 be the responsibility of the Contractor.
3. 3, 2 Planting Taes, Shrubs a.nd Vines:
.l All excavated holes shall have vertical sides with roughened
surfaces and shall be of the ~inimum sizes indicated on drawings. Holes
shall be, in all cases, lar,se enough to pet'lUt handling and planting without
inju~y or breakage of root balls or roots.
•• :l Excavation shall include the stripping and staking of all 3ccept-
able soil encountered within the areas to be excava.t@d for plant pits. and
planting beds, Protect all areas ~hat are to be trucked over and upon which
sail is to be temporarily stacke4 peilding it~ re-Jse for the fillingR of
holes, vit~ ana beds.
.J Exc.ess soil, ge~,e:.c.>teci from the planting holes 5hall be spread on
the site as directed.
,<. Plan:;; i:'). ca11 cu:1.c-a.iners $hall. have the cans opened by cutting
,..,..~!:ic211y en otoositEl sid-es of ~ac-.h c.;.n with nursery can O!)er.erst tin sotps
c oc:-,-2r ,-.;:,:,.·rove-:! 1nst:-,.;~'2nts tor thi!"> purpose. All IJSed cans shall be r-e-
w·. va:: :..o t:-,e stcr.a5<2 area or fco1:1 the !ite d.<d!y
•~' -:-::e pia;;.ts sh.;.] l h plarlte.; at app::oved locations witt the h,e,re-
t ;or-:: !=-p<:.dfll'-::i conCi::.ioner -a,'h~ &(.il planttng backfill.
I
The ·;:1.aat<.> sha-.:.1 be ?l;,ic~ri h; thl'! planting pits ou th~ backfill
·~ ~<:e!"i.<>.l v.lt.c>, has been har,e.:!te:::?ed end water settled tc the :rootbaU.. ba_s-.?
>·:e:.~-::,••i..:ir t:o i::h£ placel"'}t'~t ".)f the •!).iantii, After .settil'.l.g the plal'lts1 the
::-.~.:.:-.i.:if cJa.c.kf:!.ll :aater!.a1. sh.a.Li be i..:at·efully tamped and settled around
c,.r;., ,a:i'..::Oql,.. to H.:.l a}.) voi.t~ ..
.
•
'
.7 Each tree ac1d shrub shall be placed in the center of the hole and
shall be set plumb and held rigidl)' i-:i position until the planting backfill
has been tarnred from around each root ball4
.8 All plants sh/ill be set at such a level that after settlh:.g they
bear the same relationship to the surrounding finish grade as they bore to
the soil line grade in the container3 unless ot~erwise noted.
.9 Planting tablets shall be placed in each planting hole at the
following rates:
1-5 gram tablet per liner and flat size plant.
1-21 gram tablet per gallon container.
3-21 gram tablets per 5 gallon container.
4-21 gram tablets per 15 gallon container.
1-21 gram tablet ?er each 4 inch of box size.
• .10 ~o plant "7111 be accepted if the rootball is broken or cracked,
eit~er before, during, or after the process of installation,
,11 All plants shall be thoroughly watered in to the full depth of
each planting hole imQediately after planting.
.12 All trees, 15 gallon or larger, shall be staked with one ~ood
stake, driven into the ground of the windward side of the tree. The stci.kes
shall be driven in pltllllb and secure. Special care shall be taken that the
driving in of the stake does not damage the tree roots or root ball. Tree
ties shall be fastened to each tree and stake by looping fig~re 8's with the
inside dia~eter of the tie at 2 or J ti2es the diameter of the tree and by
tRcking the back of the tie to the stake.
.13 Guying: Guy all specimen trees to be guyed as indicated on the
Dra....rngs •
-,14 The staking and guying shall be accomplished in such a manner as
to insure the proper and healthy growth and' the safety of the plant5, prop-
erty, and the public.
.15 The Contractor shall be
drainage required which may affect
vines.
responsible for all surface
his guarantee of the trees,
and subsurface
shrubs I and
-16 Pruning after planting shall be required on all trees, shrubs, and
vines when necessary to provide the specified or approved standard shapes,
form and/or sizes characteristic to each plant. Pruning may include thinning,
topping, and/or cutting and shall be under the direction of the Architect.
Cuts over 3/4 inch in diameter shall be painted with an app~oved tree se3lant .
3 .3, 3 • Planting Groundcovers:
.1 Groundcovers shall be planted in th~ areas indicated on the draw-
ings. Toe groundcover plants shall be rooted cuttings grown in flats and
shall remain in those flats until transplanting,
.2 All groundcover plants shall be planted with soil around roots in
staggered rows, evenly spaced at the intervals called out on the drawingsa
.3 The groundcover plants sh.all be planted sufficiently deep to cover
all roots and a 5 gram planting tablet shall be placed in each planting hole
and shall be immediately sprinkled after planting until the entire area is
soaked to the full depth of all holes.
,4
planting
The groundcover planting areas
to provide an even, smooth final
shall be hand 9moothed after
finish grade-
3. 3 .4 Sodding of Lawn Areas:
al After lawn areas, which are to be sodded, are rototilled, soil
conditioners incorporated, rocks and debris removed. the Co11tractar shall
install approved sod.
.2 Prior to placement of sod, the areas shall be finish graded
smooth with a uniform grade bl!tween walk, curbs, steps and buildings. The
Contractor shall obtain approval of finish grades prior to placement of soda
.3 Sod sh~l belayed in staggered rows, following the grade eleva-
tions. (Do not lay sod perpendicular to slope of grade.)
.4 Sodded areas shall be thoroughly watered and kept continuously
moist as required.
,5 Re-sodding: Sodded areas which 'do not show a prompt catch of
grass within 10 days after installation shall be re-sodded until an accept-
abl~ stand of grass is assured.
3.3.5 Bydroseeding:
• l
drawings
Bydroseeding ahall be applied
and as per mix called for.
in the areas indicated on the
.2 Hydroseeding Equipment: Hydraulic equipment used for the appli-
cation of fertilizer, seed, and slurry of prepared wood pulp or fiber shall
be of the RSuper HydroseeCer-type. This equipment shall have a built-in
agitation system with an operating capacity sufficient to agitate, suspend,
and homogeneously mix a slurry containing 1,200 pounds of mulch and seed.
The slur~y distribution lines shall be large enough to prevent st~ppage
and shall provide even distribution o! the slurry. The slurry tank shall
have a minimi.llll capacity of 1,350 gallons and shall be mounted on a travel-
ing unit which will place the slurry tank and spray nozzles within suffi-
cient proximity to the areas to be sprayed so as to provide uniform distri-
bution without waste.
w3 Application Method: Using the wood pulp as a guide, the equip-
ment operator shall spray the soil with a uniform visible. coat of slurry.
Th~ slurry shall be applied in a sweeping motion. in an arched stream, so
as to fall like rain allowing the wood fibers to build upon each other,
until a co~plete, even coverage coat is achieved.
.4 Hydroseeded areas shall be kept moist at all times 20-24 days
after planting or until the new growth of the plants are sufficiently Vl!ll
established.
.5 Bydroseeded areas shall be protected against foot traffic and
other use immediately after hydroseeding is completed by placing warning
signs and temporary twine and flagging around the areas.
.6 Re-hydroseeding of bare areas shall be done thirty (30) days
after initial application.
3.4 HERBICIDE APPLICATION:
Pre-emergence herbicide shall he applied to graundcover areas only and in
accordance with manufacturer's specifications. Do not apply in law areas.
Owner's Representative shall be notified and present at the ti~e of appli-
cation.
3-5 CONCRETE MOWSTRIP:
Concrete mowstrip shall be installed as per Drawings.
3.6 CLEAN-L'P:
As project progresses, Contractor shall maintain all areas in a neat manner
and remove unsightly debris as necessary. After completion of project,
Contractor shall remove all debris and containers used in accomplishing
work. He shall sweep and clean all sidewalks, asphalt, and concrete a:eas
adjacent to plantingsa
* * * * • *
---.
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~ART 1 -GENERAL: l -1,01 SCOPE OF WORK
A.
•
WORK INCLUDED: LAKE CONTR~CTOR SHALL PROVIDE ALL LABOR, MATERIALS, APPLIANCES,
TOOLS, EQUIPMENT, FACILITIES, TRANSPORTATION AND SERVICES NECESSARY FOR AND IN.-
CIDENTAL TO PERFORMING ALL OPERATIONS OF THE WOR.'I OF THIS SECTION, COMPLETE, AS
SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN. WORK INCLUDES BUT IS NOT NECES-
SARILY LIMITED TO THE FOLLOWING:
01. SUBGRADE AND LAYOUT VERIFICATION OF LAKE.
02. SUBGRADE AND GRADE MODIFICATIONS REQUIRED BY LAKE WORK, EXCEPT WORK
03.
04.
COVERED IN GENERAL GRADING.
LAKE MEMBRANE LINER.
REINFORCED CONCRETE VENEER AT LAKE EDGJii, BOULDER POCKET LOCATIONS AND/OR
WHERE OTHERWISE SHOWN ON THE DRAWINGS.
05. PLACING OF FINE GRAINED FILL OVER MEMBRANE LINER AS SUPPLIED BY THE OWNER
IN PREDETERMINED LOCATIONS.
Ob;
07.
08.
09.
10.
DECORATIVE ROCK AND COBBLE. '
DECORATIVE COLORED AND SCULPTURED SHORELINE TREATMENT.
PUMP STATION AND VAULT CONSTRUCTION, MECHANICAL AND HYDRAULIC SYSTEM IN~
STALLATION, AND ELECTRICAL PUMP CONTROL PANEL FABRICATION AND INSTALLA-
TION.
UNDERWATER LIGHTING FIXTURES AND RELATED EQUIPMENT.
MISCELLANEOUS CONSTRUCTION AS SHOw"N ON THE DRAWINGS OR REQUIRED BY THESE
SPECIFICATIONS. -
B. RELATED WORK TO BE PROVIDED BY OTHERS:
01. ELECTRICAL HOOK-UP OF THE CONTROL PANEL, PUMPS, COMPRESSOR, EXHAUST FAN,
SUMP PUMP, UNDERWATER LIGHTING EQUIPMENT AND VAULT LIGHT.
02. MAKE-UP WATER SUPPLY LINE TO BE FURNISHED AND INSTALLED TO THE LOCATION OF
THE LAKE LEVEL CONTROL DEVICE PRIOR TO COMPLETION OF LAKE CONSTRUCTION.
03. WATER FOR FILLING AND TESTING THE COMPLETED FACILITY.
04. ROUGH GRADING OF THE AQUASCAPE BOTTOM, TO WITHIN+/-0.1' IN POND AREAS.
•
05. FURNISHING OR INSTALLING ANY STI\UCTURE OR APPURTENANCE NOT SPECIFICALLY -
DESIGNATED IN THE SCOPE OF WORK AND/OR SHOWN ON THE DRAWINGS.
Ob. REMOVAL OF ROCK OR MATERIALS REQUIRING BLASTING OR RIPPING SHOULD THIS BE
NECESSARY.
07, DEWATERING, SHOULD HIGH GROUND WATER BE PRESENT AT THE TIME OF CONSTRUC-
TION. THE OWNER SHALL tAINTAIN ALL CONSTRUCTION SURFACES DRY AND FIR~.
1.02 REQUIREMENTS OF REGULATORY AGENCIES TO BE FOLLOWED: •
A. TBE UNIFORM BUILDING CODE, LATEST EDITION, WHERE APPLICABLE.
B. CONSTRUCTION SAFETY _9,ll.DERS OF THE FEDERAL, STATE OR LOCAL GOVERNMENT. -.__.____ c. THE ACI STANDARDS SPECIFICATl◊NS FOR STRUCTURAL CONCRETE, (ACI 301-72, REVISED
19Bl WHERE APPLICABLE. ! .
D. THE NATIONAL ELECTRICAL CODE, LATEST EDITION, WHERE APPLICABLE
' ),.Q3 GENERAL REQUIREMENTS AND SITE CONDITIONS:
A. VERIFICATIONS: BEFORE ACCEPTING A CONTRACT OR PROCEEDING WITH ANY WORK, THE
LAKE CONTRACTOR SHALL VERIFY ALL QUANTITIES, DIMENSIONS A,ID IMMEDIATELY INFORM
THE LAKE ENGINEER OF ANY DISCREPANCY BETWEEN THE DRAWINGS, SPECIFICATIONS AND
ACTUAL CONDITIONS. NO WORK SHALL BE DONE IN ANY AREA WHERE THERE ·rs A DIS-
. CREPANCY UNTIL APPROVAL HAS BEEN GIVEN BY THE LAKE ENGINEER.
B. EXISTING UTILITY LOCATION: THE OWNER SHALL FURNISH PLANS AND STAKE IN THE
FIELD THE LOCATIONS OF ANY EXISTING UNDERGROUND LINES OR UTILITIES. BEFORE EX-
CAVA'J;'ING, THE LAKE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUt-.'D UTILITY
LINE. SO THAT PROPER PRECAUTIONS MAY BE TAKEN TO AVOID DAMAGE TO SUCH
_UTILITIES. IN THE EVENT OF A CONFLICT, THE CONTRAC'l'OR SHALL PROM?TLY NOTIFY
THE OWNER WHO WILL ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER. FAILURE TO
FOLLOW THIS PROCEDURE PLACES UPON THE LAKE CONTRACTOR THE RESPONSIBILITY FOR
MA.~ING ANY AND ALL REPAIRS FOR DAMAGE OF ANY KIND AO' HIS OWN EXPENSE. TEE
OWNER WILL ASSUME THE RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS A'r HIS OWN
EXPENSE.
C. EXISTING IMPROVEMENTS; THE LAKE CONTRACTOR SHALL PROVIDE NECESSARY SAFEGUARDS
AND EXERCISE CAUTION AGAINST INJURY OR DEFACEMENT OF A!<Y EXISTING SITE IMPROVE-
MENTS, SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTIKG FROM HIS OPEAAT!ONS AND
SHA!iL REPAIR OR REPLACE SUCH DAMAGE AT HIS OWN EXPENSE. NO TRUCKS OR VEHICLES
OF ,ANY KIND SHALL BE ALLOWED TO PASS OVE"R SIDEWALKS, CURBS, ETC., UNLESS
ADmQUATE PROTECTION IS PROVIDED.
D. /~-RESPONSIBILITIES:
HYDRAULIC SYSTEM
STRICT ACCORDANCE
REGULATIONS-.
THE LAKE CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE
AS DESCRIBED "IN THE SCOPE OF WORK. ALI, WORK SHALL BE IN
WITH THE DRAWI~GSr SPECIFICATIO~S AND EXISTING CODES AND
E. DISCREPANCIES: IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS THAT THS
LAKE SYSTEMS BE COMPLETE AND WORKABLE. IT IS THE LAKE CONTRACTOR'S RESPON-
SIBILI·TY TO l'J\.KE SURE THAT THE EQUIPMENT FURNISHED IS COMPATIBLE AND ADHERES TO
ALL REGULATIONS. ANY DISCREPANCIES SHOULD BE• NOTED IMMEDIATELY AND SHOULD BE
REPORTED TO THE LAKE ENGINEER FOR CLARIFICATION PRIOR TO INSTALLATION.
F. SYSTEM CLEAN-UP AND START-UP: WATER FOR FILLING THE LAKE AND POWER FOR OPERA-
TION OF THE SYSTEM (S) SHALL BE FURNISHED BY THE OWNER AND SHALL BE AVAILABLE
CONCURRENTLY WITH THE COMPLETION OF THE LAKE CONTRACTOR'S WORK. DEBRT S AND
FOREIGN MATERIALS SHALL BE REMOVED FROM THE LAKE AREA AND PUMP VAULTS, BY THE
LAKE CONTRACTOR ONE TIME ONLY, PRIOR TO THE OPERATION OF THE SYSTEM. IF f,DDI"
TIONAL CLEAN-UPS ARE REQUIRED DUE_ TO CONSTRUCTION DELAYS OR FOR OTHER REASONS
THAT ARE NOT THE RESPONSIBILITY OF THE LAKE CONTRACTOR, THE OWNER SHALL BE
RESPONSIBLE FOR SUCH CLEANING. WHEN THE LAKE HAS BEEN FILLED TO THE DESIGNATED
WATER LEVEL AND ALL ELECTRICAL CONNECTIONS HAVE BEEN COMPLETED, THE L~KE CON~
TRACTOR SHALL ACTUATE THE RECIRCULATION SYSTEM AND SHALL BE RESPONSIBLE FOR THE
PROPER OPERATION OF PUMPS, CONTROLS AND ALL OTHER MECHANICAL AND ELECTRICAL
EQUIPMENT INCLUDED IN THE SCOPE OF WORK.
1.04 QUALIFICATIONS:
A. THE LAKE CONTRACTOR AND HIS SUPERVISOR TO BE ASSIGNED TO THIS JOB SHALL HAVE
THE FOLLOWING QUALIFICATIONS:
B.
01. HAVE SUCCESSFULLY COMPLETED NOT LESS THAN FIVE (5) LAKE PROJECTS, EACH OF
A SCOPE EQUAL TO OR GREATER THAN THIS PROJECT, WITHIN THE LAST TWO (2)
YEARS.
02. SUBMIT TO.THE OWNER, WITH HIS FORM/IL BID, A LIST OF AT LEAST FIVE (5)
PROJECTS COMPLETE WI'rH NAMES, ADDRESSES AND TELEPHONE NUMBERS OF THE
LANDSCAPE ARCHITECT/ ENGINEER AND THE OWNER'S REPRESENTATIVE AND A BRIEF
DESCRIPTION OF THE LAKE FACILITIES INCLUDING SIZE AND SCOPE OF THE
MECHANICAL SYSTEM, LISTS OF SUBCONTRACTORS (IF ANY) AND THE DATE OF
COMPLETION.
03. BE CAPABLE OF FURNISHING AS A SEPARATE BID, LABOR, MATERIAL AND PERFOR-
MANCE BONDS.
04. THE OWNER WILL DETERMINE IF THE LAKE CONTRACTOR IS QUALIFIED TO PROPOSE TO
WOR.~ ON THIS PROJECT AND MAY REFUSE ANY BID.
THE CONTRACTOR, BY SUBMITTING A BID, THEREBY REPRESENTS THAT HE UNDERSTANDS THE
NATURE OF THIS SPECIALIZED ARTISTIC WORK. ALSO, THAT HE UNDERSTANDS BASIC
HYDRAULICS AND FLOW REQUIREMENTS PERTAINING TO STREAMS AND WATERFALLS AND IS
ULTIMATELY RESPONSIBLE FOR THE ARTISTIC RESULT OF HIS WORK.
PART 2 -PRODUCTS
2.01 PVC LINER:
A. MATERIAL: THE MATERIAL SUPPLIED UNDER THESE SPECIFICATIONS S![jj£L BE FIRST
QUALITY DOMESTIC GOODS SPECIFICALLY FORMUf,ATED, MANUFACTURED, FABRICATED AND
TESTED FOR LAKE APPLICATIONS. THE MATERIALS· USED FOR THE LINING SHALL BE A
POLYVINYL CHLORIDE (PVC) MEMBRANE AND SHALL HAVE BEEN SATISFACTORILY
DEMONSTRATED BY PRIOR USE TO BE SUITABLE AND DURABLE FOR THE PURPOSE OF THIS
WORK. THE MEMBRA~~ SHALL BE MANUFACTURED BY THE CALENDERING PROCESS AND SHALL
BE UNIFORM IN COLOR, THICKNESS, SIZE &'ID SURFACE TEXTURE. 'fHE FINISHED LINJNG
SHALL BE A FLEXIBLE, DURABLE, WATERTIGHT PRODUCT FREE FROM PINHOLES, BLISTERS
AND CONTAMINANTS. REPROCESSED MATERIALS SHALL NOT BE ACCEPTABLE OTHER THAN
CLEAN REWORK MATERIALS FROM THE SAME VIRGIN INGREDIENTS GENERATED FROM THE
MANUFACTURER'S OWN PRODUCTION. THE PVC LINING SHALL BE AS F1'.J'RNISHED BY PALCO
LININGS, INC., STANTON, CALIFORNIA; SI'AFF INDUSTRIES, UPPER MONTCLAIR, NEW
JERSEY; WATERSAVER, INC., DENVER, COLORADO, OR APPROVED EQUAL. THE FINISHED
LINING MUS'r HAVE THE FOLLOWING MINIMUM MATERIAL PROPERTIES.
'
PROPERTY
GAUGE. (NOMINAL)
THICKNESS (MINIMUM)
SPECIFIC GRAVITY
MINIMUM TENSILE PROP.
{EACH DIRECTION)
,i. BREAKING FACTOR
••'•:.
"""
, (LBS/INCH WIDTH)
2. ELONGATION@ BREAK
• (PERCENT)
3. MODULUS ,(FORCE}
@ 100% ELONGATION
(LBS/INCH WIDTH)
TEAR RESISTANCE
(MUI. AVERAGE POUNDS)
TEST METHOD
ASTM 01593
PAR. 9.1.3
ASTM D792
MTD A-1
ASTM D882
MTD A ORB
(ONE INCH WIDE)
.MTD A OR B
MTD A ORB
ASTM D1004
DIEC
VALUE ;
20 MIL
19 MIL
1. 24 TO
1.30
46 LBS/IN WDTH
(2300 PSI)
300.%
,18 LBS/IN WDTH
(900 .PSI I
(
'
6 LBS '
' (3 00 LBS/IN)
',
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•
LOW JEMPERATURE IMPACT ASTM Dl790
/ ~ . i ~ lr_R_E_V_IS-IO_N_S__,,,..B-Y~,
~I \
I
(50% PASS) '
DIMENSIONAL STABILITY
,(EACH DIRECTION, %
CHANGE MAXIMUM)
WATER EXTRACTION
(C'!AX % WT LOSS)
VOLATILE LOSS
(MAX % WT LOSS)
ASTM Dl204
212 DEG F 15 MIN.
, I
ASTM D3Q83
{MODIFIED BY NSF)
ASTM D1203
MTD A
MINIMUM MATERIAL PROPERTIES
RESISTANCE TO SOIL ASTM D3083
BURIAL (% CHANGE MAX.) (MODIFIED BY NSF)
IN ORIGINAL VALUE
1. BREAKING FACTOR
2. ELONGATION
3. MODULUS@ 100% ELONGATION
HYDROSTATIC RESISTANCE ASTM D751
(LBS/SQ IN MINIMUM) MTD A
FACTORY S&AM REQUIREMENTS
FACTORY SEAMING MET~
BONDED SEAM STRENGTH '"\..sTM D 3 08 3
(FACTORY SEAM BREAKING (MODIFIED BY NSF)
f'ACTOR, PPI WIDTH)
PEEL ADHESION
(LBS/IN MINIMUM)
RESISTANCE TO SOIL
BURIAL (% CHANG!:': ;'1AX.
IN ORIGINAL VALUE)
BONDED SEAM STRENGTH
PEEL ADHESION
,
ASTM 0413
(MODIFIED BY,NSF)
)
ASTM D3083
(MODIFIED BY NSF)
FIEI.,D __ SEAM REQUIREMENTS
FIELD SEAr--!ING-._METHOD
BONDED SEAM STRENGTH
(SEAM BREAKING FACTOR)
ASTM 03083
(MODI FI ED BY " NSF)
-15 DEG F
+'f-s 5%
0."35%
',
0.9%
5%
20%
20%
60 PSI
/
DIELECTRIC
FUSION WELD
36.8 LBS/IN
WIDTH
10 LBS/IN OR
FILM TEAR BOND
-20%
-20% I
-. BONDED SOLVENT
WELD
' 36.8 LBS/IN
I
-
B. FABRICATlON: THE INDIVIDUAL WIDTHS OF CALENDERED PVC SHALL BE FACTORY FABRI-
CATED INTO LARGF. SHEETS CUST"OMED DESIG!IF.D FOR THIS PROJECT WITH A WIDTH AND
LE:-iGTH SC AS TO KINIMIZE FIELD SEAMING. ALL FACTORY SEAMS SHALL PROVIDE A BOND
BETWEEN THE SHEETS SUfFICIENTLY STRONG TO MEET ·THE TEST REQUIREME:NTS OF THESE
SPECIFICATIONS. THE FACTORY SEAMING SHALL BE ACCOMPLISHED BY USE OE' DIELECTRIC
FUSION WE!.,DING E(,.JUIPMENT. THE DIELECTRIC WELD SHALL BE A ONE INCH WIDE CON-
TINUOUS BC~D.
C. PANEL PACKAGING A~D STORAGE: FACTORY FABRICATED PVC PANELS SHALL BE ACCORDION
FOLDED ONTO A STURDY WOODEN PALLET DESIGNED TO BE MOVED BY A FORKLIFT OR
SIMILAR EQUIPMENT. FACTORY FABRICATCD PANELS SHALL BE PACKAGED IN HEA\7Y, WATER
RESIS'l'AN'l' CARDBOARD, FULLY ENCLOSED AND PROTECTED TO PREVEh"T DAM.AGE TO THE
PANEL D0RING SHIPMENT. BOTH THE FACTORY FABRICATED PANELS AND THE OUTSIDES OF
EACH CONTAINER SHALL BE PROMINENTLY, INDELIBLE MARKED WITH THE PANEL SIZE.
PACKAGED FACTORY FABRICATED SHEETS WHICH HAVE BEEN DELIVERED TO THE PROJECT
SITE BH!d,L BE STORED IN THEIR ORIGINAL, UNOPENED CONTAINERS IN A DRY AREA AND
PROTECTED FROM THE DIRECT HEAT OF THE SUN WHERE -POSSIBLE, ESPECIALLY WHEN
STORED COR A LONG PERIOD OF TIME. co:NTAINERS SHALL NOT BE STACKED.
D. QUALIFICATION OF SUPPLIERS:
Ol. THE MANUFACTURER OF THE PVC SYNTHETIC MEMBRANE LINER SHALL PROVIDE THE
OWXER 1 S REPRESENTATIVE WITH A JOB LIST OF NCT LESS THAN TWENTY (20)
PROJECTS AND NOT LESS THAN TEN (10) MILLION SQOARE FEET OF SUCCESSFULLY
INSTALLED PVC SYNTHETIC LINING. THE JOB LIST SHALL SHOW THE NAME, AD-
DRESSES AND TELEPHONE NUMBERS OF THE APPROPRIATE PARTY 1'0 CO!-t'TACT IN EACH
CASE.
02. THE F.>,BRICATOR OF THE PVC SYNTHErIC MEMBRANE LINING SHALL BE APPROVED IN
WRJT'ING !JY Tl-IE LINING MANUFACTUKER AND SHALL PROVIDE EVIDENCE TO THE: LAI<E
cNGINcER THAT HE HAS FABRICATED NOT LESS THAN FIVE (5) MILLION SQUARE FEET
OF' P\.'C SYt,..'THETIC MEMBRANE LI!'-JtNG.
03. 'fl-IE p;srrALLER OF THE PVC SYNTHETIC MEMBRANE LINING SHALL BE EXPERIENCED IN
TEE INSTALLATION OF FLEXIBLE MP.MBRA.NE LINING AND SHALL BE APPROVED IN
¼"""RI 1' l NG Bl THE FABRJCATOR AND/OR MANUFj\CTURER.
2.02 GJARA;<TEE: THE MEMBRANE LINING MATERIAL AND THE SEAMING MATERIALS SHALL BE
GUA~ANTEED BY THE SUPPLIER OF THE MATERIAL TO HAVE AN EFFECTIVE LIFE OF AT
LEAST TEN (10) YEARS, PROVIDED THEY REMAIN CONTINUOUSLY PROTECTED AGAINST EX-
POSURE AND MECHANICAL DAMAGE. THIS WARRANTY SHALL GUARANTEE THE PRO-RATA RE-
PLAC~ME'lr COST OF DEFECTIVE MATERIALS DETERIORATING AS A RESULT OF PHYSICA.L OR
CHEMICAL CHANGES WHICH )lENDER THE LINING INEFFECTIVE AS II WATERPROOF MEMBRANE.
SHOULD DEFECTS OR PREMATURE LOSS OF USE OCCUR, THE MATERIAL SUPPLIER SHALL
SUPPLY REP-!'.IR OR REPLACEMENT MAI'ERIAL ON A PRO-RATA BASIS AT THE THEN CURRENT
PRICE IN SUCH A MANNER AS TO CHARGE THE OWNER ONLY FOR THAT PCRTION OF THE WAR-
RANTED TEN YEAR LIFE W~ICH HAS ELAPSED SINCE THE MATERIAL WAS PURCHASED.
2.03 PVC SOLVENT, THE PVC SOLVENT (LJ~cP. TO LINER) ADHESIVE SHALL BE AS PROVIDED BY
THE LINING Mli.TERIAL SUPPLIER OR APPROVED EQUAL'\
2.04 MASTTC, TcE LINER TO CONCRETE ADHESIVE (MASTIC) SHALL BE PER NATIONAL STARCH,
MODEL 366167 DUROTAK OR APPROVED EQUAL.
2. 05 BUTYL TAPE, THE BUTYL TAPE SHALL BE PER GENERAL SEALANTS ,GS-4 OR APPROVED
EQUAL.
2. 0 6 CAu[,K I NG, THE CAULKING SHALL BE PER BURKE SIL I CONE SEALANT OR APPROVED EQUAL
AND SHALL MEET FEDERAL SPECIFICATION TT-S-00230C, TYPE 2 APPLY PER
MANUfACTURER'S REQUIREMENTS.
2.07 WIRE MESH: THE CONCRETE VENEER REINFORCEMENT SHALL BE ONE INCH BY ONE INCH BY
20 GAUGE GALVANIZED OCTAGONAL MESH WIRE.
2. 08 CONCRETE VENEER:
A. 'THE CONCRETE VENEER SHALL CONSIST Oi A MINIMUM 6-SACK MIX, TYPE I OR II,
POR1'LAND CEME~'T WITH A MAXIMUM AGGREGATE SIZE OF 3/8".
-
B. THE CONCR~TE SHALL OBTAIN A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI
WHEN PREPARED TN ACCORDANCE WITH ASTM C31 AND TEST METHOD 231. CONCRETE FAIL-
ING TO MEET THIS SPECIFICATION SHALL BE REMOVED AND REPLACED,
C. IT SHl\LL BE THE LAKE CONTRACTOR'S RESPONSIBILITY TO FURNISH A STATEMENT FROM
THE CONCRETE SUPPLI-ER STATING THE MIX PROPORTIONS, THE ANTICIPATED STRENGTH AND
A TEST REPORT COPY MADE IN THE LAST 90 DAYS. AFTER APPROVAL, THE AGGREGATES
AND CEMENT SHALL REMAIN THE SAME THROUGHOUT THE JOB. THE QUANTITIES OF EACH
MAY CHANGE 'rO INCREASE STRENGTH.
D. THE CONCRETE SHALL BE DELIVERED TO THE SITE WITH A SLUMP OF NOT MORE THAN 4
INCHES.
2.09 CAST-IN-PLACE CONCRETE {FORMED): CAST-IN-PLACE CONCRETE SHALL MEET THE FOLLOW-
ING REQU 1 REMENT:
A. MATERIALS:
01. CONCRETE AND ACCESSORIES:
A. PORTLAND CEMENT: STANDARD BRAND COMPLYING WI'l'H ASTM ClSO, TYPE I OR
II, TOTAL ALKALI CON'TENT NOT TO EXCEED 6%.
B. WATER: FRESH AND CLEAN FROM II SOURCE DISTRIBUTED FOR DOMESTIC PUR-
POSES,
C. AGGREGATES: PER ASTM C33.
02. CONCRETE REINFORCING:
A. REINFORCING BARS: CONFORM TO ASTM A615, GRADE 60.
B. SUPPORTS FOR REINFORCING BARS: USE PRECAST CONCRETE ONLY.
C. TIE WIRE: SOFT ANNEALED STEEL, NOT SMALl,ER THAN 18 G/\UGE.
D. WELDED WIRE FABRIC: ASTM 11185, GAf,VANIZED. FURNISH WITH MARKING TAGS
DESIGNATING WIRE SIZE AND SPACING.
03. FORMWORK:
A. LUMBER FOR STUDS AND WHALERS: CONSTRUCTION GRADE DOUGLAS FIR, 2•
NOMINAL THICKNESS. FOR CONCEALED CONCRETE SURFACE, SURFACED DOUGLAS
FlR, SHIPLAP OR T~G, NOMINAL lh THICKNESS.
B. PL'I'NOOD, EXPOSED SURFACES: ,· PSI-74 HDO PLYFORM CLASS I EXTERIOR, EACH
PIECE BEARING GRADE MARK. WHEN FORMING STUDS ARE NOT OVER 12" ON CEN-
TERS, USE MINIMUM s;s~ 5-PLY TYPE; WHEN 16" ON CENTERS, USE MINIMUM OF
3/4" 5-PLY TYPE. USE ON FORMWORK FOR EXPOSED SURFACES OR Aa SUB-
STITUTES AT CONCEALED SURFACES.
C. CONCEALED SURFACES: CONTRACTOR'S OPTION. i
D. FORM TIES; PREFABRICATED, ROD, FLAT BAND OR WIRE TYPE, OR THREADED
INTERNAL DISCONNECTING TYPE OF SUFFICIENT TENSILE STRENGTH TO RESIST
ALL IMPOSED LOADS OF FRESH CONCRETE AND WI'rH EXTERNAL HOLDING DEVICES
OF ADEQUATE BEARING AREA. USE TIES WHICH PERMIT TIGHTENING AND
SPREADING OF FORMS AND LEA¥E NO METAL CLOSER THAN 1-1/2" FROM SUR-
FACES. USE NO CONES ON EXPOSED CONCRETE.
E ." FORM COATING, NON GRAIN RAISING AND NON STAINING TYPE THAT WILL NOT
LEAVE RESIDUAL MATTER ON SURFACE OF CONCRETE-OR ADVERSELY AFFECT BOND-
~ -·
--
·,
•
2.10
2.11
2.12
2.13
A.
B.
c.
D.
E.
F.
G.
u.
I.
J.
K.
2.14
A.
B.
c.
D.
E.
2.15
A.
B.
c.
2.16
A.
B.
C.
: ING TO CONCRETE OF OTHER APPLIED MATERIALS. USE APPROVED TYPE OP
RUST-PREVENTING, NON-STAINING RELEASE FOR METAL FORMS. COATINGS CON-
TAINING MINERAL OILS OR OTHER NON DRYING INGREDIENTS ARE NOT PER-
MITTED.
F. METAL FORMS: TRUE TO DETAIL, GOOD CONDITION, CLEAN, FREE FROM DENTS,
BENDS, RUST AND OIL. USE AS OPTION IN LIEU OF WOODEN FORMS, SUBJECT
TO APPROVAL BY THE L/\KE ENGINEER. •
FIBRE EXPANSION JOINT FILLER: THE FIBRE EXPANSION JOINT FTLLER SHALL BE A 3/8" 1
THICK NON-EXTRUDING JOINT FILLER OF ASPHALT IMPREGNATED FIBRE IN LENGTHS OF 5
TO 10 FEET PER HUB OR APPROVED EQUAL AND SHALL MEET AS'fM SPECIFICATIONS D544-
49, TYPE 5 AND Dl751-60T.
NON-SHRINK GROUT; THE NON-SHRINK GROUT SHALL BE PER SPEEDCRETE BLUELINE OR AP-
PROVED EQUAL.
EXPANSION BOLTS: THE EXPANSION BOLTS SHALL BE PER RED-HEAD SERIES JS OR AP-
PROVED EQUAL.
MECHANICAL:
RECIRCULATION PUMPS: THE RECIRCULATION PUMPS SHALL BE FURNISHED AND INSTA.T,LED
BY THE LAKE C0!\7TRACTOR AND SHALL BE OF THE SIZE, TYPE AND MANUFACTURE SllOV1'N ON
THE PLANS. PUMP SHALL BE MOUNTED ON A FACTORY FABRICATED BASE TO THE CENTER
LINE DIMENSION SHOWN ON THE PLANS.
SUMP PUMP: THE SUMP PUMP SHALL BE HYDROMATIC MODEL 19AT425 OR APPROVED EQUAL
WITH MERCURY DISPLACEMENT SWITCH, .ti:t:-lTI-CLOG VORTEX IMPELLER WITH BACK PUMP otJT
VALVES TO HANDLE 3/8" SOLIDS. MOTORS SHALL BE HEAVY DUTY, OIL FILLED, IHTH
THERMAL OVERLOAD PROTECTION. SEAL SHALL BE MECHANICAL SPRING LOADED.
INTAKE FAN: THE INTAKE FAN SHALL BE PER DAYTON MODE!, 4C258 OR APPROVED EQUAL
AND SHALL HAVE A 1/4 H.P., 1750 RPM, 115 VOLT CENTRIFUGAL TYPE IN LINE BLOWER
WITH A VANEAXIAL FAN, BALL BEARING MOTOR, AIR STRAIGHTENING VANF.S A.l\D DEEP SPUN
INLET CONE. THE INTAKE FAN SHALL HAVE A CAPACITY OF 1160 CFM AT PREE AIR.
AERATION COMPRESSOR: THE COMPRESSOR SHALL BE AS SHOWN ON THE PLANS. THE COM-
PRESSOR SHALL BE EQUIPPED WITH FILTER. TNLE'I' SILENCER, AND DISCHARGE SILENCER.
DIFFUSER: THE Dif'Pt.:SEH SHALL BE PER SCHRAMM 3547-C014 OR APPROVED EQOAL WI':'H
WEIGHTED LEADER HOSES AND FIT'IINGS AS SHO¼~ ON THE PLANS •
AIRLINE CHECK VALVE: THE AIRLINE CHECR VALVE SBALL BE PER TECHNO CORPOAATION
OR APPROVED EQUAL AND SHALL BE OF C~RBON STEEL Co'NSTRUCT.[ON WITH MALE THREAD
END TO SIZE SHOWN O~~ T:-!E PL.a.NS.
REPAIR COUPLINGS: ALI. REPAIR COUPLINGS SHALL BE GiiESN 7035 OR APPROVE[) EQ[:P..L
UNLESS OTHE~WISE NOTED ON '1.'!-JE PLANS AND FIT~E.D FOR PIPES AS S~CWN ON THI:: FLANS.
BUTTERFLY VALVE{S): THE BOTTERFLY VALVE(S) SHl\LL BE FOR Hli,NJ DPF:RA'f'ICN PER
KEYSTONE FIGCRE 99 UNLESS OTHERWISE: NOTED OR APVi\O\ ::-;n £(;'_'.AL. 'I'i-12':: 3llf1:...;, BE
WAFER TYPE-FOR FLAKGE MOU~TING. THE: .PRESSURE ?A'.:'I:~:_; SHALL BE l 2S LB. VA:..,VE
BODIES SHALL BE HIGH S'l'RENGTB CAS1' IRON WITH CARBON STEEL SHAFTS.
CHECK VALVE (S): THE CHECK VALVE {S) SHALL BE WAFER 'I'YPE, SPRING LOADEJ, 8:.JT-
TERFLY TYPE WITH DUAL SPRINGS A_:j1) SHALL CONSIST OP A R:.lBBEr! LINED lN3ER'I' 1~ .\
CAST IRON BODY PER CE:1TER-LTNE, INC. OF TL:..SA, OKLAHOMA OR APPR·)VED EQU,.L .
WHEN CHLORINE IS APPLIED THE CUECK VALVE IS TO BE EPOXY COATED.
FLOA'l' VALVE: THE FLOAT VAL'./F SHALL BI:.: PER CL.A-VAL MODEL 124G-Cl (GLOBE) OR AP-
P.ROVED EQUAL AS SHOWN ON 'I'm; PLAN'S.
GATE VALVE: THE GATE VALVE SHALL BE PER RED-WHITE MODEL 206 CR APPROVE:J ECJAL
WITH NON-RISING STEM, SOLII.:. WE::>GE DISC AN:) SCf<E\-iF:D ENI.: T(; THL SIZt .StUWI\ 0:-J THE
PLANS.
PVC PIPING,
• • MATERIALS: PIPE SHALL BE POLYVINYL CHLORIDE {PVC) TO Sl?.F A.ND PRtSSUPt CLASS
AS INDICA'ICD ON THE PLANS. T.HE PLASTIC COMPOU!'ID SHA.LL CO~FORM TO l~S'TM S'!':\NCARD
SPECIFICAT~ON D2241, SECTION 7.5, TYPE 1, GRADE 1. THE COMPOUNn CLASSTFTCAT~ON
S "AL• BE 1°45'8 'S ~EFI'"ED I" 'ST .. ..,,,a~ mr--Tt."n1'~,, ... ,...,s "'D or•·'"•"•ro"~ '"J""" ME .. ,,,, u .u . -I"--:r ~ ._., ,_,, !.~ n. l'I U..l.1 <t • .i.lJL,~r:v-.~~,.___[, /-\,.~ l'it,,_>,.::;,~ ,.~.:,. ~t{\l.,L 1 1:l
THE AST'.< D2122.
' THE PIPE SHALL BE
FOREIGN IN~LUSIONS
110.MOGENEOUS THROUGHOUT
OR OTHER DEFECTS.
AND FREE FROM VISIBLE CRACKS, HOLES,
JOINTS SHALL BE lN'fEGRAL BELL AND SPIGOT TYPE WITH RUBBER GASKI-:T, co-;:-·oRM.'.!:NG TO
ASTM D3139.
FITTINGS SHALL MEET DIMENSIONAL AND QUALITY ~EQU£REMENTS IN /\STM D3036.
PVC PIPE SHALL NOT BE STORED IN THE Bl.;N ?OR AN".. LENGTH OF TIME AND Sli/\LL t,:JT Bf.
DROPPED OR ABUSED IN A MANNER THAT CAN CAUSE CRACKiN'-.J. DISCOLORED PVC M.a,TERTAL
.-~ALL NOT BE l'SED.
'~
SPECIALTIES; /
MISCELLANEOUS METALS:
01. MATERIAL: ALL METAL PIPE SHALL BE STANDARD BL}\CK STEFL AND SHALL CONFORM
TO ASTM Al20 UNLESS OTHERWISE NOTED ON TH;=: PLANS. STEEL SHALL CO:\FORM TO
ASTM A36. WELDING SHALL BE WITH ASTM A233-E-60 SERIES. EXPANDED META:,
SHALL BE MADE FROM CARBON STEEL !1ANUFACTURED TO MILITARY SPECIFICATIONS
MTL-M-l 7194C, TYPE l, CLASS l A~D SHALL BE STYLE STA!-JDAR_D l/2 11 13-1 47
LBS/SF. FABRICATION SHALL BE EXAC'I'ING AND TRUE WITH THE Pt.ANS. ALL s:Li:;!,-
FACES TO BE WELDED AND SHALL BE FREE FROM LOOSE SCALE, SLAG', RC.ST, GSEl\.::'.E
OR ANY OTHER FOREIGN MATERIAL. JOINT SURFACES SHl\LL BE FREE FROM r INS .?.ND
TEARS. ALL PARTS SHALL BE ALIGNED AND SQUARED TO PLAN DIMENSIONS.
02. CONNECTIONS: BOLTS SHALL BE HEX HEAD, NATIONAL COARSE CU'l' THREADS ROM t,..7,
A307 AND/OR A373 STEEL. BOLTS SHALL DEVELOP A T~ION OF 14,000 PSi.
CONNECTIONS TO CONCRETE SHALL BE MADE AFTER THE POER WITH RAM-IN OR RAM
DRILL MADE BY RAMSET OR APPROVED EQUAL.
03. GALVANIZING: GALVANIZING SHALL BE MADE AFTER FABRICATION BY THE HOT DlP
PROCESS. '
SHEET METAL: SHEET METAL SHALL BE GALVANIZ-ED STEF:L 16 GAUGE UNLtSS 0'1'1-iErlWISE
NOTED ON THE PLANS. WORKMANSHIP SHALL BE -EXACTI~G Wl'J'H NO Gl\PS. ALL JOINTS
SHALL BE SOLDERED.
FOUNTATNS: THE FOUN'l'AIN HEAD (S) SHALL BE: PER KL"l. OR APPROVED EQUf--L TO THE
SIZES AND MODEL NUMBERS SHOWN ON THE PLANS.
ELECTRICAL: ;
CONTROL PANEL: CONTROL PANEL SHALL BE FUR1NISHED BY THE LAKE CONZ!,'RACTOR /\ND
SHALL BE COMPATIBLE WITH THE PUMPS FUBNISHED. THF PANEL SHALL COt-.1TAIN MAGNETIC
STARTERS,, DISCONNECTS, OVERLOAD RELAYS, QUICK TRIP AMBIENT COMPENSATED HF,P._'fEP
ELEMENTS, TRANSFORMER, 7-DAY, SK1P-A-DAY TIME CLOCK A 110 VOL1' DUPLEX REC EP-
TACLE AND BREAKERS AS NEEDED. THE BOX SHALL BE NEMA 3R SUITABLE FOR KALL
MOUNTING AND SHALL HAVE THE HOA SWITCH AN1) ttESE'l' IN THE DOOR. THE BOX -~fHt,..LL BE
LOCKABLE AND DESIGNED SPECIFICALLY FOR WALL' MOUNTING.
CONDUITS: ALL CONDUITS INSTALLED SHALL B~•; GALVANIZED AND RIG'rD OR FLEXIBLE
MEETING THE FOLLOWING REQUIREMENTS:
01. THE GALVANIZED CONDUIT SRALL CON?ORM TO THE FEDEFJ\L SPECIFICATIONS ww·~c-
581 CJ AMERICAN STAKDARLJ RIGID S1'EE:L CONDCIT' SPECIFICATION CS0.1-1953 AND
UNDERWRITERS LABORATORIES SPECIFICATION.
02. THE INSIDE DIAMETER OF THE SLEEVE SHALL BE THE SAME AS THE Ol''T'STOE
DIAMETER OF T~E I.P.S. PIPE USED WITH IT. THE WALL THICKNESS OF ?HE
SLSEVf: SHALL BE THE SAME AS THE JACKET ON THE PIPE,
03. ALL co~mUITS TO BE RUN UNDERGROUND SHALL BE AN AP?ROVED PVC TYPE.
ITNDERWATE.R LIGHTS: THE UNDERWATER LIGHTING F'IX~URES SHALL BE DESIGNED FOR l'SE
W ITP." CL IP MOUNTED TUNGSTEN BALOG£~ ( QU!-i.R1'Z) LAi•lP AND SHALL BE OF P(JF:0S1 TY ?REE
C~ST BRONZE CONSTRl:C7'ION WITH ALL FASTENERS Of' SrAlNLESS STEEL OR SILICONE
-BF'ONZE~ THE LENS SH~tL BE COWEX HEA.T RESISTA.s'T GLASS OF THE COLOR s1-w~~1,; ·)N
THE PLANS. LENS GASJ{ET SHALL BE SINGLE PIECE MOLDED "U" SHAPED SILICO:IE. FIX-
TURE SHALL BE SUPPr./2:ED T'.J LENGTH AS REQ'.JIRED; #16-3 S? SUBMERSIBLE: CORIJ WI1'-H
GROCND WlRE P1JSITiv'E.LY GROUNDED INSIDE UNI1'. CORD ENTRANCE TO FIXTURE SHALL BE
BY MEANS OP A BRAS·S WATERTIGHT SEAL A};D EPOXY ENCAPS0LAN1'. SOCKET SHALL BE
MOGUL PRONG TYPE WITH 200 DEGREE L1'JS;JLATED LEADS. YOKE AND BASE SHALL BE HEAVY
_ CAST BRONZ~ CONSTRUCTION WITH UP TO 90 DEGREE ANGLF OF ADJUSTMEN'l'. B/\SE SHALL 1 HAVE PROVI5IO~ FOR OSE i'/ITH FLOOR ANCHOR BOLTS. FIXT'JRE SHALL BE LISTED BY
D,.
E.
F.
2.17
A.
UNDERWRITE~::, 1 LABORA'I'ORIES. UNDERWATER FIXTURE SHALL BE HYDREL YOKE MOUN .. f OR
BA.SE MOUNT MODEL OR AFPROVCD EQUAL.
LOW WATER SENSOR: THE I.IGHTI~G LOW WATER SENSOR SHALL BE PER F:LECTROMATIC OR
APPROVED EQUAL AND SHALL HAVE ':'HE FOLLOWING COMPONENTS:
01. CON'fROLS: CONTROLS SclALL BE AS INlJICA'l"ED ON THE PLANS AND SHALL BE IN-
.DUSTRIAL TYPE MEDlUM AND HlGH DENSITY, SOLID STATS ELECTRONICALLY TRIG-
'<,;ERED, TWO AND 'l'HREE POLE ELECTROMAGNETIC RELAYS.
02. ELECTRODE FITTING: ELECTRODE FITTING SHALL BE A GEl\.'ERAL ?tiR?GSE, PVC,
PRESSURE TIGHT ASSEMB~Y WITH EXTERNAL PIPE THREAD.
UNDERWATER JUNCTION BOXES: THE UNDERWATER JUNCTION BOXES SHALL BE OF HEAVY
CAST BRONZE CONSTRUCTION, NEO?R~E GASKETS, INT_ERNAL GROUND LUGS AND SILICONE
BRONZE HARDWARE. THEY SHALL BE PER HYDREL MODEL 1700 SERIES OR APPROVED EQUAL
TO SIZE /IS SHOWN ON THE PL!'.NS.
CORD ENTRANCE SEAL: THE CORD SEA[,S SHALL BE CONS'rRUCTED OF BRASS WITH NEOPRENE
GROMMET. DESIGNED FOR USE IN UNDERWATER FUNCTION BOXES FOR F'IXI'URE CORD
ENTRANCE SEALS FOR TYPE ST OR SO WATER RESISTANT CORD ANDjSHALL BE PER HYDREL
OR APPROVED EQUAL.
·,
PRECAST CONCRETE VAULT, SKIMMER AND BOX (ES),
GENERAL: THE PRECAST VAULT, SKIMMER AND BOX (ES) SHALL BE PER QUIKSET OR AP-
i ' ,
.
PROVED EQUAL AND TO SIZE SHOWN ON THE PLANS. ALL PRECAST CONCRETE MANHOLE SEC-
TIONS SHALL BE MANUFACTURED IN A PLA1'.'T ESPECIALLY DESIGNED FOR THE PURPOSE.
WALL UNITS SHALL CONFORM TO THE DESIGN SHOWN ON THE DRAWINGS AND ALL WORK SHALL
BE DONE UNDER STRICT PLANT CONTROLLED SUPERVISION.
B. DESIGN LOADS: DESIGN LOADS SHALL CONSIST OF DEAD LOAD, LIVE LOAD, IMPACT·AND
IN ADDITION, LOADS DUE TO WATER TABLE AND ANY OTHER LOADS WHICH MAY BE IMPOSED
UPON THE STRUCTURE. LIVE LOADS WHEN APPLICABLE SHALL BE FOR H-20 AND/OR H-20-
S-lG PER AASHTO STANDARD SPECIFICATIONS FOR HIGHWAi BRIDGES WITH REVISIONS.
DESIGN WHEEL LOAD. SHALL BE 16 KIPS. THE LIVE LOAD SHALL BE THAT LOADING WHICH
PRODUCES THE MAXIMUM STRESSES AND BENDING MOMENTS IN THE STRUCTURE.
C. FORMS: ALL FORMS USED IN PLACING CONCRETE SHALL BE OF METAL AND SUFFICIENTLY
DESIGNED AND BRACED TO MAINTAIN THEIR ALIGNMENT UNDER PRESSURE OP THE CONCRETE
DURING PLACING.
D. CONCRETE:
01. AGGREGATES: ALL AGGREGATES FINE AND COARSE OTHER THAN LIGHTWEIGHT AG-
GREGATE SHALL CONFORM TO SPECIFICATIONS OUTLINED BY IISTM C-33-64.
LIGHTWEIGHT AGGREGATES SHALL BE FREE OF DELETERIOUS SUBSTANCES CAUSING
REACI'IVII'Y WITH OXIDIZED HYDROGEN SULFIDE. BOTH TYPES OF AGGREGATE SHALL
BE GRJ-i.DED IN A f-1,,\NNER SO AS TO PRODUCE A HOMOGENEOUS CONCRETE MIX. ALL
MATERIALS ARE TC !JE ACCURATELY WEIGHED AT A CENTRAL BATCHING FACILITY FOR
MIXING.
02. CEMENT: ALL CEME~~ SHALL BE PORTLAND CEMENT CONFORMING TO ASTM ClSO, TYPE
II. CE~-rnl'-.--r' CONTENI' SHALL BE SUFFICIENT TO PRODUCE MINIMUM COMPRESSIVE
STRENGTH OF 3,000 PSI.
03. PLACISG, ALL CONCRETE SHALL BE HANDLED FROM THE MIXER OR TRANSPORT
VEHICLE TO THE PLACE OF FINAL DEPOSIT IN A CONTINUOUS MANNER AS RAPIDLY AS
PRACTICABLE A.ND WITHOUT SEGREGATION OR LOSS OF INGREDIENTS, Uh"'TIL THE AP-
PROVED UNIT OPERATION IS COMPLETED, CONCRETE SHALL BE PLACED IN LAYERS NOT
OVER TWO (2) FEET DEEP. EACH LAYER SHALL BE COMPACTED BY MECHANICAL IN-
TERNAL OR EXTERNAL VIBRATING EQUIPMENT. DURATION or THE VIBRP.TION CYCLE '·
SHALL BR LIMITED TO THE TIME NECESSARY TO PRODUCE SATISFACTORY CONSOLIDA-
TION •.
04. CURING: FOR PURPOSES OF EARLY RE USE OF FORMS, THE CONCRETE MAY BE STEAM
CURED AFTER AN lNI'fIAL SET HAS TAKEN Pf~ACE. THE STEAM TEMPERATURE SHALL
NOT EXCEED 160 DEGREES AND T!lE TEMPERA'rURE SHALL BE RAISED FROM NOR"!AL AM-
BIENT TEMPERATURES AT A RATE NOT TO EXCEED 50 DEGREES PER HOUR.
THE STEAM CURED UNIT SHALL NOT BE REMOVED FROM THE FORMS ur,ITIL SUFFICIENT
STRENGTH IS OBTAINED FOR THE UNl'r TO WITHSTAND ANY STRUCTURAL STRAIN ·rHAT
MAY BE SUBJF:CTED DURING THE FORM STRIPPING OPERA.TION. AFTER THE STRIPPING
OF FORMS FUR'IbS.R Cl:RING BY MEANS OF WATER SPRAYING OR A MEMBRANE CURING
CO."'\F_:,;';m MAY BE l1SF:J AND .S!lALL BE OF t, Cl.:~AR ·JR W'E-JITE TYPE, CONFORMING TO
AS'I'f·l C3Ci9-r1P.
E • .REI~FO.RCING STF~·-i.: A7:.,Y. RSlN:''OBCI..':G STEEL, TNCL'.JDp.;c; WELDED WIRE MESH, SHALL BE
GP THE su;1:: AND 1N THE LOCATION AS SHCh"""N ON THE i1ANtJFi\CTURER 1 S SHOP DRAWINGS.
AL:., H.B:::NFORCIXG SHALL BE SGFFIClE:'.'<TLY '!'!£;:) TO WITHSTAND ANY DISPLACEMENT DURING
':'HE POIJR ING OPF:RATION. ALL BARS SH.~LL BE H.;rJ'ERMEDIATE OR l--i.ARD GRADE BILLET
.S?EF:L C)NF0.!'1MI);G TO ASTM A-615. BARS O'I'HE!-{ THAN 1/4 .. ROUND OR SMALLER SHALL BE
DEFUr-'MED IN ACCORDA\JCE WITH ASTM A-305.
F. JOTN'l' SEALANT: THE JOIN'l' SEALANT SHALL BE AS PROVIDED BY THE VAULT MANUFAC-
T'.:1F-"ER AND SHALL BE INSTALLED IN QUAt,,iTITIES RECOMMENDED BY THE VAULT MANUFAC-
Tr;RF:;,.
PART J -EXECCTlON
3.01 FINISH LAKE GPA.DlNG:
1\. SUBGFA? :'. ?REP.1\RA';'ION: THE SLTBGRADE CPON WHICH THE MEMBRANE LINING IS TO BE
;:,;:_,ACi:·:1 Si-Lh.U, 3£ PRCPARi:D IMMEDIATELY PRIOP TC PLACING THE LLNER. THE LAKE CON-
TRA('I"Ol{ Si--1!-!.L PREPARF TH;:: SUBGRADE SCCH THAT IS SHALL BE FREE FROM EARTHEN
CLO~S, ROCK:, AN') COBBLES LARGER '!'HAN 3/4" r-; ['IA:>1E'T'ER AND RUBBISH OR OTHER FOR-
ETGN MATE! lALS. THE SURF,\CE OF T:!E COMPLETED SUBGRADE SHALL BE SMOOTH, UNIF◊RM
ANU J:~EE £'ROM St'UDEN C'.""!ANGSS IN GRADE O'l'llER THAN AT DESIGNATED SLOPE AREAS AND
BOULDER ~;E3T S.
B. GRADING Ol-'l'S"DE LAK>-'! fCGF: :T IS THS INTENT OF T~ESE :PLANS AND SPECIFICATIONS
TO PPJ\-"IDF.: AiJEQ ,ATE LA:.JSCAPE AREAS OUTSIDE THE LAKE PERIMETER. THE LAKE CON-
TRAC rOR SHALL IK3URE THAT ROCK PLACEMENT OUTSIDE THE LAKE SYSTEM DOES NOT
HINDER DRAINASE'. THE LAKE: C'.JNTR/\CTOR SHALL COORDi:JATE HIS WORK WITH THE GRAD-
ING CON-:'RAC'>CR :\ND SHALL BRING AJ-.t:' DTSCREl'"'A~~C1ES OR PROBLEM AREAS TO THE ATTEN-
TIO!\i OF '!'!HJ OW~ER 'S REPRESENTATIVE PRIOH TO COMPLETION OF WORK.
C. REG:<'.ADIN·.~ Of L.M<E SIDES: TFE LA.Rf SHALL HE ROUGH GRADED BY THE FOUGH GRADING
CON'?RA:_''rc)P /1.CCC.i<!:."IX'G TO THE GRA:..-:-.:::s S!iOW~~ IN 1'HE GRADI~G PLANS. THE LAKE CON-
TR.A.CTOrt. SH.4LL PE:,RFORM FINE GRADING AS REQLT:REO TO PRODUCE SLOPES AND GRADES
SHOm. O!\ 'l'L:~ LJ\.KE ?LANS. A.NY REGRALJI:-~G SHAU .. BE '.-1.ADE THROUGH ADDITIONAL EX-
CAV_r;,TIC·N CR CiJTI'ING AND THL ·:;LNLRATED .::i01L SFALL BE i:OJASTED lN LANDSCAPED AREAS
NEAi--BY ..
3. 02 P.R.EC/\,';T cot.:( i(E'I'? Vfl.:~LT, SKI:-1MER AND B"JX ms:,:
A. FIELD PRs..:-ARA1'ICH;: THF CONI'RACTOR SHALL F?EPAP£ A HOLE LARGE ENOUGH TO ACCOM-
M:JDATE 'THE o;J'T:;10E DIMENSION ·JF THE VALJLT A.~~ SUCWN o:,i 'rHE DRAWINGS. PR-IOR TO
S3:TTING, THE CON':'RACTOE SHAT.:. PROVIDE A !'\INI!10M. OF '!'rIREE (3) TO SIX (6) INCHES
OF FINE G~'.ALo;ED MATEFlAL AS SPECIFIED BY 'Ti-c!E \-'ALLT ~ANUFAC'l'URER TO BE SUITABLE
AS A BA.SE T,:) l--:ECSIVE ThE VAtJL'I'. T~F. Rl1SE M.l\'PEXIAL" SHALL BE COMPAC'l'ED AND
\i?ADLD L~VEL i\!.;-D AT PROl-'2.R ELE.;VA'.:'ION TO kECE rv£ 'rHE "VAOL'I'. .
B. DE.L TVS!<Y; CELI VERY OF THE ?RC'.JUC";' .-, lL~ BE MADS BY COMMON CARRIER OR
M,\NUFACTC::;tE:R 'S BOOM EOU"'! PP[D TRUCK. THF: Lf.f<f. CO!'ITR.~CTOR SHALE.. BE RESPONSIBLE
FOR PROV::":1:NG SUI'FICIE~1' LABCh A:t:~} EQCIP.~El\C:' TO PLACE THE UNITS.
C. JO 1 NT SEAL.1\NTS: S EALt~NTS LiSED BETI\ES~·; Tf~ ~: ,~'.JI N'JS OF THE VAULT SHALL BF: PLACED
AT Tl-<E: W.~1'TO'.-i OF THE GRDo·.zE, PRI0R TC, St:'i.''l'l~•ci "l'HE NEXT SECTION". TH?. JOI:t-i'T SEAL
SHALL Bt APPLIED BY T!--iF.: fl)LLOWlNG PROCEDURE:
01. REMOV:--: ALr... POf.'.EIG~: MA'IERIAL IN TH~ J\,INT ARE-'· WIT!! l3R!ISH OR EQUAL. REMOVE
SILICONE: 'l'R;::J\TEri PROTECTIVE PAPER i-\:.-{APPING FROM ONE SIDE OF THE JOINT
SEALANT STRIP.
02. LAY TrlE JOI~T SEALANT STRIPS PAPER SJDE ~p ON CLEANED JOINT SURFACE.
PHESS STRlPS TO SURFACE FIRMLY END T·J ENI-(MITH l" LAPS) AROUND 'l'HE ENTIRE
JOINT.
03. R:::MOVE PROTECTIVE PAP-=:R COVERING FROM I'HE JOINT SEALANT AND LIFT NEXT SEC-
'I'IO~ IN'f') PLACE. THE JOINT SL,'\LA~'l' Ml\TERIAL SHALL "SQCEEZE-OUTn FROM
JOI.~T 1;~D1CATIKG THE SEAL HAS BEE}; M.ADE PROPERLY. EXCESS JOINT SEALANT
SHALL RE f: EMOV2:D.
D. VAULT BACKFILL: THE LAKl.: CONTRACTOR SrJA:..L SACKFILL AROUND AND OVER THE VAULT
"""WHERE SHOh'N ON THE PLA~S. THE PILL MA·TBRIAL SHALL BE FREE OF FOREIGN MATTER,
DEBRIS AND LARGE: ROCKS OR CLODS AND PLAC!::D l\ROTN"D THE VAULT IN 6 INCH LIF'l'S AND
COMPACTED TO 90% RELA':r!VE DENSITY. THE LAKE CONTRACTOR SHALL TAKE SPECIAL
PRECl\~TIONS TC, INSUPE UNIFOR?1 COMPACTION AROUND PIPZS WHERE THEY ENTET-1 AND EXIT
THE VAULT A.ND 'I'O INS 1JF!E THAT THE PIP:::S /',RE NOT DAMAGED DO-RING THE BACKFILL
OPERATION.
3.03 LAKE SYST~M PIPING:
A.
B.
c.
D.
3.04
TRE~CHING: THSNCIIB&-..SHALL B2 ~XCN!ATED 'l'O 'rHE WIDTH NECF:SSARY TC PERMIT THE
PIPE 'l'O BE LAID AND ,J()fNT''s'U"--P--W:l.PERLY l\ND THE BACKFILL PLACED AS SPECIFIED. IN
NO Ci\SE SHALL THE TRENCH WIDTH AT AKD BF.LOW THE TOP OF THE PIP£ 3E SUCH TEAT
THE CLEA!\ SPACE BETWEE!~ THE PIPE BARREL AND THE TRENCH WALL EXCEED· 12" ON EACH
SLIDE OF THE PIPE. THS TRENCH SHALL BE EXCAVATED TO 'l'HE PROPER DEPTH AND THE
TRE~CH BOTTOM S~lALL BE GRADED TO PROVIDE ONlFOHM BEARING AND SUPPORT FOR THE
PI?E FOR l'l'S EXT:::'.:RE LENGTH. A CONTINUOUS T:t::OUGH SHAT.,L BE EXCAVATED TO RECEIVE
THE BVTTOM QUADRANT 01~ 'l'HI:; PIPE BARREL AND RELL HOLES SHALL _BE PROVIDF.D A'J} EACH
JOINT TO ?ERMI'r THE JOINTING TO BL PERFORMED PROPERLY AND SO THAT TJlE PIPE WILL
BE UNIFORMLY SUPPORTED. W!lENEVER SOIL TS ENCOUN'fERED IN THE .BOTTOM OF THE
, TRENCH THAT IS INCAPABLE OP SUPPORTING THE PIPE AS DETERMINED BY THE OWNER'S
) REPRESENTATIVE, SUCH SOILS SHALL BE REMOVED TO THE DEf'TH DIRECTED AN!: THE
'fRENCH B.il.CKFILLE.D AND COMPACTED TO THE PROPER GRADE WITH APPROVED MA'I'~RIALS.
INSTALLA'l'ION: THE PIPF: SHALL BE PLACED TO LINF:S AND GRADES AS SHOWN QN THE
PLANS. ALL LINSS SHALL HAVE 3' OF COVER OUTSIDE 'l'HE LAKE PERIME'T'El{ ANJJ l '-0"
MDYIMUM COVER WITHIN THE LAKE PERIMETER EXCEPT AS THEY EMERGE FROM THE GROUND
OR AS OTHERWISE: PtJICATED ON TEE. PLANS. PIPE SHALL VA't<,,Y BELOW MTNIMlJM GRADE
WHERE EXIS'T'D.:G PIPES ARE ENCOCt--.'TERE:D. ALL PIPE Si:lALL BE INSPECTED FOR CRACKS
OR DEFECTS JUST PRIOR TO INSTALLATION. NO FAULTY PIPE SHALL BE INCORPORATED
I:--l"'rO THE JOB. A JOINT LUBRICANT AS RECOMMENDED BY SUPPLIER MAY BE USED BUT
MUST BE FREE FROM HARMFUL EFFECTS.
BACKFILL: BACKFILL MATERIALS SHALL CONSIST OF' THE EXCAVATED MATF.RIAL FREE 01"
LARGE S'i'ONtS OR FOREIGN MATERIAL. W'."!EN 'I'Hl:: EXCAVATED MATERIAL rs UNSUI'fABLE IN
THE OPINION OF THE OWNER'S REPRESENTl\.TIVE, OTHER APPROVCD MATERIAL SUCH AS SAND
SHALL BE PROVIDED BY 'l'HE CO.NTRACTOR TO INSURE PROPER BACKFILL Ar-.l]) COMPACTION.
ANY BRACING INS'fALLED TO PREVENT CAVE-INS SHALL 83 WITHDRAWN IN A MANNER THAT
WILL MAINTAIN THE DESIRED SUPPORT DURING THE BACKFILLING OPEMTIONS.
BACKFTLL MATERIAL IN TRENCHES SHALL BE COMP.l\.CTED TO 90 PERCENT OF MAXIMUM DE?.;-
SITY. MAXIM"JM DSNSlTY SHALL BE DEFINED BY THE A.STM. SPECIFICATION D698, OT!¼-ER-
WISE KNOWN AS STANDARD PROCTOR~ THE MOISTURE CO!-rTENT OF THE BACKFILL MA'l'ERIAL
SHALL BE SUCH THAT THE LAKE CONTRACTOR IS ABLE TO MEET THE SPECIP-.;z;CATION.
TRENCH BACKFILL FROM THE BOTTOM OF THE TRENCH TO A POINT HALFWAY UP THE.SIDE OF
THE PIPE SHALL CONS1ST OP THE EXCAV-t,.TED Ort APPROVED MATERIAL TAMPED TO THE/
REQUIRED bE:NSII'Y IN LAYERS NO·r EXCEEDING 6 INCHES LOOSE 'I'HlCKNESS. IN LIEU OF
THE TAMPED MATERIAL, THE LAKE CO~'TRACTOR MAY USE SAND TO THE SAME DEPTH •. THE
SAND SHALL BE PLACED IN THE TRENCH IN SUCH A MANNER THAT THE PIPE WILL NOT BE
DAMAG.t<.:O. THE BACKFILL M.ATER1AL AND/OR SAND\ SHALL BE THOROUGHLY WORKED UNDER
THE SIDES OF THE PIPE. FLOODI~G OR JET'PING, OF TRENCHES WILL BE PERMITrED AS A
MEANS OF ACHI"f:"VING COMPACTION, BUT CARE SHALL .BE TAKEN NOT TO PERMIT ANY LIFT-
ING OF THE PIPE DUE TO BUOYANCY. , . , .. -
LINING INS'l'ALLATION: '
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A.
B.
c.
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3.07
A-.
PLACEMENT: A CONTINUOUS PVC MEMBRANE LINING SHALL BE INSTALLED THROUGHOUT
BELOW FREEBOARD ELEVATIONS INDICATl!D ON THE PLANS. THE PVC LINING SHALL BE
PLACED OVER THE PREPARED SURFACES TO BE LINED IN SUCH A MANNER AS TO ASSURE
MINIMUM HANDLING. THE SHEETS SHALL BE PLACED IN SUCH A MANNER AS TO REDUCE
FIELD JOINTING TO A MINIMUM. HORIZONTAL FACTORY AND FIELD SEAMS ON THE'SLOPES
STEEPER THAN 2 :1 SHALL NOT BE PERMITTED. ONLY THOSE SHtETS OF LINING MATERIAL
WHICH CAN BE ANCHORED AND/OR SEALED TOGETHER IN ONE DAY ·sHALL BE UNPACKAGED AND
PLACED IN POSITION. SANDBAGS OR RUBBER TIRES FREE FROM EXPOSED CORDS OR OTHER
SHARP EDGES, MAY BE USED AS REQUIRED TO HOLD THE LINING IN POSITION DURING IN-
STALLATION. UNDER NO CIRCUMSTANCES SHALL THE LINING BE SUBJECTED~TO MATERIALS,
SANDBAGS, EQUIPMENT OR OTHER ITEMS BEING DRAGGED ACROSS ITS' SURFACE NOR Slll\LL
WORKMAN AND OTHERS SLIDE DOWN SLOPES ATOP THE LINING, ALL PARTIES WALKING OR
WORKING UPON THE LINING MATERIAL SHALL WEAR SOFT SOLE SHOES. LINING SHEETS
SHALL BE CLOSE[,Y FIT AND SEALED AROUND INLETS, OUTLETS AND OTHER PROJECTIONS
THROUGH THE LINING, AS SHOWN ON THE DRAWINGS.
FIELD SEAMS; ALL SEAMING, SEALING AND HIGH SOLIDS ADHESIVES, CAULKING AND MAS-
TIC SHALL BE OF A TYPE OR TYPES RECOMMENDED AND SUPPLIED BY THE MANUFACTURER OF
THE PVC PANELS AND SHALL BE DELIVERED IN ORIGINAL SEALED CONTAINERS EACH WITH
AN INDELIBLE LABEL BEARING THE BRAND NAME AND COMPLETE DIRECTIONS AS TO PROPER
STORAGE, OSE AND APPLICATION OF THE ADHESIVE. ALL ADHESIVE SHALL BE KEPT IN
SMALL, SEALED SQUEEZE BOTTLES AND SHALL ONLY BE PERMITTED ON THE AREAS TO BE
SEALED. FIELD LAP JOINTS USED TO SEAL FACTORY FABRICATED PANELS SHALL BE
FORMED BY LAPPING THE EDGES OF PANELS A MINIMUM OF SIX (6) INCHES. tBE CONTACT
. ~URFACES OF Pl',NELS TO _BE SEAMED SHALL BE WIPED CLEAN TO REMOVE ALL DIRT, DUST,
MOISTURE AND OTHER FOREIGN MATERIALS. SUFFICIENT LINER TO LINER BONDING AD-
HESIVE SHALL BE APPLIED TO THE JOINT AREA SO AS TO FORM A CONTINUOUS SOLVEt<'T
WELD APPROXIMATELY 1-3 INCHES WIDE. IN APPLYING I\DBESIVE, CARE MUST BE TAKEN
TO TIE-IN TO THE END OF THE SEAM PREVIOUSLY COMPLETED SO THAT LEAK PATHS OR
WEAK POINTS IN THE SEAM DO NOT OCCUR. THE SURFACES SHOULD BE PRESSED DOWN IM-
MEDIATELY AND RUBBED TOWARD LEADING EDGE OF THE PANEL. A.NY WRINKLEi SHALL BE
SMOOTHED OUT, A SMALL A.~OUNT OF ADHESIVE SHOULD EXTRUDE AND APPEAR AT THE EDGE
OF SEAM TO' INDICATE THAT SUFFICIENT ADHESIVE BAS BEEN APPLIED. THAT AND ANY
OTHER EXTRA ADHESIVE SHALL BE REMOVE,[) IMMEDIATELY FROM THE LINER WITH I\ CLOTH,
AFTER THE INITIAL SEAL OF THE LAP JOINT HAS BEEN MADE, ANY EXPOSED EDGES OF THE
LINING MATERIAL SHALL BE RESEALED, USING THE SAME PROCEDURE, TO ELIMINATE ALL
FREE EDGES. EXTREME CARE SHALL BE TAKEN THROUGHOUT THE WORK TO /\VOID FISH-
MOUTHS IN THE FIELD SEAMS. WHERE PISHMOUTHS DO OCCUR, THEY SHALL BE SPLIT OUT
FAR ENOUGH FROM THE SEAM T~ DISSIPATE THEM, LAPPED, SEAMED TOGETHER lN THL
LAPPED AREA AND PATCHED. ANY PORTION OF THE LINING DAMAGED llURING INSTALLA-
TION, BY ANY CAUSE, SHALL BE REMOVED OR REPAIRED BY USING AN ADDITIONAL PIECE
OF PVC LINING AS SPECIFIED HEREINAFTER.
PATCHING: ANY NECESSARY REPAIRS TO THE PVC LINING SHALL BE PATCHED WITH. THE
LINING MATERIAL ITSELF AND LINER TO LINER BONDING ADHESIVE. THE PATCH MATERIAL
SHALL EXTEND A MI.~MUM OF FOUR i4)-INCHES IN EACH DIRECTION FROM THE DAMAGED
AREA. THE BONDUIG-ADHESIVE SHaL BE APPLIED <TO THE CO,'TACT SURFACES OF BOC'll
THE PATCH AND LINING TO BE ftEPAIRED AND THE TWO SUFFACES PRESSED TOGETHER IM-
MEDIATELY. ANY WRINKLES SHP...LL BE SMOOTHED OUT. ALL JOH,'TS, ON COMPLETION OP
·woRK, SHALL BE TIGHTLY BONDED. /\NY LINING ·SURFACE SHOWING INJURY DUE TO SCUFF-
ING, PENETRATION BY FOREIGN OBJECTS OR DISTRESS FR01' ROUGH SUBGRADE SHALL, AS
DIRECTED BY THE LAKE ENGINEER, BE REPLACED OR COVERED AND SEI\LED WITH AN ADDI-
TIONAL LAYER OF PVC LINING OF THE PROPER SIZE IN ACCORDANCE IHTH THE PATCHI~G
PROCEDURES.
EARTH COVER: 12" OF EARTH COVER SHALL BE PLACED OVER THE PVC LINING WHERE
SHOWN ON THE PLANS. COVER MATERIAL SHALL BE APPROVED BY THE LAKE ENGINEER
PRIOR TO PLACEME:NT. SOIL CONTAlNING SHARP, JAGGEC ROCK,-CLODS, ROOTS, DEBRIS
OR ANY OTHER MATERIAL WHICH MAY BE ABRASIVE TO OR MAY PUNCTURF THE MEMBRANE,
SHALL NOT BE USED AS COVER MA'I'ERIAL. TRE LAKrj: CONTRACTOR AND OWNER'S REPRE-
SENTATIVE SHALL CONFER AND MAKE A DETERMIKATIO$ OF SUITABLE MATERIALS TO BE
USED. THE LAKE CONTRACTOR SHALL SATISFACTORILY DEMONSTRATE TO THE OWNER THAT
THE USE OF THE CHOSEN COVER MATERIAL SHALL NOT HAVE ANY DETRIMENTAL EFFECTS ON
LINER. THE COVER MATERIAL SHALL BE PLACED OVER THE LINING AS SOON AS POSSIBLL
AFTER EACH SHEET OF LINING IS IN PLACE. NO PORTION OF LINING, OTHER THAN THE
SEAMING EDGE,, SHALL BE LEF'l' EXPOSED FOR MORE THAN 3 DAYS DURING IhSTALLA'I'ION.
THE COVER SOIL SHALL BE PLACED OVER THE LINING IN SUCH A MANNER AND WITH SUCH
EQUIPMENT AS THE LAKE CONTRACTOR MAY CHOOSE, PROVIDED lT IS SATISFACTORILY
DEMONSTRATED TO THE OWNER THAT SUCH MANNER AND SUCH EQU IPMEI'."'T DOES NOT DA.MAGE
THE LINER. THE EARTH COVER SHALL BE FINE GRADED TO A SMOOTH FINISH WITH NO
COMPAC1"ION REQUIREMENT.
CONCRETE VENEER:
GENERAL: A WIRE REINFORCED CONCRETE VENEER COVER SHALL BE INSTALLED OVER THE
MEMBRANE LINER BY THE LAKE CON'TRACTOR WHERE SHOWN ON THE PLANS.
WIRE MESH: ONE INCH BY ONE INCH BY 20 GAUGE OCTAGONAL WIRE MES!! SHALL BE
PLACED OVER THE MEMBRANE LI!\l'ER IN ALL AREAS TO RECEIVE A CONCRErfE VENEER. THE
WIRE SHALL BE LAID IN A CONTINUOUS LAYERr WITH ADJACENT EDGES OVERLAPPING 2
I~CBES MINIMUM AND SECURED TO ONE ANOTHER BY THE USE OF HOG RINGS OR OTHER AP-
PROPRIATE CLIPS WHICH CANNOT PUNCTURE THE LINER.
CONCRETE:' THE CONCRETE SHALL BE PLACED OVER THE WIRE, ALL WIRE SHALL BE
COVERED WITH CONCRETE SUCH THAT NO WIRE IS VISIBLE ON THE SURFACE OR EDGES OF
THE CONCRETE, EXCEPT WHERE INDICATED ON THE PLANS. THE CONCRETE SHALL BE
ROUGH, BROOM-FINISHED AND WATER OR MEMBRANE-CURED TO PREVENT EXCESSIVE CRACKING
OR CHECKING. NO EXPANSION JOINTS WILL BE REQUIRED. ,THE CONCRETE VENEER IS EX-
PECTED TO CHECK OR CRACK DURING AND AFTER CURING. CRACKS 1/4" AND LARGER SHALL
BE CAULKED,
BOULDER NESTS: CERTAIN AREAS OF THE SLOPES AND BOTTOMS, I\S INDICATED ON THE
PLANS, SHALL BE DESIGNATED TO RECEIVE LARGE (FOUR FEET NOMINAL OR LARGER)
DECORA'IIVE BOULDERS. THESE AREAS SHALL RECEIVE A MINIMUM OF 3 INCHES OF CON-
CRETE TO SUPPORT THE BOULDERS AND (2) LAYERS OF WIRE MESH, OR AS INDICATED ON
THE PLANS.
CONCRETE SCULPTURED SHORELINE:
GE~~RAL: I\N ARTIFICIAL SHORELINE SHALL BE CONSTRUCTED THAT HAS THE APPEARANCE
OF A NATURAL E:RODED SOIL BANK AROUND THE WATERSCAPE PERIMETER AS INDICATED ON
THE PLANS. AS SOON AS PRACTICAL, THE LAKE CONTRACTOR SHALL INSTALL-A 10' LONG
SHORE TEST SECTION FOR APPROVAL OF TEXTURE AND COLOR,
,
. B. CONCRETE: CONCRETE SCULPTURED SHORELINE MATERIAL SHALL BE PLACED BY HAND IN
c.
3.08
A.
' > ' -... ,, a. ,-..,
_,
..
-, THE AREAS SO DESIGNATED 1-~ND SCULPTURED TO TH,E DESIRED RESULTS. AFTER THE CON-
CRETE HAS SEMI-SET, THE AREA SHALL BE WASHED DOWN WITH A SPRAY NOZZLE TO GIVE
.THE SHORELINE TREATMENT AN ERODED APPEARANCE. ELEVATION OF THE SCULPTURED
SHORELINE SHALL BE AS SHOWN ON THE PLANS FINAL ARTISTIC RESULT OF THE SCULP-
TURED SHORELINE TREATMENT.MUST REST WITH THE CONTRACTOR'S ABILITY TO PERFORM
THIS WORK TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AND IN ACCORDANCE
WITH THE APPROVED TEST SECTION.
CONCRETE COLOR: WHERE INDICATED ON THE PLANS, CONCRETE COLOR SHALL BE PER
EONITE AND SF.ALL BE APPLIED TO THE CONCRETE AFTER THE CONCRETE HAS CURED FOR 7
DAYS AND IS COMPLETELY DRY. THE CONCRETE SHALL BE STAINED TO BLEND AS CLOSELY
AS POSSIBLE WITH THE COLOR OF THE NATIVE SOILS. THE CONCRETE COLOR SHALL BE
APPLIED AFTER ALL PATCHING OF CONCRETE IS FINISHED. ,
CAST-IN-PLACE (FORMED) CONCRETE:
FOR..M:WORK:
01. FORM TYPES
A, CONCEALED SURFACES: USE BOARD, PLYWOOD OR METAL FORMS.
B. EXPOSED SURFACES: USE PLYWOOD OR METAL FORMS.
02. CONSTRUCTION: BUILD FORMS TRUE TO LINE /\ND GRADE, CONFORM TO THE SHAPE
AND DIMENSIONS OF THE REQUIRED CONCRETE AND BUILD SOFFICIE"NTLY TIGHT TO
PREVENT THE LEAKAGE OF MORTAR AND SUFFICIENTLY RIGID TO F~VE'.\'T DISPLACE-
MENT OR SAGGING BETWEEN SUPPORTS. MAKE FORMS-EASILY ,Q,£1,,iQVABLl!: WITHOUT
HAMMERING OR PRYING AGAINS'l' CONCRE'fE. USE METAL SPREADERS TO PROVIDE AC-
CURATE SPREADING OF FORMS. CONSTRUCT FORMS SO NO SAGGING, LEAKAGE OR DIS-
PLACEMENT OCCURS DURING AND AFTER POURING OF CONCRETE.
A. FOR.'1 RE-USE: CLEAN AND RECONDITION FOR~ MATERIAL BEFORE RE-OSE.
B. PREPARATION OF FORM SURFACES: COAT THE CONTJ\CT SURFACBS OF FORMS WITH
FORM COATING COMPOUND BEFORE REINFORCEMENT IS PLACED. COMPLY WI1'H
MANUFACTURER'S INSTRUCTIONS.
C. JOINTS IN EXPOSED SURFACES:
POSSIBLE ON EXPOSED WALLS.
INTERSECTIONS l\ND AiUSES.
USE FORM PLYWOOD IN AS LARGE OF SHEETS AS
TAPE JOINTS TO PRODUCE SMOOTH SURFACES,
03. FORM REMOVAL: DO NOT DISTURB OR REMOVE FORMS UNTIL CONCRE1'::'. HAS HARDENED
SUFFICIENTLY TO PERMIT FORM REMOVAL WITHOUT DAMAGTNG CJNCRETF..
CONCRETE REINFORCEMENT:
01. PREPARATION: CLEAN SURFACES TO BE WELDED OF' LOOSE SCALE AND ALL FOREIGN
MATERIAL. CLEAN WELDS EACH TIME ELECTRODE IS CHANGED. CLIP BOR/CED EuGES
CLEAN BEFORE WELDS ARE DEPOSITED.
02. FABRICATION AND DELIVERY:
A. · BENDING AND FORMING: FABRICATE BARS OF INDICA'l'ED SIZE AND ACCllRATEI.Y
FORM TO SHAPES AND LENGTH It.1HCATED AND REQUIRED, BY ME1'HODS NOT IN-
JURIOUS TO MATERIALS. DO NOT HEAT REINFORCEMENT FOR BENDING, BARS
WITH KINKS OR BENDS NOT SCHEDULED WILL BE REJECTED.
B. WELDING~ PERFORM WELDING,. WHERE INDICATED OR APPROVED, BY DIRECT
ELECTRIC ARC PROCESS,-WI'.l.'H 'rHOROUGHL'i TRAINElJ ANU EXPERIENCED CER-
TIFIED OPER~TORS. CONFORM ALL WELDING TO LATEST EDITION OF REFERENCE
STAN"DARDS, USE LOW-HYDROGEN ELECTRODES. AVOID TACK WELDiijG OF REIN-
FORCING BARS. '
C. WELD CHARACTERISTICS: WHEN BRUSHED WITH WIRE BRUSHES, COM.PLE'I'.ED WELDS
MUST EXHIBIT UNIFORM SECTION, SMOOTHNESS OF WELDED METAL, FEATHER
EDGES WITHOUT UNDERCUT OR OVERLAYS, FREEDOM FROM POROSITY AND CLINGERS
AND GOOD FUSION WITH PENETRATION INTO BASE METAL. CUT OUT WELDS,,OR
PART OF WELDS FOUND DEFECTIVE WITH CHISEL AND REPLACE WlTH PROPER
WORKMANSHIP.
03. PLACING: COORDINATE WITH o·rHER TRADES' AND EXPEDITE MATERIALS AND LABOR TO
AVOID OMISSIONS AND DELAY.
A. SECURING IN PLACE: ACCURATELY PLACE REINFORCEMENT AND SECURELY WIRE
TIE IN PRECISE POSITION AT POINTS WHERE BARS CROSS. TIE STIRRUPS TO
BARS AT BOTH TOP AND BOTTOM. BEND WIRE TIES AWAY FROM FORMS. SUPPORT
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BARS IN STRICT ACCORDANCE WITH LATEST EDITION OF REFERENCE STANDARDS.
B. SPACING AND SUPPORT OF RE~NFORCEMENT: EXERCISE PARTICULAR CARE TO
MAINTAIN PROPER DIS~ANCE AND CLEARANCES BETWEEN PARAL~EL BARS AND
FORMS. PROVIDE METAL SPREADERS AND SPACERS TO HOLD STEEL IN POSITION
AS NECESSARY. USE PRECAS1' CONCRETE CUBES TO SUPPORT REINFORCING STEEL
IN CONCRETE PLACED O,N rEARTH AND IN FOOTINGS. SUPPO'RT STEE,L AT PROPER
HEIGHT UPON CHAIRS, ITAANSVERSE STEEL jll\RS W!'rH HANGERS, OR IN OTHER
MANNER, AS NECESSARY AND APPROVED. \ , .
C. CLE~.RAl'iCES: PROVIDE MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL
AND CONCRETE AS INDICATED AND CONFORM TO REQU,IREMENTS SPECIFIED. IF
NOT INDICATED ON DRAWINGS, PROVIDE THE FOLLOWI~G CLEAAANCES.
CONCRETE IN CONTACT WITH EARTH: 3". ·
CO~CRETE IN CONTACT WITH EARTH, BUT PLACED IN FORMS: 2",
CONCRETE WALL FACE: 2 6 •
SLABS; PLACED, IN FORMS, TOP AND BO!rTOM BARS: 3/4".
D. SPLICES: 00 NOT MAKE SPLICES AT POINTS OF MAXIMUM STRESS EXCEPT WHERE
INDICATED. LAP AS INDICATED OR NECESSARY TO DEVELOP FULL STRENGTH OR
STRESS OF BARS, MAINTAIN CLEAR SPACING BETWEEN PARALLEL BARS OF NOT
LESS TBA~ ONE BAR DIAMETER, BUT IN NO CASE LESS THAN 1 • NOR LESS THA."i
1-1/3 TIMES MAXIMUM SIZE AGGREGATE; ANY ADDITIONAL SPLICING REQUIRES
E.
F.
G.
APPROVAL FROM THE ENGINEER.
WELDED WIRE FABRIC: INSTALL IN AS LONG LENG'.\'H AS PRACTICABLE. LAY
OUT FLAT IN PLACE. LAP ADJOINING PIECES AT LtAST 12" AT ENDS AND ONE
FULL MESH AT SIDES. LACE SPLICES WITH 16 GAUGE WIRE. OFFSET END LAPS
IN ADJACENT WIDTHS TO PREVENT CONTINUOUS LAPS. AS CONCRETE IS POURED,
LIFT MESH REINFORCEMENT TO LOCATE IN CENTER OF SLAB UNLESS OTHERWISE
INDICATED.
CONCRE'fE POURS: AT EACH LOCA'l'ION DURING CONCRETE PLACING, ASSIGN AN
EXPERIENCED STEEL WORKER TO INSPECT REINFORCEMEs'T AND MAINTAIN BARS IN
CORRECT POSITIONS.
APPROVAL: OBTAIN INSPECTION AND APPROVAL OF REINFORCING BY INSPECTOR
AND AUTHORITIES HAVING JURISDICTION, INCLUDING LOCATION OF SPLICES,
BEFORE CO~CRETE IS PLACED.
CONCRETE:
01, TRANSIT MIXED CONCRETE:
1
A. DELIVER TO THE OWNER'S REPRESENTATIVE AT ,,!IE JOB SITE A CERTIFICATE
WITH EACH LOAD OF CONCRETE BEA.<\ING THE SIGNATURE OF THE WEIGHMASTER OR
THE REPRESENTATIVE OF THE TESTING LABORATORY AND STATING THE QUANTI;!'Y
OF CEMS~T, WATER, FIND AND COARSE AGGREGATE AND ADMIXTURES, IF AN'Y,,
CONTA[NED IN THE LOAD.
B. DO NOT DELIVER TRANSIT MIXED CONCRETE TO THE SITE WITH THE' TOTAL PER-
. MISSIBLE AMOUNT OF WATER INCORPORATED THEREIN, WITHHOLD TWO AND ONE-
HALF GALLONS OF WATER PER CUBIC YARD AND ADD-BEFORE THE CONCRETE IS
DISCHARGED BL'T· ONLY UNDER THE SUPERVISION OF THE INSPECTOR. MIX AT
LEAST 3 MINUTES AFTER ALL WA'I'ER HAS BEEN ADDED.
C. TRANSIT MIXED CONCRETE WILL BE REJECTED lF NOT PLACED PRIOR TO 90
MINUTES AFTER LEAVING MIXER.
D. LOAD TICKETS: IN ADDITION OF THE CONTRACTOR'S COPY FURNISH LEGIBLE
COPIES OF LOAD TICKETS FROM THE MANUFACTURE TO THE OWNE~'S REPRE-,
SENTATIVE, STATING THE QUA!-ITITIES OF CONSTITUENTS IN E.l!i.CH LOAD, BEAR-
ING THS SIGNATQRE OF THE PLANT INSPECTOR OR BONDED WEIGHMASTER.
02. PREPARl\TORY WORK:
A. INSPECTION: NOTIFY OWNER'S REPRESENTATIVE 48 HOURS BEFORE SCHEDULED
START OF PL~CTNG CONCRETE. HAVE EXCAVATIONS, FORMS, REINFQRCEMENT ~ND
EMBEDDED ITEMS PROPERLY AND COMPLETELY POSITIONED.
B. CLEANING, THOROUGHLY CLEAN THE SURFACES OF ALL METALWORK TO BE IN
CON1\IIC'f WITH THE CONCRETE OF ALL DIRT, GREASE, LOOSE SCALE, PAINT AND
RUST, GROUT, MORTAR AND OTHER FOREIGN SUBSTANCES IMMEDIATELY BEFORE
THE CONCRETE IS PLACED. .
03. PLACING CONCRETE: PERFORM INSTALLATION IN ACCORDANCE WITH ACI-301 AND
ACl-302 AND AS INDICATED ON DRAWINGS.
04. EXPOSED"CONCRETE: CORRECT IMPERFECTIONS OP MATERIAL AND WORKMANSHIP TO
PROVIDE A FINISHED APPEARANCE FOR EXPOSED CONCRETE AS REQUIRED BY THE AR-
CHITECT. RF.MOVE ALL THE ROD CONES AND FILL HOLES WITH SAND CEMENT MORTAR,
05. FOR~ED CONCRETE TOLERANCES!
A, VARIATION FROM PLUMB AND PLANES: 1/4 INCH PER 10 FEET, BUT NOT MORE
THAN ONE-INCH.
B. VARIATION IN CROSS SECTIONAL WALL DIMENSION: 1/4 INCH.
C. CORR£CT ~ISALIGNMENTS ~ITH A SLOPE NOT TO EXCEED 1:500. -
D. DEFECTIVE CONCRETE:
01. REMOVE AND REPLACE OR REPAIR 7'1.L CONCRETE NOT FORMED AS INDICATED, NOT
TRU~, PLUMB OR LEVEL, NOT TO REQUIRED ELEVATIONS, CONTAINING CRACKS
DETRIMENTAL TO PERFORMANCE OR APPEARANCE, CONTAINING SHAVINGS, DEB.I-US OR
WH lCH HAS -'HONEYCOMBS O.R VOIDS TO THE SATISFACTION OF OWNF.R 'S REPRE-
SE~"'Tl\TIVE.
02. PERFORM DEMOLITION AND REPAIR UNDER THE SUPERVISION OF' owt-:ER'S REPRE-
SENTATIVE AT THE CONTRACTOR'S OWN EXPENSE.
c.
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B.
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SCREW OF APPROPRIATE SIZE TO FILL BOLE IN THE STRAP AND CLAMP BACK. SUP-
PORTS SHALL BE SECURED BY MEANS OF TOGGLE BOLTS IN HOLLOW MASONRY, EXPAN-
SION BOLTS IN CONCRETE OR BRICK, MACHINE SCREWS ON METAL SURFACES AND WOOD
SCREWS ON WOOD CONSTRUCTION.
09. NO DEFORMED SPLIT OR OTHERWISE .DEFECTIVE CONDUIT OR FITTING SHALL BE IN-
STALLED. CONDUIT SHALL BE INSTALLED WITH A MINIMUM NUMBER OF JOINTS,
GROUNDING, THE EQUIPMENT, CONDUIT SYSTEMS, SUPPORTS AND NEUTRAL CONDUCTORS
SHALL BE GROUNDED IN ACCORDANCE WITH THE LATEST ISSUE OF THE NATIONAL ELECTRI-
CAL CODE OR AS SHOWN ON THE DRAWINGS.
GUARANTEES:
MATERIAL: ALL MATERIALS SUCH AS PIPES, PUMPS, FITTINGS, VAULTS, EQUIPMENT ETC.
SHALL HAVE A MINIMUM 1 YEAR GUARANTEE BY THE LAKE CONTRACTOR FOR DEFECTS IN
MATERIAL AND WORKMANSHIP FROM THE DATE OF INSTALLATION. THE MEMBRANE LINER,
WILL BE GUARANTEED BY THE LINING MANUFACTURER AS ,SPECIFIED ELSEWHERE IN THIS
SPECIFICATION.
WORKMANSHIP: THE LAKE CONTRACTOR SBALL GUARANTEE HIS WORKMANSHIP FOR A PERIOD
OF ONE YEAR. THE ENTIRE LAKE SYSTEM INSTALLATION INCLUDING PUMPS, PIPES,
EQUIPMENT LINING, ETC,, SHALL EXHIBIT NO MEASURABLE LOSS FROM SEEPAGE. SHOULD
MEASURABLE WATER LOSSES, IN EXCESS OF CALCULATED EVAPOnATION LOSSES, OCCUR
DURING A ONE WEEK "TEST PERIOD" AFTER FILLING OF THE LAKE SYSTEM, THE LAKE CON-
TRACTOR SHALL BE RESPONSIBLE FOR LOCATING ANTI ELIMINATING THE LEAKAGE, AT NO
ADDITIONAL COST TO THE OWNER, IF, DUE TO THE FAULT OF THE LAKE CONTRACTOR'S
WORKMANSHIP, THE LAKE MUST BE DRAINED TO EFFECT REPAIRS, THE LAKE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE COST OF REPLACING AND REFILLING THE LAKE WATER TO
.THE DESIGNATED WATER SURFACE ELEVATIONS.
AS BUILTS: THE LAKE CONTRACTOR SHALL PROVIDE THE OWNER A RED-LINED PRINT IN-
DICATING ANY AND ALL CHANGES, REVISIONS, RELOCATIONS ETC. DONE IN THE FIELD
DURING CONSTRUCTION. I\S BUILT DRAWINGS 9HALL INCLUDE PRODUCT DATA SHEETS ON
ALL PARTS.AND EQUIPMENT USED IN THE LAKE MECHANICAL SYSTEM.
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3.09 AQUATIC AND DECORATIVE ROCK PLACEMENT:
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A. GENERAL: AQUATIC AND DECORATIVE ROCKS SHALL BE PLACED IN AND AROUND THE
WATERSCAPE AS INDICATED ON THE PLANS. _J_ROCK SHALL INSOFAR AS PRACTICAL, BE
THAT WHICH rs INDIGENOUS TO THE AREA. SAM\PLES OF ROCK AND COBBLES SHALL BE
PRESENTED TO THE OWNER'S REPRESENTATIVE, FOR HIS APPROVAL, PRIOR TO INSTALLA-
TION:
;
B, DELIVERY: HANDLING OF ROCKS WITH LOADERS AND DUMPING IS PERMITTED, BUT CARE
SHALL BE TAKEN THAT ROCK JS NOT DAMAGED OR SCARRED EXCESSIVELY AS IT IS HANDLED
ON THE JOBSITE.
C. ,QUANTITY: THE CONTRACTOR SHALL FURNISH' THE' BOULDERS TO THE JOBSITE, MOST ROCKS
2 FEET IN DIAMETER AND LARGER, ARE SHOWN ON THE DRAWINGS.
D. PLACEMENT: AQUATIC AND DECORATIVE ROCK SHALL BE PLACED IN AND AROUND THE
WATERSCAPE AND SIZED AS INDICATED ON THE DRAWINGS,. NO ROCK SHALL BE PLACED IN
DIRECT CONTACT WI~H THE LINER. ROCK SHA.LL NOT BE DUMPED OR DOZf~D IN'l'O PLACE
BUT SET BY THE OSE OF A CRANE OR CHERRY PICKER: UTILIZING SLINGS OR TONGS.
ROCK WITH SCARS, CHIPS OR OTHER BLEMISHES SHALL BE PLACED IN SOCS 1' MANNER TO
MINIMIZE THE EXPOSURE OF THE DEFECT AFTER THE ROCK IS ~N PLACE.
ROCK BEING SET WITHIN THE WATERSCAPE AND SIZED FOUR (4) FEET NOMINAL OR LARGE'R
SHALL REST ON A THREE (3) INCH THICK CONCRETE PAD. AFTER THE ROCK IS PLACED ON
THE CONCRETE PAD, ADDITIONAL CONCRETE SH"li,L BE PLACED AROUND THE ~OCK TO PILL
THE VOIDS AND BRING'THE AREA TO ADJACENT FINISH ELEVATION.
DECORATIVE ROCK SHALL BE PLACED J.N EXCAVATED DEPRESSIONS,
THE APPEARANCE THA'r TBE ROCK IS 'NATIVE TO THE LOCATION.
50% BURIED.
IN GENERAL, TO GIVE
MOST ROCKS SHALL BE
COBBLE ROCS PLI\CEMEi'T MAY BE ¥>ADE WITH FRONT LOADING TYPE OP EQUIPMENT AND AD-
JUSTED BY HAND. CARE SHALL BE TAKEN THAT THE COBBLE IS NOT DROPPED ON THE CON-
CRETE VENEER IN SUCH MANNER AS MAY CRACK OR SPLIT •i'HE SURFACE OF THE MEMBRANE
LINER BELOW. COBBLE ROCK SHALL BE LOCKED IN PLACE WITH CONCRETE GROUT TO MINI-
MIZE LOOSE COBBl,E. ANY SPLATTERED OR SPILLED GROUT ON THE EXPOSED SURFACE OF
THE COBBLE ROCK SHALL BE REMOVED IMMEDIATELY.
E. l\CCEPTA~CE: FINAL A~TISTIC RESULT OF THE ROCK PLACEMENT MDST REST WITH THE
CONTRACTOR 1 S ABILITY TO PERFORM THIS WORK TO THE SATISFACTION OF THE OWNER 1 S
REPRESEt-.'TATIVE.
3. l 0
A.
B,
ELECTRICAL:
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CONTROL PANEL: THE
IN THS P!JMP STATION
ON 'fHE PLANS,
CONDUITS:
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LAKf, SYSTEM CONTROL PANEL SHALL BE PROVIDED AND INSTALLED
BY ]HE LAKE CONTRACTOR AND SHALL BE WALL MOUNTED AS SHOWN
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OF CONDUCTORS IN \ACCORDANCE WITH THE TABLES AND SPECII-~ICATIONS GIVEN IN
THE CURREl'.'T EDT'fTON OF NATIONAL ELECTRICAL CODE. THE MINIMUM SIZE OF ANY
C:JNDUI'l' SHALL BE 1/2 INCH. JOINTS SHALL BE CUT SQTJ~.RE, REAMED SMOOTH AND
DRAWN UP TIGHT.
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02. CO:iCEAT.BD CONDUITS SHALL BE RUN IN AS DIRECT A LINE AND WITH AS LO~lG OF
BENDS AS FOSS IBLE. EXPOSED CONDUITS SHALL BE HUN .PARALLEL TO OR AT RIGHT
ANGLES WITH THE LINES OF THE BUILDING. ALL BENDS SilALL BE MADE WITH
STANlJARD CQ1:ilDUTT ELLS, CONDUIT SHALL BE BENT TO NOT LESS THAN THE SAME
RADIUS OP. SCRI::h') JOI11TED CONDUIT FITTINGS. ALL BENDS SHALL BE FREE FROM
Df.!\'£'S OR FLATTE~'\ING. NOT MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS
SHALL. BE USE:J IN' ANY RUKS BETW'EEN TERMINAL AT CABINETS, OUTLETS AND JUNC-
TIQi'; OR P'JLL BOXES. BOXES SHALL BE LOCATED IN ACCESSIBLE LOCA'TIONS.
03. CONDUTTS SHALL BE CONTINUOUS FROM OUTLET TO OUTLET AND FROM OUTLETS TO
CABIN~TS, JUNCTION OR PULL BOXES: AND SHALL ENTER AND BE SECURED TO ALL
BOXES IN SUCH A MANNER~ THAT EACH SYSTEM SHALL BE ELECTRICALLY CONTINUOUS
FROM POI!\1'J" OP SERVICE TO ALL OU'fLETS. TERMINALS OF ALL CONDUITS SHALL BE
FURNISHED WITH LOCKNUTS AND BUSHINGS. THE WATER FEATURE CONTRACTOR SHALL
PLUG THE ENDS OF EACH CONDOIT Wil'H AN APPROVED CAPOR DISC TO PREVENT THE
ENTRANCE OF FOREIGN MATERIALS WHEN EXPOSED DORING CONSTRUCTION.
04. COUPLINGS AND CONDUIT UNIONS SHALL BE OF GALVANIZED STEEL. THEY SHALL
HAVE THE CONVENTIONAL DIMENSIONS OF THE TRADE AND SHALL BE INTERNALLY
THREADED WITH A TAPERED THREAD 11:I' EACH END TO FIT THE TAPERED THREAD
SPECIFIED FOR 'fHE CORRESPONDING SIZE CONDUIT.
05. WHERE CONDUIT HAS TO BE CUT IN THE FIELD, !T SHALL BE CUT SQUARE nsING
KNIVES, THE USE OF PIPE CUT'!:ER WITH CUTTER WHEELS WI[,L NOT BE PERMITTED.
THE CCT ENDS OF THE FIELD CUT CO:-!DUIT SHALL BE REAMED TO REMOVE BURRS AND
SHARP EDGES. " '· ·~
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SHALL BE SET UP TIGH1', RUNS SHALL BE STRAIGHT AND TRUE; ELBOWS OFFSETS
AND BENDS SHALL BE UNIFORM AND SYMMETRICAL.
07. CONDUITS SHALL BE MOUNTED TO WALLS, CEILINGS AND FLOORS WHERE IT MAY BE
RUN EXPOSED. EXPOSED RUNS OF CONDUIT SHALL HAVE SUPPORTS SPACED ~MORE
,THAN 4 FEET APART AND SHALL BE INSTALLED WITH RUNS PARALLEL OR P RPEN-
DICULAR TO WALLS AND S'fRUCTURAL MEMBERS WITH RIGHT ANGLE TURNS 1'N SYM-
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08. WHERE EXPOSED CONDUIT 1'.'EEDS SUPPORT OR CLAMPING TO THE STRUCTURE, SUPPORT, r=-----------.. Job 616 . ,,;I
sHALr, BE AN APPROV!ID TYPE oF wALL BRACKET, CEILING TRAPEZE HANGER oR GAL-en, DO · , · .. :,
VANIZED MALLEABLE l'RON ONE HOLE STRAP WITH CLA.MP BACK AND STEEL_ BOLT OR , i:nv (UMENTS 1 5""' .. _;i;'.i
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OUTLINE SPECIFICA,ON -CYCLONE FOUNTAIN
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·. Tf!l::~·:FOLLOWING OUTLINE SPEtTFICATION IS INTENDED TO CONVEY ·THE
· Ol¼IIGTT P~OFESSIONALS INTENT OF A FULLY OPERATIONAL FOUNTAIN FOR
. · THE, CARLSBAD . RESEARCH. CENTER LAKE. THE Ji'._OUN'J:AIN WI:I:,L CONSIST }
,. OF SEVERAL .FOUNTAIN NOZZLES AND CREATE THE EFFECT OF TWO
SEMICIRCULAR .. ARCS OF .VERTICAL WATER COLUMNS. THESE TWO COLUMNS
OF WATER WILL ROTATE AT DIFFERENT SPEED AND RADIUS TO PRODUCE A
CONSTANTLY CHANGING PATTERN.
•' • THE PATTERN WILL VARY FROM A SEMICIRCLE TO A FULL CIRCLE,
THROUGH THE'COURSE OF ONE-HALF A REVOLUTION. WHEN THE TWO
SEMICIRCLES OVERLAP, · INDIVIDUAL WATER COLUMNS FROM THE INSIDE
AND OUTSIDE FOUNTAIN ARCS WILL COLLIDE WITH EACH OTHER AS THEY
PASS, CREATING A PLEASANT DEVIATION FROM STANDARD l;'OUNTAIN
DISPLAYS. A J<tSULT OF THE DIFFERENT SPEED AT WHICH THE TWO
ARC$ TURN YIELDS THE ULTIMATE IN VARIATION BY CHANGING THE
.· LOCATION OF THE SEMICIRCLE FORMATION THAT OCCURS TWICE EACH
REVOLU_TION.
THE RESULT IS A TRULY SOPHISTICATED FOUNTAIN THAT MAKES A CLEAN
SIMPLE STATEMENT AT FIRST GLANCE. A RETURN VISIT A SHORT TIME
LATTER WILL YIELD A TOTALLY DIFFERENT PERSPECTIVE AS THE
·FEATURE IS ALWAYS CHANGING.
TO THE BEST OF OUR KNOWLEDGE,
HAS NEVER BEEN ACCOMPLISHED.
KIND WATER FEATURE.
MATERIALS:
THIS "CYCLONE" FOUNTAIN EFFECT
IT TRULY SHOULD BE A ONE OF A
OUTSIDE ARC: BRASS PIPE FOUNTAIN MANIFOLD RING. APPROXIMATE
• 20 FOOT RADIUS CONNECTED TO CENTRAL DISCHARGE HUB.
HYDRAULICALLY POWERED BY FOUNTAIN PUMP. '( 13) 2 INCH AERATING
NOZZLES SPACED AT 15 DEGREE INTERVALS, APPROXIMATELY 5 FOOT ON
CENTER, · PRODUCING 20 FOOT HIGH VERTICAL WATER COLUMNS.
OPTIONAL FOUNTAIN UP LIGHTING CONSISTING OF (2 6) 500 WATT
UNDERWATER FLOOD LIGHTS, (2) EACH PER NOZZLE.
INSIDE ARC: BRASS PIPE FOUNTAIN MANIFOLD RING. APPROXIMATELY
19 FOOT RADIUS CONNECTED TO CENTRAL DISCHARGE HUB.
HYDRAULICALLY POWERED BY F.OUNTAIN PUMP. (11) 2 INCH AERATING
NoizLEs SPACED AT 15 DEGREE INTERVALS, APPROXIMATELY 5 FOOT ON
CENTER, PRODUCING 20 FOOT HIGH VERTICAL WATER· COLUMNS.
OPTIONAL FOUNTAIN UPLIGHTING CONSISTING OF ( 22) 3 00 WATT
UNDERWATER FLOOD LIGHTS, (2) EACH PER NOZZLE.
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