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P_5130_S
l/4 0 l/4 1/2 3/4 ! [2:~c;~' .:'.'.'."-:_,..:......{ GRi..Pli1( 5·:.:Alf 1N Mllf5 SY~JiBOL LEGEND POWER POLE 0 MANHOLE 'Cf FIHE HYDRANT 0 METER BOX VALVE E--POWER POLE ANCHOR MONUMENT FENCE BLOCK WALL TREE ..z,..&,& &/ .ASPHALT PAVEMENT ~@5:: BRICK WALK 1 '. '. ·-·! L.C:.::.::...:cJ CONCRETE EXISTING CONSTRUCTION NEW CONSTRUCTION --E-POWER LINE -TV-CABLEVISION UNE r.,. M STREET LIGHT EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CAL!FORNiA EDISON COMPAMY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH ( PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS GROUP W CABLE OF CALIFORNIA COMMUNITY CABLEVISION UNDERGROUND SERVICE 'ALERT NUl\1 BERS NUMBER 534-0251 895-0221 551-7736 644-3011 962-241 I EXT, 222 €42~3260 720-2056 1·800·422· 4133 1 I CARY BINGHAM CHRIS CARTWRIGHT PAIGE BLOUIN GIL GOMEZ , PAUL MORGAN D ~ I ARCHITECT ··RON YEO, FAIA ARCHITECTS, INC. LANDSCAPE ARCHITECT EICHENBERGER, FENNELL AND ASSOCIATES NCJI E D ; TH!c?✓ E:;!D ~i=:T CL-'J['~0l'?Ts; o,e TVIO ~FAF\AJ e .. .::;1N PF-:o~i.:sr.zr:s, ~ I I ,, I ARCHITECTURAL A-1 SITE UTILITY Pl/IN I FLOOR PLAN, FOUNDATION PlAtl, /1-2 A-3 A-4 1\-5 1\-6 E-1 DETAILS ?·~ 1.z. lz ROOF PLAN, FRAMING PLAN, DETAILS . / SECTimi, [lE\IATIONS PICNIC SIIELTER FRAMING Pl/IN PLUMBING PLAN ELECTRIC/IL PLAN S-1 SPECIFIC/\TlONS S-2 SP[CIFIC/\TIONS S-3 SPECIFICATIONS • S-4 SPECIFICATIONS S-5 SPECIFICATIONS S-6 SP[ClFICIITIONS LANDSCAPE l-1 GRADING & STAKING PLAN l-2 CONSTRUCTION DETAILS l-3 l-4 l-5 L-6 IRRIGATION Pl/IN IRRIGATION OETl\llS I ! !RfUGATIOll DETAILS I Pl/INTI NG Pl/IN I ("' D • I I~ "5. t:. ~- I r• ",. :..,r I ~;. IC:, 7 ' l I I i,:i '' ' CITY OF NEWPORT BEACH CITY OF NEWF'ORT BEACH D!RECTOR OF PUBLIC WORKS PARKS, BEACHES & RECREATION DIRECTOR R.C.E, NO, 12806 DATE DATE .B-5122LS P-5130-:-S f:7 •• '?l'22, • 5' f'-I;,1~0-S • ilfl1 IHI .. ~ J ' \ ~' i~ ; I i -~-------( ,.J-;, // , .. ....- / ; I / ; DIETE:RICH·POST CLEARPRINT 11lQE tHift.~"; .. 1r!{m t}J f;'-07 CO'.WJAit\l 1B:; ri:::c~~\.::r'i 00~)~'."o:;s,sre ron tcrisrnucr:on S/tr-m11~ I f' h-'£,..1:i: ,Z:1<'.c::(:,N DU l"f ON • .M-~1q,tF"r(~ _ -rt!-L-,,; t-✓\e~ i,...-~ - ' ' I . ' ! A! " t111 I '! "\: '-ji I '\! I . ' . ' ·\fl' "-''l 1 ., i "}, ' ' '{JJ I I I ' I ' . I, 'f 11 " /,., f ':?/!:Le DATE BY DESCRIPTION GENERAL NOTES: l. Locations of•-Utilities shown are approximate~ Contractor shall exercise caution in excavating and trenching to avoid existing irrigation system and electrical lines* 3 . Contractor to provide barriers, trench covers, required during construction of sewer lateral and telephone lines .. and signs conduit for Connection to sewer must be backfilling trench. inspected by City prior to 4, Utility company contacts: a, So, California Edison co., Chris Cartwright, 895-0203. b. Pacific Bell, Lee Hernandez, 259-4453. \ \ \ \ \ ,, APPROVED ! ' ,4 /:.·._ - CHANNl::L PLACE PARK RESTROOM DAT.= DESIGNED APP'D, DRAWN !----'---'----------------~--CH~EC~K"E"'D----tc-DA"l"'Ec------J REVISIONS CITY Of NE\1JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET I . -... l.> I i\ . l / / \ I / / ! I ! l Z,',t,"w>'-l'-p"D t MW,'. Fi&, 1''1'f'. 'I I l fOUNDA110N ' 1----,<f' ,;.1,_N:!, W Jr:> Cl 12"!!:W· -,:;~ 'fo :r;:;1<.A!i-L l'f"l"f.?. ~IWOr--1 Fl414'H - 10 1-0" ! i l i~ ,-......, 0 ··,ff-. -----u -----. : ~ I -t\l I i ! ' I , -, ~ \. '" I ' ~ i" U') ' b lf\ ' ~ I ... ~ \), N ~ FLDOP-PLAN .. I I . ' I i (I) Pi:l?'VIDE 6:IZAe> r;?Al2.'!:> e ?'1-ic. -G,Dl:. 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TWtt 1. i.N'il~~nc:is to !'it I U2' !tO/ES. i.t QJ}( Lm!!L\Trn f\£~ TO EE !USP'(CU:0 OW..i!:3fl\?l~ttA.mu !;'( ffll¾'~RC'(HI 'iTSHf:(l ~ni:w. u\Ctt l!t."-..'1 TO &[ S!Mi?E.O wrrn;JJ! lOH:£f'm-tJ tlr.![!l f:(AMSf,.,'"$,, t!li iO CE ERf:ctEDt.-'lfHLCT:r<l lrtcl\iiQ.iQf tt~[Clr.'.'ltfl~ m.rnn w t-t~ er.rnr.t.,V'l(tttr.::i tY m: t•s:trm~ owNnr1nr:, -ft Sf)'.;_ 11.N'P~'ZX lU.DH!:SlVE 11, t>1t:ME 13,mn i 'l .. O\r!~tn IS. !NS?tt1tr.::l 16. S.'ilX' ORAWINGSS.'-l.\ll Bf SIJ0M.!nrn Hlf, RtVlEW av ,~CHmCi' 1,.'\TI s-m.ocn..'?v\t tflGmn:rL 17, Vil.CW!OE U:e1$1CU LA.'1!flA1iCl-'SJ,} SOT10!'1 Of BE-A.~SN-1D Al "!C\" fl: CCHTHtwOJS 6WtS tN[I\ CCt.JJtiN51.lr<'L(5:i CT!c(RW!Sf MlrH!. ,sire, !;,oz,J,::, 6P~ir:!dlil Ohl~ rOt:Z. ~ ilJ~ll.flOl,L I~ C,.l½ta. 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REVISIONS l'!l!lUC womm DEPAl"!T!.IENT SHlE' 0 o, 1:;, ; I ' I JJDUDDUDIJ \v ,., n ... " ti ... - -·-··-,,--·----=-== ---·-·--·· • --~ h",'$~~ IU,'fl'..D • • ---------->,,, PHAl:'f ~Hll-it,,{,lc!$ ---·~--· 1;< FA$C[,'>, (!'2£6-P,.\/,Ji,l) ........,. -=----~ I=======================•-~~-··· - I======···-··====~-===================~ I 4 ., I .. F-11--t 1<$Hl:. st:; .;:,, ~;..b' ~ l,;,;tpt7~1!,D t!~. 11-W,\<l..t,..,!, : ~Po.><'( &"V~ ~ {'c \;;,.~ : f,..!o14E, r}~~_,.,, i:::::-~ ... ~ I' REVISIONS . ·"···-····_-.· ---__ , ____ -- H r I ~ ~ ' V' ~ ~· I -~ ~ I . (i'iil 0: tJfEt"JfrOffr DL:ACe~ OJ\TE l'!Ji:IUC r:om1s OEPARTWaNT .: ' ' ' ! 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P1f'1t,J G, ,,;,HAl.l. 3 ~ RLlN ,A.T V4 -i / Poo T <:':,l..o Pl:i ; f'-1 I~~ lf"l U r-1. 3, MATE=-~IAL.S , ffi ,"-. hJ J\ ",:,'T~ Pi P~ e:>, V t:'. t'-i T P I Pf::. 4'' c.A ";;;,1 11<-oN P1PE:'. t-Jni-l t-10-i-1t.le. r'rrn :-J1a? -?-'/2-" f SMAL--l..E.P.:.. -'·$Cl--laDUl..~ 4o GAL.V/--N 1 'LE,.P f1 PG #.:. f'ITTI NE-,:, -'.3" ~ LA~•:;,!;'.!?--SA-i'-'1,!S As Wl'-s-.e:. Flf'i:: A&DYE". GF'-AOE:. -T'lf't::. 'i...' COf'f'~P.:.. wrn-l t-1 f':o Ll?.,HT e,opfe.iz. ScL-0 ~f',-fl TTi rlb':, !'£-I.OW Gr(AD~ -,YpE: '~' copf~fZ. w,iH W f?..OUbM T Cof'Pf.P.:.. SoL.D E;.pa-f ltf 1 ~J& S 1 'h ... " I " I . I 0 ,\ /i'F ~ f'R,OV;~ i:;)(fc;';;>fi;:9 S OV - oi-J 1/·2-" c ,.J ORoP 1o a',IS-L.Dw G,12-f---17,;Z f'L!JMB!NG fLOoP- .--,,-~,--" L,<,,. M·•--. •;~•~, ._,._, __ . ., .. ,,." ~; . --~ .• .. '" . i i I I I ) / / () CHAl\!NEL PLACE PARK RESTROOM Pllal.lC t':tl~flS ~lllECTO~ ' < ttL t~-"--- Cfi1li? @: rJ~:Ji;:tt~V Dlffi(Cl ,. i'UOLIC r.romm DCPI\RT1"El'IT • ' I ' . ' • ' ' r I (1~) ·" t;W;,LL. ,, 38, !"!:> -];t,ooA (IU,\/) I PL.. . K!=Nt>L.L . I i ~;~oi I I S755CJ~/cioe,r {'1St>o j U.zo,() i ---·· I Nii-LL f '7!.&,'1 TOCEHTEl:- 1 ol"' ""'LOe:2 ( :::;,q\';;JZ, IOP.,.-@., -----+-------,----1-----1~1_2_1-_0_11 A• f; r: ~ IN TJ:;"'-1,"F-:,)J 70 I i -L!Gl!'l'I!JG 'l'O ES'l'AllLIS!i FAIR IHlllllllG /ILL llI!lS Sl!l\!,L !IE FOR SPECr- l'UW ITEllS. Ml\' SUllSTt'i'll'i'10t!S SU/ILL llE I\SSl1HED SU!l- S'l'ITU'f!Oil IS · l'Oll A COST SIIVIIIGS. 'l'!!EllEFORil, '!'!IE· CO!l- 'l'RIICTOI! SIIALl. smmIT ,. llEil!lC'l'lVR COST SAVUICS TO '!'HE OIWER !!IT!! l!IS l)ID FOR S!lllSTl'l'!l'l'ED l'l'EHS, !!O SlillS'l'I- TIJTIOllS. iHLL llE Al.!.Olll>Il IF !lO'I' S!l!HHT'i'ED \HT!! llID, l!El'E!: TO SPEC! !'ICA ·rums !'Oil AlllJ l TIOllAL Sl!l!STITll'l'l01! llil(l!JI llllHEllTS, ALL f'LUO!!llSCll!l'l' 1.MlPS r, llAI..LASTS Sl!Al..l.: llE lllJlll!GW Si\VI!lG, C. ·,\LL !!. I. I). !'IXTIH!ES SHALL llA 1/E i!l'I' llALLASTS, . ) I f I J t I . □ 0-0 ELECTRICAL SY~BOL LIST PO I., I':. M OiJ '!'17'!:. 0 \...It., 1-l 'I' ! >l<a '::>"f 1>,t•H:> "!ZO FLlJOHESCllllT EllCLOSllll F'IITURE SURFACE H'l'D. !HTll OUTLET JlOX. IllCA!IDESCE!l'l' FIXTURE llECZSSED HOU!lTEll !!i:TU OUTLET BOX. IliCAllllESCE!l'l' l'IXTl!Rll HALL HO!lllTED l!IT!l OUTLET BOX. DUPLEX COIJVlll!Illl!CE OUTLET +12" Oil AS lfOTED. TELEl'llO!lE OUTLET +12" Oil AS llOTEll. Jlll!CTIO!I llOX 1-!0U!l'fE!l +.,-t• •t.~ Illl.lICATES ELl!C'l'lUCAL !'!XTll!!E 'l'Yl'll, fi2iJO" Il!llICATES 'l'O'l'AL FIXTURE llllTTAGE. SillGLE !'OLE TOGGLE S\HTCl! +48" Oll AS !!OTEll, EJ..ECT!lICAL l'AIJEL A!lD H!lTEll • . TELEl'llO!!E l'LYUOOD llACKllOAllD SIZED AS !!OT!lll. •!r--GllOllll:O. -----COllllllIT mm EXl'OSEil • ---CONDUIT mm CO!!Clli,LED m Oil Ut!llllll n .. oou OP. llEUl!J GRADE' 3/ 4" C. t!IHU!ll!l ·110, LF COllllllCTOllS AS llOTEll. A• I,<?, -'1- ( co Ir.JP l'llOIJ!!l!! CO!lDllll' l!Dll CQ!lCEIILEll Ill IJI\LL Or. ClllLil!G. ----f;nc. 2 1112 'I'll O!! AS !IOTEll, -iil--½"C. 3 1'12. -IHi--½"C. 4 012, --·,/;HJ·--3/4" C. 5 §12. -1:H::-3/4.• C. 6 ·012, . ilOUJZ 1nm TO P Jill EL •A", !l!lllll!!RS Ill!llCII TES CillCUITS. Ill ·l'Ali°EL "A". .. • TELEl'llO!l!! COlll.lllIT O!U.lr 1:/iT!i l'!JL!. li!l!E 3/4" C. Oil ,\S DOTED (Tl• 1• c.a .. TZ •I., •• C.D.). COl!ll!JIT O!lLl/. HllA'!'l!El!P!lOO!'. F!l!W!Sl!, HlS'.1' JILi.ED A!lli CO!l!lECTSl.l, '7'e.~□• PllLC&'.>iit ·<PUi,:;i!..ecrT .e:.o~u t'>irrn ,'l,,17,-;,w;,,.,-a,vcre • EZ!..l..l\Cfei.::;,,!.." .. ~~DR ~~o • '2 3e,o w -----·------. ...1lc".'i='t,.;::l,;:.... __ .::.•=="·=) ~=~·""i ""~='"'"~·=: 4===..:":.::' l-1:.:ri.;·•::;·P.::::G:::.;c.-:;:1j \ I •cc.·. • .. ',' . ' \ \ "~~-, ·; ' •;. ·-. -·:_'""-"'! --/, •.• i rr-----1---t'------·~----------...,....;r---11 OM'lc I I +----+---j I I /' I / ,, CHANNEL PLACE PARK RESTROOM Ji """ .;,,r\f'J \_,. .. _, r·"\(\ .... -;J :.,: ~-~~' • \ . I . / i ' ' ! ' ' i ' . i i I ' I l I l/16 DIVISION 1 -GENERAL REQUIREMENTS SECTION 00750 -GENERAL REQUIREMENTS Tbc!>e General Requirements are estabh.shcd to supplement the conditions, terms, de.finitions, responsibilities ·,md procedures set forth in the Standard Specifications for Public .Wor~s Constrw:t..ion, and AIA A201 General Con<litj ons J 987 Edition, which arc made a part of tins Contriict. by rcforence, If there are any conflicts bet1.:een the Surntiard Speci£icatJonc-;, the most Stt•ingent shall apply. 'l'h Perfor;n <,,;Qtk in conformance with /9~ edition of Uniform BuildifB Code and all other codes ordinances laws and other regulations and standards of each and ever:y governmental agency and bureau havir'3 jurisdiction over project, and advise in writing of design or construct.ion which rmst be specified b:::i mitigate, shield or protect from architectural h.wzards. B. Q.Jtain arrl pay for all pc:rmits. licenses construction taxes, and fees required by city1 county, a~ state la..s except general building plan check fee i,,hich will be paid by a.mer. Inclt.rle m contracts, necessary expenses to canply with all such laws, ordinances, regulations, fees, permits, and taxes Arran;e for all meter installations, and pay for their fees. Provide tempclrary toilet facilities as required by local buildi!l:3 code. 1.02 SITE VISIT: A. It is recomner.ded that the site be visited prior to subnission of any bid~ Contractors and subcontractors will be held financially and legally res).X)nsible for accuracy of all grades project conditions, aM dfrnensions prior to arrl after comnencing w . .xk, Notify Architect in ¾Titirq imme:Hately of discr:epcmcies found within the construc:tion docunents. Be rnsp:insible fot the accui:acy of details, for confirmin;J and coordinating all quantities and dimensi~m:, for selecting fabrication processes. and for techniques of assembly and performance of all W'.ll'.'K 1n a legal. safe arrJ satisfactot·y manner. 1.03 FROJEC'? SUPERVISION AND CCORDINATION~ A. a. Be responsible for coordinatirg work, inclOOio;:i that of subcontractors. Bind \\Crket'S and sUOContcactors by terms of the contract as fa~ as such tenns are applicable to that 'M)Ck. Provide foll-time on-site supervision by an experienced and competent superintendent in charge of the w:::irk until its canpletion~ !:hsure that thc1.t superintendent is on the project every day and at all times tbat any work is beifB done by any trade to ensure that all work is being done properly and in accordance with drawi~s .srrl specifications. r-'eet with each \,,Urker, trade or subcontractor OOfore h'0rk is to coomence ard explain the job to be done. Inspect work which is ccmpleted before proceedir.q to the next trade or phase of \\Ork. 1. Before concrete is p:mred into forms, check to see that forms are true and level, that dimensions are correct, and that reinforcin::a: is all in and pror:,erly placed. 2. ¼'hile masonry w:-rk is bein.J installed, ensure that it is properly started, properly raked and tooled, properly reinforced, and kept clean."· 3. l?rior to roofift3 operations, see that all sheet metal is in, that all decks are properly installed with correct pitch, all cants are installed, all knot holes are patched, all w:,od is properly attached, 4. Fnsure that sheet metal is properly installed, properly lapped; set in mastic, and sealed at joints. 5. Prior tD st.art of installation of any finish material, assembly, or produ:::t such as tile, gypsun wallboard, or plaster# ensure tt-,at to-be-concealed items such as pipir¥J, corilui t; vents, ducts. aOO other electrical, mechzmical arrl structural equipnent ard supp:,rts am in-place and securely att..ach,'Xl us rnquire:.i. C. rerfonn tl'r ..Axk correctly tJw Hrnt time, stx:rYHn-J /J!J m1~h tJme .:is i~ rl£K;emwry ~tlliying drnwir11n. specificatiom:. r1nd proj,x:::t corrlitians to ensure this. 'Ihis does not reduce the requirements that each ',,.j():fker arrl trai:!e perform the ¼Drk in strict accordance with drawJ.rqs 1 specifications und f'.Chodulcs. !.04 GUA!Wfi'EES AIID WARAAN'J"IES: A~ G.Jarantee all w:,rk. materials, and prodocts fot at least one year after date of acceptance of ',<;!'Jrk, unless a lorqer duration is specified within in:!ividual technical specifications sections~ or unless a larger: trade or material v.erranty is customary and standard. Repair or replace or cause to be repaired oc replaced,, all soch defective W':.lrk, to;ether with other work which may be displaced in doirq 5:)1 with::Jut additional eiq;ense1 ordinary wear and tea.rt unusual abuse or neglect excepted. B. In addition to guarantees anJ warranties, provide materials, products, assemblies, and construction which "Will vield a reasonable valoo over a p:dod of time v.hich exceeds the si;:ecified or-customary guarantee ard warr~nty perio::ls~ C~ Be responsible for a v.\:athertight and ¼"atertight buildin;J, free from defects of materials and wor:1'.manship. Provide a written gU.3rantee frcm. each trade or sutcontractor stati03 that work executed is free and will remain free from defects of materials and workmanship for at least one vear, ard that repair an:l replacenent of defective work and consequential dDmcSjes will be executed in a timely manner at the convenience of the cwner and without additional cost ~hatsoever. 1~05 DPJ'WIN3S AND SPECIFICATIONS: A. Drawirgs and ,;peclfications arc lnter,lcd to show and describe details for a canplete build!r,;. Execute p:1rts arrl details not fully show.n or described according to staOOard al"<l custanary trade practice and in similar manr1er and spirit of details v.hich are shown on drawings or described in Soe(';ifications ~ B~ If details are considered unsound, unsafe, not waterproof, rm:r wl thin cu...,;tomary trade practice, notify the Architect in writin:J. If W:Jrk is performed, 1t will be assuned that there is no objection to the detail.. Check accuracy of dimensions. lb additional canpmsation will be allo~d for differences between actual dimensions ard those irrlicated on drawings~ c. D. E. F. G. Follow fi9urcd dimensions in preference to scale, and detail drawings in preference to snall :;ca.le drawin;s. Check accuracy of all di'nensions in the field~ Unless specifically excepted in individual technical sr:ecifka.tions sections, do not (';ff-site fabricate any materials~ nor do any construction U.'itil vedfication of accuracy of drawing dimensions with actual field corrlit!ons~ fbllow specifications and written notes ard s:::he<lllles in preference for information furnished in the form of line drawirY:Js~ Detailed aOO a:pprcved drawirtJS furnished during construction are to be considered e::<planatory aOO not as modifications of drawi.rq~_ and spacificat:!.ons. tbtesv. Eiguren and details on said detail drawirzjs are to be executed as part of these specifications~ Drawings and i:.fX:!cifications are ccmplauentary and w:irk called for on one and not the other shall be provided as toouih fully set forth in both. 'lhese si::ecifications are divided into sections for convenience only~ rt is the i:esp:msibility of the Contractor to deterniine trades or workers responsible for all !tans for a ccrnplcte project. 'lhese specifications inclu:fo only major infonnation. In the absenso of information, secure the review and approval of materials, products arrl systems by the Architect~ It is asst.med that all ccrsons and canp.:mies pro!X)sing wrk on this project are skilled in the intei·pLetation and 1.Lse of drawirlJS arrJ specifications, ard have found these Contract D:icunents free of ambiguities sufficient for bidding and successful construction p.irposes, or have notified the Architect in writing of such ariblguities~ . D::m:;eraus Products: Prcdu:ts specified in t.'lese specifications or on drawings have been selected for their appropriateness in design. The Architect has oot .researched each and every :nat.edal, prodoct arrl system in detail~ It is the responsibility of each \o.tltker, trade and contractor to obtain information necessary relative to potential darqers due to toxic gases, snoke, flarrrnability and other FQtentially harmftll. characteristics# and subnit information on such characteristics to the 0.-tner prier to VJtchasirn ard installing such~ DlETER!CtH•OST CI.EARPR!NT, 1.07 I\B'.:HITECr: A~ Architect will be the O...ner' s representative durin:;J constroction and until final· P<:if11ent 1s due. Architect will consult with and advise the Cwrler. Architect may observe construction and ren:ler interpretations necessary fol:' the proi:er and timely execution of the w.:)rk. Architect will oot be responsible nor have control or charge aver the acts or ~.iss~ons, B~ construction means, methods, techniques, sequences or procedures, or for safety precautio~~ arid pn::~:Jrans, or the con.tractors, workersr trades, suppliers, or any of their agents or anploye~!j, or any other p;:i:sons p:?rfonning any of the w.:irk~ C~ Architect• Liabilityt The a.mer and contractors, recognizirq the inherentf :isfks conn00e::1re~;: construction, agree to limit any aOO all liability, claim for dama:;es, cost c. □7 ense,, a .. •• to be levied against the Architect on account of any design defect, errnr, _01uss1on, or pr?fess10n~l negligence to a sun oot to exceed $50,000.00, or the amount of the Nch1tect1s fee, .,.,tachever 1s greater~ 1.08 CHA.~E (l-U}8RS: ' 1 i ddi~ to or deducting frcm A. Owner or c.ny contractor may request extra ¼Urk or c,1an;es by a_ ter fB, a Bef tra w:>rk or the WJrk, the contract Sltn being adjttsted ta L~eir mutual sat1s~act1on~ ere any ex changes are effected 1 the p:3.rty requesting the extra w:>rk 07 chan:Jes must formally present the other p.nrt.y with a proposal for any added or deducted sun for their approval. 1.09 TEMPORAHY FACILITIES: A.,, Erect arrl properly maintain at all times as required by conHtions arrl pr:ogress of the w:it~1 all necessary and required protective barricades, fences and other safeguacds for t±c ?ro~ectlon of workers and the public. C.Onstn:ct and locate these bat:rkades ar-id fences as deternnnea by local authorities r codes and practical ityo Where these barricades an;l fence::; are visible to the public~ paint or otherwise finish them ~n a manrier acceptable to the Arch I tect. B. Af:. all times during construction or erection of project o~ its comp::inent p:1rt~, prior to conpletion1 of the .structural frane or placenent arrl penuanent connection of ccmponent members to the sti:u.:tura fr-31Ile, provide, install arrl maintain properly designed aOO canst.rooted temroniry bracii~ of OOequate strergth to prevent dislocation, distortion r crackirq t falling-off~ or any other danage to the ..ark or any of its canft)nent p.3rts doo to foreseeable normal excessive winds a~ earthquake forces, witOOut additional cost to o.vner.. Fepair or replace at oo added cost, d~1a;ea porticn.s of t<.Ork or caap:ment parts~ c. 'Ibe design, adequacy ard safety of erection br-acirg, shorirg, tenpxary supports, etc~, is tth,:tsolte resp:,nsibility of the ¾Orkers aOO contractors, arrl has not been consider~ by the Arc ~ ec • Contractors ard workers are responsible for the stability of the strocture pnor to application of all shear wall, roof arrl floor dia'f)hragms and finish materials. Architect, in his site visitations; will not inclu:le inspection of these itans~ 1.10 SUBSTITUTION'S: A.. subnit substitutions of matedals or-methods pmi;x:,sed to Architect in writing for approval or deniaL Request these substitutions at the followirq preferential times, but. in no case at. such a time that Contractoc OWner and Architect's review time w:>uld delay the proJect: during oiddi!XJ p?dod: 15 workin:;; days prior to latest ':rdei:-_ing date. S:Ubstitutions1 wi~l be a~prova:1 only if materials or methcds aLe danonstrably sup;r1or 1n quality_ Manufac~urer s l1~eratuie alone may oot be sufficient evidence of proof of ,st.rpedorit.y. A request for-a. substitution constitutes a representation that workers and contractors waive a!l claims~ for add.it1onal. labor or material costs 1-\hich may become subsequently apparent by the use ot such substituted materials or prcducts. BG If more than one manufacturer is s~ified in these specificaticns 1 it is the contr2ctor 1 s option to select the one vkiich tie mny desire to useo If more than one finish o~ style is available in the item specifiedi the contr~ctor is obligJted to allow tho Owner to make a selection. 1. 11 Gt.81',n--f!P i\ND n~OVALS: Ji .• All con.tr-actors are responsible fo:c the daily renOV'al of all accunulated de1br1io frenulttllng ~tran thei~ l/1,Ut:k that day0 tawfully r-anove all SCl:'ap, debris, aOO other excess mater a 6 ran )e Sl e, er a otherwise may be directed~ B~ At ca:ipletfon of w:,rk, protect w:irk and finishes frcm v.10rk of other trades or contractors:. After ccmolction of project1 ran.ave protective materials, ar.d then clean all for acceptance by 0Wner 0 EnsUre canplete cleanliness of glass, tiles, fixtures aOO equipnent, painted finishes, floors and wall5. Leave floors in a vacuum-clean corrlition~ Ce fnsure that all materials or prodi.:cts required to be op:;:rational are.. Make necessary adjustments for correct operation just prior to scheduled ~er acceptance .. D~ Place all guarnt1tees, warranties, maintenance· and ar:eratlng manuals aOO brochures in a neat 3-drx:J binder: for prnsentatioa to O;mer~ As part of the binder, provide a section with a typewritten list of all authorized repair or service agencies or subcontractors within 50 miles of the project who will service the installed materials or prodoots ~ Incltrle the current _nane, address arrl telephone m:mber of an individual vho will be responsible for resp::nd:!.ng to needs of the Cwner during the guarantee arrl warranty period.t as well as after its expiration.. Final paj!!J.ent to contractors and suppliers will n:,t be approved until this infonnation has been supplied for Q;m.er ~ 1.12 RECORD AND '1AS-BUILT" DR:\WINGS The Contractor shalJ. keep an accurate set of. "as-built11 drawings on alte. Before the date of the Unul i1rnp1~ction, t.he contrnctor shall t1·on,;;3fer oll 11as-built11 prints to the Architect for him to provide a reproducible set of drawings. All work shell be neat, easily readable and understood to the approval of the Architect. Failure to acco□plish this vill result in the dcrluct:ion of $1,000.00 from the final payment. DIVISION 2 -SITE WORK SECTION 02200 -EARTHWQRK PARK l -GENERAL 1.01 1.02 1.03 Work included: Prepare site for building and utilities. Clear site, excavate, grade and fill and provide subsurface drainage as required by project conditions and recommendations of Sails Investigation Report. Related Work Specified in Other Sections~ foundations: concr.ete; and electrical and Landscape finish g~oding and prepara~ion; piles plumbing utilities installation. or special Quality Assurance: Compaction testing end compaction supervision is required*·· Exercise reaso~able ~~d necessary means to abate dust and noise from construction and related operations. Notify Architect. extsting ut:ilitie~ or wells 1;1ro encountered, Protect existing conditions from d~ges until authorized to continue. All site clean-up and grading will be subject to the Geotechnical c.ngineer and must conform to the requirements of the City of Newport Beach and the fa)~lowing r~co~endations. ,1h: grading contractor is responsible for notifying the governmental agency, uno for notifying, the Geoteclm:cal Engineer at the start of site dean-up. the start of grading operatious1 and any time that grading operations a.re resumed after an interruption. Each step of the operations described below in Part 3, rocsc be approved in a specific area by the Geotechn~cal Engineer and, where required~ by the appropriate governmentnl agency or agencies before proceeding with subsequent work. 1~04 Codes and Standards: Perform earthwork operations in accordance with the following: UBC Chapter 29 and 70; recommendations of Soils Investigations Report; and Standard Specifications for Public Works Construction. 1.05 Do not interfere with use of adjacent properties. Maintain free and safe passage for workers and public on private and public properties and easements. Part. 2 -Products 2.01 Fill and Backfill Materials; Use clean, well-pulverized, non-expansive soils free from large rocks, vegetation, tr2sh and other debris. Existing on-.sit.e materials will be acceptable if approved bY soils engineer. 2~02 Fill At Utilities: Provide filtering materials for backfilling trenches around and over utilities and subsurfa.ce drains. Use approved clean, coarse sand and gravel or crushed stone. P3rk 3 -Execution 3~01 Prior to any grading, all vegetation, slabs, trash, surface obstructionst and debris resulting from demolition should be removed and disposed off-site. Any existing irrigation, drainage or utility lines, sewage disposal pits or ocher subsurface structures which are not to be utilized should be removed, destroyed or abandoned in compliance with current governmental regulations and with approval from the GeotechnicaJ Engineer. 3.02 Subsequent to clean-up operations, and prior to inital grading operations, a reasonable search should be made for subsurface obstructions and/or possible loose fill or detrimental soil types. This search should be conducted under the supervision of the Geotechnical Engineer with the use of on-site equipment. 3e03 The ground surface beneath the proposed buildings should be stripped of all fill material, loose soil or organic material. The resulting surface should be approved by the Geotechnical Engineer prior to processing the nacural ground. The exposed soil beneath proposed slabs should be scarified, brought to approximately 125 percent of optimum moisture content, and compacted to at least 90 pe~cent of AS1M Dl557 roaximum density to a depth of 18-inche.s. This may be accomplished by either soaking the build:1.ng pud· or by overexcavating and recompaction of the pad matedals as per the "General Grading Rcquircm0nts11 section of the .soil report. In all other areas to receive fill the exposed surface should be scarified, brought to optimum moisture content, and compacted to at least 90 percent of ASIB 01557 maximum dry density to a depth of 12-inches~ ,3.04 Fill ~hould consist of approved earth material free of trash or debris, roots, vegetation or other deleterious material and be no more expansive that the in-situ soils (EI~ 22 or less). All fill except expansive soil placed ~ithin three (3) feet of slab subgrade should be spread in 6-to 8-inch liftsJ brought to about optimum moisture, and compacted to et least 90 percent of AST}( Dl557 waximum density. All expansive soils placed below concrete slabs within 18 incheS of finished grade should be placed at well over optimum moisture content (about 125 percent of optimum) and compacted to at least 90 percent of maximun.: density. 3~05 All trench backfills, except for bedding and six inches cf pipe cover, should be compaced to at least 90 percent of maximum densityQ 3.06 Excavate for all foundations and piers to shapes and depths as shown on drawings~ Ensure that all foundations bear on firm nnrnral soil or approved ccmpac, t"eCC!fll".--- 3.07 Grade and cur. to within 0.10 foot of final elevations :required. In the event the grade ls not indicated, grade uniformly level ol:" at a slope between points where required elevations are shown~ Unless shown otherwise, slope grades away from buildings for at least 20 feet at a minimum 2 percent slope. REFER TO LANDSCAPE DRAWINGS FOR LANDSCAPE & SITE WORK DIVISION 3 -CONCRETE SECTION 03200 -REINFORCIN::; Part 1 -General L01 Work rnclu::1ed: Provide relnford~ steel bars welded wire fabric, support chairs~ bolsters, bar supports arrl SJ?acers. 1.02 Related WJrk Specified In Other Sections: Fonnv.t>rk. concrete w.:irk such as cast-in--place, site concretef ar:d precast, _an:i any masonry work~ l.~3 Quality Assurance· Perform reinforcir;q v.0rk in strict conformance with CR.SI 63 and 65 unless specified otherwise or requirro otherwise by local code jurisdiction. 1.04 Codes and Standards: In OOdition to CRSI srecifications. follow J:CI 315 arrl 318, 14tJS welding codes and qualifications, and !\Sm A.185 arrl A615. Fart 2 -Prodtl':'ts 2.01 Reinforcirg bars; A, 40 ks! yield grade: deformed billet stoel bars, l\51M !\615, plain finish lb. 4 and "11aller, clean. B. 60 ksi yield grade: deformed billet steel bars, AS'IM A515r plain finish, N:>. 5 and larger1 clean~ 2.02 Welded Wire F"dbdc~ Provide plain type, AS'IM AlBS, in coiled rollsy plain finished, void of rust, dust, scale, paint, grease aOO other coatirt;JS. 2.03 Jl,ccessaries: Provide minimun 16 g33e annealed tie wires. and chairs bolsters, bar supp:irts, and spacers sized arrl shaped for stren;ith ard support of rninforcirq. Part 3 -Execution 3.01 Fabricate reinforcing in accordance with PCI 3155 Locate reinforcifi.;i splices'oot shown an drawings, at points of least stress. Where shown or required, weld reinfordng bars in accordance with ANS D12.l. 3.,02' !?lace reinforcing supported and secured against displacanent~ OJ not. deviate frcm true aligrment~ 3.03 Ensure that· rein.forcirq used is clean, free of scale, dirt, dust"; rust and other matter. 3. 04 Provide a minirnun splice for bars noted as "cont .. " r typical wall reinforcing, .;and vertical colunn teinforcin:J« Prwide a staOOard lap of 48 bar dia.Mters in masonry and 36 OOr die.meters in 3.05 concrete. Qtly splice Architect. of vertical Architect~ rein.forcirq where sh::n..n or note3. Splices at other locations must be approved by the Provide continuous reinforcement bet'.Jeen splice locations in vertical ,;..;alls. ?>b splices wall reinforci03 may occur except at foun:1atfons, unless specifically approved by the 3.06 Stagger splices in adjacent horizontal wall reinforcirrJ bars a minimun of 4 feet~ 3.07 Provide dowels reinforci03 ~ otherwise. in foot!rgs and/or grade beams the same size and nunber as vertical wall or colt.nm Prnvide a m.inimun dowel protection equal to stardard lap splices unless ooted • APPROVED 1--/-!-"-"½~2~se·1.-----------------4--4 I----J---t----------------1--1 PUBLIC WORKS DIRECTOR R.E. NO•---- DAT" DATE BY DESCRIPTION APP"O. DESIGNED DRAWN CHECKED DATE a_,' T"S' ~ , ••• --~ ·-.·• CHANNEL PLACE PARK RESTROOM CITY Of NEVif PORT BEACH .. PllBLIC .. .WOl~KS .. DEPARJM~EfH. : : I < I I I .. \ • "n)., 1 )_'Jij; _. [>•-.~ "".j ' / 3.08 Provide the minimu:n coverage of reinforcing by concrete~ Below grade (unformed) Below grOOe ( formed) Walls Colunns Beams and Girders 3 inches 2 inches 1 inch 1-1/2 inches 1-1/2 inches Clear Clear Clear Clear Clear 3.09 fu r~t re-berrl l:'b. 5 or larger reioforcirq ba~s with:Jut the approval of the Architect. SECTION 03300 -Cl>.S'l'-IN-PLACE CONCRETE Part 1 -General 1.01 Wark L~clUJe:1: cast-in-place concrete, finishes, and vapor barrier. l. 02 Relate:1 Work Specified In Other Sections: Fonnw.:,rk, reinforcirq, site concr:ete, and miscellaneous steel. 1-03 QU:.11ity Assurance: otherwise. Perform concrete work in accordance wit."1 JiCI 301 and 318, unless specified 1.04 Codes am Standards: Refer to the followirg information for canpliaoce of materialsr products, an.1 inst.allat:ion t.echniques: AS'IM C33, C94, Cl50, C:260, C494, and U::I 301, 304¥ and 305~ 1.05 Testirq: Provide free access ta work. A;;eoc:y will provide design mix~ N:l substitutions will be accepted. Cement and a;gregetes may be tested~ Take three test cylinders for each days placing arrl for FNery 100 or less cubic yards of each class or type of concrete placOO. 'D:lke one slunp test. for each test cylinder taken. Part 2 -Prcducts 2.01 Cement: Pra,1lde AS'IM C150 Type I. If aggre.-gates contain reactive substancesJ use Type II~ Tyf)e III high early strength cement may be substitute::L 2.02 l'qgregates: AS'IM C33; 1-1/2 inch maximu:n, 3/4 inch maximun for 4 inch thick slabs. 2.03 Water: Provide clean water free frcm injurious substances. 2.04 Curing Compound: Provide 'Ihornpson's waterseal, or other approved. 2.05 Vapor barrier: Prwide 6 mil thick polyethylene. 2.06 Mmixtures (Use only w-ith written approval of Architect): A. Water reduci~: redooe wator 5 ~rcent minimi.m, increase 28 day canpressive strength, decrease 21 day drying shrinioge, AS™ C494# S. Acceler~tion or rebrdirq: AS'IM C494. C. Air entrafoio;: ~ percent minimtr.1, 6 percent maxi.mun air content by volune, AS'I'M C260. .'.2.07 l~m~•shrink grout: premixed ccmp:a:nd consistio; of non~metallic a:;tgt"egate, c:enent, water red.xi~ arrl plastici2in;,1 agentsf capable of developin;; non-shrink charncteristics in both the horizontal and vertical direction with minimun ccmpressive stren;;th of 2,400 psi in 2 days and 4,000 psi in 28 days. Part 3 -Execution 3.01 In general, place concrete in accordance with re:! 301. 3.02 Ensure that ancl:nrs, seats, plates, and other items to be ca.st into concrete are placeJ, held securely, an1 will not cause hardship in placing concrnte ~ L03 Maintain r:ecords ot poured concrete9 R.s-cord datel location, qua.ntity, air temf(!rntures, and test samples taken. 3.04 Ensure that reinforcement insr':rts, emberlded parts, and formed joints are not disturbed during concrete placanent~ 3.05 Pn;:pare previously placed concrete by cleanirg with steel brush arrl apply.irq OOOOing agent~ 3.06 four concrete continoously between prcdeterrninc-<l ccnstructiont control a.rd ei,;:pansion joints~ fQur in a checkerboard Il3ttcrn, unless oth.erwise dit"ected. 3.ln Excessive honeyccrnh arrl embedded debris is oot acceptable. 3.08 Con.form to ,C-1 305 when concreting in tot weather. 3.09 Maintain ti¥! followirq coverage of reinforcirg: 2 ioches at beans, l in:::h at supported slabs ao::i joists 1 2 inches at wa1ls: exposed to ~at.her or backfill, l inch at walls not exposed to weather or i:xlckfill, 3 inches at footin;Js am concrete formed against earth. 3.10 ¼'here srown on drawings, install vapor barrier under interior slabs on grade, lapping joints at least 12 inches and tapirq all joints. Cr.Nee with at least 1 irch of sand. 3~11 Screed slabs and concrete bases level to a tolerance of 1/8 inch in 10 feet. 3.12 Inspect concrete surfaces imnOOiately up::;n renova1. of fonns. Pi.itch imperfections~ 3~13 t-bdify or replace concrete rk':it conforming-to required lines, derails, shapc:s and elevations.. l':b not pat.ch, fill, tooch-trp, repz:1ir, or replace exp::;m:Xi architectural concrete except upcn express direction of Architect. 3.14 Provide ::.nooth rubbed .finish on concrete surfaces to be left ex:pos...."'O such as concrete walls, colnnns, beans, and joists, except as otherwise irrlkate-.L 3.15 Beginnin.J irm1.a::lliltely afte:r placement, protect concrete fran prenature dryi09, excessively hot or cold te:mpcrntu.res, and mechanical injury. Maintain concrete with minimal moisture loss at relatively ccnscant temrerature for i:;eriod necessary for hydration of cm,ent. and hardening of concrete. DIVISION 4 -MASONRY SECTION 04220 CONCRETE UNIT MASONRY PART I -GENERAL 1,01 DESCRIPTION A, General Conditions: The general provisions of the contract, including general conditions and general requirements. are an integral part of this specification and of the contract. Their contents should be carefully noted, B. Related work specified in other sections; l, Reinforcing steel. C. Description of system. Furnisl1 and in~Lall all concrete block, including all shapes necessary to complete the project. PART 2 -PRODUCTS J, /'tf' 2.01 ,/ t MATERIALS A. ' Concrete masonry un'its: shall can7f6nu to the standard specifications for Publi~ Works. Provide 8 x 8 :r. 16 split face, ~2:fl:1'concrete masonry 11nits in compliance with ASTH C90, Grade N, Type I 1 modular, os manufactured by Angelus Bloc~. or equal. Provide all complimentary shapes such as corner and end units, bases, bond beams, lintels. corbels, 5'-2" radius, etc. B. Type S Mortar: 1 part Porcland cement, 4 parts sand, 1/4 minimum co 1/2 maximum part hydrated Type Slime. Provide minimum ultimate compressive strength of 1,500 psL C, Grout: l part Portland cement. 3 parts sandi 2 parLs pea gravel# and appropriate amount of clean water to make grout fluid, f'c ~ 2,000 psi. Match block color. PART 3 -EXECUTION 3.01 GENERAL: Lay ma~onry in straight courses in running bonG. Faces of masonry units shall be all in one plane. Make horizontal and vertical mortar joints 3/B" thick~ Carry courses up at same level at wall intersections and corners, or slope back. No toothed jolnts permitted. Cut units with masonry saw. Clean concrete surfaces receiving first course of masonry by removing entire surface of concrete, exposing clean aggregate. Tops of walls not covered shall be filled with grout and trowelled smooth. Lay masonry surface dry. 3.02 3,03 GROUTING; Grout all cells. Vertical cells shall have vertical alignment. to maintain coutinous nnobstructid vertical cell area of 3 11 x 311 • Grout shall be suffciently fluid to ensure complete filling of all sections of units. but not so thin as to 0llow segregation of aggregate~ In no case shall grout conLain more than 7 1/2 gallons of water per sack of cement. Grout pours in ~xcees of 24'' heigh~ shall be provided with cleonouts. Unless high lift method is used, the maximum lift of grout p9ur shall be 2'. When grouting 1s stopped for a period of one hour or longer. horizontal construction joints shall be formed by stopping the grout one inch below top of upper-most unit~ Where the grout pour exceeds 2 1 in height, the high lift erout method shall be used, Section 2413d of U~B~C. REINFORCING; Bars shall be straight unless hooks or bends ere shown. Lap as shown. Hold fi~mly in place by means of frames or other suitable devices. Place steel to ensure minimum grout cover of 1/2 1'. Take care to prevent movement or jarring of reinforcing while placing masonry. 3.0/4 INSERTS: Place inserts in masonry as necesssry for work of other trades. Grout solidly in place with not leas than 1'' of grout surrounding inserts. 3~05 CURING~ Do not saturate with water for curing or any other purpose. 3.06 CLEANING: Exercise ~xtreme care to prevent mortar from coming in contact with exposed concr~te m~sonry surfaces. Remove excess mortar immediately from surfaces to prevent stain. Completed masonry work shall be free of stains or marks from mortar or grout or other foreign materials. 3.07 CLEANING AT COMPLETION: Tuck point holes l/6 11 or more. Grind off lumps, clean debris and surplus. Leave the masonry clean and free of mortar drops. sandblast if necessary. DIVISION 5 -METALS SECTION 05500 -MISCELLANEOUS 'HETAL FABRICATIONS PART I -GENERAL l. OJ DESCRIPTION A. General Conditions: The general provisions of the contract, including general conditions and general rcq11irements, are an intcgrnl part of this specification and of ttLe contract. Theii contents should be carefully noted. B. Related Work Specified Elsewhere: Structural steel, finish painting, and subsLrates to which fnbrications are ta be attached or embedded. C. Description of System: Provide miscellaneous rnetol fnbricAtions such as angles, pletes, gates, custom beam hangers, noaings, and ornamental iron. 1 .02 QUALITY ASSURANCE a. Codes and Standards: Provide materials coQplying with the following standards and industry recommendations: ASTM A36, A47, A48, A53, AlOB, A283, A296. A306, A312, A31', A366, A475, A512, A525, A526, A554, A569, BlOB, B209, B22l, SSPC 1 NAAHH, and AA. 1.03 SUBHITTALS A. Submit fabrication shop drawings on nll item~ to be orovided, Where other than mill finishes are ~pecified, provide samples of required finish which will be reviewed for color, texture, style, and finish. PART 2 -PRODUCTS 2.01 MISCELLANEOUS M~TAL ITEMS: Manufacture or fabricate items of sizes, shapes and di~ension required. Furnish steel washers. Hot dip galvanize all exterior ~etal work after fabrication unless otherwise indicated. All projections, borbs, and icicles shall be removed after galvanizing. A. Fabricate miscellaneous units co sizes, shapes and profiles shown or, if not shown, of required dimensions to receive adjacent other work to be retained by framing. Except as otherwise shown, fabricate from structural steel shapes and plates and steel bars 1 of ~elded construction using ruitercd joints for field con-nection. Cut, drill ant tap units to receive hardware and similar items. B. Equip units wi~h integrally welded anchor straps for casting into poured concrete wherever required. Furnish inserts if units must be installed af~er concrete is placed. Except as otherwise shown, space anchors 24 110.c. and provide minimum sncbor units of 1-1/4 11 x 1/4" X 811 steel straps. 2.02 Fabrication: A. Verify actual field dimensions prior to any fabrication. B. Fabricate items Yith joints neatly fitted and properly secured. C. Fit and shop assemble in largest practical sections for delivery to site. D. Grind exposed welds smooth and flush with adjacent finished surfaces. E. lxposed mechanical fastenings: flush countersunk screws or bolts unobtrusively located, consistent with design of structure, except where specifically noted otherwise. F. Make exvosed joints flush butt type hair-line joints where mechanically fastened. G. Supply components required for proper -anchorage of metal fabrications. Fabricate anchorage and related components of same material ond finish as ,metal fabrication, unless otherwise specified or shown, H. Thoroughly clean surfaces of rust, scale, grease end foreign matter prior to prime painting and galvanizing. I. Hot dip galvanize all miscellaneous metal fabrications exposed to view, (in~crior and exterior) end prime paint all other items. Do not shop prime surfaces in direct contact wi~h concrete er other cementitious materials, or requiring field welding. Shop prime in two coats. I. ASTM A123 for galvanizing rolled, pressed and forged steel shapes, plates, bars,and strip 1/8 11 thick and heavier. 2, ASTM A386 for galvanizing assembled steel products. Do galvanizing sfter fabrication with work assem- bled in as large sections as can be handled. 3. ASTM Al53 far galvBnizing iron and steel hardware. 4. Hot dip galvanize all exterior ferrous metal work after fabrication. J. Shop Painting: Shop paint miscellaneous metal work~ except members or po~tions of members to be embedded ir. concrete or masonry, surfaces and edges to be field welded, and galvanized surfaces, unless otherwise specified. l. 3. 4 • Remove scale, rust and other deleterious materials before applying shop coat. Cleon off heavy rust and loose mill scale in accordance ~ith SS?C SP-3 11 Power Tool Cleanin1 1r, Remove oil, grease and similar contaminnnts in accordooce with SSPC SP-1 11Solvent Cleaning". Immediately after surface preparation, brush or spray on primer in accordance with manufacturer's instructions, and at a rate to provide uniform dry film thickness of"2.0 mils for each coat. Use painLing methods which will result in ful] coverage of joints, corners, edges and exposed surface~. Applf one shop coat to fobricated metal items, ex-cept apply 2 coats of paint to surfaces inoccess-ible after assembly or erectint1. Change color of Eecond coat to distinguish it from the first. PART 3 -EXECUTION 3.01 Obtain approval of Architect prior to site cutting or making adjustments which are noc part of intended work or are not shown on shop drawings. 3,02 Install items square and level, accurately fitted and free from distortion an·d defects 3.03 Make provisions for erection stresses by temporary bracing. Keep work in alignment. 3 .. 04 Replace items dncraged during installation. 3.05 Perform field welding in accordance with AWS Dl.1. 3.06 After installation, touch-up field damaged paint, or coGted surfaces. with shop finish. welds and scratched and Use primer consistent 3.07 Supply and assist with setting all items requiring to be cust into concrete, or embedded in masonry, complete with necessary setting templates. DIVISION 6 -CARPENTRY SECTION 06100 -ROUGH CARPENTRY PART I -GENERAL 1.01 DESCRJPTlON A. General Candjtions: The general provisions of the contract, including general conditions and general requirements, are an incegrol part of this specification and of the contract. Their contents should be carefully noted. B. Related Work Specified Elsewhere: Finish hardware, millwork and other finish carpentry. C. Description of System: Wood framing. miscellaneous furring for wall finishes. miscellaneous blocking and rough hardware, and glue laminated beams. 1.02 QUALITY ASSURANCR A. PrOVfdei lumber with visible grede stamp of an approved agency certified by, NFPA. Ensure glue lemi11ated me~bers are certified by AITC. B. Reference Standards; 1. PS 20 -American Softwood Lumber Standard. 2. NFPA -National Forest Products Association, NaLional Design Specifications for Stress Grade Lumber and Its Fastening. 3. West Coast Lumber Inspection Bureau (WCLIB), Number 16 -Standard Grading and Dressing Rules for West Coast Lumber. C. Requirements of Regulatory Agencies: Comply with UBC, Chapter 25. 1,03 PRODUCT DELIVERY, STORAGE AND HANDLING A. Deliver and store materials at job site in a safe area~ out of traffic and shored up off ground surface. B. Identify framing lumber by grades and store grades separately from each other. C. Protect products with adequate waterproofing. D. Exercise care in off-loading lumber to prevent damages, splitting and breaking. 1,04 SEASONING A. Deliver materials at earliest date possible to ullow maximum drying Lime on site, B. Pile and strip lumber at site to allow free circulation of air with pile protected from sun and moisture. C. Air-season all lumber for at least 60 days near jobsite before-covering with finish materials. PAIT 2 -PRODUCTS 2.01 LUMBER A. PS 20; graded in accordance with NFPA Grading Rules; maximum moisture content of 19 percent. 1. Structural light framing: stress group 1500F; select structural No. I grade. 2. Non-Structural light framing; stress group· 1200F, standard grade. 3. Studding: stud grade, 4. Trellis -select. B. Blocking, backing, and furring: standard grade, Douglas fir. C. Plywood; APA C-D,' exterior glue. except B-D for electrical anG telephone panels. D. Exposed Soffits: Rough sawn Douglas Fir texture 1-11 as manufactured by Georgia Pacific Corporation in accordance with American P]ywood Association 303. Siding to be 5/8 inch thick 1 grooves at 8 11 O.C. E. Glue Laminated Beams: 24F, industrial grade appearance. exterior glue. Submit certificate of inspection tc building officials prior to ordering. Resawn texture where exposed, or at the Contractor's option, sandblasted texture. 2.02 ACCESSORY HATERlALS A. Nailsj spikes, and staples: Cornraon 1 except as otherwise indicated, glovanized for exterior locations, high humidity within conditioned spaces, and treated wood; plain finish for other interio~ locations; size and type to suit application. B. Steel hardware end stock framing connectors: ASTM A36 ateel, galvanized for exterior applicetionst Simpson, XC Metals, or other approved manufactu~er. C. Lag Bolts: FS FF-B-561. Machine Bolts: ASTH A307 D. AdheRives conforming with Spec,AFG-Olj APA for Glued Floor Syotf!m. E. Wood Preservation: Wolmanizing treatment at least two weeks prior to delivery to site. PART 3 -EXECUTION 3 ,01 SE!.BCTION OF LUBBER A. Carefully select all members. Ensure that exposed glue-laminated members and trellis membcrs 1 ere free of heart center. Selecc members so that knots and obvious defects will not interfere with placement of bolts, ?roper nailing or making proper coonections, and not impair achievement of proper finished appearances where to be cxvoscd. B. Cut out and di~card defects w!1ich will render a piece unable to serve its intended function. Lumber may be rejected by Architect, whether or noc it has been installed, for excessive warp, twist, bow, crook, mildew, fungus, or mold, as well ao for improper cutting and fitting. 3.02 GENERAL FRAMING DATE BY A. ln addition to framing operations normal to fabrication and erection indicnced on drawings, install all wood b~cking required for other work of other trades. B. Set all horizontal and sloped members with crown up. C. Non-bearing stud walls, sills ond trimmers may be anchored to concrete ~ith shot pins. D. All wall and partition studs and mullions shall be continuous from sill to plate. In addition, place one stud trimmer to suppor~ each end of lintels over openings, unless shown otherwise. E. Double plates with all joints staggered and lapping ac least four feet, and splice. F. Install nailing blocks and backing necessary for attachment cf grounds, finishes, trim, fixtures, and do all required cutting, furring, and backing for plumbing and heati11g pipes, fixtures. etc. G. Frame stud parti~ions, furring and walls containing fire cabinets, electric panels, plumbing, heating, or other pipes to give proper clearance, Cutting of scuds in bearing partitions and shear walls is prohibited u1tless specifically detailed. H. Do not place pipes exceeding 1/3 of plate width in partitions used as bearing or plywood-sheathed walls, but place them in furring completely clear of studs, unless detailed otherwise. Place approved piping in center of plates using neat hole. No notching is allowed, In no case allow pipes to pass through plates less than 5-1/2 inches wide. I. Unless otherwise indicated, provide 2 inch by 4 inch stu•ds u.t 16 inches on centers, and place 1/8 inch by !-1/2 inch metal strap ties where plates are broken. J. Provide crass-bridging at 8 feet on centers maximum for all joists and rafters more than 8 inches deep. Use 2 inch by 3 inch wood or approved metel type bridging, K~ Provide 1 inch by 6 inch let-in bracing (at approximately 45 degrees) every 25 feet in all stud walls not sheathed. Run-continuous from top plate to sill pla~e. L. Provide all isolated pests with connections at top and bottom; Simpson CC, CB, or BC. tlse half base unless specifically detailed otherwise, H. Double joist under parallel partitions with solid blocking between joist over all points of support. APPROVED PUBLIC WORKS DIRECTOR R.E.NO, ___ _ DAT" APP'D. DESIGNED DRAWN CHANNEL PLACE PARK RESTROOM .,__ ,a l(/ er: iU ·-""'-"-. I : ! 'i i i . I • ' f ' '. f l _r0,,. '~ ~ • I ) ~~ = ~9. 0:::),··· N. Provide a 1/16 inch thick galvanized sheet steel base plate for all untreated wood posts where they ere or will be in contact with concreLe~ 3,03 FIRE STOPS A. Ensure that no fire stop is less than 2 incl1es chick and no less in width than enclosed space within partition, B. Provide stud wall and partitions with continuous rovs of bridging or fire s~ops which will form o complete and effective separation in entire vidth of partitions, placed in such a manner that there will be no concealed air spaces greeter thon 8 feet in vertical dimension. Intermediate stops may be in line -with opening headers. Provide furred space betwee~ stud walls and partitions with continuous fire stops ct some elevation as those in the enclosing walls which must be installed borizoutally, thus forming a solid stop from outside to outside of stud. At nlJ concealed draft passages or shafts i~~luding furring spaces, ansure Lhac maximum dimension is no more than s·feet. Fire stop all partitions at all suspended ceili.ngs. 3.04 BEARINGS 3.05 3.06 3.07 3.08 3,09 A. Make bearings full unless shown otherwise. B. Finish bearing surfaces on which structural members are tn rest so as to give sure and even support. Where framing members slope, cut or notch ends a~ required to give uniform bearing surface. Shimming: Do not shiQ any framing member except where speciiically shown or required by drawings. Blocking: Install blocking required to support all items of finish and to cut off all concealed draft openings, both vertical and horizontal, between ceiling and floor. ' Alignment: On all framing members to receive a finished surface~ align finish sub-surface to vary no~ •ore than 1/8 inch from plane of surface of adjacent framing and furring members. PLYWOOD PLACEMENT A. Place all plywood with face grain perpendicular to supports and continuously over ac least two supports, exce~t where otherwise detailed. B. Ceiiter joints accurately over support unless otherwise shown on drawings. C. Protect plywood from moisture until succeeding component or materials are installed ta cover plywood. D. Apply site applied glue co both joists and T&G joints to floor p]yvood. GLU~LAMINATED BEAM PLACEMENT A. As soon Ofi merubern nre seti attach p~r~onent1y to supports, bo not attarnpt temporary fastbnihg~. Itt gen0ral 1 follow tecom~1ndatiGH$ ~s sp~~ified in AITO 111, and tl1n AtTC Timber CanbtruetJaft Hrtnual, 3, 10 F'ASTEN!NG A~ u~~ otilJ commu~ wiro nnile or epikaa of diruRnaiuo» t'!1lfUi!'ttd. B, For conditiona iiot covered on drowingo~ provide pc1:ct1atiort !nto piece rocu1ving paint not less than 1/2 length of natl nr spike, provided that 16d nailLJ rnoy be 1iueJ to cor1noct two piecea of Lwo inch thick-ness. C. For bolts, drill holes 1/32 inc~ large~ ip diameter then belts being used~ Drill straight und true frcm one side o:1ly. D. Bolt thrends oliall not bear on wood. Use was!1er& under head and nut wh~rc both beer on wood. Us~ wa~hcrs und~r all irnt&~ E. For lnc screws, and wood screws, pre-bore holes same diameter as root of threads; enlarge holes for shank diameter for length of shank. F. Screw, do not drive, all lag screws and wood screws. SECTION 06200 -FINISH CARPENTRY FART 1 -GENERAL 1.01 DESCRIPTION 3 .Ol A. General Conditions: The general provisions of the contrac~t including general conditions nnd general requirements, are an integr~l part of this specification and of the contract. Tl,eir contents should be co.refull v noted. B. Related Work Spcci~iod Elsewliere: F1n18h hardware, roueh carpentry, miscellaneous specialties, C. Description of System; Installation of finish hard- ware ftnd miscellarieous speciolcies, INSTALLATION OF MISCELLANEOUS SPECIALTIES AID FINISH HARDWARE A. lnscall~r must examine conditions under which all items to be installed, Notify contractor in vri~ing of conditions detrimental to the proper and timely completion of the work. Do not proceed until unsatisfuccory conditions heve been corrected. B. Install in strict accordance with manufacturer's printed instructioTis. Install truet plumb, and level; securely and rigidly anchored to substrate with tamper-proof concealed stainless steel fosteners. C. Protect adjacent or adjoining finished surfaces and work from damage during installation of work in this section, DIVISION 7 -THERMAL AND MOISTURE PROTECTION SECTION 07520 -ASPHALT SHINGLES PART 1 -GENERAL 1.01 DESCRIPTION A. General Conditions: The ecneral provisions cf the contract, including general conditions and general requirements, are an integral part of this specification and of the contract. Their contencs should be carefully noted. B. Related work specified in other sections: Other types of roofing, insulation and flashing. C. Definition of System: Provide shingle~, underlayment, ·attachment asphalt. and fasteners. DIETERICH-POST CLEARPRINT l.OZ QUALITY ASSURANCE, A~ Conform to Underwriters Laboratories (UL) requirements £or a Class C roof. B. Codes and Standards: Perform work in accordance with requirements of UL, and supply materials in accordance with reference standards ASTM D250, D312, and D3018. C. Guarantee: Jointly guarantee with suppliers of materials and products installed that installation will remain free froru any water or moisture intrusion for a minimum of two years. Any breach of watertight integrity of this installation will be warranted to he repaired to the satisfaction of the Owner. 1. 03 SUBMITTALS, A. Submit color samples of shi'ngles for selection. PART 2 -PRODUCTS 2.01 Provide asphalt shingles manufactured .of compoaition asphalt and reinforced glass fiber in conformance with ASTM D~OlB. Type 1. minimum 225 pounds per 100 square feet, self-sealing. Color -black~ 2.02 Pravide gable, hip and ridge unite aa required. 2.03 Underlayment: Provide single layer of 15 pound asphalt impregnated asbestos finishing felt in sccordsnce with ASTM D250. Type 1 specifications. 2.04 Asphalt: Provide ASTH D312, Type IV asphalt unless slope requires differently. 2.05 fasteners; Provide galvanized roofing nails of sufficient length to penetrate wood deck a mloimun of 3/4 inch. PART 3 -EXECUTION 3.01 Lay felt in asphalt and roechanically fasten into place. Seal edges, ends, tears, punctures and nail holes. Provide 4 inch headlap and 6 inch endlaps~ 3~02 For shingles, provide a minimum S inch exposure. vith a 2 inch headlap. 3.03 Coordinate application of shingles with sheet metal work and others providing materials or labor for roof-top installations. Payment for all Ashpalt Shingles lump sum price for the Building. will be allowed. will be made at the contract No additional compensation SECT!ON 07600 -SHEET HETAL PART 1 -GtNtRAL 1.02 1.03 1.04 bESCR!Pl'IOU A, General Canditio~u: The g~nDral proviaiona uf the coMtract 1 including general conditions nnd general rcquire~cJrte, ore an integral pert of this apecification and o! the contract, Their co~tantn thnuld bo curafully noted. B. Doocriptlcn of Syatcm: Provide oll floshings, counterflashinge, access daora. QIIALltY ASSURANCE A. Perform al] sheet m~cal work 1 includins f~bricatians, in ~trict accorda11ce with Sheet Macnl and Air Conditioning Cor1tractors National Association (~HACNA) Ar~h1tecturel Hinual. SUBMITTALS A, Submit copies of standard details covering ail sheet metal conditions and fabrications to be necessary on the project. Where standard 'details do noc ex~st, prepare and deliver such details to the Architect. GUARANTEE A. Protect products and accessories against damage. Flashing system, including fra~iog, caulking, windows, shall operate as a harmonious assembly providing a water-tight installation. Ensure the watertightness cf the completed installation under a five year guarantee. B. PART 2 -PRODUCTS 2.0l. MATERIALS A. Sheet MeLal: Fabricate all sheet metal items from minimum 24 gage galvanized sheet steel, primed unless noted otherwise. B. PrefabricaLed Items: Where prefabricated sheet metal items are available and are exactly as required for the inetallotj_on, they may be uned. These items are to be Qanufacturod by Construction Specialties, KC Metals, Fry or other approved. C. Access Doorn ~nd Vents; Provide galvanized units appropriate for the 1nstallation conditions, prime painted, manufactured by Inryco, or other approved. D, Fasteners and Clips: Provide as required and appropriate for the materials being fastened. Where fasteners and clips may be exposed to outside weather conditions, provide galvanized or stainless steel type. PART 3 -EXECUTION 3.01 INSTALLATION: Install all materials 1n accordance with good trade practices and in accordance with the SMACNA Architects Manual, Accurately form all sh~et metal to the dimensions and shapes r~quircd, Finish with true. straight_sharp lines and angles, Cope at intersections to a precise fit and securely so1der 1 bra~e or weld according to the best practices for the mnterial, Solder joints slowly, with full flowing sulder and make neat, as thin as consistent for the Joints so dorrued. Reinforce as required. Hem all exposed edges of metal work 1/2''. 3,02 Sheet Metal Features and related work are not necessarily individually described. The descriptions of sheet jetel work following usually includes the most important parts and those requiring detail. Provide other ~ork as indicated or necessary. 3.03 Conceal fastenings as much as possible. and contraction joints where necessary. Hydroseal, or other approved, Build in expansion Seal laps in 3.04 Immediately following installation uf sl1eet metal work, touch-up areos where primer has been removed during installation operations and where soldering has occurred. DIVISION 8 -DOORS AND WINDOWS SECTION 08100 -STEEL DOORS AND FRAMES PART I -GENERAL 1.01 DESCRIPTION A. General CondiLions: The general provisions of the contracL, including general-conditions and general requirements, are an integral part of this specification and of the ccncract. Their contents should be carefully noted. B. Related Work Specified Elsewhere: Othir types cf doors, aluminum frames, and finish hard~ere. C. Description of System: Furnish end install steel doors and frames, with fastening devices, 1.02 QUALITY ASSURANCE A. Follow Steel Door Institute (SDI) recommendations for materials and installation procedures. Manufnctured u1tits must be labeled and certified according to Section 2-5304, table 2-53S, Standards for Doors and Wjndows, of Title 24. 1.03 SUBM!TTALS A, Submit literature on doors and frames; and submit shop drawings indicating attachment and fastening devices, reinforcement, gages. paint type and certification that doors and frames meet or exceed quality standards of SDI. PART 2 -PRODUCTS 2.01 MATE'.RIALS A. Doors: Provide seamless, full flush type, 16 gage, welded conscructicn, shop primed, prepared for hard- ware, with top and bottom closure~. Where required to be raced. provide fire-rated doors with UL label attacl1ed in an inconspicuous location. Where doors are exoosed to outside ~eather conditions, provide doors fabricated with G60 gnlvanizing. B. Frames: Provide fully welded frames, 16 gage, prime painted steel, designed for butted, wraparound. and keyed-in construction conditions, fire-rated where required. G-60 galva11ize frames for exterior locations. C. Accessories: Include three 18 gage jamb anchors for each side of frame. Provide 18 gage steel floor anchors~ freperc and reinforce door frames for hardware as follo~s: 12 gage for surface applied closure~. 10 gage for hinges, 12 gage for hold-open arms 1 9 gogc for floor checking hingesi ond 14 gage for all other reinforcement. D, Provide doat lbuvers al &haw11 on mechahi~ol plans. rAnT 3 • tXECU1'10N l.01 1~ gc11ernl install doota and frames iu accordabcc kith SDI 100 and 105 rcepactivalr~ 3.02 lnotall !rowou plurub, rigid n11d in truu ulignrucnt, and faa£ened no as'to retain their position and clearencc durins construction of partitions and walln, Ensure dimensional tolerance and stability of frames for proper installntion and operation of hnrdwsrc and doors. 3.0J Following installation, provide protection of fraaes until frames are to be firiish painted, Touch up shop applied prjmor on doors and frames following lnstalla~jon and just prior to finish painting. SECTION 08710 -FINISH HARDWARE PART 1 -GENERAL 1.01 DESCRIPTION A, General Conditions: The general provisions of the contract. including general conditions and general requirements. are an integral part of this specification and of tl1e contract. Their contents should be carefully noted, B. Relaced Work Specified Elsewhere: Installation of finish hardware, toilet compartment hardware, toilet rooru accessories, signs of all kinds, rough hardware. C Description of Syscem: All finish hardware for the buildin& shall be furnished complete e~cept as other- wise specified. 1.02 GENERAL REQUIREMENTS , A. All items of hardvnre required to complete this work shall be furnished. Items of hardware not definitely specified ahall be provided of a type end quality suitable to the service required and comparable to other hardw~re specified. B. All hardware shell coruply with applicable fire anJ building codes. C. Exit doors shall be opensble at all times from the inside ~ithout the use of n key or any special knowledge or effort, 1.03 CONTRACTOP.'S QUALIFICATIONS A. Finish hardware contractor shall be a duly recognized distributor or dealer of the moke of hardware bid upon. B. Contrnecor shall provide a qualified roecber of the American Society of Hardware Consultants (AHC) or other qualified employee acceptable to tMc Owner , and available for c0n9ultation and service by the Owner and the General Contractor as required. .. --,-.. ., 1.04 SUBMITTAL$ A. Hardware Schedule: Submit six copies of the complete hardware schedule for approval within 30 dsys after award oi contract. Clearly indicate any deviations from the schedule specified. Approval of hardware schedule shall not be cons~rued as certifying its completeness but only that it has been checked for manufacture a11d finish. Withi11 30 days after approval of hardware schedule. arrange a meeting vith the Owner to establish keying system. The Owner will prepare a Qaster keying chart. Changes shall nol be madn in the hardware schedule or keyi~g cl1art after their approval without written consent. B. Samplea: Submit samples of hardware to the Owner and Architect for approval us requested, Tag all items and indJcate manufacturer's name. fioish, catalog number, and intended location in the building. Samples will be held by the Owner until" the completion of finish hardware installation. C. Templates: Furnish all templates ta otandards in accordance with approved hardware schedcle as required to prepare doors and frames to receive finish hardware. Furnish templates in accordance with door· and frame menufacturer 1 s production schedules in order not to delay the progress of the job. PART 2 -PRODUCTS 2.01 DESIGN AND FINISH A. Design shnll be as shown in schedule. as shown in schedule throughout unless elsewhere. Finish :;;hall be spe,cified 2 ,02 EQUALS A. The following are approved manufacturers for this work which comprise the base bid: SPECIFIED OTHER APPROVED ITEM MANUFACTURER MANUFACTURERS Hinges (M) McKinney (S) Stanley Floor Hinges (RI) Rixson (D) Doromatic Lockscts Best Mi.scellaneous (B) Builders Brass Panic Bars (V) Von Duprin Closers (R) Russwin (L) LCN, Norton Door Holders (L) LCN (N) Norton Pull (H) Bewi B. The Contractor shall base his bid on items exactly as specified. Requests for substitutions shall be aubruitted in accordance with the genern1 conditions of the specification. PART 3 • EXECUTION 3,01 ?ACKING AND MA~KlNG A. All hardware ehs11 have the tequired ~cr~Wti, ba1ts 1 ~nd fastenth~b nataasary for its installation packad in the same ~ocknee with th~ hardware including i~struetiob. Bdch package shall be legibly lliorkod ond ndoquotely lobclcd indicatins the p~rt of the work for which it i~ intottded, S~th marking ahall ccrr~epond tb th~ numbbr al1own on tl1e ~ppravod hardwara ochadule. Pro~ide door dooignationa and all other tdcnttfylns information p& required. B. Deliver hardware, ari an obligation under this Section, to the General Contractor at the job site or to che plant or business address of tho subconLroctor responsible for installation of hardware. C. Deliver hardware when and as required for preparation of dooro and frames to receive hardware or for inscallation in such quanti~ies and at such times as to maintain.normal job progress and prevent delay of the work. 3. 02 KEYING A. Cylinder locks shall be grand-master keyed in accordance with the existing system and·as directed by the Owner. Allow at least 20 percent expansion in layo~~ of key cuts. B. Locks end cylinders shall be keyed nt the factory of the lock manufncturer where permanent records shall be maintained for use by Owner at any time. C. Permanent keys shall be properly tagged by the manufacturer and delivered directly to the Owner by registered mail at least 15 days ahead of project completion. Furnish three keys per lock; six master keys ior each group and nix grand-master keys for the ehtire installation. Stamp all keys 1'DO NOT DOPLICATE11 , 3.03 SCHEDULE OF FINISH HARDWARE A. The following is a $Chedulc of hurdwara to be furnished far thi~ work. The material listed shall coufor~ throughout to the requirementa of tho foregoing specifications: RESTROOM Hollow metal door to chase: 1 3 Hinges McKinney 1279 4 1/2 x 4 1/2 600 1 Lock Best 5K6DS 1 Deadbolt Schlage BSOO 613 B. Deliver hardware, as an obligation under this Section, to the General Contrac&or at the job Site or to the plnnt or business address of the subcontractor responsible for installation of hardware. C. Deliver hardware when and es required for preparation af doors and frarues to roceiv~ hardware or for installaiion in such quantitles and et such times as to maintain normal job progress and prevent delay cf the work. APPROVED r I I , PUBLIC WORKS DIRECTOR R.E. NO OAT,r~-----------i DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CHECKED DATE CHANNEL. PLACE PARK RESTROOM CITV Of NE\VPORT BEACH PUBLIC WORKS DEPARTMENT SHEET IO OF '.~\ "'• '"" • " •·' • """ •~ ,., ""'"'•" ' '"" """"" '.l .. ,.' ",.!..,.-,•-•' I I I, . ' """ -"~ '-<. -~) •.a,' ) DIVISION 9 -FINISHES SF:CTION 09870 -SANDBLASTED FINISHES PART I -GENERAL 1.01 DESCRIPTION A. Ganer~l Conditions; The general provisions ~f the contract, including general conditions and general requirements, are an integral pnrt of this specification and of the contract. Their contents should be carefully notPd, U. Description of System: Perform saudblesLlng on wood and cemcntitious surfaces, as required by dra~ings. 1.02 QUALITY ASSURANCE A. Provide test sample areas where designated by Architect, where exact textures may be selected on matcri~ls in-place. l. 03 PROTECTION A. Pr0vid~ all prot~ctioo needed to mask materials in·-place which co1!ld be harmed by these operations. Remove protection upon ~ompletion of work. As may be required by project conditions, pertorm sandblasting operations dur~ng premium time hours at no additional expen~e to Owner. Consult wltl1 Architect to determine if this ~ill be necessary. PART 3 -EXECUTION 3.01 Where possible, perform sandblasting in a·s[11gle and continuous operation Lo accomplish consistency of texture and pattern. 3.02 Apply n dry blast process using a fine grained sand with enough air pressure to moderately texture the Douglns fir wood arld other surfaces as required. Apply a heavy texture blnst tc ccmcntitinus surfaces, exposing subsurtace Hggregate. Where a wee process is practical, or where o co~fincd area would preclude a dry process, use a wet blast. On masonry surfaces, exerc:lse caution to prevent nec~tiS~LY of re-pointi11g grout. 3.03 Upon completion o! tl1ese operatio1ia, clean and vacuum surfaces blasted, as well as all tl1ose affected areas arocnd sendblnsced surfaces, SECTION 09900 -PAINTING PART I --GENERAL 1.01 1.02 DESCRIPTION A. General Conditions: Tl1e general provisions of the contrHct, including general conditions and general rcq11ircments, nrc on integral part of this specificRtion and of the contract. Their contents should bu carefully noted, B, F~lated Work Specified Els0whcrc: Sl1up primed products and mJLurlul~, and masonry dampproofing sealers. C. ]icscrJµLi011 of SyRccm: Prepare surfHcea and finish as ~Lh(!r-\u1e<l. CODES AND STANDARDS A. Conform to California Air ~~pcciully 1113. Rcsourrc~ Huard (CARB) Rulus, l .OJ SUllMJ'_:,'TALS A. Prepare 8-1/1 inch by 11 jnch samoles of {ini~bes when rt'quest{'d by An·.h'.tect, Whr,u pus;,d.b.lc, !::!pply finishes on idcntica] tyµc n1aler1ffls to which they will be 2pplit:J on joh. B. lde11~ii) e~cl1 5ilffipl~ as tu iinish formul~, color name and P1ochere number and sheen name and gloss units. C. Colors: will he .selr:cr.r:d Uy OwHer and Architect prior to cc~mencement of work, from manufacturer's full range of ~tandard nnd custom ~olors. l. 04 MOCK-Ul' A. Before proceeding wilh paint 8pp1Jcation, fjojsh one complet~ surface uf eacli color scheme required, clearly indicnrine s~lected colors, finish texture, materials end vorkmo11st1ip. If approved, sample area will oerve as a minimum standard for work throushaut. l ,CS MAINTE/\ANCE MATERIALS A. Leave on premises where directed, not lesi than one ful 1 galJ.011 of euch color, of each type of prdnt, in new u11op~n~d conta111er. Label each container for identifiacti,rn. l.06 DELIVERY, STORAGE AND HANDLING 1.07 A, Deliver paint matPrials in sealed original labeled containers heari.ng manufacturer's name, type of pninL, b~end 11eme,·solids content, color de&ignation nnd in:;1.rucLions for mixing and/or ~educing. B, l'rovlde ~dequate stcrHge facilities. Store paint materials at minimum ambient tcrnpcratuces of AS degrees F, i11 well ventilated area, ENVIRONtlCNTAL CUNDlTIUNS E. C. MeHsurc moist11re content of surfec~s us111g on ,dect;-01::ic ;i10i;;1.,ne met.er. Do not .:,pply f:i.nislic:s unless ~oi~tur~ cont~nts of surfaces are below fullowing mlnim11ms: gypsum board 12 p0r~ent; cerue11liliou5 ~aterials -12 percent. En~urc 5ur[nce t.eruperoturcs or surrounding temperatures ure above 5(1 degrees F. bclorc eppl~itlg finishes. Provide adeauaLe cantinuaus ventilation and sufficient l1eating facilities to maintain teraoeraturcs.ebove 50 dcg1·cc; F, for 24 hour·s before, du~ing, and 48 ho11rs arc~r application of finishes. D1tring painting, provide miuJmum of 25 foot candles of lighting on surfaces to be painted. 1.08 PROTECTION A. Ad~qustely protect other surfaces from point end dameAes. Repair damogcs as a resul.t of itadequate or unsuitable protection. B. Furnish bufficient drop cloths, shields and proLectivc equipment to prevent spray o~ dropping8 from fouling surfaces not bnjng pai11ted and in particular, surfaces withi11 storage and preparation areas. C. Place cotton waDte cloths nnd materjaJs which may canstitut~ a fire hazard in closcrl metol containers and remove daily from site. D. Remove or cause to have removed, electrical plates, f1c~1ngs, fasreningG, escutcheons, and hardware prior to painting operations. These it~ms are to be carefully stored, clca~ed and replaced on completion of work i~ each areu. De not use solvents or other harsh cleansc18 on surfaces which could be damaged hy s1:ch use 0f mnLertals. .. "'". DIETERICH-POST i;:LEARPR!NT PART 2 -PRODUCTS 2.01 MANUFACTURERS A. Provide paints and coatings manufactured ty one of the following companies. Only one compaoy 1 s products may be used throughout the project, except os noted, Provide Dunn-Edwards, Decratrend, Frazee, Portor, or Sinclair; except provjde Cuprinol or Olympic for transpnrent wood stains and varnishes and Nev Method Epoxy Systems for masonry and concrete. 2.02 PAINT MATERIALS A. Accessories~ Provide linseed ail, shellac, turpentine and other materials not specificully specified but reouired to achieve finishes. B. Paints afld Coatings: Provide ready-mixed type except fjcld catalyzed coatings; pigments fully ground maintaining soft paste consistency, copable of being readily and unjformly dispersed to complete homogeneous mixtures. C. Provide paints and coatings with good flowins and brushing propertie~ and capable of drying or curing free of streaks and sags. PART 3 -EXECUTION 3.01 INSPECTION A. Thoroughly examine surfaces shcodulcd to be painted nrior to commencement of work. Report tn writing of ~onditio11s potentially detrimental ta proper nppl±~ation. Do not commence unti 1 satisfied thHt defects and deficiencies in s11rfaces have been rectified. 3.02 PREPARATION OF SURFACES A. Thoroughly clean all surfaces to be painted wiLl1 hydro-cleaning process to remove chalk, dirt and otl1er deleterious material& where such cl~aning methods nrc practical, Spot prime before application of finish coats, B. R~move dirt. greas~ and oil from canvas and cotton covered inRulatcd ruateriels ouch as pipes and ducts. C. On surfaces to be cleaned which cannot be hydro- clean~d, where possible, wash with solution of TSP and thoroughly rin~e. D. Patch and prime ccracntitious material&. E. Remov0 contaminatio~ from gypsum board surfaces and prime to sl1ow defects, if any. Paint after defects heve been remedied. F. Remove surface contarninatiou end oils from zinc coated/galvnni2ed surfaces, wash with solvent, apply ~tching primer or as recommended by paint manufacturer and confirmed with metal manufacturer. G, Remove dirt, loose scale, powder, mortnr and other foreign matter froru cementitiuos surfaces which are to be painted or to receive clear scaler. Remove oil and grease witl1 TSP so1utjnn 1 rinse well and all.av to thoroughly Cry. H. Remove stai.ns from cernentitious surfaces caus~d by ueatheri1lg of corrnding moterinls with n solution of sodium mctasilicate after being thoroughly wetted with water. Allow to thoroughly dry. I. Fill hairline cracks, small boles anrl impor·fcctions. Smooth off to match adjacent surfaces. Wash and neutralize l1igh alknli where they occ11r, J. Remove grease, rust, Gcale, dirt and dust !ram steel ond iron surfaceR. Where henvy coatings of scale are evide1!L, rornove Ly wire brushing, sandblasting er other method 11ec1•~~111·y, procLic2l ana 111 ac~ordnncc wjth Steel S~1uctur~~ Pal11ting Co11ncil. K. Clean unprjmed SLeel surfaces by wnsl1ing with solvcn~. Apply R trcolruent of phosphor1~ HCid solution, ensuring welded joint~, bolts a11d nuts ar~ similarly clt~ned. Pr~roc surfaces to indicate defects, if any. Paint after defe~tR lieve been remedied. L. Sand and scrape shop primed steel surfaces to remove loose primer, and rust. F~other out edges to make touch-up patches inconspicuou~. Clean surfaces with solvent. Prime bare surfaces. M. Wipe off sai1ding dt1st and gric from miscellancjous wood and carpentry iternb prior to priming. Spot coat knots, pitch streaks end sappy sections with sealer. fill nail holes and crocks after nrimer hes dried and sand between coots. Buck prime i;terior and e~terior wuodwork. 3.03 APPLICATIONS '' .. A. Apply euch coat aL proper consistency. B. Each coat of pelnt ls to be slightly ducker than preceeding coa~ unless otherwise direct~d, or finish is clear. C. Sand liBhtly between cantR to achieve required fini~h. D. Do not apply finishes on s11rfeces thnt ere not sufficiently dry. E. Allow each coat to ctry before folloving coots are applied, F. Bnckprimc wood which is to receive pa~nt or enamel pui1tt, wiLil enamel undercoater paint. G. Price top and bottom edges of wood doors witl1 e11arucl undercuater wl1e~ they are to be painted. 3.04 CLEANING A. As ~erk prugrc~scs and upon co~plction, promptly remove paint where spilled, splashed, smeared and splattered. B. Du~ing progress of work, keep prem1s~s free from 11nnecessary accumulation of tools, equipment. su1·plus mnccrials nnd debris. C. Upon completioi1 of work, leave premises ncoc a1id clean, to satisfaction of. Owner. 3.05 PAINTING AND FINISHING (EXTERIOR) A, H~tal -primed. l coat acrylic late~ system -2.0 dry mi.ls thick. B, Metal -unprimed. 2 coat acrylic latex system --2.5 dry ruil:5 th:i ck. C. Woad -2 coats full bodied stain, se□j-Lransparent, l coat Thomµson5 Water Seal. D. Masonry -1 coat 11705 "sure-seal 11 , 2 coats #701 ''sure-seal'' clcnr onti-greffiti coating. 8 hours of cure time req11ired between coats. "'"". "''""" . ' ' " ' ' " '"' " " ' •" m " 3.06 PAINTING AND FINISHING (INTERIOR) A. Met.al -primed. 1 coat alkyd system -1.0 dry mils thick. B. Metal -unprimed or galvanized. 2 coats alkyd system -2.0 dry mils thick. C. Wood -stained. 2 coats uncut semi-transparent staio. D. Masonry and concrete partition5 -filler, as required to fill voids, 2 coats, ''sure-seal" light beige series 300 epoxy and 2 coats #701 anti-graffiti epoxy. 24 hour cure between coats, E. Concrete floors -filler at crack&, 1 coat "sure-seal 1' light beige series 100 slip resistant epoxy and l coat seires 700 clear seal coot. 2~ hour cure between coats. Alternate -1 coat ''s~re-seal'' 100 series clear slip resistant epoxy and 1 coat #701 clear onti-grafiiti coating -allow 8 hours curo between coals. F. Painting in chose is not required. PARTIAL COLOR SCHEDULE All All All All exposed wood beams -Olympic 713 wood ceiling -Olympic 901 ., ,.. ,_.,. _,,. .... ·, doors -Frazee -~-h-e-st-f'l'"U"t'••'°ff&Wfi' ~-·!i:71"1 ! ;,t::ifJ:.'f structural metal -Black (Satin) 1 DIVISION 1 0 ~ SPECIAL TIES SECTION 10HJ0 -TOILET PARTITIONS PART I -GENERAl. 1.01 A. c. L02 A. DESCRIPTION General Conditions: The general provisions cf tl1~ contract, including conditions ond generol requirements, ere en integral part of thiG speci(icetion and of tl1e couLract. Their contents should be c~refully note~. # fl Reloted Wor!-: Spc,cifiei1 Elc,cvherc: To1let acc(:!,sor1;3,..,.,,~;;~0v~ blccki1:g, /&::>.-OP.DH"'"1A"fr::. L. Description. of Sy:stem; Provj_de ~ concre.:e• to1.let partitions, plastic doors, stiles, fastenc~s, hardware, reinforc!ni for grab bars, and necessary cutouts ior scheduled toilet accessories. QUALITY ASSURANCE, Codes and Standards: In addiLion to conforming wit!t all pertinent codes and regulations, including St~te Handicapped CodP -Chapter 54, Part 2, Title 24, fnhricate and install the toilet partitions i11 strict accordance with the published recommendations ot the manufacturer of the products selected. B. Codes and Scundar<ls: Provide materials in accoraance with c. J.03 A. FS L-P-508 for plaslic laminate, and ASTH A167 for stainless steel. Qunlificotions of Installers: For this portion o[ the work, use only installers who are thoroughly trained and skilled in the instollatjon of the type of tuilct partiLio11s selected. SU11MIT1'ALS At least thirty (30) days after nvord of contract submit fjve (S) sets of shop drawings to the Architect for approval. Show all details of construction ~nd nncl1orage, swings oi door£, ond methods and location5 of attachment tc other construction. When approved by Architect shell function as the bn~is far occeptance or rejection of accual mctticds-of-installation being used. B. Color: Subrntc manufacturer's st2ndard samples with initial shop drnwing Gubmiltal, or furnish as schcdul~d. 1.0/4 A. PRODl!CT DELIVERY• STORAGE AND HAHD!.J.NG Product Ilandling: Use oll mean~ nccc~sary to protect toilet partitions before, during und after inscallntion and Lo praLect the installed work of other trades. In the event of damage, immediately mnkc nll rcpsirs and replace - rucnts necessary Lo the approval of the Architect and et no additional cost to the Owner, 1.05 JOB CONDITIONS: A. Co-operate as nccessery with all other trades co enaure pra11er and adequate provi~ion for th~ instullation of items described 1n this Section, B. Verify all dimensions shown on drawir1gG by Laking field meam.H:~ments. PART 2 ~ PRODUCTS 2.01 MANUFACTURERS: Provide n system of products manufect11red Bobrick, and Arc-crete Precast Inc, or other approved. This specification is bnscd upc1i Bobrick 1080 Series toilet compertmentfi and all material~ shall meet or exceed ~licir p·oduc.t, 2402 MATERIALS~ A. Plastic laminate: B0brick ''Waterproof'' toilet compart- ments. Constructed uf solid phenolic core laminated plasLic -3/4 11 (19mm) thi~k stiles and doors. D11tch Blue, i/851. , B. Hardware: Type 304, 18-8 stai11less steel, heavy duty, used for all attachmPnts. All hnrdwarQ shall be concealed inside compartment, except for handicapped outswinging door. C. Hinces: type 304, 18-8 stainless ~terl wit!: Dupont Delrin self lubricating adjustable cams, 4 one-way steel machine screws into threaded steel inserts behind each !1inge. D. Miscellaneous: tamper-proof fasteners, door latch to withstand 1100 lbs. preesure, adjustable door, with emergency finger lift Bt bottom of door, l-l/8'1 coat hook. All edges of door, panels, stile& ond posts sh;;ill be stainlcs$ steel. e, .. e,,,, tb-z:l;l1 G?fv\f:> f!:·A.F\ \1 '2-57 it~·1DP.."? tt P:,~ ... ~1-z. ~T·~1Lh1 ... •• -n~~Lil:7, 011+1. p::::,ra.~1\c.i~ i l • ✓ 4· 'PG7~ ~ro1 l-E.,1: PART 3 -EXECUTION 3.01 Il"~STALLAT!ON A. Install all toilet partitions rigid, straight, plumb. level square in strict accordance with the npproved shop drawings m~nufacturer's published recommendlitions. B. Take site dimensions, and ensure that plumbing fixture8 are correctly spaced. Ensure blocking and wall reinforcing are correctly installed. C. All drilling, cutting and fitting co room finish shall be concealed in the finished work. D. Clearance at vertical edges of doors shall be uniform from top to bottom and shall noc exceed 3/16 inch. Doors shall be free of warp and bind. E. Adjust hardware and 1£:rivr~ in perfect working order. F. Adjust doors for proper ~\\!trig, i:n1<l· pyoper positive latching when closed. G. Repair or replace materials damaged prior to Owner acceptance. 3 .02 COLOR scmrnULE: A. ~omen: 1851, Dutch Blue. Payment for all Plastic Laminate Toilet Partitions will be made oc the contract lump sum price for the Building, No additional compensation will be allowed. SECTION 10410 -SJGNAGE PART I -GENERAL 1.01 DESCRIPTION A. General Conditions: The general provisions of che contract, including general conditions and general requirements, are an integral part of this specification and of the contract. Their contents uhoul<l Le carefully 11oted. B. Description of Syst.em: Furnish all labor, materials and equipment required for Lbe complete fobricetion and erection of ell sign work shown and here~n specified including all anchors, brackets, fasteners and sealants required in connectio11 with Lhis work. Final .cleaning. l .02 GENERAL REQUIREMENTS A. All items required to complete this work shall be furnished. Details not definitely specified shall be provided of a ~ype aud quality ~uitabla to the service required. 1. 03 SUBMITT ALS A. Submit shop drawings and catalog c~tB for nll items to be furuished. Manufacturer's standard drawings and installation informotioD will be acceptable where it is complete enough to deterrni11e its accepLability. Also submit samples of materials where options of color, pattern or texture exist. PART 2 -PRODUCTS 2.01 SIGH SCHEDULE A. Install all sjg~ege items in accordance with shop and installation drawings, nnd in con1pl1ance with written instructions from runnufoc~urer. B. Toilet Roam Symbols: Provide J/4 incl1 thick lexan type with international symbols far women and men. 121' triangle end 12" circle. Mount with adhesive and vandal proof screws, color as s~lected. SECTION 10601 ~ MESI! PARTITlONS PART 1 -GENERAL 1.01 DESCRIPTION A. Scope of Work 1. The general p;:-ov2sions of the contract, inclui.ling general conditions ond general requirruents. apply to the work specified in this seclion. 2. Furnish materials end perform lobor requir~d to execute this work as indicated on the drawingD, a~ specified. and as necessary to complete the contract, including, but not limited to, these major items: a. All mesh panels. B. Related Work Specified Elsewhere! 1. Finish hardware. 1.02 A. QUALITY ASSURANCE Reference Standards: l. Standard Specifications for Public Works Construction. 1.03 JOB co,rnITIONS A. Co-operate as necessary with all other trades to ensure proper and adequate provision for the installation of items described in this Section. B, v~rify all dimensicns sl1own on drawings by c~king field measurements. PART 2 -PRODUCTS 2.01 MATERIALS: All materials shell be Colorbond II, Chainguard or equnl. Fra~ing System -King Wire Partitions (2]3/256-4848), or approved equal. A. MESI!: Dlack vinylclad l'' ~uper security 10 gauge, securely clinched to frames. B. POSTS, RAILS: 1 1/2 x 3/4 1' cold rolled ''C'' channel vJ.th 1/4'' bolt holes et 14'' O.C., block vinyl-coated galvanized steel. D. FITTINGS, R£1NFORC1NG BARS, and othec oppur~e11ancas shall be aluminum alloy, galvanized pressed steel, malleable ur caSL steel _as specified, epoxy-phenolic primed and coated with macc~ing vi~yl (PVC) by the fusion-boad method. Painted ficcings arc not acceptable, Provide 1'' channel around edge of all fixed panels. PART 3 -EXECUTION :LOl INSTALLATION A. All work shall be constructed in conformance with the best standards and practices of the trade. ' APPROVED i 1---lc---....+------------------f---1 PUBLIC WORKS DIRECTOR R.E. NO, ____ _ 'CHANNEL PLACE PARK RESTROOM DAT"L----------1 DATE DESCRIPTION APP'D. DESIGNED DRAWN ' CITY OF NEVJPORT BEACH REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET i I "'''" .... , .. , .. , ....... , ""' (\J \:l_h • ;..,,.. tr) """' ! =:, ~ I:::!\ ' ' (;'~ """ > v{;fJ • ·.·• 1 ('.,!j;:) ' i ' i \ / j I SECTION 10800 -TOILET· AND BATH ACCESSORIES PART 1 -GENERAL 1.01 DESCRIPTION A. Scope of work: 1. The general provisions of the contract, in~luding ije11crnl condittons and genrrol requirements, are aa i~tegrDl part of this specification and of the ~01itract. fhcir cuntc11~s should be carciullv notud. B. Related Work Specified Else~here: • l. Toil~t p~rtitions. 2. Finish cJr11cntry. ~ Manufactured pre-cut oµeni11g for equipment is governed l,y Toilet Partition Section ~nd ,eqnircrnent'.'i of thls Si,r.:ti.on shn1J be-furnished to ::he Toi.let Pnrtit:ion manufactured prio1 Lo· fabricuLio~ of partitiu11s. C. Description of System: Toilet accessories, attachment devices, and required rauKh-in frames. , 1.02 QUALITY ASS\JRANCE A. Codes anJ Standards: ASTH Al67-Stainless and llcat-R~sisring rhrom1um-Nicke1 Steel Plate, Sheet and Strip, B. In addition to co11formi11g with all pertinent codes and regulations, including State Handicapped Code -Chapter Slr, Part 2, Title 24 , fabricate ;;rnd install the toilet 8Cc~ssuries in strict aecorda11ce with tlie publis!1ed rccoCTrucnd3tions of the manufacturer of the products se1 ecte.d. 1.03 SUBMITTALS A. At lea~t thirty (30) days after award of ~cntract submit five (5) sets of shop drawings to the Architect for approval. l .04 PRODUCT DP.LIVERY, STORAGE J,ND PROTECTION A. Delivery: Do not deliver accnssories co project until ares~ to receive them are properly finished, Each unit s~oll be individually pack~ged, complete with necessary fasteners and acce~sories. Deliver mnterinls in manufacrurer's original, unopened protective packaging, clearly marked with manufacturer!s name, brand name and catalog parl number. B. Storage; Materials shall be sLored in an enclosure providing proreccion £rem damage and exposure co the elements. C. Handling: Daa,ogcd ar docerioret~d materials shall be renoved and replaced at no cost to the Owner. D. Prot:cc:tion: Prot.cc:t adjacent or adjoining finished surfocas and work from dawage d1:ring installation of work of this section. l. 0'.} GUARANTEE A. All accessories shall be guaranteed for t~o years in accordance vith th€ Specin1 Pkovisions. PART 2 -PRODUCTS 2.01 SC!IEDULE OF ACCESSORIES A. Refer to the schedule for a list of accessories required for this project. The numbers listed correspond Lo catalog numbers of unite manufactured by Bohrick. Units manufactured by ether componics such us Charles Parker, Accessory Specialties, Tubular Specialties, or others may be ucccvt.ed, i( t.hcy are of comporuble qunlily us npproved hy the Architect. All units shall be products of a sing!~ manufacturer. PART 3 -EXECUTION 3.01 INSTALLATION 3.02 A. Installer must examine conditions under which all items to be installed. Notify contractor in writing of condition.s <lc-trirr:tcota1 to the prapet" and' t.irncly completion of the warlt. Do not proc~cd until unsntisactory conditions have been corractcd. B. tnstnll in strict accordnnce with the manufacturer's printed instructions. Install true, plumb, end level, securely nod rig11!ly anchored to substrate with tamper-proof concealed stainless steel f3stcners. C. Protect adjaccnL or adjoining finished surfaces and work from damage during installation of work of this Seel.ion. SCHEDULE OF ACCESSORIES A. B-6237 -1 1/2 inch diameter Luo wall grab bar. B. B-272 Surfncc roo11nted toj.let tissue dispenser. Type 304 18-8 stninlcss steel. DIVISION 15 -MECHANICAL SECTION 15400 -PI.UHBINU PART I -GENERAL 1.01 DESCRIPTION A. Genct·al Conditions: The gent:ral prov.1.sions ot tlie contract, including general conditions nnd generol require~entK, are en i11teoral part of Lhie specification and of ch~ concracr. Their conte 11ts should be carefully ncteJ. B. ReL-itcd Work Specified Else;,,here; Site drainage system, site utilities. C. D;:,:scription of System: Provide all plumbi.ng systems dnd fixtures complete. 1.02 QUALITY ASSURANCE A. Codes and Standards: Provide materials and installa- tion complying with all codes, standards &nd industry recommcndntions of ANSI, ASTM ASSC, AWWA, AWS, CDA. CISPI and UBC. l .03 SUBHITTALS A. Submit s11op Jruwings on all iternu to be provided. PART 2 -PRODUCTS 2.01 Refer to the plumbing plan far pipe and fixtur~ schedule. PART 3 -EXECUTION INSTALLATION: Piping: !~stall all water nnd DWV piping above and bclou ground within building area and outside es indicated. Provide dielectric fittings for dissimilar metals in contact. Install piping in ~ccordance with details nnd notes indicated, ExcavnLing and Backfilling: Excavating and backfilling of pipe trenches shall be as specified in Division 2. Mcesurements: Determine and ec~ablish ~easurements for piping at the job site and accurately cut pipe and tubing lengths accord-ingly. Where possihl~, use full pipe and tubing lengths. Random lengths joined by co11plings will not be accepted. Cleaning: Thoroughly clean interior of all water piping before JOl!u.ng by blowing clear with e1ther nteam or compressed air, except do not use steam for plastic lines. Maintain cleanli:1ess of piping throughout installation~ Provide caps or plugs on ends of cleaned piping as necessary to maintain cleanliness. Locating: Piping layout as shown is diagranvnatic indicating only the general ,n·cangement which th* piping installation nha.11 follow, Locate piping so as to avoid interference with building structural members, equipment, and building openings, and so that access :is p:r::ovided for operation, service, discon:1ection 1 removal, und replacement of valves, fixtures, and equipment~ Within building, conceal .:111 piping in \.lal J s ao.d above cci li.rig except where specifically indicated to remain exposed. Provide separate trenches for water and Ge\al<'ct: lines and do not cross-coimect or interconnect wut.er and sewer.:-----piping. H<1nge-t"s and Sup~orts: Provide hangers and supports for r.t.cel and copper piping 1.r1 accor·darice with requirements .Jod recommendations of HSS SP-69 but comply with spacing requi n·rnents of, 'Table I below, Poe aboveground hcb-ar.d--spigot cast-iron soil pipe, support piping at $ feet maximum center and at every joint. Install hangers and supports so t.hat thermal expansion and contraction of piping wi 11 occur in the directions de.sired and so a.s to permit adjustment after installation while supporting the 1oad. Use wall brackets for supporting piping adjacent to walls or other vertical surfaces. Use bolted steel clamps for supporting veJ:"tical lines. Place supports as near as possible to concentrat.ed loads and, when practicable, immediately adjacent to changes in direction. Support horizontal piping so as to maintain. alignment, prevept grade ::ever:.sals, and prevent sagging in excess of 0,1 inch~ DIAMETER INCHES 1/2 3/4 1 1-1/2 2 TABLE I -MAXIMUM SPAN FOR PIPE STD. WT. STEEL PIPE 40 S 5'-0" 5'-9~ 6 1 -6"' 7 1 -6" 8 1 -6"' COPPER TUBE TYPE K 3 1 -9" 4; -3" 5 1 -0" 5'-9" 6 • -6'" COPPER TUBE TYI'E L 3'-6" 4 I -3" 4 '-9" 5 1 -6" 6 1 -6" soldered and Brazed Joints: Braze all joints 0r1 bucied copper lines foe which flared fittings are not used. Solder ot braze aboveg~ound copper lines. Cut tubing ends square and remove all fins and burrs, do not use dented ar otherwise damaged tubing. Clean outside of tubing ends and £ecessed area in$ide of fittings by burnishing until a,11 dirt, oxide and other foreign substances are removed. Use either fine crocus cloth or a wire fitting brush rnade especially for this type of work. Apply a light coating of flux to burnished tubing and fitting joint surfaces, then insert tubing to full depth of fitting ana braze or solder, as applicable~ Maintain joint bcazing or soldering temperature until brazing alloy or solder metal has penetrated full depth of fittings and has expelled all flux~ Before making joints to valves, remove stems and washers~ Threaded Joints: Use pipe with factory-cut pipe threads "1here possible, otherwise cut pipe ends squarer remove fins and burrs, and cut taper pipe thread5 per ANSI B2*1~ Threads shall be ::,mooth, clean, and full cut~ Apply threaa tape to male threads only. work piping into place without springing or forcing and engage threads GO that not moce than t.hre,~ threads remain exposed. Backing off to permit alignment. of threaded joints will not be pe.rn:ilted. Flared Pitting Joints: Perform flaring op(;ration in accordance with flaring tool manufactucer's instructions~ no not remove cutting tool lip on tubing unless instructed otherwise by taol manufactureL Assemble the joint by engaging fitting threads using t.;.;o wrenches, tighten as necessar:y-to ensure water-tight joir.ts at a pressure of 100 psig. Hub-and-Spitiot C<aulkcd and Leaded Joints: Place gasket material wittun hub a.round spigot. So that at least 1 inch of depth remains within the hub for leading and so that gasket materiai does not project into the bare of the finished joint. Use braided or twisted hemp or oakum of the best cor:unercial grade for sanit.Zt:cy DWV pipinq gasket material. After gasket material is in place, the joint shall be cleaned and the remaining Gpace filled at one pouring with lead. Use lead of at least 99.7 perct:nt purity. Calk the lead so as to assure a tight joint without overstraining the icon of the hub, and so that after calking the lead is practically flush witl1 the face of the hub. Pipe with cr;:scked hubs shall be replaced~ Hubless Joints: Install clamp nsscmblies with bolts alternately and incrementally tightened to manufacturer'G recommended torque~ Use a single set-point torgue wr.:enc:h manufactured specifically for this purpose.. The use of screwdrivers or other types of wrenches will not be permitted. Aft.er a period of at least 24 hours, re-torque each bolt~ !lJLions and Fittings_: Use unions to provide for disconnection of valves~ fixtures and equipment for: which a means of disconnection is not otherwise provided~ Provide dielect.ric fittings for all copper-to-ferrous metal piping and equipment connections. Provide .reducing fittings for all changes in pipe size. Bushings will not be accepted~ Use fitting:s for all changes in direction of pipin9~ Valves: Provide valves at the locations indicated and a5 follows: (l) Water main shut-off valve. (2) Valve with hose connection on downstream side of the main shut-off valve~ (3) Shut-off valve on each supply to each fixture and equipment item not provided with control !>top or other auxiliary shut-off valve~ Install shut-off valves so that. stews either are vertical with handwhe-els or operators on Lop or are horizontal and so that valves are easily accessible for operation, service, removal and teplacemenL Water Ha1T'Jner Arre!'lte:rs: Install water hn.rnmer arresters where indicated in horizontal water lines with the arcester located on the top side of the line~ Clear.outs; Install cleanauts at all pt.ping and where indicated. Within cleanouts shall not exceed 50 feet for feet for larger sizes. Cleanouts shall chan3es in direction building, distances pipe up to 4 inches be full line size~ of Dh'V between and 100 Sleeves: Provide sleeves fot all pipe and tubing pas~ing through floor.:s, rqofs, walls, and partitions of either concrete or masonry construction, except that sleeves are not requited for flooc slabs on grade. After piping has been installea, pack oakum into the space around the pipe or tubing within the sleeve and seal both ends ~ith insulating cement. Flashing; Provide flashing fo~ all pipe and tubing extending through the roof~ Extend the base flashing at least 8 inches in all directions from the pipe and turn the cap flashing down into the pipe. Counter flashing shall not restrict the internal cross-sectional area of the pipe. flashing shall be installed so as to be watertighL6 Escutcheons: Provide escutcheons for all uninsulated pipe und tubing passing through floors, walls and ceilings. Drainaae: Provide for drainage of all horizontal piping by installing with a pitch. Pitch uater lines down toward the nearest shut-off valve or fixtur:e. Pitch DWV lines at least l/4-inch per foot where possible, otherwise not less than 1/8-inch per foot. Pitch vent lines dawn t.oward drnin lines. Use l/8 oc 1/16 bends or combination Y and 1/8 bends foe drain and waste lines. Grade buried drain and waste lines carefully and Slipport firrnly at the corrc~ct elevation and grade; adjust. adjacent lengths of pipe: \.Jith reterence to each ctl,cr. Blocking, or wedging between hub and spigot wil! not be per.milted. Ver.ts: unless otherwise indicated, provide individual vents for each fixture~ Form Banitary piping into circuit--or loop -vents with no dead ends or inverted siphons~ Connect circuit or loop vent lines at a height of at least 12 inches above the fixtures served. Where practicable, inte:cormect vent lines within the building and extend through the roof as one pipe. Locate stacks and vents in out-of-the-way and unimportant places with continuous ur.broken n:ns. Plumbing Fixture$: Install fixtures where indicated with types of mounting indicated or hereinbefore specified. Rigidly support wull-llung fixtures by rnear.s of metal supporting members so that no stress is transmitted to the connections. Use chromium-plated brass bolts, nuts and washers where exposedr otherwise use brass or bronze bolts, nuts and washers. Dse new one-piece specially molded gaskets for: connections between eai:thenvare fixtures and soil pipe flanges~ Connections shall be made gas-tight und water-tight.. Use ot bulk material, including putty and plastics, for: gaskets will not be permitted. All fixtures not specified to be provided with' integrill traps shall be provided with separate traps having cleanrmts. Do not install fixtures until DWV piping has been subjected to the water test Gpecified hereinafter under "'Field '.inspections and Tests.• Plumbino Fi:xtnres far Physicully Handica_£Eed: ANSI All 7 .1. Mount water-closet bowl with top rim at 14-172 to 15 inches height from floor and install aual-seat device so that seat surf~ce shall have maximum 17-1/2 inch heightv Install urinal with rim of basin at 19-inch height~ Install lavatories w-ith knee-action valves at height of 37 inches above fini!:lhcd floor. Cover exposed water ana drain pipes beneath the lavatories with minimum 1/2-inch unicellular-insula.tion~ Standard of Workmanshio: Complete plumbing plumbing fixtures and obtain Governmentis before starting-work on remaining fixtul."es~ plll!abing in sample unit to establish quality plumbing for the entire project. in one of each type of approval of such work Identify the approved workmanship for similar Plumbi no Equipment: Plumbing equipment, including refrigerated drinking fountains and water heater::s shall be installed in accordance with the details and notes indicated and the r:ecomrr.endation.s an<l printed instruction::. of the mnnufacturer for: each item~ Electrical connections to equipment and controls shall be ii) accordance with Division 16. Provide individual discharge piping for: water heater.: relief valve~ Unless othecwise indicated, dischacge piping shall extend down to within 12 inches but not ncacer than 6-inches from the floor~ Disinfecting of Potable Water Pipino: Upon completion of: installation of p1p1ng, fixtures and equipment which will carry P';'table water, these systems and any affected portions of existing lines Ghall be flushed and disinfected in accordance with AWWh C60L Fill piping systems with solution containing minimum of 50 P';'-Lts pei;-million ot chlodne and allow solution to stand tar minimum of 24. hotu:s~ Application of chlorine chall be by the continuous-feed method, except as approved otherwise for specific SEgments of the systems~ After required retention period, flush solution from systems with clean water until maximum residual chlorine content is not greater than 0~2 part.s per million. water sampleg shall be collcctca and tested for bacterial content pursuant to AWWA C601. These tests a:;hall be accomplished and the res-ilts tef)orted by a bacteriological laboratory acceptable to the Contracting Officer. Warning signs shall be .a:Efixe<l to all outlets stat.in.a that water is unfit and not to be used fer human consumption. Tb~se' signs shall remain until disinfection is complete. FIELD INSPECTION AND TESTS: Tests: All equipment and apparatu::. required for: performing tests shall be provided by the Contractor~ All defects disclosed by the tests shall be corrected and the tests repeated. All testino shall be conducted in the presence of the Owner's representative. - Water Piping Test: Test all new water piping £or: leakage using water at a pressure of at least 100 psig. Prior to application of the test pressure, install a calibrated test. pressure gage in the system to indicate any loss in pressure occurring du:cina the test. Apply and maintain the test pressure of 100 psig for l h~ur, during wh~ch _time there shall be no evidence of leakage as detected by a reauction in test pre!!sure~ Should a reduction occur, leaks shall be located, repaired, and the test repeated. Sanitary and DWV Piping Tests: Comply With lAPMO Uniform Plumbing Code. Test Sanitary and DW pipino-for leakage by either of the following methods: - a. -Water Test: Ap~ly water test to the drainage syster.i. either in its entirety or 1n sections after rough piping has been installed. If applied to the entire systemr all openings in the piping except the highest opening shall be tightly closed and the system filled with water to point. of over-flow. If the system is test.ea in sections, each opening shall be tightly plugged, except the highest opening of the section under testr and each section shall be filled with water, but no section shall be tested with less than a 10-foot head of water~ rn testing successive sections, at least the upper 10 feet of the next preceding section shall be tested so that no joint or pipe in the building {except the uppermost 10 feet of the system) shall hove been ~ubjected to a te~t of less than a 10-fool head of ,...at.er~ The water shall be kept in the system o, in the portion under test for at least 15 minutes before inspection starts; the system shall then be ·tight at. all points. No leakage from any part of the system will he acceptable. b. i'dr Test: The air test 5hnll be rnade by attaching a compressed air source to any suitable opening and, after closing all other inlets and outlets to the system, forcing air into the system until there is a uniform gage presst1re of 5 pounds per square inch or sufficient to balance a column of mercury 10 inches in height. Hold this pressure without introduction of additional air foe a period of at least 15 minutes. Within this minimum 15-minute test, no loss of pressure will be acceptable. Storm Drainaqe Pipino 'I'e$t: Te.:>t storm drainage piping for leakage by means OT''fhe war.er test specified for sanitary and DHV piping. Plumbing .. Eouiproe:nt Operational Tests: Refrigerated drinking fountains and water heaters shall be subjected to operational tests to demonstrate proper installation as evidenced by satisfactory operation. Operation of-each-unit shall be in accordance with the manufacturer I s printed instructions unde.r in-service conditions. During oper.:ation, inspect each unit for proper response to controls r proper cooling tor refrigerated drinking fountainsr proper heating for water heaters and excessive or otherwise undue noise and vibration foe refrigerated drinking fountains. Should any unit, control or component be determined to be inoperative, operatin9 unsatisfactocil:y, or otherwise Defective, the item .shall be either repaired or replilCed as directed by the Ownei:1 s rcpcesentacive and the test repeated. TeGt !?Criod for each unit shall be 4 continuous hours minimum~ In~~ction: Inspection shall continue during installation and te.sting. The right 1.s reserved to inspect ,1ny equipment at the manufacturer 1 s facility during or afte:c manufacture and to require reasonable witness te~ts before shipment. A final inspection of mater:ials and equipment shall be performed prior to installation to determine conformity to the type, cla:;s, gc.:i.<le~ size, capacity, and other characteristics specified herein o:c indicated. Rejected materials and equipment shall be replaced. P.uhless cast-Iron Pipe Joint Inspection: Inspect at least 10 percent of all joint assemblies fer compliance ,,,.ith the torque requirements. If any of ~he joints inspected fail to meet torque requirements, inspect an joi.nts. DIVISION 16 -ELECTRICAL GENERAL O:mtractor shed! provide al! labor, materials, ,rnd equipment to fumish Md ln-stal I -all electrlcal hookups and f!>:Turos for an operable e!ectrlcal system eis fn:dlcated on the drawings and specl fled herein. Cootroctor sha ! I procure a I l p6ntdts end licenses, pay al I charges and f.aes, and give al I not!cos necessary and Incident to the due and lawful prosecution of the WOf"k~ t::r;.o'!"ractor-sha I I make app I f cat Ion tor ia I actr t ca I serv Ice from Southern Ca I I tern fa Edlson and vedty the location, pos1ttonfng and constructton methods for-electrt- cal oqulpmi,nt lnstai lat!cn prfor to commemcfng construction~ EquJpmer.t and mater!als shal I be; new, comply Ing 'S{th the, reQu!remtJnt:s of the governing codo, serving ut! l lty 1 lnstJtute of Electrical and Efectronlcs Englnaer-s, National Electrfcal MMufac'turer1s Association, and be approved ~nd fdentltl&d by the Underwrite,.1s LaboratoryJ Inc. (U.L~l. • Moter-lals and workmanship shal I contC\"'m to thei requfrements of the latest !"ld!tlor. of the Natfondl Ele<:trfcal Codti; Netlonal Lffo Safety Ccd!'I; C-aJ Jfo,-n!a Adrr.ln!s.tr~- tlve-i (.~de, T'!tle a. Subct1eJpter ~. Eleocfrlcat Safety Ordors.: Rules fer Overhe.ad £1octr1cal L!ne Constructlon, General Order No6 95 of tho Public Utflltles O:xnmlsslon; Standards ot the American Soclo'!"y tor Tesr!ng and Materials; Ame,rfca11 Na-:"looal STandards lnstttute; ano appl lc.::ib!e !ocai Or"dlnances. A copy of al I app!!cab!e codes she! I be av.:d lab lo at the pr-ojoct s!ta. INTnn OF DRAWINGS AND SPEC! FIO'ITlONS The drawings and sp~lf!caT!ons. arte !ntanded To cover-a complete instal latfon. Thtt 011!sslon of expr-ossed reference to any Item of labor-or mator!a l for the pr"oper execu-tlon nf the work In accof"dance w!th present practice at The trade sha.l I not rel lave the Contractor-frcw providing such labor and mater-i.;1is. Diagrams and symbols shmdng efoc:frlca! conri~ctrons ar-e dlagni,i-ima7!c.. w!rlng d I agrarns do not necessaP' ! I y sho'oi the-ex:act phys ice I arrangament of the equ ! pment~ l f the-r-e are omlsstons or conf I lets befl!i!oon the drawtngs and spioc! tlcatfoos or app I ic.5ble codes, Contractor stud I not! fy the Engineer-In wdting prfor to subnit- tlng his bfd.. St--t()? DRAWINGS AND MATERIAL LIST Wit!1ln fifteen 05) calendar days after-awai'"d of contract and at least thfrty (30l calendar days pr-for to tnstal lation the Cootractor shc1I I sut:rnlt four (4) coples of shop drawlngs and material IJst, includtng but not l!mlted to poles, f!xttJ,..es, mounting hardware, p21r1tds, meter-and fittings, to the Englneor. Orie (1) copy •,d 11 t>e retum..,d to the Cont'r-octcr~ SUBSTITUTJON REQUIREMENTS El ectri ca I aqu I prnent se I ected has be-en spec If fed base-d on qua I 1 ty and performance required. Reques7s for substitutions shal I be made tn writing to tho -Engtneer-prior ta bid sutrnltta I and sh.a I I be acccmpanled by cat-a log cutsp perto..-mance daitei or the spocl- tled pf'oduct, substituted product. and a cost savings amount. The: Engineer resarves the r-Jght, et -:--ne Contractor's expense, to have the- Contr-actor fumlsh a sample ot thi, specltled product and substitution product~ These !toois shai I be del lvered to the Engineer's ottfce, at a convonfont t!ma, and MCh product e I ectr l cal I y w ! f"<'"Jd tor dernonstrat l on .. APPROVED PUBLIC WORKS DIRECTOR R.E.NO DAT" DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CHANNEL PLACE PARK RESTROOM CONDUIT Conduit and conduit fittings shed l be galvanlzed, conformfng to standal"ds of rfgid s-:-~I coo(luft as sp~lf!ed by Ufld{<f'w,.-Jters laborotor-y Jnc., and shai I beal" thb lJ.le lat>eii on MCh iongth. lnterlor-of r.:ondult shal I be 4f11c o,.. anamel. !:xter!or of conduit Sha! f b~ zinc coated. Rlgld conduit' sh"! I be at the size as lndfcated on fhe dr"i:!lwlngs and used when lnstal led In o ... under c:oncrt"<":°e or roadways, In mason!'"y wa ! !s, or exposod on buf ldlngs~ ~No reducing t!tt!ngs <n! I! be permitted.. The ond~ ot the conduits sha i I be troe ot bur-P-s Mld rough <!rdges. Maldmum t;e1Hl of anv conduit shal I M 900 and the minimum ,.,'Jdlus ot a foctOf"y bend shed! bo 1"-.i-e-1 VO (12) focho5~ Tl"'~in i:onduct«s nootiy In panelsi cabinets, mid equlpml"lnt. Retfghten pressure type, lugs 011 panels end equlDf!lent bfter-!o<!d has bee;n app!Jed. All branch clr-'cults shal I ba lett tagged fn the panelbo,•u•·os, Jn al I gutter-s and a! ( junct"fon boxes wtiere used circuits tl'ld'"mlnate to,-the purpose ot Identifying the var-lcus cfrcu!ts~ Fe<"Jders and mains sha:11 be with adhesive type mzr-kor-, Br-ady, or zip-- proved oqua I .. 1nstatl a yellow po!yvlnyt rope pull wlro, 200 pound test, fnall ernpty conduits. Tag each end showing origin ~nd termln~tlon. GUARANTEE c,----------------------~--------------------------------------~ -------------------------------------------~------------------------------------------------------------~~---------------------------------------------c-~-~-----------, A ! ! threads snei i··j --be treated" '!'I lth-·approv·ed""'J ol nr···cropcurn.:i""'"betore···-·t ·1 ttf ngs···i'.ir-O""'""""-····-·----· ···-·co11tractor-·sha'!"I ···-gfo:if'"arifi.ie"'··3···n"·-rnaterTaTS-and ""C"iiUrpmon+·""f()r-·o;:.;;,···-ni"··y·.;;·;:·-f rO~ thl'.:l placed Ha·Jr-eoo. da'te of zicceptance cf i"he work. Shot.lid any "tl'"'ouble devedop u!th?n the time spec:Jfl!'jcl due to Inferior-or faulty n.aterlals or workmanship, the Cont.r~ctor she! I be r-espons!bl e for costs lneurred due to repolr or r-epiaccment~ !:nds of rfgld steel conduit shall be prope,-!y coupled. Running thr'eads, thr-oad- 1 es s connectors or ihrf'lad I eiss coup l l ng s w f l [ not be p~rm l t-:"e-d~ R?qld conrJtJ!t ln con"tc:ct .,,,Jth earth sho I I be, <nr-apped with Hunts Wr-.Jp PP"ocess #3, or approved equa !. Underground conduit sna! I be PVC Sciloduia 80 !nstal led wt-:-n a th,.ee--!.)) fnch recJ mddo ccncr!'l-te capo Tre,nch depth sha f I ba ei minimum ot thirty-six (36) lnct:e$. lnstal I ¢ co0e 5f:zed Insulated conductor (green) groun(J wlr" In condu!T fer conti-nuity ot oqufpmM"t gr>ound~ Whor-e lris-ri:'.11 led ~low slabs or-t>olow gr>dde, conduits ~ha! l ba separ-ah:•<J by a mlnlmUT1 of tti,-ee OJ Inches behoen ldon~fctJ! systems ,md 7-.refve (12) !riches betw'!!en po.er or telephone s.ys--:'oms. All efbow-s .Jnd risers stu.1 I I o~ rig! d ga i "'<Hi l zed s'fee ! or-PVC Schedu I e 801 ha It-I .:ipped, wr-ap;,od w Ith Hunts Wrap Process .¥ 3, or approved ec:ua I~ Fl oxlbl<!!! me-t-a! conduii sha Ii bo ! lquid-tlght with U.l. label and may 00 used where pennlt75d by code. fitting~ shal I ~ trJakeu anJ "squeeze" type~ Seal tight fle.x- !t.de conduit shal I ba ust'Jd fa,-all tlnai connoctfons where drawings lndlcaf;!i tlexlble conduit. CDNDU CT CR S Copper wire sha I I corifCf"m to the app I tcab ! e pn-'""tfons of ASTM B-.3 and 8-8~ Wire· sJzes sha ! I be based on Ame-rfcan Wlf'o Guage (AM?),. Conductc,r-s shlll ! be ~ol fd copper, m!r,Jmt.rn #12 AWG; unless o'fhef'""wlse on draw!ngso Conductors IB AWG and f arger sha 11 wiP""• Type of wire sho 11 be as fol tows: spec? fl ca I i y noted be stranded copper Type TuWN, 600 volt lnsu!at!on shal I be used to; wet or' damp locations,. Typo THHN, 600 volt lnso!atlcn shall bo used for dFy locat!ons~ i Low voltage: control il"lf" conductors for the irr!gation system shall be Type UF, sized Jn accordance 1111th the control li,r equipment manufacturer1s recor.-rnendatlons and sMI l be UJ..~ approved for dtr-ect buda! lnstal latlon as specit1ed In the !rrfg~tloo Section~ Q)finector aid, 8urndy Pentrox A., 1¥}-QX-!U, Grade 11A11• or appr-oved equo!, shal f be used fer-a 11 termlnatlons and connectJo,-,s .. Pul I boxes, covers and oxten.slons shall be preicast irelntorced concrete or plastic:. P!ast!c mater-ta! s;J;,,( l be flre resfs-tat"Jt ~nd sha-1 ! not burn at a rate greater thM t-hr-es-tenths (0*_3) inch per mfnute per one-tenth (0.,1) Inch of thlckness when 'testod 1n accor-dance "41th ASTM D-635. Mat\!l'r-!a!s sha! f t>a dense and free at vofds or pcrositye Extensions stial I be of the same meteda! as the pul ! !)ox., JUNCTtON OOXES ANO OUTLETS JunC"t"!on b-o:.:i,s l'.lnd owt-lets used fn concealed work, except masonry, shol I be go!va- nJzed or st,erardfzed ono-(l) pfectli, pressed s-i-,u:d ~ Knockout type, sized jn occortlance with the code tor the numbo, .. ot conductors or-the numbeiF and slzo of conduits enarlng the box, but shed I not be less than four (4) Inches squar-ei and Ofle arid one-hl'I If (I 1/2) Inches deep~ P faster r-!ngs :shal I be provldod for a 11 t 1-usn mounted txix~s.. Junctlo.1 boxos and outlets used outside of buf /ding, on f"'oof, or tn ltmdscape.d lW&as sha I I ta, cast a I UTJtnum as manufactur&d by CouP'se-Hinds. type "FS'1, or-ap- provetd equa I, wlth conduit' hubs as requfr-ed. PANEL/1-f:'.TF.R P-anal/rnater shat I be as specified In tho detai Is on the drai,dngs_ Provfde a type- written directory mounted Inside the doo.r fn a meta I frame which sha It cl early ; ldentffy each eJrcuft as to use, and locotlon~ Clrcult numbm•s shal I be stamped into deat.lfr-ont adjacl'lnt to each clrcuft breakere Provide-engraved screw---on namop- i I ates on p.einel trim lnd!cattng paned designation. Extedor ot onc!osun, shal I be 1 painted with t.,-o (2) coats at rust raslstant dark gr-t'HHl enamel paint"., FIXTURES AND UI.WS Ught!ng fixtures and lamps sha! I be as specltled tn the deta! Is 011 tho drawings. INSTALLATION Pr-ovlde ill I moun~Jng taclllt!os roaulrad for-properly securing or hanging tfrlures~ equipment and outlets. Verify ser-vlce iocat!ons aM conform to tha requfre:ments of the power-and tedi,i::r- hone companlei:; and pay al I ser-vlca and e>:'cess cable cl-larges~ Provide o! I t-r-ench!ng, ducts and vaults as needed,. Provlde Junc::tfon or pui I boxes for pul I Jng conductors, where requ-Irod duo to excessive number of bends or on long runs, at Intervals of one-hundred {1001 feet~ Bury undiwgrouna conduit to a depth of not fess than: thirty-six {36) Inches bcdow t!rdsh grade,. irrigation control 1,dr-lng shal I be lnstai led as spoclf!ed Jn Sectloo 22, Irrigation. Pr-ov!de expansion coup I lngs where conduits cross cxpansion Joints or tor conti- nuous runs ln excess of ono-hundred {JOO) feot except when embedded fn concrete.. For-runs In el-icess of one-hundred 000). fnsta 11 long radius bends [nine-(9) times the diameter ·of conduit! in underground service conduits. Cut end paich concr"'fe as l"'eq1.1irod for proper-!nsta ! lt1tfon of e lectrica I work., Al I pntcnlng shal I match the 5urroundlng wc,rk,. Ground eil I equlpment and s,wvlcos lri accordance wfth eppi!cable codes-and as Indicated on the draw-lngs.. Conductor"s shal i be continuous betw-e-en outlets or-Junction boxes and no splfces shal ! be made except !n cutlet boxes, po! l boxes, panolboard gutters or handho!es. A 1 ! Jo I nts, sp i l ces and taps .#'i O and sma ! E er (Inc I ud l ng ft xture pi gte;J Is} she I I be cor.nec--rod with 11ldec1P1 ·,dng nuts or Scotch-Lok Connector Seal fng Packs #8, or- approved equa I.. No.. 8 and ! a,..gel" sh~ I I bo connected with sc ! der I ess connector or- H;Q% eiectr-olytlc copper~ 011 or greasi, shal I not be US15d wtion pul I Ing conductors., Ll5e oniy eipproved cable lubr"lconts~ IN SP E CT 1 ON ~ ~ Adjus"'table I [ghtlng flx·~ures shed l be aimed after d<H"k fn the pr-esence of, and at o time conven!~ni tc, the Engfnoer,. BAO--:Flll/HG B.:~cktl I I fng sha I I be In accord~nce wfth Soctlan 10, Earthwor"~ DIVISION 11 -EQUIPMENT Not Used DIVISION 12 -FURNISHINGS Not Used DIVISION 13 -SPECIAL CONSTRUCTION Not Used DIVISION 14 -CONVEYING SYSTEMS Not Used DATE BY DESCRIPTION APP"D. REVISIONS ... "". APPROVED PUBLIC WORKS DIRECTOR R.E. NO, ____ _ DAT" DESIGNED DRAWN CHECKED DATE CHANNEL PLACE PARK RESTROOM CITY Of NEVJPORT BEACH PUBLIC WORKS DEPARTMENT ~-,;ii:a.,•-~ !f3 ) ,I">-,. • __ I ® u -0 ·> -6i'l e., -= ~ a~ -!~ r:.!;J .. ~~ I I PALM TREES FOR, Fii'.:AL l-OCATiCN GRADING NOTE: WHERE TOP OF WALL ELEVATIONS ARE NOT DESIGNATED, REFER TO CONSTRUC- T ION DETAILS FOR RELATIVE GRADE RELATIONSHIPS, TOPS OF WALLS TO FOLLOW GRADE UNLESS OTHERWISE NOTED. DEMOLITION NOTE )- UJ _J _J <( THE CONTRACTOR SHALL DEMOLISH ANO REMOVE FROM THE SITE APPROXIMATELY 210 l,F. Of 3'-6" vJIDE CONCRETE SIOEl-JALK AND APP!<OXIMATEL Y 170 LF. OF VARIED HEIGHT CHAIN LINK FENCING l.OCATED. JMMED!ATELY ADJACENT TO THE PARK ON THE rmrnH SIDE OF CIIANNEl. PLACE. \f 0 _J !fl ll \j I - I I; OP REF: DWG. #B-5122-·S (\ (il n: r i- [ ~-}-r cmm~~~~ '.§iQ'lQ} $A\~Mli~I¥ !,!.\'IAl'Jfil\!1¥ !;'°;1Ql~@f:!VA\ IQJ~b !MVl_,f~l ©'.i.'lhl~,!JVA\ ~~~ (17iii1lil©.'\4!'!.;ll!TT11 ; ---- !"I '1:i I Ii " ,·. ii ':L. :1 l! [1, .·•,s DATE I BY • ·--····· ,:~~ -~. ~' ,, ''\,, I ! ~...P;A ' CONCRETE 8/.-.0C,'s'.'.:. S~AT ~ALL 1&"~,J. CON7ROL. -JOif--,_;T TYPiCAl- E::XP~~~J5:0N ... JOIN~ i'Y?1C-A.L.- 8,4.R5=QU;:::, UNIT /2 ' -',.::.A,\..,. 1---.) 5EE 6PE=C5 ' '~-- "'.=:~ ~-'¾, /..,,._ ' ~" FP.E=CAST c.-aNCR2T~ TASi-2 i ,:;:;. .:=A , ) ,,_ '·' B ENC:-+= 5 /4 E,.c\ \-5~---;'2'PEC5 ,, ' ' ' ' ,\,"'-PRf:::C.AST <'.'.::'C l"'-.!C-K :=TE:. E30LL . .6..RD --------~ -------· .. ' -3,-----··jcr ~ l3 !O_,-. /f4:9 :-----·-·--·--,f:., A. ~ EA, ---· ( "'~-, 'N '9 "¢' ·x· 16' CO,"!C, 't:.:'.~"~N,,..··-SELOY'-.! PAVINCi~TYR ,_,:ir-, , d I . 1 '!' '-1 / SEE 5~ECB, =·--i ----~:::::i ,-.. ~!'~F ~( ,. ' EXl!c'Ti NC, C ON._i_ RO LLE~ ENC LOSU Fe E t ::r 1,; R t:.. !"'l O \/ ~ i: f".. EPL_;'\C E ·SE E I r-:: R I •' ,S ' I ON p LA r...i :f_;• ~ ' (...; ' ' :/ /, FX!£:,':-iNC PAL.M TR;:;:,,E. -TYF, -·~-----·-----·--···---·----· --------·-.. '-·-.. ··-..... -----·-·· --------------· --··------·---·--· •:,{: [.;:'J ,, ,. e -. --·. ,, --.·,, ·, ·,, ...... ~·!i. t "'-"• \\1 ( \S,!-, "·'"t..{1,, ;<i\ ' ~-r, n ::,~:,,. ,;, : . !0 . ,. ', ... . ,_, I,;' -4, ' ,, ·,-. 1n_r r .... \ ' "':'~ -~ ' . ' " ' ·:, '. ••. I, ".,, ,,_ "•''""' -----" -.... ----- --'=;-i' EX i'2:i"i I 1'-,J~ <;Sli:)~y..J.,.,.~:_,K r=· ___ ,, __ ........ ---·-----·--·-- ____ ] . '-----, SCALE i/i6"=1'-ci~ I APPROVED ---CHANNEL PLACE PARK . -... ...... RENOVATION ---· ---· ----------··-· ----···-PUBLIC WORKS !)!RECTOR RE. NO ........ " .. --··--· GRADING & STAKING PLAN L'ATf --. . ---·-.... ----Df.S!GNED DRA\NN L-1 IJ,:l"fSQWr DEACM 0-ESCRlPT!ON APP'D. CITY 0 1': -,._ ........ ' t.::.:1.-J~ ~i~ --------· ..... ----CHEO<EO DATE: REVISIONS ! PUBL!C WORl<S DEPARTMENT I SHF:ET -1 C-F 9 . I - i I p.:...5130-s ®il -· \;() .•· @/ a 6.i; i j ,, I I i ! ' I 1 ' 4 ·.--------------------S¼Z.1 GJ iAJALK'S .------------------1=XPAN510N -.JOINT -5E:E:' 5TA1<1Nc::j PLAN FOR LOCATION 4 5P!=G5, CONTRC>L.. ..JOINT-S:3E: STAKINC, F'-AN . FO R L O::::,,A. 11 :::::>NS "f S P i=;C.S. --------~A::::,I U5 E:;:::,,:::;ea ,i., . 1~ t--.'if~:~·-~•~,'~:·:···.,:qijf ~-;,1---:...,.,..\-:,;.·,-_;-: . .,.·~.c,-.•~.;::·,~ l =~::::=~1"H Fe=INF. 6AR oow~• ·+-. -I I "<i:O•;;; ~-@ :11-0 11,::,,c, l,•,i/"'" Lt-.1,:::;, sr..::::>c;, PAF'~R ": ,,-· · · • -S!...:=i:VE' ON ONE EN:::, @ S=:,.J, "f IN 1 ,:;F<;!- 1, c,,'' L s1=c:..-1or--s ~..,_L-..,.,::, ,t sw1L-:::::>1N"'i 1 •r " SECTION CONCRETE PAVING · CONDITION 'B' (at River Ave. street end onlv) ' 'oo" • .. •, , ••. ·:~: ·--ce· : • ~ :q;· •• D1 '0;;_a_ .·, -~~,-··. +---#-1 F'i=-IHF. b~ 1-/0F',IZ.. -"NF- l:',' • , I • -6· • If-----1:z.11 Cei@l--lAL-Ls 1-:t! 1-1. f";;,HAl-1-i=F-..) ~lL...,-~ ~~:-.-~ ~ l l "-; _______ C-PHPACT!='.P -S.U!:='CiF'-.AD~ " ;Vt:: ( e,1~WAL-i-S !X: ,-j, ~-S.HAl.-l.SP.,.} CONDITION 'A' '1 • CONCRETE BLOCK WALL REF: DWG. #B-5122-S N.T,S, 2 N.T,S, 5 ..J OIN-r" MA"'.""5' i.:: lA'-'5. O 6Y l<OL-O-SEAI-co;;.: F(vo :) -465-732 5 I , S1/:z."-r1-H,::, COhJC,-EXF? Jt,/r:-K.S·7&-3c(;,." oAL..L. ..;N,:; MAT'L-SMALL S:=F.;F<:ATION!S o IN"!$TAL.L .JNT. MAT!.. ~/1RIGji,:::, ~p:1= R i;,591 f<:e'M OV!'= ,:::A;:::, PR IO<ia TO FI NAL. F=I N IS ;-J ·.---'----------------------S¼Z.1 (21,<JAi..i.:'5 ,-------------------l=cXPAN510 N .JOINT -eel::" 5TAl<INC, PLAN FOR LOCATION 4 5Pl=C5, e-<:::>NTRoL. ...JOINT-T:JO LED-5 EE STi-'• Kl N q F'-AN FOR i...O::::,,A.i"IONS 4' SPE=C:S. '";.<.:?,.·1~~g=1 --•' '. ' ,·;..•""'/ •. '·,-, .Q.'--,oi:.,·.-·.··.c·1 .-0:· • ·., ·; L!::J -.·-.ue·~· .. ·,\>-< :/ ' l ~4 '.1412' I...N"i, 5M=TH RE:INF. SAR :::::>,::>l--JS!,.. @ 31-olla,c. i--,i/w11 L.t-.1,::;, B' 4 . PAP/ER s1..::i='VE ,::;,N ONE: != N::;:, @ :;; , -.I. "f I N1"'5::;;i1: - sec..-101--.s ~,.,,1.-..,.,:;. ,t su11.-:;:,1N"'i • • -r 1 1N.oi; ·~-....,, ---.. '. -··· I . "'I<-· ' wu L .. r-:: SECTION EXPANSION/CONTROL JOINT .. ·,q :<1 0, . ,' ' ' ' 0 o.''· ·" ,·----Ii .,. . ' -. . • REVEAL@ CAP ! 0, -" ~ l-·, 5s!_ ·--- GON0• WAL..L.. p.,.;..,p1 W ":;> !:=DC.,!= -,YP. r,!=VE,;AI--'=si;:' ~l-"'Ll® ~~-------~F~ sLI~F:-~ ii -.r,---------,JL-----------'-1?.d-'1 ,_, N,T.S. CONCRETE BLOCK SEAT WALL N.T.S. IYG,~ @,Kl)~ 3 6 , l ~-----R-"-01Ue eo::.Jf=!- ·o~·Lo, ,~4:.:~"o '. <·, L.1:·~f]" i=1Nl<c>H c=jP,,AOES- -oc.-• •o Q • . .,.:. :::;-,;. :~o·:?~:C,_.·.:o:~::·P: ~ 'l,S) N O'l!;;S I SECTION<? MOWSTR!P /, p;:zov1DE E:XF.' JN"T." @ ,zo'-0 11 o,c, t,,i;<>,,X. o;.;: AS SHO kl N .::::>N S'TAK I I-JC, PI-AN 2.F'~OVIPE 1.::?0LE:P .JNT,' C& 5 1-0 11 .:::.c::, !"',AX, 0~ AS SHOinJN ON STAKIN9 PL.AN 5, SEE Sc:>11...$ RPT. 'f CIVIL. DIAJc:::;S. FOF<;' SASE f SU69~ADE= TREATIYleNT 4 P12o./1D!:= .z.-<t4 ~r:,.,s ><12" Lc-Nq =hl:L€> y/.:,'' Lot-Jq F?"Fl?-R a~ Oi-1 CNE:-, !:=NO<!!: E::><.P. JNTS, ,AND 11-,,l~CNs i-V~-~'v1NCj -""'ND GUe,0LAee I WAL.Ls I bUi u.::>1 f.-1,:'.l I i'::'T"=, CONCRETE MOWSTRIP a" I ' . I . ---€=--•·,-, t------~: .:.·., ~ ?):; }(} :\; :. ;\:\·,,.~·-;..,i~·: ....,.._,,_-m • • •• • . , • • . • I .... \~.,_:~.::;;_;~-~ , K a", '. ·:.:;, I '-.©·.4,,. , __ "' ,,._ "'. ,,, '----if-".:.+~.,.,::, ' •. ·, 1, IT'\ CONDITION 'A' CONDITION 'C' CONCRETE BLOCK WALL AT CONDITIONS A, B, & C APPROVED CHANNEL PLACE PARK RENOVATION N.T,S, N.T.S, 1---1---+--····-----------l----i PUBLIC w0RK8 .0tRECTOR R.E. NQ _____ _ CONSTRUCTION DETAILS DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH L-2 '" REVISIONS PUBLIC WORKS DEPARTMENT SHEET 2 Of 9 $!+T-lGi of 16 P-5130-S ! I ' I • -· • " ,:1 ' f ...• ' r· i ' I I • 1. '.' "' ' ! t ' ' ' ' ' [: , ' 1 4 'ii! I" IN L.A..;N AFtEA'=> 2! 11-1 (AOUND COvE-R A<I.EAS VALVE 60)( l'-LE.C;Tl!IC. CO>ITl!:OL 1/ALVE. -f,+.J p.-c MAI.E. ADAPT'<'"-(NP.) F1<SD SRICK(~~) --, 4 f!EQ'D, COI.JT!ZOL Wil?1'.!> "(O COIJTl?.OU.E.11. 1'0 !>Pl!UIKU.l!.S • AIK,LE PIPE TO !,P&C.IFIEO t>e.Pfl\ rF"'="'==K.£:J-J:jj_~WITH 46• !:-LL!!. MAIIJ LIi.iE. l'ITTING ELECTRIC CONTROL VALVE 1----PVC. SC.IIEl.)1.11 ... li &'.I NIPPLE 4" I.M >! I MU». LE»c., 1,1 POP-UP SPRAY HEAD N.T.S. 2 N.T.S. II 1514 '"""-C I. • LAW I.I .Mll!A FU! 11',1,1 ~ • S&Ull.JCl, A <ta 'ti D~ go•~ i!.L &<:<A-IJIP!'l-2 -<,," BR,IIC~ ~~ UL QUICK COUPLING VALVE 5EI?: IMl<l,A'l'IOM '!'>l'l!C:.ll'ICATIQN!, ~ ~k:Pll...\.. ANO C,01 \Pt: c:TION .:z=u,~-=· ,,.---P<>~E MAIN UNI!. PlPIN<l> P<t0.11~ z.• OOA~ OAC,K~ILL. STANDARD TRENCHING .. ~~~~ ~-~-(]~Im} ~ ~ ~ [;)OO)j} REF: DWG. #B-5122-S ~l,\ ~ ~ ~ l!llli,~ @Ooil ~ N.T.S. N.T.S. 3 6 DATE BY ~-rl/'/15/./ CflllDl .8RA~.S f'll'L ~-!Jll!Ltr ;fl?(' 51,Y 'Y's.~P,:y17er w1m ,f70 l77'!'M 171117. =nel screen. .~ CONCl'flL .5T.lll34L!Zf.ll·-~ \. ~--IJ'.,IL.l.1-r-! PVC MJllf/ TO'-_, .5YSTct1 REDUCED PRESSURE BACKFLOW PREVENTER ,----i· 1' d,, f'tff{J/',4T[/J /Y,4/N f'lf't:.. w1l!t C'4/'C '1_----_-FINIS!I G/140£ ... ,r tn'fl. fJlflTII ii'~ COVfl' Olt'f' Cf'US!/fD MCI< ~ ~ -~'~ ~-f'Vt L4TfF/ll 17/MU,:;,t./ l't.:P/i.7?1)TlD Flf'E. , r----Jlil :J CP.4Vf.L ~ .511/llll? '' 4, t INSl!Jl 4NIJ tl,' El.YaYD P!Pt:. :~~~~~~-= ; ii~ 1ra:. u.u [!di{ DEEPWATER BUBBLER N.T.S. N.T.S. APPROVED CHANNEL PLACE PARK RENOVATION PUBLIC WORKS Ol.fiECTOR R.E.No, ___ _ IRRIGATION DETAILS OAT<-----------1 DESCRIPTION APP'D, DESIGNED DRAWN CITY OF tJE\1/PORT BEACH L-4 REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 4 Of 9 P-5130-S : \ . l 7 10 -I I .. ., . GATE VALVE· V4N0.41. r',Pcor . .b/CLOSUl"'t= MrG. f3r:. . . • C'MS5 IJl"-OP/eF.5 ltJ::. "7.ln oJ/c/LA ~l"-ce.T ,... -C'tlMMJ:F.Ce, M ~1.¼@17 ~ I-~ n " " " " '' '' . n • I ' I I I I - <> ;/,J4LL MfltJNT --C!JNTrOLiLP /./NIT I,. ""---('(}J/CKT!: /;,/JS£. -lttl /lllC CCW'D(//T \_5"UA CtJNDtl/T ~ • CaYT~ JJ/Pt:s. I NOT£: all wiring lo /Je mlalled as per !ort:1/ eode. f""Wide ~ p:,dkd:: a:d Ac (V kgs h t>Wner. . VANDAL RESISTANT CONTROLLER ENCLOSURE REF: DWG. #B-5122-S N.T.S. 8 $ET l'.O'TOP. ,I." Al!,OVE l'INIS\.I C.P.J.Dli IH OPEil ... "'E.J..S />,. T 'f lM!! OF I N!!>T ... 1..1.-1.;now ~INl!:>ll 61'\ll.OE--. JJl,.1 I ~ },: '" USE l'El'LON iAPE 01-l ALI.. MAl.E PIPE 11-1P.!'.t.D5 = -P.Ol'OP. l-1E1'D • <;;ET 1'.'LU51l WITll WAI..V.. OR C.lll>.l!. r-1.._~ P\/C. &C\.I. BO NIPPLE· Ti!>li <!." MI NI M UW--LI!. I-! 6 "rll -l'\IG, l'•T 90° E\..L. ti POP-UP ROTOR STREAM HEAD :, YMIJOL MANUI ACHll<lH MOUll NO, Ul oCI{! Pl lON NOZZLl liAO I US G.l'.M, p. 5. I. PAl'I LKN N.T.S. 0 0 @) @ @ @ @ 'v "v V \ll "i;J '7 D El □ TORO 6" POP-UP STREAM ROTOR 03 28' 2. 72 35 HALF 03 28' 1. 36 35 QTR 02 21 11 1.08 35 135 02 21 1 1.44 35 HALF 02 21' .72 35 QTR 01 16' 1. 14 35 HALF 01 16' . 57 35 QTR 6" POP-UP 12-H 12' LO 25 HALF 12-Q 12' .7 25 QTR 12-H 10' . g 20 HALF 308-10-03 304-10-03 306-00-02 308-10-02 304-10-02 308-10-01 304-10-01 570C-6P 570C-6P 570C-6P 570C-6P 570C-6P 570C-6P 570C-6P 570C-6P 1402 12-Q 10' .4 20 · QTR f<AlNBIIW PRESSURE COMPENSATING Billlllll.l< ? /Tl/ll-SEE - FSH-LG FSQ-LG FSH FSQ --- 7' 7' 6. 6. --- .35 20 H.~LF . 19 20 QTR 1.09 15 HALF .60 15 OTR • 50 20 ---- RAIN MASTER RM12E RM12E RCV 1 PROGRAM AUTOMATIC SPRINKLER CONTROLLERS MOUNTED IN A "LA MAX" -MARK II VANDAL RES! STANT CONTROLLER ENCLOSURE SERIES ELECTRIC CONTROL VALVE -SIZE NOTED RArnBIRD 33 LVC QUICK-COUPLING VALVE WITH LOCKING VINYL COVER -3/4" N!BCO T-113 SERIES GATE VALVE -LINE SIZE FEBCO 825Y REDUCED PRESSURE TYPE BACKFLOW PREVENTER -2" PRESSURE MAIN LINE PIPING -PVC CLASS 3)5 FOR SIZES 2" AND LARGER, AND PVC SCHEDULE 40 FOR SIZES 1 1 /2" AND SMALLER -SIZE NOTED NON-PRESSURE LATERAL LINE PIPING -PVC CLASS 200 -SIZE NOTED PIPE SLEEVE FOR IRRIGATION PIPING UNDER PAVING -!:+f?,:;::~)-INDICATES AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER AND FLOW IN G,P.M, G-INDICATES ELECTRIC CONTROL VALVE SIZE 11 LEGEND ~~~~~'IT§® ~ ~I~(}~ CIRCLE ARC N.T.S. HlMAl<KS OR APPROVED EQUAL 9 12 DATE BY DESCRIPTION • \~p -&ac!':Er 0\/eA e.N0 O'F' WIRl':5 "'~-., ' Lll,TRIP 1-11~= AP'Pi":O'l(. '!te: FRD>-1 END!!>• TW1&T ~ER -",Pl"l.'<' s.e.AU.R 'ID <Xmlolt>C! Cl' 11,!,AUN& PWJ(!,-FIi.i. GAVIN W !Tl-I ll>eJl-i PF\ r--·- t I L.u,. ~L.....-M-P~=\i'E O\l1i!R WIRE! E!-"!00 · CAIMI" -e.vo. AND WT'Or!" f'XC!!5S. Wi?.e ;-Pl.II.I. EIA',,E ~!!."I" O\fE.R PNC> A'!> F'Al't A~ l>O!Y.l.11:>1.J:!, ~PW!,;,! ..,.4, I~ PI..UG INTO W>.'!.E ~KET I I ~PUSH 1-111'<1=!!» 'ffl !!ND OF SA!,E, ~ 'Tl:> .All>$URE COMPI.J!IT'e seAUN6 01" CONNECTION RAINEIIFW SNAP•TITI'! WIRE C.ONNE'.CTOR' WIRE SPLICING 1. All POl'-UP lYPE SPWJKLER ilEADS l!JSTALLEO IN 5NRUB OR GRDW!D COl/f.R AREAS SHALL !l[ INSIALL£D 50 TflAl TllE TOI' Of TUE SPiHNKLf.R HEAD l5 1" ABOVE FHllSH CRf1DE. 2. All POf>~UP TYPC SPR!NKLtR HEMS lNSlAU rn IN LA\~N /\REAS SHALL R[ HJSTAU.rn so lllAT Tl!E TOP 01 THE SPRrNKUR HEAD !S FIJISH WITH ADJACH!T S!IJF.WJ\LK OR CU/Hi. 3. IN OPEil SEED~;) LAWN AREAS SH TOP or POP-UP TYPE SPRINKLER l!EADS J" ABOVE FHHSH GRADF UIJT!t. LAWN JS [S!ABUSHED. LOWERING or Al.l lAWtl llEAOS BY mt IRR!GAHO/l CotHRAC10R 50 Tl!AT THE TOP or Tiff SPRINKLER HEAD JS 1/4" MOVE FINISH GRADE, SHALL EE ACCOMPU)H[[) W!Tfl!N lEN (10) DAYS r,FTER NOHF!CAT!Otl BY T!1E O\~NfR'S AUTHOR!7£D REPRESENT Al [VE • tl. ALL SPRINKLER HEAflS SHAil BE SET f'ERPENOlCl!LAR TO fJrHSH GRAUE OF THE ARE/I. HJ GE lRRIGATlO UNL(SS OTHERWl$t DESJGNATEO ON THE PLAtlS. s. TIIE SPRINKLER SYSTEM DESIGN !S MSEO Ofl HlE M!NtMur1 OPlRAl'!~G PRESSURE ANO TIIE MAXIMUM now Dtr1Mm SHOWN ON Ti!F. lRRIG/\flml ORAw'INGS AT E/\CII PD!tH OF cmmrcmm. THE HWlGATfON tOIHR/\CTOR St!ALL V£R!FY WATrn PRES~URE PRIOR TO CO~SiRIJCTfON. REPOR1 ANY OJfFEffD!CE BETWEEN lllE WAflR Pi::ES5UliE it,l)[CATEO ON (ME ORAWlNGS ANO Tl![ ACTUAL PRlS$Ull[ llEADlNG AT l!IE IRRIGATION POINT OF CONtiECT!ON TO HIE mmrn•s AVHIOR!ZEO REPRESENTATIVE, 6. 17[1 VO! r ru ClRltfl! i'()W[fl O!!fl l l 1\1 111[ AUIOM!lf!C CONJll{)t tr!! tOC/11 !Otl '>11/\1 l Bf. PliOV!flfll BY Ollifll\. Ii t:.IIAll IH Hit nrwmisrn!i tlv rH lHt 11-lP!f.l\HON CONfkllf.lOR i(I MAU 1111 ! j/j/11 1100~ Uf' !lmM 1!11 ll lUHl(.1\1. Oilll f I 1(J 1111, ,iiJ!OM/\l !C rnurnm UiL /, 1111', 1:!',11,tl I'> !11/\rilu\M/\I!(., fill l'lf'l!JI~, VI\IVI'.,, I IC, ',110,/tl Wllllltl l'AVII! lil!lfl', ('1 !OP lll\llitl t.!AllH/ffd!ntf mnv MUI ',111\11 fl! IW,11\ll!D IN l'!/\!lllt!li 1WJ/\', WllflH l'l!','dMt. i\V!lJH MIY U!!HI H:!'i UI !Wl!N li!I ~j•1(!NY.l!il W',HM, i'!ANIW1! ANO Al/till fl !.HIIU\I ! ! l\ll!Uf '; fl. 1111 11!1! I fr/\! 1 rlf! C(IN 111/11' llm •;11111 ! f 1 11\lt ''dill All,ll)', I Ill ) •:p111 l·JH f II Ill Ml\ I mi Ill'! I MIIM l'HIIOl!Mi\flU MW IU l'IH.VfNI 01/!f!Jl'!Mr O~IO W-1\L!Vi, RO/lllWIIY'., ANU/Ol! UUll.l!lflC\ /\') MIICIJ /\S Pll\';llllf. rt!IS Sllr.ll HlClll1l[ 'if!rcrnm l!lf l\r',jl [l!f.lH"F {)f MC 10 fl! rnr lXl)fltlG 5flt C0tH)l1!0fl'.} /\ND in ll!ROrtU fl![ !'LOW COt!lRllL l\f U,Cli VALVE TO 08rAIN THt OPi!MUM Ort.RATING Pf!fSSIJRE FOR EIIOI SY5TEM, 9, 00 tJOJ' WILLFULLY lNSrALL Tl!t SPR!NKL£R SYSTEM A$. SllOWN m, Tiff OR/I.WING$ WHEN lT JS OBVIOUS rn THE HELO THAT OBSTRUCTIONS, GRADE O!FFEREMCES OR DIFFERENCES rn THE MEA OJMHISIO!J:', EXIST rHAT HIGHT t/OT ~IAVE Bml CONSIDERED HI rnE ENGINF.ER!NG. SUCH OBSTRUCTIONS OR D!ffERErJCES SHOIJlD BE BROUGHT TO lHf. ATTENT!ON OF THE CWJf_R'S AUTHORIZ[[) llEPRESENTATIVL IN nlE EVENT THIS NOTIFH.AHON IS NOT P£1lJORMEO, THE lRRfGAT!ml CQrHRACTOR SHALL ASSUMt FlJLL RESPO,,lSlBJUH fOR ANY RfVISlONS NECESSARY. 10. H/SlALL All MAHRIALS ANO EQU!PMlNl AS SHO\•!N IN OETAlLS. USE TEFLON TAPE OR TEfl.011 P!Pt OOPE ON ALL MALE PIPE THREADS ON ALL SF'RWKLER swum JOHITS AND VALVE A5Sf.MBl If$, u. IT IS TH~ RESPONS!Bll!H or mt IRRIGATlON CONTRACTOR TO fAMiliARlZ[ HIMSELF t.llTH ALL GRAUE OlffEREl!C[S, LOCAT!OH Of WALLS, RETAHWlG W,\LLS, UC. 11E $HALL COORGINAT( HJS WO,~K WITH THE GENERAL COtlTRI\CTOR AND OTHER SUS-CONTRACTORS FOR TME tCU,T!ON Atjt) THE rnsTALL/\f!ON er PIPE SLEEVES Tli.ROlJGfl WALLS, Ut-lOEtl: ROAOWi\YS, P,WING, STRUCTURES, ETC. 12. Hl ADOITlON TO THE CONTROL WIRE SLE!:VES SHOWN ON THE DRAIW!GS !HE JRR!GATJON CotHRACTOR SHALL SE RESPONSH3LE FOR THE INSTALLATION OF CONTROL WIRE SlHVE,5 OF SIJFF!CmH S[Z( uriorn All PAVED AREAS. GENERAL NOTES APPROI/ED PUBLIC WORKS DIRECTOR R.E. NO _____ , CHANNEL PLACE PARK RENOVATION IRRIGATION DETAILS N.T.S. APP'D. DESIGNED DRAWN L-5 ,~-~--~----~-------------'---1--====----t::c=-----j CHECKED DATE CITY OF NEWPORT BEACH REVISIONS PUBLIC WORKS DEPARTMENT SHEET 5 OF 9 P-5130-S LOCATE BACKFLOll PREVENTER lN"SHRUB AREA. FINAL LOCATION SHALL BE APPROVED BY CITY ENGINEER PRIOR TO l NSTALLATION. // ii ,, ·' I --- 8.94 3082 CONNECT 10 EXISTING Mi\lN UN[ EXISTJNG 2" WATER METER PL. I ,;\{ f ,, ':>I( ,;f,;!' 0 1f4-'_f 0 II I ,, ,4- \ ~,\ . ,, 0 fl,dx • \ \ '2, • \ RAINM.ASTER RM 12E (12 STATION) AUTOMATIC SPRINKLER CONTROLLER MOUNT IN LA MAX MARK V l l ./\ CONTROLLER ENCLOSURE, FINAL LOCATJON MID EXACT POSITIONING OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY TIIE LMJDSCAPE ARCHITECT PRIOR TO • INSTALLATION. 120 VOLT ELECTRICAL POWER FOR AUTOMATIC CONTROLLER HOOK-UP HAS BEEN PROVIDED. FINAi. HOOK-UP SilALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 111 !\ ;I.fr ' .. 11z,j' "''-111'' ·W I I ' i .... \ ... f/z H t/z'' 6 I! ':£111~}'.t @:1:.\i§:it~d!/:.\(§; !;._\\'J'1EJ~ls(; ff'·;rJ}·1r i~1~;_ 1v~h>~ ,_ ____________________________________________ ..,:.R.::E:F:..:...: ,::D:,:W:::,G::,._#:::B:.,-...:5:'.'.12::_2::_-.::S:J...'.@.~,=-~::~::~·;1~r1;..I~ :l}:a=_;:~:":::/;;,X:::, :::f::::,J::1!\J::_.l::1i~~-1~~)~~~':W~i\_:_\~:}i~~-'Cf:~:~{:]:1 _______ ~(t~rt~,l~i:0}~1£>_1_i1t_,~_<£_i~_:l~-~-_,j~-~~-·:·;:;,.,;.,~7:c:.:::...c-:'-'-'-,-'."~'-,,2C..i ~~""-:_::C~>:-1 ' -_;:· =-·-----·". ~· --_--.. _,_. -~. ·--~--'::"·----=: ' _,--__ . __ -. c_ " ef I z" 6 NOTES: CONTRACTOR SHALL DETERMINE NATURE AND EXTENT OF EXISTING IRRIGATION SYSTEM. CONTRACTOR SHALL MODIFY EXISTING SYSTEM IN LAWN AREA TO CONFORM TO NEW HARDSCAPE PLAN fND SHALL GUARANTEE ADEQUATE COVERAGE. ( \ ' I ~ '----, c:_I SHEET 3 Of 9 P-5130-S i------------------------------------ ., ~ !. ~ -"'· ~ • . . .. ~ ~ .. " R/\/E,9 0 • • • • • • PL. "'------ l~'tf'¾~i\ Qf;_@}'J]fi@@ll:)Q~ I , , I C·AR50N!1 -·-·(EL LOW 0 APPROVED PU8UC WORK$ DmECTOR RE.NO ___ _ onf~I I _::::i ~, SCALE 1116'af -c·: CHAN~~EL PLACE PARK RENOVATION \L----1-----<e---------------------~D~ATE'.'.;:·--::::·-==::;:::::=====::+:----_:_P_:L::.:A:_N:__:T'.:.'._I N'..:G~P~L:_::A:,:_N:__ __ _J :qt~,(Q} _-4!~-&~U-~.rn li'.\~~J1~l~Jl. (t(QJ;@1~v~\ _;_;J~:1t J~\,l~~f (C/4_\i~Jt~<ai~~wt @f:t_~~-~-l ti·1trnH~H: 1jfi)11ti ·1·:,' DAT!:: BY OESCR.!PT!ON -L-,1, _A_PP_'_1.1_,__DES!G_N_T_0 __ ~1· 0 ___ 2_._-_, __ 1_·_,N ____ __, L-6 _ _ CITY OF tJE\"JPORT 1lEf1CH 1 ____ _ _ ,_, _ ·---~-_ _ ____ __2 __ -----~ = ~ ____ --/1, ___________ R_E_v_1_s_1_o_N_s _________ -.l\_c_',_Ec_-K_E_0 __ .Jl,_D_A_rE_. ___ .,.!, ___ r_u_a_L_1c_v_1o_R_1_<s_o_E_r_A_R_r_M_E_N_r ___ [L;"_--H_E_E_r _-·.::,6_o_rc~()......J P-5130-S \ 1. '': "" ( ,, ' r ' I I' 1 4 I l. 2, 3, 4. 5. 6. 7. 8. rCOMR-"?T!=O i-.!AsHE,0 FV-E,7<=R / -.,;AND ~FiLL' ' I f'OoT-LL- PALM TREE PLANTING SEE SPECIFICATIONS FOR ITEMS NOT COVERED ON THESE PLANS, QUANTITIES INDlC/\TED ON PLANT LIST ARE FOR ESTIMATING PURPOSES ONLY, CONTRACTOR SHALL SUPPLY SUFFICIENT PLANT MATERIAL TO FULFILL INTENT OF PLANS, All PLANT MATERIAL SHALL BE SUPPLIED BY THE LANDSCAPE CONTRACTOR. TREE MATERIAL SHALL BE TAGGED BY THE LANDSCAPE ARCHITECT AT THE NURSERY OF HIS CHOICE. PLANTS SHALL BE SUBJECT TO INSPECTION ANO APPROVAL OF THE LANDSCAPE ARCHITECT UPON DELIVERY TO THE SITE. TREE AND SHRUB LOCATIONS ON THE PLANTING PLAN ARE APPROXIMATE AND SHALL BE ADJUSTED AS DIRECTED SY TflE LANDSCAPE ARCHITECT. ALL GROUND COVER SHALL BE WELL ESTABLISHED ROOTED PLANT MATERIAL IN FLATS OR POTS. BUDS ANO BLOOMS ON All PLANTS MUST BE PROTECTED AT ALL TIMES INCLUDING TRANSPORTATION AND INSTALLATION. 9. PLANT MATERIAL SHALL BE.SHAPED ANO PRUNED AFTER !HSTALLATION AS DIRECTED BY THE LANDSCAPE ARCHITECT. 10. THE CONTRACTOR SHALL GUARANTEE SHRUBS, VINES AND GROUND COVERS FOR A PERIOD OF 6 MONTHS AND TREES FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE. GENERAL NOTES REF: DWG. #B-5122-S N.T.S. 2 QUANTITY SIZE 47 10 T.F. 22 15 GAL 335 5 GAL 144 5 GAL N.T.S. 5 Cl<.OI--JN OF Fl.,A.NT iz::> BE= PL.,,ANIB Cl ,,z;, ~ove '4N,Cjr<, DEPRE:S5EP ~"='IN N/IV11)U::::i-1 C}..; ToP (~E: -;;;,p~e,:;::, --ANl'e>Hec, Cj~OE ---fZa?iB.AL.L.. '----~~~- Fli--L-l'-11 )< ('e>E:e e,pece,.") F1RMt..Y COMPAC"reD W AVOIP 6EfTTUN=4 '--------NAilVE. E!:~H )I,~ SHRUB PLANTING BOTANICAL NAME TREES WASHINGTONIA ROBUSTA SHRUBS MYOPORUM LAETUM 'CARSON! I' NER!UM OLEANDER 'PETITE PINK' RAPH!OLEPIS IND!CA 'ENCHANTRESS' GROUND COVERS GAZAN!A RIGENS 'MITSUWA YELLOW' COMMON NAME MEXICAN FAN PALM MYOPORUM OLEANDER INDIA HAI/THORN GAZANIA PLANT LIST N.T.S. REMARKS 10T.F,B&8 MATCHED STANDARDS 3 '-0" D. C. -TRIANGULAR SPACING 3'-0" O.C. -TRIAl,GULAR SPACING 10" 0. C. -TRIANGULAR SPACING N.T.S. §&"'~ ~ ~ ~'1@© ~~~fl~R© l0 3 DATE UY DESCRIPTION REVISIONS GROUND COVER PLANTING APPROVED PUOL!C WORKS DIRECTOR f!.E. NO, DAlL ... APP'D, ULSIGNW CHECKED OHAWN DATE I " MULCH-'-SE.E. specs. CHANNEL PLACE PARK RENOVATION PLANTING DETAILS N.T,8, CITY OF NEWPORT BEACH L-7 PUBLIC WORKS DEPARTMENT SflF.H 7 Of 9 ' ' j \ SECTION 02512 -CONCRETE PAVltlG 1, GUJERAL 1.01 WORK HJCLUDED A. fi;rnhh &.l 1 lJbor, ffi11te~ials, eqt!ipment, appli11nce~ and necessary 1~cidentoh. for the comphite 'instalhtfon of concrete walkw(!y5 ~nd b~nds shown or, the dra111ngs and speciti€d here1r.. 1.02 RE~ATED WORK A. landsc~pe lrrigotiori Sy.tern, S(!ctfon 02310 1.03 QlJAUTY ASS~JRt.!iC[ A. Codes i;nd Standards: Comply 1,11th the pn;wisions of the fol lowillg Clldes, spec1fic~tior,5 and ~tandarris, except where mo;-r, $h1ngent r~quirements ar·e shown or specified: • 1, At l 31f\ "Bu 1 ld Ing Code Ret:iu i remr,n ts for Reinforced Concrete," 2, ACl 31\7 "Recomm1cnded Pra<:::t1ce for Concrq,te formwork." 3. ACJ 304 "Recorome11ded Pi-i:1cl1ce for Mea~1;ri11g, Mi~ing, Tr~nspo,·t,ng and Pl11dog Concn,t<c," 4. Concrete Reinforcing Sleel Instit~tc, Maoua1 of ~hndard PracUce." 5. Uniform f:wild111g Code (UBC), 19'19 Ldition, l,D4 SlJBM!'fTALS b. Befor~ comment;ing 11~y work, pr"epare sample psne1s of lcach fi~i~h typ,1 not less than 5 ft. ~ 5 ft. rn size, U$lng mix, rnatcrlills and workmanship proposed for the cctu~ 1 work, .-md submit to the Engineer fo~ approoal. M~111tli1n approved s.:,mple panels at the job site for -:omparison wilt: the f1n~I .,ork ~5 the b~~,s for 11eceptMce of the sL,b ourf~ce, produced. 2, Pk0Dl!CT5 2.01 MATERIALS A. Forrn!i-: Stet-1, wood, or ather suit11b1e m~terial of she ~od strength to resist movem~nt durjng concrete placement (!nd to ret11in hor,1ontei1 ~nd vertical 11l19nment until removal. Use strnight forms, free of d1stortto11 ,and defects. 1. Use flexible spr1ng steel form~ or 1am1nated boards to form radius bends ~" reQui red. 2. Co11t form~ .,r1th a non-st~ining form release ~gent that will not d'lscolor or deface surf-Oce nf concr-ete. B. Reinforcing 5teell 1. Re1nforcrnq Bars: ASTM A615, Grade 40. 2. Welded W1r-e Mesh; ASTM Al8~. 3. Provide ~tecl th~t 11 fri:e from loose sc~h• and other cot1t1ngs th~t. would prevent proper band, 4. AcrnisonP.,: PrnvldP. go·l~,irlirnd steel o,. pl,.~t1,; ~pocer~, ch~1r~, ti~~ ar,d ~1mi hr Hem:, (I;, ,equircd for spacinv. <1~;cml,l 1nq ~w! ~u~porlir,~ re1nforc.,ri,ent in pl,1c<'. 5. l 111 W1ru: 116 ga11y11 m h~.:.·,1cr, b.lMk or g~ lvonned 5te~'I t.1t. :.1n• conforrnin,,1 t.n At,rn f\H?. 1. fspon,d ~tl\J""l"l,,: '<,~,. l<>nrn"d" '.,tonp,' C,rnfonr, In /1\TM (31. nlM rn,um \1t<I J/(\ lnl II, i, Aggrngat~~: for s;uncnilc otl,t,r l11m1 rH~rded t1n1~h u~e ASl~1 C.B, (!Uept 1oc~l 11Qgregale5 of pro,·e;, du~llbillly "MY be used when 1>~cephble ln Em;1n~er, i'ro,.ide ~•J9re9~tet from e singlu 50(lr·ce for e~po,ed concricte, M~x1m1m ~1le 1/? rnth. 3. Cemer1t: Port.land Cernrnt, Type !1 conform1ng to ASTM C-150, U$C ,:;,nly on~ brand 1111d rnlor of ctment .• 4. Water: Cle~n potable. D, Joir1t Materi~h: 1. Premolded 1/inyl Joirits: ttanu+actured by Kold-$.;~l Corporat·,on or 11ppro11ed. equi ~a 1 ent, <1. ~ 1/2" thick tor,crete ~ection (e~par.sior. jo1nt) -KS-76-5", b. 5 l/2" thick ,;;onr.rete se,;tion (control Joint) -KS-76•-3 1/2", c. 3 1/2 thick rnr,r.rete section (exp~n~ion joint) -KS-76-3". d. J 1/?" th1,:;~ concr~te ser.tion (control Joint) -!;S-76-1 1/2''. [, Bond Breaker: Rosin t,ype sealer,. ''Foni1fi1m" by A.C, Horn Co., "Form-s~ver" by Sonneborn, or equivalent, F. Curing Me.terie.h: 1. Cur-1ng par,er, ASTM Cl71, non-st4in1ng, reinfon:ed. z. Liquid CurinQ Compound: Non-st.;iinrng, complying with ASTM CJ09 at m11.1wf.,~turer1~ recommenrled r<'l.e of api:;l1c5t1or,, Oe1iver cunng compound 1n unopened labe,'ied C<'.intlliners. 11. Fer Grey Con-:rete (ntm-pigment.ed}: lfax~free, fogitive resfo tyfH". Thompson's "W~ tersen l" or i:Qirn 1. G. ifotcrproofing i\rlrnHt(tre: Add to 1111 C<mtnite used for e~posed ~ l 11bs to 9r11de. Add in occon!11nce 1,·Jth rn~nuhcturer's 1nstruct'icms. H. Admiitures: P1·ovidP lldtr.1"tures produced by ,:,~t11bi'ished reputii.blc mariufocturers and use in ccmpl i.,nce with the m~nufocturer's printed d1recttons, Do not u'>e 1idmixt1Jre5 winch have not heln incorpon,ted ond tested in 11cc.epted mixes, unle~s otherwhe authorized 10 writing by the (nginei:r, L ~urf<1ca Reu,rdMt: 'Litho::hrome Concrete Surface;, Ret~rder, Top Surface Grads<' as m11nufoctured by LM, ScofiEdd Co., 'Rugabol C/5' or 11pproved equivalent in accordance with written instruct-ion~ of the rnanuf~cturer'$ qua1if1ed field serdr.e· repr.-,sentat1ves. 2.02 MIX DESIGN I, .• Prep~re de~ign mixez for ()dCh type and ~tr,e,119th tif c!lnC!"ete by e1thff 1abrii:-~tr1ry tr1~1 bate~, or f1eltl experience methods as specified 1n ACJ 301. If tri111 batch method used. v:.e an independent testing f11<.:11ity 11cupto.ble t,o f~gineer for prEpadt19 ,;;nd reporting proposed mi:,; rle,1gJ1~. Oo not L•>e the ~ame tr:,liny htoratory 1:0 u$ed for fidJ q111,lity control testing 1.mlt'~~ otherwise ar:cept~ble to fngfoeer, 1, Proportrnns: For each material rnclwding adrn1~turc,s end w~ter, st.ate 11tatet-t,;ament ratio a~d ma~111!um allowable water '-'Ontent. 11. Ret~rded finish: Develop in cun~ulht1on with the in.1nufacturer of the stJrface ret~rdcO\.., Provide aggregatn exposed specified. Aggregate sl:tn prtiport.1ons g,Jfde is "~ follow:;: (1) Sand -Not to e,ceed .%/4 (2) "S~n ferna~do" Gr~vel -3/8 1nch maximwm •-65i (3) W~h,r Cemer,t Ratio -Not ta excePd 6:l 2. M&teriah: Manuhcturer'~ name, des1gMtion Md source of each mater·,~!. B. AdJu~.tment to Co~tr1=t.r Mixes: Mh ries1gn adJl1stmc11ts mD)i be requ<:sted by Contractor whtn <::h(;.racterhtic~ of riMtarials, job r.011dit.lons, we~ther, test results, or other .:irrnm:>tance~ wHrant, at no add1trnnal cost to City and a, auepted by Engineer, labor<1tory te~t data for rev1Hd 1111x desi90 .1rnd 1>tren9tl'1 re~u1ts must be submitted to <'and l!ccepterJ by Eng1Mer before u~ing i11 work. 2.03 COtJCRE.TE TYl'ES A, Spec:1fled strengths measured at 28 days. 1, St&ndanl Weight C.:in,rete: Of 2500 p~l. 2. Cornpretsive Strengths: ASTM C39. J. Slump Range: 3" to 4". 2.04 MIXING CONCRETE A. Job Site Mtl(tng: Mi,: mat1:riah for cuncrete 111 a b~tr:h mixer ot appro~ed type. Rotate mixer at. speed recommended by the n1anufotture1· and continue mlxing for at lea~t 011e and on~ha1f m1nut£>S after all material~ are 1ri the drum, un.leH, a shoi-ter time 1s shown to be sat1stM:tory ~no approved b;· thrc bui1d1n.g official. M1~er shall t:,;, equipped with ~n autom«tic metering device for me~sur'ing Wdti:r which may be locked 11t any ciez1red adju~trnent. B. Ready-Mi,: Concrete: Supply concrete by an eshblished commerc·,o] readyll'1~ plant conformrng to /\STM C94. l. Truck Mixicr~: Minimum 2 cu, yd, cap~c1ty, equ1pped with ~ccurate r;.volut-ior1 counter. Oper~t.-~t rated $peed. Distontlnu!' u\e tif m1xi:-rs prod<.Kill'] unsotisfactory co11,;rete or sho.,ing more than 10% differ.,,nu in s~t1d-cement or w11ter-u•rnent rati<i~ HI 5111Tiple:. taken fro1n front., center &nd b~ck of mixer. 2, Mixing lime: Tot11! at ie~~t 15 mmutes. with at lensi 5 mrnute:. 10,mediately .after oddltfon of w6ter, aria 11t lea-sl 10 minutes JLI$l before dhchl!ln.Jlng. 3, M1~ing \.laler: w~ter conterit. W1thhold 2 1/2 \:l&l1on~ per cubit yarrl from µredetc-rrn>r11ed All or part thereof may be added at site, a~ dire,:Vd, C. Ret!!mpered Concrete: On not use concnite thilt hi!s not been phced within 90 m1nutes .ifto\lr water is i~troducod into mix or which h;i;s stood for 30 minutes <tfter lea~ing mher. 3. EXECUTION 3.01 PREPARATION A. Genera 1: Coordinste >,,1ork wHh re:ated trades. Do not locate rnJ.1ted work in cuncr~te .-1..::ept as deta1'1ed. Locate ac,urately and H,cur~ in place dll i~serh, bolH, ties and do,,.e1s before pouring, c1ean and free from ~ny coating which would reduce their bond. Oblalo Engine-er';, apprcw~l 1,f hyo1.1t prior to any construct 1011, 1. Provide prep11ration ,.,o,-~, 1n,:1 .. d,ny ;:.uh-grade prep..ratirin, finish gr~d1rrg. settlug of forms, dowel~ and reinforcing for concr;;te p~sing at drives. B. Base' Course: Prepare subgr11,:!e sn,ooth, tnie to line 11nd gr/l.de, M,d te!;t~d for required tompactton of 95% prior to stert of phctng canr.rete. Oamptcn subgred'-' 24 hours before placing. Reroll ~s req1,irtd. Wet forms to tighten cr.,cks. C, Reinforcing Steel; Position, support and secure r;!1nforcement ag.:1in~t disphcement. loc,:1te and support with met<1l chairs, runner:;, t;ol~ter, spacers bnd hangers, as req1J1red. Set wfre Ue st) ends are directed into concret!!, not tow,,rd er-po~ed concrete surfaces, D. Formwork: St.ake rigidly at 4 feet o.,. and sec"re ogalnst displacement.. Install stretched wire:; or other dev1ces to 1ndicate displocernent. !lo nut deviate fonr.work more thar, 1/8" from required po,;.it1ons ~nd levels. [Jo not remov.-side form;; tor sidcw~l~s, gutter-deprestions, Island pevi<ig 3r,~ drHeway~, le~:; than 12 hour~ ijfter the fi~1shing h~s been comp1ett~. 3.02 CONCR(TE PLACrnun A. Prepl~cr.ment ln~pection: f.\efore phc1ng con~rntl<, in~pect 11nd corc.ph1ta formwork lnslillation, re1nfor'Cing st.:;el, Md it.ems to be embedd1c::l or· ca~t-1n. Notify other c,-.aft~ to pemit inst.al IM1on of th,•1r work: coopl!rate "'ith at.her trades in ~ett'iny soch wcwk Moisten warJ<:I forr11~ lmmedjately before ploc11)(J concrete wtwre form coolmg:, a~,1 no1 U\Nl. El, Cc,on:i'in.i1le the 1nsl.&il~tion of Joint maler1,1l~ anCt dowel:, w1th pl6ce,nc11t 1>-f fon:n end nHnforr,1n9 ~tt>d, t, Comply wllh Al:l }O~, pl~rlh\J nn1r•ult• Ill,, ,,011l l1,u!1ll', <'l"'til Hn, ,ttll,,,1 pl~nned joints or H!Ction:,. !lo m,t tn•t)ii, pl~r:,,na:nl unt11 .. ·nr~ 11f o\t,.,,· 1 n,<I,,~ ~ I /<,r I l!t\J ·, '"" n• t ,, l·, , '""I' Jul ,,,t. il. (:C>l,~<>)1,J~lr, plnnhl (<JIH.1<11!> w,foy Bl<Hhnnl,,,I sit,rnl in,1 "'l"l;,,w,.I .,,(1, 1,.,,.,1 rodd11111 and tamp1ng, $0 that coric•eto !) work11d arouud rt!lfl/,H·1,,:1wnt ~,,d other i:,mbedrlad iteme. and illto t111 part ot /on,1•,. 011 not v>br~t,-, ton"'•• E. M111nt1i.i11 reinforcing '" proper po~lllon during conrrdl' plau·ment operistion~. f. Tolerance~: Do not tia:eed 1/8 inch in Dny dirt,ctrnn along ll rn---foM :.lraightedgo for variations 1r1 finish surfoces. G. Prctect concrete from physlcal damage or reduced st,·engt!. due lo weuther e>:treme~ dur1n9 m·!~1ng, piaceme~l and curing, 1 In cti"1d weather comply -.,;th AC! 306 2. fo hot ,.,Nther comply with J\Cl 30~. 3.03 JOHiTS A. Control J.:iints; locate a& shown on plans a.nd details, Install p~r m,lnuhcturer's recommendation:., F1nish concrete to the toi:, of the joint. 13. b,i~n,ion ,loinh: Lou,te a! shown on pl(m 11nd detdil~. ln~t,:,11 per manuf~cturer•~ recommendations. Too I edges ~t felt joints and finish concrt:tl' to the top of premolded vinyl Joints, i::~ter,d felt filler-~ full- width and deptfi of joint. and not 1es:. than 1/2" or more than 1" below f1ni$hed ::urhce where joiot sealer is indicated. C. Design or Tooled Jo,nts: t, General; plast1c. concr<i!te. fool joints true to line and profile while concrete is Joint may be shrted 1,Hh a straightedge inserted into 2. Joint,ng Tool: Tool to 1/4" wide 11,t surface, tapered, wHh toped~,:,, rounded to 1/4" rad1us. 3, Locntfon: As sho"''I 1n drawings, but 11'1 any ca~e r.ot mortc th~n 1$ ft. o.c. both way~. Trp1ca1 sidewalk joints shall be joint~d at s n. c.o::, as d1rected by Architect, 3,04 f!N!SH1NG A. Steel Trowel Frnish: Steel trol'el Md burn1'>h to a smooth, d8~H•, !1erd finbh. S. BroDmed firt1~h: Broom f1n1$h by dr11wing ~ fine-ha1r broom a.c:ross conn·etu ~urfoce. in p3tt€rn~ 111dicated on drawings. Repeat operc,t1on if rc-qu1red to prOl'ld-1 11 heavy med~um texture 11cceptijbte to Engineet. C, Retarded Frni~h: 1. Gener·~]: Exposed aggregate surfai:e produced by placing spec.ifically formul~t.ed concrete mh, Mid coating w1th concrete surface ret~rder whicb h washed l.lff 11fter concrete has set sufficiently to <.ecurelv bo11d the ag()regate i:,art.itles into the slab, • 2. Apply ro1t11rdcr to fini$hed surfllcc, before inititil set t~kes plac., a> directed by retard:rnt manufacturer, [ly spr~y. ro11er or brw~h, depending on rehrdant cont1stcnr.y. Cov~r with 1eet curing pa.per and cure for not le~s thon 10 11nd not more thdn 18 hottrs. lest surface with II knife blad~ to determine when to commence ~'ork Gf re11ealrn9 eggregBte. :l, Edyl.'l w1th ~ small r11;dlu~ erloer before <l.nd imrnr,diately after· the surfar,, aggregate hea been embE:dd1ad. q, RevMl ~ggnig~te by using 111atl!r ,iet ;rnd coar-se f1ber br(l~lir:,s ttJ nrnove reterd.;d p~ste fror.1 ti,rfi':tre, washing thoroughly until 5urfac., 1s 1:le~n a~d exposure 1~ comrlet"", Then replace cur1ng paper and maintain moisc for ftt lc!&st 7 days. ~-Provide an aggregate exposuni of co~rse aggregate part,r.les of 3/8 "' ~he constttut1ng Mt less th~ri 60% ~nd not more th,,n 80% of the Sl!r·f,)ce. Provide a surface prohle of 1/8 inch+/-1/16 n,ch. D, Sandbl~st tinish: Finish thos;, arel!s noted to receive 5andbh~t fin15h with a medium grad;, wet proce~s appl1clltion as per l)ovetni"9 requirement~ and ~5 directed by Crig1oeer. E. Rod: Salt F1nish: Steel trowel smooth 11nd level. Add coerse rod 5-tlt to tro1<1elll-d concret1s and wa~h off when contretr, ls ~ured. 3,05 Cl1!mJG A, Moist C1.1rtng -for-N-,.tural Concrete: Co~er wiLh r·e1!1for~"1d wattirproof curing paper. 5ea1 all jolnh end weight down edges. M11tnta1n moist. for 14 day~. 13. liquid Curing Compound ~ for Natural Concr.-te~ loc,i.t.ions ii.~ approved by Engineer, Apply a tMiforin coating w1thfo 2 hour5 of final trowcl1rt9. REF: DWG. #8-5122-S 3.06 REPAIRS AND PROTECTIONS A. Repeir or re;.,l~ce concrete which ls damo9ed, which is not p!lrfectly truG to lrne and phnc, which does not pitch to drain, which is not thoroughly troweled o~d prop<!rly surfaced 11s speclf;ed, which doe$ not contact ~tall points 11g~rn5t ., ~traight edge, which scuffs or n~s any roughed top surface, whid1 is cn,cked, \olh1ch does riot connect proper'ly to .i,djoinlng work, or whkh show5 ,a variance to the accepted ~amp'1e, as directed by Engineer, l!. Protect concrete from ddm11ge until atcept.ance of work. [;:elude tr(lff1c from pavement for 11t least 14 doys ~fter phcement. When con~tr,;cticn tr~ffic is perm1lted, maintain pavement a~ dean ,,s po:s.sihle by ri,mov1ng surface st~ins ,ind spillage of mated81s as they occur. C. Sweep concnitt pavc,m~nt and w~sh free of stains, discoloration, dirt ~nd other fore1gn mater1al just prier t.o hMl in$pection, A. Notify the Engineer ~t le~st twenty four hovr~ in advance to make the following 1n~pe,tion5: 1. After layout of work. 2. Prior to plating of c.oncrete to re,,.iew form~, jt:,'ll'lh, embedded Hems, reinfo~cing, subgr~de, ls'tc, 3. F1na1 inspection~ When all constnction 1>1ork ha~ been com~>lcterl, before proceeding with the HTigaticm and pl11nting pha~e~ of the pt•ojr:ct. END OF SECTION SECTION 02810 -l.ANUSCAPE IRRIGATION SYSTEM 1. GENERAL 1.01 WORK lNCLlJDlD A, Furnish al1I labor, materials, equipment, appliance~ ...nd necessery incidental~ for the complete tn~tall~tion of all landsc11pe 1rrigatHm system ~~• $ho,m on tht' drn1,nngs end es specihed h<1rein. 1.02 REI.ATED \JORK A, C:oncret,1 Pa11ing; Section 02512. E!, Lt~dsc.-.pr, P1011t1n9: Section 02900, l.03 QUALITY ASSURANCE A. Perm1ts ~nd fees: Obtain or1d poy for any .einrl all permits and all inspections ~1 required, 6, M~n11i&clurer'~ d1r,;ct ions: ro I low manufo.ct11n,r1~ direct Jons end G~tti ltd dr,1winq,; f,w point> twt ~hao111 1n the dr~wi~g> ltnd \pet·1flc~tioM,. C. Ord1nM!rf", ~rit! n•r1<11~1tnw,: All lnr,,I. rnLJ111<lpnl nnrl ~tnt,• l-0w•., 1111<! 1ul, ... rt,1d 1114t1i~llor" o;,wv<1rn:nv nr n•lnl.\FI\J to ~ny µ1.1rtll'ri ur lh,~ 1soek ~r" fwr,,!,y ,n,o,·i,or-nl,•11 1riln ,.~,i mn,I(, o r,~rt ,.1 !h<>\'1 •,pM.1! i1n110:,•,. f ,, I Im, \ h,· ol,o,· ,, I ll I,,;. 111"\ fo><jl, I~!, !Ull~ ,,r ,-,,~,; 1 r·1:m11r, I,:, UII I !I'.\ ••i"'' ir1nd i,111, ~,.,I ,11-nwl"'J'· ,·~11 !m /ff ,1,,.,crlt>l, 111nt .. r1~1.,, w,1r>.mnoship, !H' 1.un\tnwl 1m, ul ~ lH•lt1Jr quo\1\y, ll1(1!u,r ~t1\niJ~rd, tir loryur ~iiu, ., Uue l.o 1.he, ~.c~1;, of rin,,dngs, n. t$ m:,t put.~1blrJ io ind11:11tr, 1111 offt.ets, fittings, tlteves, etc, wh1ck rn11y be rcQu1rtd. C&refo11~ 1nvest1g<1te the $lruchir~1 ;i.nrJ firdd,~d comlitions ~ffe,tin9 ~11 work and pl~n work ~cr;ordingly, furn1~hrng such fitting%, !.'tc. as m~y b~ requirtd to meet such conditrnns, Drawlng~ &re genls'ro11y d1ogremmati, 11nd fodicathe of the ,,ork to be:, ins-1..all,td, Install the work in such a manner as to avoid conflicts between 1rrig,\tion system5, 1)1Mtihg, and uch1tectural feutures. 2. Provide ~11 work tal led for on the dra>1ir,gs: by noti:s or det~, is wflet.her or not. ~p,:.,t1fital1y mentfor.ed 1n the ~pecific<.1t1ons, 3, Do not wi 1 lfu 11y in~h 11 the irrigJtion £ysteni II~ shown on th<' draw1ng~ wh1:-n 1t 15 obvious 1n the fie Id that Ob$tructions, grade differtnces or di~crepanr:ies in ar1co dimen~ioos: .:,dst thdt might not have been coo~idered in engineering, S<Jch obstruction~ or d1fferences: $hould be brnught to the attention of the En,iin .. er, As~1,me full respons,bili'Ly for any revis.fon nece~~ary 1f notification .is not performed, 1,04 SIJBMITTALS A. Material I ,s.t; 1. rurnish the artic1tts, equ1pment., materials, or prott~se~ spedf1ed by 111u,e in the dr~wing~ and ~pecific.ition~, !lo substJtuth:on w,11 b1: a 1 lr,wed w,tho1.1t prio, written approval by the Engfoeer, z. Submit.~ complete m~teriel li~t prior to performing any work, Inc1ucte in th,:,,, material li::.t tha mnnufilctorer, modE-1 number ~nd destription of ~ 11 rn<1teria h and ,:;qliiP1nenl to be (l»d. 3. £quip111ent or mater1~h instnl led or fur,1Bhl!d without prior ~pprov~l of the fn9111ecr ni~y be, rejected and the Contrc1ctor required to rerncy~i, such mat,1r1"ls fr()1n the site al hi~ own E~penst,. 4 Approvil1 of My item, nHerriate or ~ubstHute i11d1catn !'.Inly t~.:,t the> product M' producls apparently ni,eet tht requ1ren1rnls of the dr~w1ng~ and apecif1cat10ns un the b~~is of the infon11dllon or samples ~ubmitled. 5. Manufcclurer's 1eurant.-,e~ do not reli~ve the Cor,tra~tor t,f h1s liability under the guarant!.'e, S.uch w~rrant'ie1 only ~llpp'!ement th◊ guarijnt.ee, e. Record Dra.,i~gi, 1. Prov1de and keep up to dH!! <1 comr,1ete rer.ord dr~.,ings :a.et of blue line o.:alid prints which shall bi, corrected dafly end :ho-, ev~ry chan~e from the origtM1 dr11.,1ngs ahd spee1fic~t1Dr1s ~mi the exact 'as-built loc5t1an\, s.iies, 1md kin~~ of equipment •. Pr1nts for t.h1s purpc;se may be obtained at Contractor~ e~pense from tr,e fn91neer with the City's ,ipµroval. Keep th1$ set of dr~"'ing on the site and use only a~ a recor1j ~et. 2. Recr:.nl dr<1wing~ w i 1 l be u~ed as wcrk prDgr!."ss sheets and bJs 1s for me11sure!llent and payment for work completed, M~ke ne<1t ~nd 1,;igible armot.11t1on> thereon daily .,., the l<lork proceeds. sho1,rng the "'"rk as ~~tud ly 1nsta l led, Make the~e dro,dng~ ov~i lable at a 11 Limes for 1nsp;;ction and keep 1n a location designati:,d by the En9rneer, 3, llefor(' the dal,:, of the final in~pectio~, transf<Jr all 1nforrnat101·1 from the record drawings to a sep111. fllyl~r, proe,Jred t:t t~f! Cootraetor'~ expense from the Eng1nee:r. Indicate ·,mrk legibly in fok and :;ubmit tu the Engin,..er for ~pprLJv41 pnor to making cnntro11er (;h~rts. ~. Oimensior, from two (?) permane11t poinb of fl!ference, bui ldin9 corners. s1dew.}1k, or roa<i lnterte~.tions, et<:., the 1oul1on of thP fol ),1,.1ng i Lems: b. C:onnecllon to ex',sting eh•ctrical PO\s'E.ll", d. Rout1ng ot sprink1,;,r pressure lines (dimension rn<1~. JOO ft. nlong rcvting.) f. Routing of control wlri~g. g. Quick coupling valves. h, Othi:,r >"ehted equ1prnls'nt as directed by the tnginoler. ' 5. On or before, the date of tile f1Ml inspection, de1i¥er the corrected and complHed ~epi~s to the Ehgi<ieer. Delivery of the sepias wil 1 ""' relieve the Co<itr~c.tor of the responsib'llity of fornishing requfred \nform~t10n that may be omitted from the prints, ,. .. ~ ~ IJ~ C. Controller Charts: l. Ot;t~in 4:pproval of the record drawings from the Architect before ccmtraller charts 11re prepar(!d. 2. Provide one controller chart for e11ch controller suppl1ed, 4, The d111rt B to be a 50% re-duced drawing of the r1ctu11l as-built ~;,~terr.. Enlarge toe size that w111 be r.rndab1a in the event the controller sequence 1s not leg1b1e whP.n the drawing is reduced. 5. Prov1de II chart that h ~ blllcklrne or blu~hne oz111id print end use 11 different ,;o'lor to indicate the ~rea of coverage for <?llth shtion. 6, 1-Jhen comp l~ted and ~rip roved. Mrmetlc11 l ly sro 1 the thdrt. between two pie,;:,% of pfo$li~, e~ch plece befog ll min1mum of JO rn1h, 7, Prfor to finBl inspection of the lrrig~tion system complete chart~ ~1,rl obtllin 11pproval, O. Oper~tion and ~\~intenance Manuahi Prepare llnd deliver to the ~ngineer ..,Jthir, ten calehdar deys prior to CO'»Pletion of i;onstructicn, two hard cover binders \ofith three rlnqs containing the follo1o1iflg rnformat1on: 1, lnde~ sheet stating Cc,ntr~cto,·'$ 3ddra~s and telephone number, 11st of equipment with nam~ ~nd addresses of local manufacturer's reprHentative. 2. Ceta 1 og 11nd parts sheets on eviery tndteria 1 1 .. ;d equ·1rn;ent installed under thi,;; contract. J. Guar~ntee st~tement. 4. Complete operating and tM'lnt.1;n11nce Instruction on all major equ1pmcr,l. S. Ir. l1dd1t1on to the above mentioned m~intenance IMnuals, provtde the City'~ m~iotenance person,rel with 1nstruct1ons for n,~jor equ"ipment and show e1•1dence in writing to lhe Eng1neer at the conclu~fon of tile project that this ~ervite has been tendered. E. [Qu1pment to be furnished: 1, Supply ~s II part of th·i~ contract the follo,dng tools; 11. Two set~ ,::,f ~peciel tools requirec! for r·emoving, di~assembl jng and adju~trng each type of sprinkler and valve supplied on this proJ~ct. c. Two keys for each o<utomatic tontroll&r, d. Six qu1d coupler key~ and m~tching hose 5wiveh for each type of quick couphng vblve insttlled. 2. Turn over the obove mentioned eq~1pment to the City <1t the couclu,11m of the ,iro,ject, Before fina1 inspection ca~ occur, evidence thc.t the Owner ha5 receive(! 111atcnal must he shown to the Eoginecr, 1.05 JOB CONDIT!011S A. 'forificalior. of [,:ist-rng Condit10n~: 1. !/hit the si\.e to determ111c t!~hling r.ond1tion~, in<::ludin9 ar,ni:;s to thril sit<:i d!ld the nat\.lra and extent of e~hting trnprovements upo~ 11dj11Ci!rtt PtJblit <1nd prlv~tc pr<ipr.rt.y. N~ture of m~teri11.h lo be iinCounbtrniJ end oth~r fador1 thnt may afhct the wod of thh s11ctio11. 2. /\d(jjt,10,1al ~ompt-n~atior, ruult1n9 from the al 101,111! 111nor·a11<.c of local 1;ondltl•n••·• ~rod th.,Jr nlf.,~l "P"" t!w rv~t r>! 1.1,., w<Jr! will ""l ~ub~1>(Ju11ntly lJ11 ~µpro~cd, 8. hoLetl\on l. Protect lhe C1ty\ property from Injury er loss, Repolr Jt Contractor', expenHI all dem~ge t.o er,itt1fl{l property (bu1lt.11ng~, ut11lt1n, etc.,) or p1ent1ng (tree$, shrub~. lawn or !lround cover) c11used during operetion or ~s a re~uh of !flJlfonction of 1n~tailed wor~ durtng the guarantee period. 2. Cause m1ri1mum intederence with workmen, materials, or other equtpment of other trades on the project, C. Ou not hegin 1rr1g~t10n work until ali cor.sttucbon 1idj11cent to the arca~-has been compl.ited onles~ cthenlise dirn~ted. 1.06 PRODUCT OEUV~RY, STORAGf AND HANDLHIG A. flnndli~g of PVC Pipe and Fithngs; The Contractor 1s uutrn~ed to e~erdse c11rc 1n h1;ndli~1g, l◊~ding, unloading, and ~toring of P\IC pipe 1mJ fitting~, Transport 111 l PVC pipe in a vehicle which 111 lows the length nf pipe to l ;,. fht ~n as not to subject i ~ to undue bend1ng or concentrated external load at any point. R1cplace i,ny section of p1pe that has been dent<,d of" dam,iged, 1.07 GUAFiANH.E A. Submit guarantee for the sprinkler 1rrigi!tio~ s,i~tem 1n accordanc~ with thl! att11ched form. H le the oener~l conditions end supplementary conditions of the~e speclfic~t1on~ with the City or [ngineer prfor to acceptance of the irrigation syst~r:i. B, Ir1clude a copy of the gua~an-1.ee form in the oper~tior,s .Qnd mainten~nu1 manu~ 1. C, Retype the gun~ntee form onto Contractor's letterhead 11nd c:ontail'l the-following 1nform~t.iM; GUARANTH f"OR SPRHlKlER JRRIGAT!ON 5YSTEM \.Je herl:'by gvarbntee that the sprinkler 1rr1gation sy,;;tem w~ Mve fornishf:'d llnd insta1 led is free fro1, dtfocb fo m<1terieils bnd workm6nshi(l, or,rl tho wor~ has been completed ill ~ccord~nce with the drawings and specificd- t"ion:;, ordinary 111ea,· <ln(J teer Mid ur.u~ue1 ~Luse, or neglect e~cepted, We agree to repair or replace &n;, defects in ma.terial or workrnar,ship which may develop durit19 the period of one year frtim date of accept~nce ~nd ~l~o to rl."p~1r o, replace My d~mage re~11\ting from the rep.-.ir1~g or replac-ing of such defect~ at no additicrial cost to the City. Repair~ or repl~cements wi 11 be m~rJe within a re,~onable time, ~s d~termined by the City. after receipt of written riotice. l~ the event of our failure to make sud repairs ot replacements >1ithin a reasnnable time after receipt of wr'itt.tn not1ce from th'e C1t,y, we authorite the C'it;, to proceed to have said repairs or replacement~ made at out e~pel'1$e and we will pay the cosh ~nd charg!!~ th,,.refrom upon dem11nd. 2, PRODUCTS 2.Dl G~NERAL ProJ~ct __________ _ Signed: __________ _ Phone: ____________ _ Date of Acceptance: _____ _ A, u~e ooly new m11teriBh of br11nd~ ~nd type~ noted on dr11wing~, specified herein, or approv('d equ1Y11ier,t. 2,02 PVC PRtSSlJRt MAIN LINE PIPE AND FITTU;GS A. iwp '!nC:h and hrger preHure main lfoe piping: PVC Cl<\SS 315, fl, P"lpe: NSF ~pproved typed !, gn,de !, PVC compe>und co~fornilng to I\STM re~1n spec1fkllt11:m D1784, meet1rig r('q1.dremer1:.s as $et forth 1n Feder'lll Spec1ficat1on PS-z.?-7ll, with an appropriate ~Lrnd~nl di~,en-;iori (S.D.Ft ), (Solvent weld) C. One end one h~lf ir1ch or ~m~11er pressur11 moin line piping: PVC sd,,..dule 40. 0, Pipe: IISF approved typtd I, gra~e I, PVC -:ompound cc;nforming to A5TM re~in specifi,;:5tion 01785, me~ting requireroe~h as ~i:t fol'th in Fcder~l Specificat1on PS-21-70 w1th bn 11ppropnato :;tandord dimension (S.D.R.). (5o1vent weld} E. PVC ~ohent weld fittings: Schedule 40, 1-2, 11-1 NSF !!pproved conforming to ASTM te~t pr·ocedure 02466. F. Solvent c.ement and primer: For PVC solvent wl?"ld rnpe ond fHt.ingl i:15 pr.:scri!ied by the m~nufaeturer, G, Al'l PVC pipe mu~t b~~r the following mark1ng~: 1, Man..,forturer' s name. 4. Pri:!s~ure r~ti11g irl P.S.I. !i. !JSf (National Sanitation Foundation) apprnval. H. Al 1 fittings must be~.-the manufar.turer's n(!me or tr·ademurk, material deslgr,atiori, s1ie, applicable I.P.S. scheduh 11nd NSF se11l of approv~l. 2.03 PVC NON-PRESSURE LATERAL UNE PIPH/G A. Lati!rol hne piping: PVC cl~ss 200 with solvent weld joints. El. Pipe; 11SF approved, type !, gredc 11 PVC compound conformi~g to ASTM resin spls'Cificathrn D1784, mls'ttlng requirements $et forth 111 FedE>tai Specif1cetion PS-22-70 w1t11 an llppr,;,~r1iite ~tnrnfard dimr.ns1on rat1o (S. D, R. ). C. Except o~ not~d rn pHi'lgr;,,,ph /\, sod B of Sedion 2,03, meet al I requirements for so1~ent weld pres~1Jr1:1 mainline pipe anti fit.ltngs .:,s set forth ir, Section 2.02 of these specif1r:at1ons. 2.04 BR,'I.S5 PIPE AND ftTTlNGS A. Pipe: lied bras:. screwed conform to fcCer~l Speciflcation #WW-P-35-1. B. Httings: Red br,;s~ t()nforming to federal Specif1cation #WW-P-460. 2.05 GAt VANm:o Pl PE Mm F!TTINGS A. Pipe: G~lnn12cd steel ASA schedule 40 mlld steel r.er~wr-rl, B, Fitting~; Medium galv11niicd scre.,ed beaded malleable iron and g,.1lv~nized merehant coupling. C, P<1ir1t al 1 galv,miz.ed p1pc and fittings inst.il lcd belo,i gr<1dc with two co~ts of Koppers 150 Bitumastic. 2.06 oum: CCLJPUNG VALVES A, BraVi one or t-wo piece body designed for working pressure of 150 P.S.1. operable +,,!th qu1r.k couplf,r with key. si1c end type: as 5hown oh plans, 2.0"1 GATE VALVES A. Bronie gat.-valve; lZ$ lb. SWP with ~cre,i-in bonnet, nonnsing stem 6nd solid wedge disc with thrccded end~ and <1 bron1c h.;.r,dw!ie~l. B. Manufa<:.J.ur.,,J by fJ1hc<J or approved equiv11h•ot. A.. (""rl<P l j,.,l,wut:11 1.h'-' 0L<lu11111l 1r C<>l>l.! H 1 lt,r", muf It,., fl I u, t., 1c , <>1>lt u I valvM w1th <linfcl burlel c(1µper wlnt AWG-Uf bUO volt. l)~p (.]/ft,tnn• n,Jnr 1,l]ul Wln,t /1>r' 011,h t1i,l,r,,11nl!, l!•Hln>Jlo•r, !V" ~•hi!•• ,.,11,1""' wllr· with a d!tl<.iro1t\ ,o1or str1t"' l(w h'i<'h aul""rnl1, umln,I ii•r. Jw,t,il I IP ~,,,,.,fan,., with v11lvu m~nufai-t11r,,r-'•. ~I"" ,fi,11\!uw. 11t1>I \"IT,• ,-1,~,1. IJ,, t'ltll u~e Wlf'll SH~ le~~ lh~ .. ~14. B. Place w1ring fo :,ame lrenth and ll]Ong the ~amt: route,,, pressure t,upply or 1~ler~; 11 .. 1::, wia,rnvur po~~lble. C. Tape '<lirl.'s togrther ~t ir,terv~ls of ten feet where more than one wfrc 1~ p 1<'!ced in a trench. 0. Prr:.~ide ;:,,n expen~fon curl within three feet cf edch wire (a:>nntction, Pro~ide a~pans1on curl ,t]th ~offic1ent length at ('ach ~plic(' connecl10n .:it eaeh electric contn,1, ~o thi,t in c11Sii: of repolr, ths va·1ve bornmt may b1c brought to the, ~urh,;:e without di~connection cf Hu; ~alvu w•ires .. Lay 1oo5fdy 1:ontro'I wHes in trench without 5tr~ss or otr.il.cning of tontrol wir,; r.onductoi-~. £. Make l\ll splices 111th Scotch-Lok #3576 connector ~elllin(i plld~, lh1nU1r<l Sn11p-htc· wire connector, or ijpproved equivelent. Lise one sphce per com1.sctor ~e~ l '11ig pack. F. Oo not 11110111 fie1d splices between the a1.1tomotic controller and ell:ctncal control v~lves without !}r",or approval of the Engineer. 2.09 CHECK VALVES A. Swing che~k va1"es 2 in. ~nd srna1 ier": Bronze construction 200 lb. W.0.C, 111th replace~ble cornpos'ltion, neoprene or rubber cl'isr: and meet or exceed f,:,del"al Specificatlo,i WW-V-510, Class A, Type JV. B. Anti-drain valves: Hc,avy duty virgio P\/C cor1strurt\on with F.l,P, thread 1nlet 11nd outlet, shinle~s ste.;1 ,)f!d neoprene, Internal part5 11nd f1/.!1d 11dj1at11ble again~t drawout from 5 to 40 feet of head. Provide Vb.lcon 'AIJV' or approved equiv111ent. 2.10 DRIP HliT'tEP., HOSE, TUBUlG ANO ACCESS SLEEVE 1. Punch-1n type with Si>\ indcpentfont outlets made of high impac.t res1st11rit polypropylene w1th an lJV inhibitor. Plinch~in er,d to ha~e retaining (Mrb with a nom1na1 di"'meter of 0.170. of ,ufftcient length for easy ocntry into, end retentrnn in, drip ll'Tlgation hose of wa l 1 thickness up to 0.160 inches. 2. Major diameter of emitter is nomin11l ly 1.5 1nche~, [dch of the ~ix out h,t~ are barbed for ~,:curing: ~p~ghett i distribution ho~e of nomin~ 1 inside diameter of 0.125 1nr:hes. 3. £miiter outlet: Separ~tt r.ilicone elastomer cont1·0J element to t,l"ovidr. individual pre~~ure co1np<ansc1tion ~nd ,!!Utomat1c ffosh1ng to <1~ch outlet, with ,1 drip rate within 15% of 1ts r.1ted flow over~ ~ressllr<" range of 5 to 40 p$f. Each of the si~ outlets in any given em1tter .,,1 I r,rovi,:ie a flow r~ti: of 11t1ther one or two gollons per hour. 4. M11ntihcturer; S!ilCo Drip lrrig~tion Systems, 446) W. Rosecr,1.n~ Ave., Howthorn, CA 9D250, (21J) 973-2400 or approved equivdlent, B. Hoze: One half inch non-rig1d vinyl ch·1cride e~truded from integr-011y 11J911e~rM1StMt polyvinyl chloride (PIIC) with V-38-311. high temperature formu1<1tion conforming to ASTM D 2287. Hose manufoctur~d by Sako Drip lrr1gatior1 Systems or approvls'd equiva1er,t. C. Tubing: One eighth distribution tubing a~ milnufactured by Sa !co Drip Irrigat-ioh Systems or approved equiv~lent. D, Access Sleeve: 1. Cylindrical in shape ..,1th outside d1ameter of 4 J/4" with ~n e~sily removab1e hd th11t is S\o!cured ·in place w1th leg lt,ck~, 2. Body: Heive slois to acr:rpt drip lrrig~tioo hos,;-of 3/4" !PS dnd 1/2" ho~e s1ze. 3. legs; btend below ho~e lev121 approidm11tely 6 J/4'' wnh space betwer,n legs for water d1~b1irsement and are an '.ntegral e-:ten,ion of slel!ve. 4, Sleeve: Made of ~1gti ·Impact r;;ststant polypropylene tnd!"rial black in color with a lid ~kirt thal e11tends downwiird inside shew, to reta"ir ho~c in bottom of hose slots. 5. Manufoctur1?r: Ti:chnital I~rlgotion Pradwcts, Inc., P.O. Box 248, Lawnd~le, Californ1a 90260, (213) 67$-1520 or .,_ppro~ed C(luiw11ent, APPROVED 2.11 AUTOMATlC CONTROLLERS A, Automatic contro111s'rs; Size and type shewn on the pl~n~. B, Obtllin Ar·ch1tect's approv~l of fin;i.1 loc!!tion of automatic controller~. C. lh.-, 120 vo 1 t e lectr,ca 1 power, to the autom~t1c rnntro 1 ler locet lo~ wi 11 be furnished by others. Pro~ide final electrical huok-up, 2, 12 llEC1RIC COtHROL VALVES A. Electric contto1 11aTV1s"5: Samr mcmuf~cturer as the autorn~tic controller~, B. Prov1d(! electric11I control va)11es wit.h n m~nual flow tdju~tme~t. C. Provide and insta.11 or,e, control vfthe bo~ for.each electric control valve. ?.. 13 BACKHOW PREVENTION IJtJIT':, A. 8~ckf1ow prevention tm1ts: provide size ~nd type indi~ated on the irrig~tions ,Jraw1ngs. B, Provide Wye st,•air,1,rs ;,.t badf1ow prev~ntio~ units with a 125 lb. fl11ngiid ca~t "Iron with 30 mesh :nDne'I or.teen dnd ~lmihr to Bai icy #100A or i;ppl'oved eq11lv~lent. 2, 14 rnNTROi VALVE BOXES A. u~e 10" 7 10 1/4" round valve box with P\IC-6'' minimum extension !let:,ve ~nd bolt down cover for· g11te v~lve~, Carson !ndust,·1es. 910-126 or approved et:uiv~lent, B. Use 9-1/2",,; 16 x 11" ri;,ct&ngular bnx for a11 electr1ca1 control vahes, Car~on Indu1tr1e~ 1419-12B with oreen bolt down cover. 2, 1 ~ SPR !NKLER HEADS A, Sprin~ler ~eads: Provide same size, type, and tlel111er the same rate of precipit~t1on with the diameter (or r.'ldiLis) of throw, pressure and di$~harge as ~hown on the plans and/or specified ,n these: special provHion~. 8, Provide spr_.iy he<ids with a ~trew adjustment. C, Provicte r,~er units in aecordance w1th the deta11s shown on tfie plans. D. Provide rher· nipph!~ of the some S!ze es the ri$er opening in the spr1nkler body. E, Prnvld<: sprir1l<ler heads of the same type from thr, same manufacturer, 2.16 VANDAL-RFSlSTANT COfffROLLER ENCLOSURE ASSEMBLY A, Provide II vandal-re~Htant contraller enclosure ossembly which conshh of a metal t,ack board, contra] ler, w1re r<1.ce, end~ 117 volt outlet, Refer to irrigation plan~ for type of enclosure to be inst3lled. !3, Bolt rneta.1 back board to housing to provide a b,He for mounting the controller and wire race. Peint b~ck board to m~tch the hou51ng. C. Prov1de 11 117 volt duple:,; boi w1th and On/Off switch, 117 volt re,ept~c1c, and ()igtail, Run mr.ta1 conduit from the 117 vc1t supply tt< the controller housing. Properly phHe ~11 µower within th,:, housing. D. Pro,1rfr, ~ prtlo'ircd tern'mal strlrJ wilh1n the wire rocl', cleuly it1dlntin\) i.h!, proper point~ of conMtlirn, o( all appropr15tQ wiring {it11t·1ou ~al~e~, ma-.ter v11lve. ttimmnn, cent.r111 c.nntrol). L 111•.t~I) 11 h,n~1n3l ;;lrin within thv w1n• r~,:~ to "rov11fo dearly markrrl ,-a~\LH1r1\ for um, r,Hn chud dttv1tll, and thre1.1 moiHLirll u1ntng d11vit.t1~, Wtr,, 1hr; l<1rm1nni s1rt1• thro,,qh frna,· rl,rnr-ly mu~"d On/Off swit<hll~ ,11,w1,1.,1<J uu U111 far.c i,f tho <.ur1trol l,1r lu pr-ovldl!' ~ftr1i1nl) hyp~~t ,-~pnbi ! !ly. I". Prov Irle II V6ndal-•r<1,,1,,1~ot contr<:il lnr ,;nclosut,; assemhly mdnuf,;d!,red by Pn~ If le l n·J,;nt. ion Supply, Inc., ?3432 South Pointe Drive, L119uM H1 I l !., CA S2653. Phone (i'l~) 637-4~60. 2, l7 )D[NTIFICATJON TAG~ A. f-'rovide I.D. t.ags for electric control v~lves manufactured from Polyurethane Behr Desopan. lhe Chn~ty's stsndard tag hot stamped w1lh bhck letters on yellow batkro,md. f,Umbcr tsg~ to match prograrr,min9 sho1r,n on the irdgl!tion draw1119. Provide one tag for each o1~ctr-ic control va Ive. B, Provlde !.O. tags fvr qu1ck coui:,liny v11lve~ man\.lfoctured from Poly~r€thanc Behr Oelop~~. Use Chrht/s ma;,:1 tag hot ~t,mped ,;ith Llad: lettPr$ c~ red backround wh1ch re~d "W3rrtir,g lfo~afe Wa.ter Do ffot Drfok," Print trlglish on one side l!r,d Spanhh on the other side. Pro~idll' on!.\ tag for each quid coupling v~hc, C. Specitil order t~gs from T. Chnsty Enterprises, 1211 Stn;d Ave~ue, Orange, CA 92667. Phone (714) 7'1-4142, 3. EXEC!JTiotl 3,0l HlSPECTimJ A. All sc<1led dimensions are c.ppro;,:imate, Check and V!lr1fy all ~ite d1mensions ard receive Engirieer's ~pproval pr1ot' to proceeding \o'ith work under this secUon. 8. txerc1~;:, extreme care in e.-:t~~11t1ng Md ,.orklng near eKisting uti l 1ties. Rep6ir at Contr~ctor's e~pense dam~gi:s to utilitie~ which ere C~(!sed by his op,;r~tions or neglect. Check c~i~tlng 11tii1t1c, drnwrng~ for e1nst'ing ut1Hty locations. C. Coordinate installation of ::,prinkler irrig11t1on materials, 1ncludrng pipe, so there shall be no interference '<11th utOHles or other construction or d1ff1cu1ty iii µhnt-in\j trees, shrubs, vines, ~nd ground cover$. 1. Do not b.sdfill the trenches until 11'11 required tesh are perfo,.med. C~reful ly b~ckfil l t.renchi;,,$ with the e~cavater.l m~terh1~ <1pprovr.d for backfi] ling, consisting of earth, lo11m, s11ndy day, s~nd. or other approved matcrio ls, free from hrge c 1 uds of earth Or" stones. Mech~nically compatt the b11Ckf111 in p1aoting are~s to'°' dry denSit)< equ1:11 to od,J~cent gr~dei. without clips, sunken areas, humps or other s~rface trregul~rit1es. 2. A f-ine granular m<'lter1a l b~ckf111 wi 1 l be in1t hl ly p 1 eced on .111 lines, No fore,gn rn~ttisr larger-than 1/2 in, in sJle ..;n 1 be pen,,itted i11 the initi.i.1 backfill. 3. Flooding of trenches will be permitted onl,y with approv~1 of Engineer. 4. Make ell req1,ir,;:,d ddjoslments withr.>ut co~t t,:, the City H settlement occurs 1:1nd sulisequ.:;nt ad.1ustments in pipe. valves, ~pr1nk1er hcdds, lawn or p1antirlg. llr oth!s'r construction are necessary. 1, B~ckfi 11 trenches 1 oc~ted under areas· where paving. a~pho It 1c concrete or concrete will be inatal led with sand -a hyer 6 in. below the pipe irnd 3 in. above the Jlipe -and tomp~cted in layers to 95% compactwn, usrng mMual or med1anical tamping dev1ces. Compact tranche$ for piping to i:qual the compaction of the existing 111,ljacent unr.hsturbed soil and leave in a firm unyiel~ing condition. le~~e all trenches flu~h with th,;i adjoining grade. Set in p1ace, cap a~d press1Jre test a11 ptprng under· p~ving prior to the fiaving work. 2, Gener~lly, piping under· t:Aht,ng w~lks i,; done by jecking, borir,g or hydraulic dr1vtng, but ,;hi:re any cutting or bre~kHlg of sidewo1ks an<llor concrnte h necPssary replace work as p,1,rt uf the rnntrad cost. Oota,n permi'\.$1on to cut {lr break sidewalk$ .-.nd/or con.:rttc frcm the Engrneer, No hJdraulir. dr1ving will be permitted under ,;oncrete pov1ng, 3. Provide for 3 mirdmum cover of HY' between the top of the pipe ,;,nd th;i bottof.4 of the aggregate_t,a~e for sl 1 proJssure and l'IOn-pres:.urt piping rnst~r!ed under a~pha;t1c concrete poving, r-. .a.~semhlies: 1. Routing of $pr-Inkier irr-ig~t1on lines a:. !ndic11ted on the drawings is diagram~t1c. lnstal1 ltne~ {Md variou$ assembli!!s) in ~(/ch a manner as to tonform .i'ith the dehil~ pe~ plan~. 2. fnr,tal 1 no rr.ultiple a~sembl1~s on phst1e line~. P,ovide each asselTibly with its own outlet, t'.i. Carefol ly theck t.11 gr~de$ to ~i,ti~fy yourself that ;,ou may $~fo1y proceed before starting work in the sprinkler irrlg~t'lon system. PUBLIC WORKS DIRECTOR CHANNEL PLACE PARK RENOVATION R.E.NO, ____ _ : DAT''------------1 l----¼--+---------------+---l~o;;E;;-Sl;;:G;:;N;;;ED;;--7,0;;;R;;A;;W;.N~--t----------------r---;L--:8;:;--, SPECIFICATIONS ,i 1-DA_TE_· L_e_v_L_ ____ DE_s_cR_IP_r1_0N ____ _L_AP_l"_D.--t;;;~:Fr>--roru----i CITY Of NEWPOlrr BEACH - I:. REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 8 Of 9 • \-l P-5130-S \ I ' 3,02 PRlPARATI0N A. Physlc.il Layout: 1. Prior to rnshll;;ition, "take out all pre~sl!r-e supply 11nes, rout1nq Md ·1oc11tiot1 of ~prinklt-r heads. 2. Obtain approval of layout from Engineer prior to in~talhticn. a, 'olatn Supply: l. Corirv,ct the ~pnnkler irrigation sy~tem to water supply points of conned:ion $5 ir,Qic;:@ted on the drawing~. z. ~i<1ke connectir1ns at /lppro,im!lte locaticms as sho,;n on drawing~. Contriu:tor is respon51blt for m1no: changes Cetused by ~ct.ual site Condit ion~. C. £'1ectrital Supply: 1, Make electrical ctmn,:ction, for "utomlllic contr·oller to electrical po,n\.$ of connection as 1ndlo;ated on the drawings, il, M~ke connection~ at ~ppro~imate loc~t1ons .!lS sho,m on drawing~. Contractcir n responsible tor minor ch,.,r,ges caused by actual s1t£ conditirms. 3.03 INST/ILLATJO!J 1. Pig trenches ~tra1ght and ~upport p1pe rontinuoosl)' on bottom of trench. Lo\y pipe to an even grade. !ol low l.1youl 1ndic~ted on drewings und as noted w1th trenching exco~aticns. 2. Pro,..ido, for a miriimum covtr of 24" for all pre5sure m~ln_11ne piping 4 in. ~nd 14rger 4nd for" minimum cover 18" for o\11 prMsun, main line piping 3 iri. 5nd ~moJ.ller, 3, Provide for~ m1rrimurn cov!'lr of 12" for all non-p,·e~sun-11n~s. 4, f'rovide for 1' m1rr1murn conir of 18'' for all contro1 wiring. 5. ProvHl/! for a mi»irnum cover of 8" for <1ll emitter flex hose. 6, !nst.a1l 1111 <1S~emblies 5pecified herein 1n <>Ccordancc with r!!spect1ve det.ai 1. In absrnte of det11i I drnwir,gs or speciftcatfon~ pertaining to specifk Hems required to complete work, perform such work i11 accordance with best st,rnddrd r:,r~ctice with p1•ior <1ppro1111l of Enginee!'. 7, Thoroughly c'leM P\IC pipe and fittings of dirt, dust Mel mohtur;i befof"'e insh 1 I a tfo11. Fo 11 ow in~ ta 1l at i O!"I ~nd so 1 vent we 1 ch ng method~ recofTl/lTended by the p1p1.1 D/\d fitting mMuflicturer, B, On PVC to mot11l connection, wor~ the metai con/\ections fir~t. U~e tef l c,n lbpe or ~pproved equivalent on « 11 thr!<e.ded P\IC to PVC, arid <:m ail thr~adt>d PVC to metal joints. llght \f/rench pressure j~ 1111 tflat 1s reqv1.-ei:!. Wher~ thread<ld PVC connection~ are required, use thread~d PVC iid<Jptors H,to whkh lhe plpe may be welded. B. L1n<l Clear;rnte: Provide I! r11ioirn11rn cle~rance of 6 i~. from each other and from 1 ines of ot.her trade~. Do not in$tll 11 pllra 1 h: \ l 1ne~ directly over one another. C, Automatlt: Contro1 ler: !n~l1,.l l fo aaordance w1lh manufacturer1s instructforis. Connect remote control "alves i.o contro11er 1n numerical requence 11.~ ~hewn rm tr,e dra.,rngs. 0, !iigh Vo1taqe Wiring for Automlit1t Controller: 1. Provide 120 volt pow'1r COl"\nect1on to the automatic controller. L Remote Control Valve~: 1. ln~t;ill where shOlo'fi on drawings and detllih. Wh,m grouped together, 1111owat 1ea~t 12 in. between val~sis. Install e~ch remote contrcl valve in a seii.;rate Vllhe tiox. ?. Attach Chrhty v<11v1;, idenltfits,t1on tags per tnllnlifocturer'~ rccommendat Jon. f. flushing of System: l. After all new ~pr1nUer plpe lin<'l and l"istrs ~re in place and conr.ected, 11.11 neceaary dhers1on -.iork r,,.,, been coni::-leted, and pnor to-H1St.tl htior1 of ~prlf1kler heads, oper, c:ontrnl vlllves end flush out. the syste1r. i.ith a foll h;:rnd cf "'"ter, 2. ln%lii.11 spnnklf"r he~ds i.<nly .:,her flush1n9 of Uw :;~stem ha5 been accompl1shed to the compir,te satnfaction of the !:.111,inHr, G. Sprinkler Heads: 1. In~tol \ the sprinkltor he~ds; as desigr111ted on the drawings or ari;roved equiv~ le~t. 2, Spacing nf head~ sha·11 not <1xu1ed the ma~imum indicated on the drdwrng:; <Vi r<11:orr.m<1nd~d by the m~nufacturer. lt, Emitters ~nd Obtributlori Tubing: 1. !nstal l <;m1tters using punching tool m.id.r by manufacturer to ir.sur,c proper f'it, 2. lnzt.1111 distl"ibutior, tubing irnd end plugs ilfter shrub phnting H completed but befor,;; mulching of >,lenting ,wee, S.04 TEMPORARY REPAIRS A. The City reser\·t>s the r1ght to make temporllry repdfrs ,.\.. necess11ry to keep the ~prinkler equ1pmcnt in operatitig condition. Tr,e Contractor is 11ot rnlieved of hls_ ri;sponsib1lities under_ the terms oft.he guarM,tee d~ herein spec1fied, it the City toxercises this right, 3.05 Dl$1HJG TREES A. Where 1t is nec~osery to excavate ~djacent to e~nting trees, uH' a11 posi,ib le care te> -'"oid injury to tn:es and tree root:.. Excavate by h5nd ln ~reds wh(<re two inch :ind larger root~ oc,:ur. Tunnel under 6nrl he.o...,ily ,..rap wHh burlap ell roots two inche~ and 1<1rger in diameter', exceDt those th11t an'! d1re~t.ly tn the path of p'ipr ,;ir conduH, to pre\lent $Car-ring or exc.-s~ive drylflg, Where a ditching machine 11, run close to tn%S h~\lino roots ~maller than tWt\ inches in diameter, h~nd trim, m3k·1n9 cle,:in cuts- through. Paint root~ one-half inch and larger in diamt;ter with t1<0 coat~ of Tree Seal or l:Quwa1ent. Trenches adj11tent to trees $hotJld be clo;ed wnh1r1 24 hours: and where thi~ H not possible, l<eep the side of the trench ~djacent tu the tree shaded 1>rith bur'lap or CMY,%. J.06 FIELD QUALlfl' COIHROL A. Adju~trr.i:ml Of The System: l, Flush and adjust all sprinUer heads for optimum perfot'mante nnd to prever,t. o~er~pray onto wclks, n:.adways, Md buildingi ch m:;ch ;-a, possible. 2. If it is, detilrm1ned that adjustments 1n tfw irrig~tion equipment wl I I provide, proper Md rnorr,, ,:deq1111te cover<!lge, makr such lldJustments prior to planting. Adjustmenh may tho lllclmle changes 1n nozzle sizes 11nd degrees tif arc ll.~ required. J. l.Jithir, ttn d11ys ,:ifler r,11t1fic11lion by City or [ngineer lower rai~ed sprink1er he,1ds. 4. Set ~71 spnnkler head$ perpcnd1culllr to finHhed grdd,n unless otherwise designi1U1d on the pl~ns. B. Testin;, Of lrr-i9>1tion Sy~tem: I. Request tile pre~e11ce r;f the fngrneer in wrrtlllg ot least 48 hour·s 1r1 11d~ance of lesting. 2. fo~t ~n prvss,Jre lin'!~, under hytlros.tat1c pressure of 150 lbs. per sq. inch and prove watertight. NOTE: Test pre%ure main lines prior to 1nstalhtion of electric control valve;.. 3, Test a11 p"f!Ji119 under µ~ved dP><IS 1.md.-r hydrost.i.bt pressure of 150 lbs. per ;.q, in,;h, and prnvt:d w11tert1ght, prior to p,5vlng. 4. Su;.t3ir, pres~ure in 1 iMs for not less th1111 twD hours. If leaks develop, repl;,ce ju1nts and repei\t test unttl ent1re system is prover1 water-ttght. S. Make b'I l_ hydrostat_ic test_1 only in the presence oft.he Engineer. Do not b6dtil l llny p1pe unbl il has bi?Em ln$ps"cted, t1.1sted and ~~proved in writing. 7, When the sprinkler irrigation system i~ completed, perform~ cover~ge test tn t.he presence of the Engineer, to determiM if the. water co~erege for planting ue1>s is complete ~nd adequate. Furnid, al 1 m~tr.ri-'!.ls and perform all work required tu corn,ct ¢ny inadeGu~cie~ of coverege due to devfotion from phn~, or where the system ha$ been willfully installed <15 1nd1co!tcd on the dr1Jwir.9s. when it is obviously 1r,Mlcq1.1~te, without br'lnglng this to the ~tt~nt.inn of the f.n•Jinel!r. Accomplish test bl!fore My ground co~er h phnled. 8, Upon completion of 1,~ch phM.e o-( work, te~t t.he entire system and adjust ti.I n1eet site requirements, 3,07 MAHnEIIANCf. A. Oper~te entire sprinkler-irrigation ~ystem under ful 1 dutom<1tlc operatwn for /J oer1c'.td ef se..-en da.y1 prior' to JJny phnting ~nd for 1hty d11ys dtf'r l11Speclion to begin rn11inlenance perlod. fl. 1he Engineer re:.erves the right to ..:11ive or shorten the oper11tion per;od. 3, 08 CLEAN-UP A. Clean up each portion of work 11s 1t pt·c.gresses, llen,ovc refuse and exce~:; dirt from the !.ite, Broom or w115h do-.in all \il11Hs and paving and repair to i.ll'"1g1n11.1 ccmd1t1on any damage su~tair.ed on the work d at.hers. 3,09 FltJAL INSPECTION P.~IOR TO ACCEPTANCE A. Operate each inspect inn. the complete !.yst.em ,n its entirety for th.i Engines>r at time of hnal Rework ~ny items deem!.'d not lltteptable by the inspector tn s11t1sfo.ction of the Engineer. B. Show r.vidence to the Engrneer that the City hi!~ rece-i~ed all accessorie~, ch11rts, record Graw,ng!., ,md equ1pn,e~t as requir!!d befor;; f1n&1 1nH>CCt1on ,;~n occur, 3. HJ INSPECTION SCHf(lULE A. Notify the Engineer in advnnce for the following lnspections, 11ccording to the t1rne imHcated: 1. Pre-job conf',;rente -7 days. 2. Pressure 1-upply line rnst11ll11tion and testing -40 hours, 3. Automatic tcntroller i11$tall.(ltion -48 hour~. 4. Control w1re inshll.,tion -48 hQurs, 5. Later~l l111e, sprinkler .-rnd emitter iMstalhtion -48 hours. 6. Coveragl! Test -48 hours, 7. Irrnpection to begin n1.:.inten11nce period -7 dc.ys. 8, Fin~l inspection -7 d~y~. B. When 1n~peet1ons have beer. conduct;ed by other tha11 the E~gin~l!r, shm,· evidence of when and by whom these 1nspedions 1-wrn lll<!ide. (. No 1nspectiori will ,::ommence without record dr~"'ings. END or SECT IOrJ SECTION 02(170 -sm. FORN!SHrNGS l. GENERAL 1. 01 WORK ! IKLUDEO A, Furn1slt all hhor, m11terillls, equipmtnt, llppli~nces ~nd neces.sary 1ncidellt~1$ for tile complete il"'ist1111~tion .-.,f ,.,11 site, forrnshings ns shoe.'" on th.:, drawH>gs end as specified herein. Work includes, but is r>ot necessorily lit~ited to, the foilowfog: 1. Pvrchos.z !!fld install prec~st conctet.e p1r.nlc;: table~ and benches. 2. f'urch~5e 11nd inat~1l preca~t concrete bc1ford~, 4, Al! wor~ of every descr1pt1on '1'e11tior1ed 1~ the s;,ecific11tions and/or amendments thereto, and all ether labor and materials Ndson~l;,le lncident.ai to the ~ati~foctory complet.hm of the work including cl.,Jn- up of the ~1tt. A. Cr,nrrete P~ving: s~ctiori 02512 1.0J QUALITY ASSIJRMK£ A, M~~ufacturet·'s Direr.:tio~s: Follow m.onufar.turer's direction~ Mid deta•l~d drawing5 1n all case$ llihHe the manufact.url"rs fonl'ish d'lrections to,er1~\l potnB not show!'I iri lJ,e dr,,;1n9s ~r.d specif1t:11t10ns. S. Previd~ a11 \r/Ork c1111ed for on the dr1:wir.g~ by notes or-det~1ls; whether or not specific111ly mentlc,ned in ths 5pecif·lcat1ons, C, Do n1lt wlllfolly install the site fu,•n;shing~ 11s ~hown on the dr,~w1np wh,:rn it 1s obv1ous in the fiel!.1 that ot,strnctions. grade diffen::nces or d1screparocie:; in .i.ret dimension5 e~'ISt, flrihg ~i,Ch obstructions or d1fferenc;:es to the 11tten'lion cf the Engineer. Assume fu11 responsibility for l>nf revisior, necess1Jry if not1fitbt~o11 is not perfor11ed. 1.04 SUBH!TTI\LS A. Product Dato: Submit five si,,t!. of manufacturer's ~peciftc.,tion~ &nd shop drowings showing anchor deb:ill~ ,1nd in~Lallatitm instructions. flronde $f!tting dr~wing~, templ<>tes, 1n~tructions 1:ind <lirec:tfon~ for instill ht ion. Coordinate delitery with uther wvrk to llvoid doehy. B. A~surne fo11 respons1bi 1 ity for the edequ11ty of tonstrutt1on deta1 )5 or for performing .,_111tems nf work in a sat"isfoctory m,>nner in compliMcfi >Jilh the <.lrawing~ and spec1tic~tions. 1. 5ubent two 6 rn, r. 6 ,n, sar.1p1e~ of precast concrete .,nd f1be•11L,½:, hnish and color. 2. Before commencing any worL prepari:; one s4mple ~ection of ,:,reca$l ,ic,r\. cast in ecLual mold :,ho.,ing 1111 pertinent featur(>S uf pr,cca~l elements. Marnt.;1n rnspe~ted and ijpproved sample as ~tinido1rd for quality of \'/Orkm~nshtp, 1.05 GUARANTEE A. Prav',de a t~ree year written gu6rantee, efter sub;.taot1al compl~t1on, signed by t~e Contnctor-ind Mt1nufacturer, agreeing to replace/repair defective ma-t.erial~ and wod.manddp, including abnormal 1>91ng or deterior~t1on of m<1ter1a1s, ,md other fil11ures w;thrn guaranle;i period. Gu11rantee fodude~ q~~por,~"tbillty for remov1>1 ~nd r<'placemcnt of other l<'ork dfectet!, /li'ep~ir Md reph.ce durir;g gu11rant~e perfod wort cau~ed by ads of God and ot.h<"r l!vent-s b,qond Contr~ctor':; ~nd rfonufactur.;r's control and 1,•liith exceerl performar,ci, niquirements at the City's expem.~. 2. PRODULTS 2,01 MAN!JrActllRHiS A. Prec,ut Corocret~ Benthe$: Model 5-6/1 with light sandbh$t fin1~h by: D~ra /\rt Stone, P,O. Bux 6M,, font1<r1~, c~ l iforn1a, 92335, (714J '.iS0-9000. B. f'rec.tst Concrete Picnic Tables; Medel TBL-3 with lig~t s~r,dbl~st finish by\ Dur;, Art Stone, P.O. Bo~ 661i, Fontana, California, 92335, (714) 350-9000. C. Pn,ca~t Concrete Bollard~: Morlt:15 [li0-1949-AA: 810-1949-VR by: JCF aml Assochte~, Bo~ 5869, Or<1nge. C~lifornfo, 92613-5!l69, (714) 541-SSBB. D. iwo-level Group Grlll; Peck's Products, lnc •. (714) 642-6131, 2.02 MATER[ALS/FABRlCl"I.TION Iron Mounlai11 Forge Morlel 11210 supr1ii;d by: 945 Su~set Drive, Costa Mr.sa, Californi~, 92627, A, Mat<i:rhls end fabricatio11 in accordMce with rnllnufocturer's late~t pobh~hed spec1ficatitms and as shown in dr.:iw1r1gs, B, Concrete F1n1sh: Natural gn.•y with light s~ndbla~t finnh. C, Factory seal all expo~ed surfaces. D, Inserts and Anchorages: Furnlsh lnserts end anc:horlng devlci:"s wh',ch rnu~t. be set 1r1 concrete for-in~tall11tion of concrete bollard~. f'ro .. ide setUr1g drm,nngs, template~, 1nstruction~ and direction~ for inst31 ht ion of anchorage devices. Coor·dinate delivery with r,ther 1rr1ork to avoid delay. REF: DWG. #B-5122-S . 3. OECUTIO~ J, 01 I NS f ALL/ITION A, Jnstall per manufa<:turer'~ 1nstructton~ and detail; shown on drawfogs. 5, Set e~ch t!lern,;,nt 111 the proper po5itio11 JS shown on the 11.ppro~ed ~rect1on plan. ,~reful ly ~lu~•bed an!.I a~chored securely by mean~ as ~hown on drawings or specified toy manufacturf.r. C. lbsurne respons1D1l1ty for the erec:Uon of ,11 1tems in 4 sati~factory m,rnner ond in 11n und8maged rnndit1nn. Replllce/t'epair ~ite forni~h1ngs dam~ged during erection at tho, Contri:.ctor's expense, !n a mftnner :..at',sfac:tory to the Eng1neer at no ~dditiGnlll e:,.perise to the City. J. 02 OBSERVATIONS A. R,;,quEst the Cit~ Engineer-to m~ke 1nspectiont at lea~t twenty-four (24) hour~ 1n .. ovanc~ of i..he t1me inspection a desired. lmped1011~ ~re o\S folfows1 1. Delivery tu ~1te. 2. Pl~t.ement of 5ite furnhh1ngs. 3,0::1 CLEAfl UP After inst~l ht1on 1s tompleted clean end repair-~ny damoged surfoce~ to the s~t.lsfattion of the [ngineer, Site furnishings 11re to be left 1n a clean and pr<,pi!r c;Mdition. mo OF SECTION SECTION 02900 -LMJD$CAPE PLANT!NG l. GErJERAL 1. 01 WORK JNCUID(O A, Forrnsh 1111 hbor, materiah, equ1pment, appliances ~nd necessary 1nc1denta ls for the complete ins ta 1111tion of 1111 1 .. ndscape pl ~ntiny ~~ 5hown on the drowing~ .-r,d as i;pe~Hj,:;d herein. 1.02 RELATED WORK A, Landscilpe Irrigation; Section 02810 1.03 OLIAUH ASSURArJU A. Perform ~~mphnq ~nd hbor<1~ory testing through :Soll and Plont Laboratcry. lnr.., P.O. Box 11744, S;,ntn Ana, C~11fornio 92711, 412 5, L,yon, Santi! Ana, Cl!liforofo 92701, (714) ~58-8333 and pay for testing. 6. Afi..i.-r rough grading h110 been compleled, analyie existing ori-site soil, 1. Surface: Sample five area~ on the $He. Three core ,,~mple> are to be taken from each ~amp ling arc~ 8ild Dn11ly;,od for aaricultura1 ~1.11t~bil1ty and fert,lity. 2, Sub$urfoa,; Samph five arfl/lS on the $1te. Hwee tore samples, four foet deep minimum, are to be taken from each sc.mp11ng 11red and ~1rnlyied for 11gncult.urlll su1tabi11ty. C. Perform soih aM1y~i~ nf import soil, raised phnter soil mh, light.weight sciil mi~. Comell-ia, GardenH imd pol ~oil m1~, and wood residual eirgan1c amendment prior to backfi11, 1. Submit one ()U6T't of impmt sol1, -.·ithout specified llmendment.~. for p~rticle s1ze, suitability and f~rt"i11ty ~nalys~s. 2. Submit tine quirt of ~mod residu~l torganit aml'ndment for organic an~lys1~. 3, Submit two qo11ru e~ch of fine sMd and nitroger, shbili:ed fine r(!,Jwood bark for organic anJ particle ::.1ie analyses. (Lightwe1ght ~oli r:1i11,) 4. Submit two qu~rts each of ~rh<>gnurn peftt mo$$, 1,mod re~1du.::. I org11n',c am,:;nclment and f1ne send for org~nic and part.ode size analyses. (C<J.m,;,Hie, G~rdtni.:, erid pct so11 mix,) 5, Do not mix, D. P1crform o,·ge,nic suit~t,il·ity and fertility ,rnalyse:. of so11 preparlltion are;,.s ~nci o~-gradt backf111 mix areAS after the comp1et1ori of plant1ng to .,ssure o 11 specified amend~1fmts h~ve been prov1d2d. Take ten f""dorn sllmple~ of 5011 preoo\r~tion .iN,.::.s Md five random s~<nples uf t.,ackf111 mh areas. L Per·form llrgMic Jnd fert11ity ijn11lysP.s on raised planter· mi~ aft,:;r murn1i and delivery t.o the ~1te prior to fil Hrig phntet$. Take one qout for every 1;,.enty cubic .:,ard~ as del1ver~d to Uie ~ite, F. Suppli:,mer,t Contr~ctor'$ gu~r~ntee with iTIMufor.turer'~ \!1/l.l"r~ntie~/ 9u11r,rntee~ but they will ~ot relfove the Co11t1·actor· of hi~ lic.b•iliiy, 1.04 SUBM!TTALS A, Furn;sh the .;rt1r.1es, equipment., m11teri11ls, or processes ~pecifio,d by n~me ,n the drawings and spcc.fic8Uons. Do not ~ubstitut.e without written ~pr.,rov~1 by the [rigineer. B. F11rn1sh" certific~t,i of de1i~ery slip with each deliver:t of m~ten11l in ,:;,mt;,;,m1ir~ (lr in bvH, State ~ource, qt,antity, or welgfit, type ~rid an~l.vs1s and date of dr:,livery on certlhtate, 1leliv~r all cert1f1c~l~~ to the tngin.c8r, C. S1,brnit complet"' inllteri~1s ]i$t prior to performing /my 1<10rk, Jndurle the: mdnufactu,..er, model number and descr1ptior: llf 1111 materhl~ ta be used. O. Mater1a1s n1stallt"-d or fornnhed 1aithoul prior writt~n appn,val c,f th~ Engineer r,,3y be re,J!!Cted and the Contr~ctor req1nred to remo'Je such materi~l;; from the s1t.e at his own e~p<'!nS.,, E, Approv11.l of dny 1t<1111, ~llernllle or sub~titute indicates ori1y th~t the product rir prod1Jcts bpparer.t.ly mei.>t the reQuiremer.t~ of the drawing> and specifkD.tions ;m I.hi bash of tiie tnfori~ation (,r s.~mp'lc,1 511br1itted. LOS JOS corJDITJONS A, Visit the ~-ite to determln.! ensting conditions, iur.ludir,g .:CCf.$~ tn the site and the nature 11nd e.ttent. t>f e~i~t.in9 1mpro~cm;.,nts upon adj~cent publ 1c end private property. Nature of rnateriah to be encotmtered ~~d other-factors that may affect the work of thi. secticn1. B, Additiom.il rnmpens~t1on resuiting from the al leg~d ignorance of local conditions, ~~d their Affect uf,On the co~t of the w,ir~ 111111 not ~ub;equently be appro~ad. C. Protect the Cit/,,_ property frum injury or lo~~. Repa1t· ~t Contracto,;a e,µenH' ~11 dam11gt• to tx,sting property (buildingt, utilities, etc,) or p1~ntlng (tre~s, ~hrub\,, l~wn or grllund cc,~er} c11used during oper~tior. or ,~ ~ rns\,H of maifonction 'Jf in~tJl:ed work <luring the guaror,t!'f' period. 0. C;,us,; m1nimum jr,terfero>nce with workmen, m1.1ten~l$, or olher equipment or other tr~rle~ on the project. [. Do not begin l~nd&eape work unt; l al 1 ci;m~lru~t.itln ~djacent to the planting areas has bee,; complctl'"d Md unti1 the 1~rigat1on s.ystern~ ha~e been ·insta I led ·and ~pp,·ovE,d by the Engine1cr an(! lht City'~ deoignated represent~ t 1 ve. >, Apply for ~nd secure 1111 required r,er·mib, l, 05 GUA!lAN1 f. E A, St1bmit ?I wrHtt'"n guerante<" on Contractor'~ h,Herhe~d in tomplfonce with the requirements of this ser:tion. Agree that the lond~cape p14nting has been cumµll!t!?d 1n ~ccN·d.in,::e 1<ith th@ dr~w1ngs .,_ml SpfuC"1fications, Ag~ee to repllir or rephce MY defetts 1n fflllt.~r1111 or 1aorkmilnship ...,hich may develop dllring the penod of one Yl"M" from date of accPptance and ~lw to rep~ir or replace 11ny dflm119e resulting fr(l11'1 the: rep~ir1ng or replacing cf such dt!fects 11t no addition11') cost to the C1ty, Make repairs or replacements within ~ reasonable t1mi:, as determined by th~ City, after receipt of wrH.ten notice, Jr. the event of fa1lure to make rep~irs or replact"-mcnts within a rea~on~ble t'lme after r1ccejpt llf written not1Gt? from the C1t.:,, buthori1.e t~e City to proceed to h,we repdrs or ni(llocernenb made at Contr~ctor•~ e~pense ~nd pay the costs and chorges therefore upon dem1md. B. Gu.orantee trees for cme year after f1n11i acceptance. Replace trtes th~t i:he within the guar;wl!!e period er !i(hkh are not healthy and ~igorous. r.. Gu~rilnlee shrubs, v1nes 11nd ground covers for ~i~ months ~fter final accept11nc,e, Replace trees that die withtn the guarantee period or whtch are not. he~lthy and v1gon,w>, D. Any trees or other phnt materids tr,~t d1e bdck arid lose lhe form ~11d :;Hr. as onginal1y spectfied shall be replaced even though they havt'" t11krn root and ~re gro,..fog aft(:r the die back and ha,..e received normal c.ir.i and maintenance, "' ~ ~/}~ !.!.mt oom (lr}OO)~Em:J "" ., , ' "' .. , ..... , ~ E. When notified by tlie CH.:,, remove tnd replaci, all \)uaranteed plant materh.h which for <1ny rea~on fail tee meet requirements of ~uarantei,, with pfonts th~t meet the sllrne specifir~tions ~s required for r,r111in~1 phr.tings and guarantee II~ originally specified. 2. PRODUCTS 2.rll MAMUFACTURER A. A.11 rn~t1.:r1~ls h,:are1n specifled and sho1<1n on the drl11,dngs N" llpproved equal~ i:;rc to be of th!! highest ql!ality av1t1l11ble end meet the r-eqt1irtme11t.s speclfled, 2,02 SOIL MATERIALS A, lmp("lrt Soll: Furn1~h 1111 import soil nece~~~ry t,:, complete the raised planter mix ns 1ndiCht~d. flo on-~itt soil will be accepted. Do nc;t eJtceed 15% by weight ~ilt plus cl By r.ontent with a mrnimum of 5% pas\ing the 2.0 mi 11 imeter sieve, Do not e,;tetd 6 for sodium absorption rlltio (SAR) and 3,0 rn1 l limhos per centimeter <1t 25 degree!; centigrade for electrical cond<Jcti~ity ([C) of the Sllturoti<m extract, Do not eJtceed one p4rt per mill1on olls measured on the saturlltioo eKtract for boron extr11ct. 8. Wood R~sidu~l OrgJr1ic Amendmcr1t: Ocrwl'cd from redwr.iod, fir or cedar ia,..du~t of standnd q1.al1ty impreg~<1ti,,d with l% nitrogen, Perc;:ent Passing 95-100 80-100 0-30 6,35 mm (1/4 in.) 2.38 n,m (no. 8, e mesh) SOD m1cror; {no. 35, 32 mesh} 2. 0fg$n1c content as determined by a$h .,,nalysis: Minimum 94% b.o.s,id ori dry weight, 3, Chemistry: a. Minimum O.E:? r,ltr-ogen b11sed on dry we1ght. b. Minimum 0.08% d11ute acid soluble irnr, bllsed on dr)' weight, c. S11li~ity sh11'11 riol e~cetcd 3.5 millimhos per cent•i1n<1ter as meatured ill thr, 5atur1:tion er.tract. C. Peat moss: Sphagnum pe~l mi:>5s, Can<1dii1n or (uropean ,..,.,r1ety free f'rorn t1kali. [}, Commercial fertilizers: ComDlet.e fertilizers as specified. r. ferrous won sulphate; First quaHty tornmerchl gr6dc,. F. Soil ~ulphur: fir:,t q11111ity commerc1al grade. G. Agrkultura1 gypsum: First quo!lty commerd11l grade, 1-1. Calci11m carbcn~te lime: F1rst quaHty commcrc11!.l gr11.dr. J, Potassium nltrote: First quahty ,c:,mrnercfol grade. K. Sirogk superphosph~te: first quality comrnercial grade. L, Pcrlile: fwst qu~lity commercial grade. M. Fine ~and (form 415): First qu~llty rnmmercial grc1de. )J, Root hormone: ''Super Thrhe" or ~ppro~ed equivalent. 2,03 PLANT MATER!/\.L$ A, furnish plent material in q~antitles Md/or ~pllnng as llldic.o.ted or r,oted for Mech locll.tfon and of spede~, tyr.,e:.,, s1zes, etc., as nymbolized Md described iri the plant 1ht. 8. Protect plents 1n transit ,1nd eher delivery to the project ;;.ite. Rep le,,. plat>ts in broken cont11foers, with broken br~nch,;,$ or injured t.rw1ks. C. S~N:lf"le(l <:ontafoer phnts are to bf:' flrst class m11tt:rial equal tu the size r)f slmihr n1aterhl 1'1 loc,i.l rt'hii nurzeries. O. furnish phnt mai..er1als that. are healthy, v1go'"ous, with II good root system, end free from pests or di:t.ease. Have pfont m11ter1a1 in~pected ~ml rele.,,sed tiy the county ~9ric\!itun1.1 ir.zpector pr1cr t~, delivery to the job • E. Provide 1<el1 rooted grou1d cover plants 1M fl~ts or cont~rners. f. Nave pl~nt m~ter-ial inspected and approved by Engineer prior to the1r ph,::ement for planting, Repl.i.ce malcr-l~ls not up to $pe~ihc11tions. 2.04 GUYING MATERIAL A, On-grade: I. Guy wire5; G~]vaniud twistl;'d clothesl1<1e 1a1re, Gouge No, 16 as appro~ed. 2. Anchor (deQ.drnen) for hclding guys: 4" X 4" red,;ood minimum 30" lc.n9 with 2" X 4" X 18" 1ong redwood stakes a~ (letailed on plMS. Submit sample. 3. IJ()Sf: for nwering .,Jre~; 3/4" reinforced black rubber garden hose. 4, Flag; White lieoprene hose, 3/8" d1,:;meter 5' long, 5. Turnbuckle: 5/16" ~ 6" long, 9.:11v11nued steel. B. Raised plant~rs: 1, Guy wire~: 9alv11nized tw1sted clot.besl1ne wire, Gauge No. 14, 11s approved, 2, Anrhor for holding guys: J" 0.0. g~lvenized C!Je boH with lead er.pansion $liield. 3. llose for covering wires: 3/4" re1nforccd bl1Jck rubber g~~den hose, 2.05 STAKING MATERJALS L St~k!!~: Lodge-pole piroe, 2 "d1~n,etcr x 10' tor,g minimum, 11ctuol dim~ns101, of un1forr,1 ~i~e arid pointed Hone t,r,d, Pnossure tre~t i,;ith pre~erv dt iv e colored greer,. 2. T1es: 30" cordeti rubbt:r tree strap 115 rMMuhctured by Gro-Stra,ght, 1442 Mazd!I DnvE, Walnut Creek, C41iforn1a 94596 (415) 934-4106 or 1:pproved i:quivalent. 3. EXECUTION 3.01 flN!Sl-l GRADING A. Grades i~ <111 or.-gradc planti1\g ilreas w111 be e5tbblish~d "to ls'ithin .10' end in r11ised planting areas to withlu depths indic~tecl on phnting plan\ by others. Badfi_ll planting ere~s "11th mhes indic~ted on phriting phn~ ar,d fo sp,:;cH1u1t1ons. B. Gnide; 1n decompo!.ed grnnite are~~ w111 be e~tab]i$hed to within four inches of finish grades by other:.. C, Before end during finish gradina, ren,ove ,., 1 I -.,eeds a~d gr·asse~ by the root and dhpose of off site, V, Gr11de all Ja-.,n Md ;.ilMt1ng ~r1,~s to the elev.'ltions rndiceted on the drawings. GrMl!!S not other;,,1se indicoted ~hd l bt1 uniform 11:v;;h or slopes_ i;>(;etweet1 µ01111:~ where elcvii.t1ons ~re ,;pvcn. _Make minor 11djust~ent5 of finish grades ~t. the direction of the Engine1,r 1f req~ired. Provide smooth, ever,, uniform finish grade with no abrurt ch~n~e of surface, Slope 50-ll awq from the buildings tc, 111101<1 ii nbtur11l n;n-off of1111ater, atid d1reet surhr.e drarnage il.5 indicated on tre draw1ngs by remodel in\) ~urfor.e~ to faci 1 Hate ,the ~nturd l run-off w~ter. Grade 1 ow ~pots ,rnd pockets to drain properly, Dispose ~11 e,;tr1rneous ml!tter off site. t. Cross-rip ~11 flii.t r,lanting areos to a depth of 10 inches. f. Do not "'ork soil when moisture content is $Cl grelit th;,.t excels1ve compaction 1:1111 occur; nor when ~oil l'.!i so dry t.h~t dust will form rn the nir or thal clods will not br-elik reD.d1"1y. Apply w2tet, 1f necessary, to Prov1de Hle111 monturt! content for till mg and for p hnting herein specif,ed. G. Shr~b, Vines, Ground Co~er i'Hld Ann11al Areas: Gr~rll' to 1~1/2" below the grade of ~djau,nt pevement, walks, curbs, or headers and 3" below adjacent ,,u11ls. The Engineer may aliJu~t grades \rllhere requirer!. H. Lewr, Arecs: Gr1d,-to 1-1/2" below the grade of ~djacent pa~ement, \rl,1lb, ~urll,;, or he~de~~. The [ngineer m~y ad.just gredes wher.-required, 3, 02 \CHl PREf'ARAl ION A. Prepare or.-grade 6re~s per 1.0:JO 5quare feet w·lth the follw1ng; Organic Amendme~t----------~-----4 Cu. Y~rd~ 12-12--12 Commercial Fertil1ier-----15 lb~. Soi 1 Su 1 phur------------··-"·--20 lb>. B. Broadcast uniformly and rototill into upper 4-6 '!riches of soil. 3,03 GENERAL PLANTHIG A. The fn9111e(<r ~ha 11 11pprovti a 1 l p 1ant mg ~ret~ ~nd p hcem~nt of p l,:,nt material _priur to 1nsta11ation, S_t~kt plant loL·~tions and seture ,:1ppro~;,1 from [ngrneer before e~,;~v~trng pits, maHng necessary ~tijustments ,H directed, 8. f'rephre 011-grade phnting a reds ,:15 imlicl'i.ted 1n "Soil Prepar~tion." C. Lc,c~te specimen trees prior i.o inst.a 1 ht ion of irrig6t1on ~ys,:em ~$ directed by [ng1noer. D. Erc.a_".i.te all ~,lant pit~. to a minimum of two tiri:es thr. di~mete~ <'nd lrn1ght <lf tne container to pe~m1t h<1ndl1ng. Excavate P'its with vert'ica1 s1des for all plar.ts, Do not pla11t plants 1n dry soil, Mo15ten ~oil at 111.'ast eight rnches deep, E. Plant µ!ants immediately lifter contl',int"-rs are cut, Remr;ve coohiners regularly t,o as not to pre~ent. a hazard to those perton~ using the MN!S, F. Set plants 1n center of PH'>, in a vertical pos•itfon so thai Lhe crcwn t,f the, plants wi l I b<JH tho Slime r-elatiohshlp to the finish 9rodes that it d1cl to ~011 surface 11'1 pl~ce of grewth, al lciwing for watering and setl)ing of SCil], • G. B~c~fil l with specified soil mix. Oo not bad.ff 11 with :.i:n 1 in a muddy condition, tfo f111ing aro~nci the trunk of the plr.nt~ will he per-m1tted. H, Build b"'sins around plaflts and w~ter hl with root hormone immcdi~ts,ly after p1aut1ng. Remove basins prior to top dres$ing. L Gr~de areas 11raund plants to finish grades ;,nd <'Jgpose of excess soil. J, Rephce My plant 1naterial dtmaged in planting oparat1on. K. Prufi(' rlant5 accord1ng to St6ndnd horticultural pr11c;:t1ce as directed by E11gineer, • l. Lightly cultivate, weed, 1111d ne~tly rike <ill toil bdwt>en p"iants upon complr.t.ion of al 1 i,lantwg operations a~d a;,1lcin ju~t pr1or to f'irial inspect Jon. ' 3,04 PLANTING TREES 8. Beckfil 1 trees plant0cd In raised phnters with raised phnter mm and thoroughly w~ter ~ett. le. ~ t. Bar.k fi 1 l trees p 1 bnh-rJ on-gr~dc wl th specif i ed SOl l llll ~ 1rnrl th(Jrough l y w~ter settle. D, Stake or guy trelJZ =$ dehifod on the drewings, E. Keep guy wire~ out of general pede~tr·ian traffic area~ whenever r,o~tll11e. F. Set ll11 transpl~~ted tree~ two inches minimum 11bove fini~h gro\des. G. Apply root hormone per m~riufottur<!rs recommeridatior· to etoch tree llS follows.: 1. Construct tree lrn~in> ct rim or outer edges of tree rootball so t.h~t npplied w~ter and root hormone will remdin on the top of th,e, rootbtll. 2. Mulch irnrnediiltely after complet1on ()f irrigatiot1 of root ho1·~1one 1~Lr. the rootb6ll, 3.05 PLANTING SHRUBS f\1,/0 VINES A. Prepare ~hrub end vine pit5 n~ specified under 'Ger.er~] Phnting,' 8. Use p1nflt1ng procedures am! pr11ttices as q:iecif1ed under 'Phnt1ns, Trees.' C, Mukh plantrng areas after r,lnnt1ng, 3.06 PLMlTHIG GROl!!it, COVERS ANO /1.r,fltJALS A. Prnpare pl311ting areas ~~ ~pec1f11!d under 'So11 Prepi:lration.' S. Mulch pl.!nti~9 aretos and water with i! light !pray pnor to planting, C. Plant rooted c_utting, pot~ or flats in dreas <1ncl at sp~cings ind1c<1ted o~ plans after mu lch1ng, D. Smooth soil ~bout p'l4nts and le~vt-, ~r·e~$ ifl n!:i'lt 11.nd cl<"lln coodit1on. DD not p11e soil (lr mulch i1round crown of any plants. 3.07 MUl.CfllllG Spread mulch on ol 1 p1;mting areas, e~cept. h.1rr1ns, everily over th~ surface to a depth of om, inch, Prtpare mulch 1111th wood res1dua1 orgon"ic llmendm'"nt. 3.08 LIIWri PlMH!NG A, General: 1. Plarit sted or tod in areas 1ndic~ted on phn5, 2. Prepar,;, lilwn are~s as sr1ecHrnd 1n 'Soil Prepan,tfon,' 3. Fin~ gt-ade Mells to a smooth uniform grbde. Roll lawn area, with"" JOI) lb, roll,;r until a uniformly compact bnd even ~urfac.! 1s oi;:tllined in compl"i?ince with r,:,quired finished grades and ijS directed by frigineer. Obtain Engineer-'~ a~prov?il of flni~h grades before seeding or layir;g ~od. B. HydNuhc seeding: 1, Moisten arr.a prior to seeding. 2. Apply hydrauHr: seedtng m11ter16l ,.,ta rllte of 1500 lbs, per acre, mi~ed .,ith commercial fertiliier 17-13-5 llt 6!JO lbs. per acre. Mh \J/ith specified seed m.:1terlal and w~ter in 1500 ga1 lon tapacity agihtor mner and spray resu'!tlng slump under high pre%wre evenly and uniformly ov<Jr are,., to be seedi;d, 3. Ou~~titie~ of seed to be mixed with hydromulch: Se,;d to be 12 lbs. r,or 1,000 square feel. C. Laying sod; 1. L~y sod in a running bond p~tlern, butted fir~ily one s~ct1on 1.o a/\other, Md pre~sed well 11y<1.inst tlie so11. 2. la.y sod on slopet ~t11rt'irig ct the bottom of the ~lope first and worked up the slope to en:,ure f·irm hutting oJ sett Ions. 3. Immediately l!fter sod -ls laid, ru11 ,mtire 1awn with 1, l1qht roller ~n<J deep water. 3.09 FERTILlZ!tlG AFTER PLAtlTliiG A. Apply to 1:11 pl<111tl11g <1re11s i6-6-8 commer:;1al fert1l1Zer At the rate of five lbs. pei· 1,000 li.(Juare feet thirty days ;ifter p1a11tlng, B. Repeet ferti111er ~pp1ic11tiori at thlrty dJy l•1tervl)]S until the end of ITTaint.en~nce per1od, 3. 10 MAlNTEt/AflCf A. Contrnuou~1,-m11intain all ~rea5 during the progres~ of the 'I/Ork, the 60~ d.iy rnai~ter.~nce piariod, and u11ti1 f1nal 11ccept<1~ce of this work. B. IT phntrngs 11r.; not accept~ble ~t the cri111plet101i of the, moJ.1ntt~ar,ce period, maintain all work until it meet$. $pecific~ticns ~11d can Pe approvm:!. APPROVED C, Contrnuous maintenance operations of watering. 1o1e~din9. mowing, rolling, trimanrng, edging, cull1111,t1on, fer1liring, spraying for insect and pest control, rc~eedtng, replai:ement and/or any other operatior\~ are necessary to fl.Ssu..-e good normal gr()wth. Apply lawn moth control sprays or other ~,ahr1111s, as often as required tt> protect hwns unt~l fin&l 11ccephnce, D. l(eep all planted i,reas. free of debri~ and cu1ti,..ote and wned at no more than ten day int.erv~h. Note: Cut gr11~$ to not less th~n 1-1/4 jr,, and during the peritod of m~intenance, lt 1<1"111 not bi:, allllwed to e~ceed 2 io, 1n ht'"ight. E. Protect all 11re11s during installation and mairiten11rice period~. Repair any demaged phntrngs at Contractor's ei;~ense. F. Replace plllf1t material that h not live, heblthy, 1md11maged and free of "infestations at the termination of the maintena~ce period, Repl<!ce inferior plantings ~nd bring to a sathfllctory condition before final 11c:cephnc,;, wi 11 bo m11de. Keep .areas neatly r~ked and free of weeds. G. Immediately replace any and all pll!nt m11terials and 9r11ss th.it die or are dijm~ged. ~\e.,t or•i g i rid l p 1 ant mater1 a 1 ~pecif1 tot ions illi th rep I acements. 3. 11 INSPECTJOUS A, Request the £r191neer lit least twenty four hour~ in adv1.1.11ce to make the following Jnspection~: 1, After firnsh gi:-ading is completed. 2. After soil amendmorih h~ve been npphtd but pnar to t·ctot11Hng. 3. After rotntilliny hij$ bet"-n completed, ¢, After fihe gr.:iding is completed, ~. After plant materiol ha~ been deH~ered to the ::ite. 6. After pl~nt mllten41 ha$ bee~ spotted for pl~ni.fog but before planting pits ~re excavated. 1. Aftet· phnling pih for tr-ees, shn,bs. and 11ines h~ve been ei.covllteO but prior t.o beckfil1. 8. Conduct r. complete inspection and 4pproval of .,,11 hndi;c11pc <:onstruct1on 1tems at the end of the lMdScbpe construction period to estahlHh the time for beginning of the ~ixty day maintenance period. Notify Engineer at least se~en d~ys 111 nd~ance of in~pectior .. 9, Cllnduct an inspect1or. ot the cornpletic,n !'.if the sixty d11y mainleni'lnce period to oht11in fin~l acceptance. Not Hy the E1191neer at least seven days rn ~dvance of inspection. END OF SECTION PUBLIC WORKS DIRECTOR CHANNEL Pl.ACE PARK RENOVATION R.E. NO•----- ', DAT" SPECIFICATIONS 1[ 1--DA_TE.J__B_V _j_ ____ D_Es_cR_1e_no_N ____ __,-_A_P_-P'.~D-.-~-;:;D'.'.:.E:;;:'.S~l;:;;G;:N:ED:~~:r;:O:R:;A;,-W;:N~~~~~--,1-rv_o_F_r...::~E.:..\~-=~P=-O:...R:.:.T...:..::B..:..E.:..AC:...:H...:..:~~"""7"L--:9:---i j! REVISIONS . .·•. . . CHECKED PATE ?UBL.IC WORKS. DEPARTMENT SHEET . 9 OF • 9 P-.5130-.S .)' "::J (/)) 0 ,·.~~: -,;,,.• ll ,. : • '