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HomeMy WebLinkAboutDWG 261-9; ; STAGECOACH COMMUNITY PARK; 01-60ecoac ■ uni city of carlsbad ■ rs1 0 0 <l) 'o C ro (/) (ll 0 "' 3 ::, 0 architecture, landscape architecture, recreation and environmental planning 2500 east nutwood avenue, suite 210. fullerton, california 92631 consultants GRADING AND DRAINAGE: RICK ENGIMEERING El 1crn1cA1_: ,JOHN l_[N/JNI /IND ASSOC I Al ES WATERSCAPE MECHANICAL: WATERSCAPE TECHNOLOGY, INC. SI HUCTUHI\L: CORRE I A ANIJ CHRIST! AN ARCH JTECTURAL: Ml L LARD ARCHULETA/EDDY /PAYNTER ASSOC. lRRIGATIUN: GARY HODGE approvals ~,1,-8~ director of parks and recreation city engineer 6[9/744-4800 714 /4 76-8988 818/998-4018 7l4/997-l 14!i 805/832-1105 714/498-7994 IL , .:fp I l!?s; date stagecoach park vicinity map tn4I 879·6373 date DECEMBER 30, 1985 date revised sheet index I 1 SE-1 EXISTING CONDITIONS (EAST) 3 SE-2 EXISTING CONDITIONS (CENTRAL) 4 SE-3 EXISTING CONDITIONS {WEST) 5 SE-4 DEMOLITION AND GRADING (EAST) 6 SE-5 .EJ.5f5A DEMOLITION AND GRADING (WEST) 1 SE-6 LAYOUT PLAN (EAST) f SE-7 'f :£.111, LAYOUT PLAN (WEST) 10 s;;=E • ' PLAY EQUIPMENT AREA 11 SE-9 12,SE.911 PLUMBING LAYOUT FDR STREAM I? ~-10 •. TENNIS COURT AND POND LAYOUTS /'fSE-11 DETAILS (~ SE-12 SHADE STRUCTURES c, SE-1_3 ---17 Sf{)-. SHADE STRUCTURES AND GYM ENTRY LAYOUT /f$E'C1~ HISTORIC SITE SHELTER/PLAN· ELEVATION ('SE-15 HISTORIC SITE SHELTER/FRAMING zt,sE-16 >!ISTORIC SITE SHELTER/DETAILS i.l L-1 PLANTING LAYOUT (EAST) ~-i.L-2 PLANTING LAYOUT (WEST) "l.J SP-1 IRRIGATION PLAN (EAST) l.1-SP·2 IRRIGATION PLAN (WEST) U"SP-3 IRRIGATION LEGEND Z4 AR-1 FLOOR PLAN & SCHEDULE BUILDING "A" 1,7 AR-2 REFLECTED CEILING _PLAN BUILDING "A" "Lt, AR-3 ROOF PLAN BUILDING 11 A11 2.4 AR-4 EXTERIOR ELEVATIONS BUILDING "A" ti AR-5 INTERIOR ELEVATIONS BUILDING "A" a, I AR-6 INTERIOR ELEVATIONS BUILDING "A" Jl. AR-7 INTERIOR ELEVATIONS BUILDING "A" i!I AR-8 SECTIONS BUILDING "A" 34 AR-9 RESTROOMS BUILDING "B" ),~ AR-10 RESTROOMS BUILDING 11 C11 3·.AR.-11 MAINTENANCE BUILDING 11D11 )"1 AS-1 GENERAL NOTES AND DETAILS ;!!,' AS-2 FOUNDATION PLAN AND DETAILS J' AS-3 ROOF FRAMING PLAN AND DETAILS i AS-4 WALL ELEVATIONS AND DETAILS AS·5 DETAILS z AS-6 DETAILS 'I FS·l KITCHEN PLANS AND SCHEDULE 4'4PL-l PLUMBING PLAN BUILDING "A" q'5'"PL-2 PLUMBING PLAN BUILDINGS "B"/"C"/"D" AND 1/4" 4t PL-3 41 'E'r.-4 s,-~I 51 ME-2 sz.EL-1 PLUMBING PLAN .,C.1PL3.f. SEWER AND WATER LAYOUT (EAST) .41f)l.4A SEWER AND WATER LAYOUT (WEST) HVAC PLAN BUILDING "A" SCHEDULE .fii EL-2 54 (I. !A &5 er;-=1 • ELECTRICAL SITE PLAN (EAST) ELECTRICAL SITE PLAN (WEST) SPORTS LIGHTING POLES -TOP CONFIGURATIONS POLE BASE DETAILS -CONTROL WIRING DIAGRAMS SINGLE LINE DIAGRAM -PANEL SCHEDULES ELECTRICAL LIGHTING PLAN 5, EL·4 51 EL-5 S'f EL-6 .-4! EL•? (,0 LL-1A ELECTRICAL POWER PLAN -KITCHEN PLAN ENLARGED BUILDING PLANS -FIXTURE SCHEDULE/SYMBOLS DWG 261-9 1 OF 60 (INDEX) 0~-; 'j h-,---· \ r i: _/ NO 0 JI Bl?t7WOITCH Ma?/,.0-/£0 7YPE ',C' CATC/-/ 845/N -~----------- .::.. . '. - TYPE 'F" CATCH BASIN W/ BROW DITCH INTO SIPE N.T.S. ld' ,. .. 'C'.l. ' 0~; ---. ' _/ --- '8.5 ,, ... ( 1 tr --{'r CIA@ .0,7c,,, 7V~'2?V~R 075_ / ,,; ---- ~ _g C) ., • "' "" ~ ------------------------ C F a?i«9T n'PE"G" CATCH BA9rNW!Tfl TYPE G-4"0?ffT. fl:ff D-16-1 - 17570 WP. GRA7E / h--1----\---~ -~ ~+---- -\ ' ,'!, ---_---' ~ \} ~ t;, --- ---:7'~ 2' TOP c;~ • \ /NOICAT£5 TEMRJl?~Y tEROS/0/J CONTROL) GlfADED SWALE 5£€ DE.TAIL -SHT3 )Kfff'. O WORK IS TO BE f'E~FORMED I. THE VICINITY Or AREA Or £ TJAfG CllAIN L/1/K rENCE - ~NCLOs/JRE WHICH Wlt.L /IJ A/,/Y WAY DISTURB TJ.1£ AKCHfOt.Of;I, L REMAINS COIJTAIIJED WITHIN 'Z- 0 NMe.' x;N%w c,wm.' LIMES PICT F//V/Gh' ~ACE' GRA !€--\ --_\-:-:_ _/,, --x· , .___,,.-, ----\ ~~~---- □ Ii: • ci C: ...-:.N M ~- ---Cl) ct! : Q) -Cl) C: 0 ·--·-"'C C: 0 0 C) C: ·--(h ·->< Q) • ct! 0 ft "'C ct! .c Cl) --L.. ct! 0 -0 >--·-0 -~- L.. ct! a. .c: 0 ct! 0 0 Q) C) i ... date•-· I /'l.-ll•ei? I I /1,. I I 'e>:5 I z sheet no. i 2-- ---- iO' MIN. .fl ~ .;j ... ..... <::, . -. CL. J::~--""7,'-~~r---,,121\ffi-,~ 1/---. · ····-· ·-·· < "-05' /.IIN. DEPTH DETAIL: GRADED SWALE NOTE' /) MINIMUM i¾ LONG ITUD/f.JAL GllAOIENT 2) GRAVEL BAGS Si LT TRAP AT MIN: 100 FT. . INTERVALS. SEEDETAiL@R(G/..IT . ... STORM DRAIN DATA DELTA OR BRG RADIUS LENGTH REMARKS 14-1.' +-JO' R.C R (/350-0 44-'! z4• /lCP i350-0 /20' ~ " II II 0 :t 34-':. " " " I r I HORIZONTAL CONTROL NOTE' ;1 .ALL HORIZONTAL CONTROL TO BE' SCALED WITH MINIMUM DIMENSIO.NS HELD AS SHOWN. FOR IMPROVEMENTS SEE IMPROVEMENT PLANS BY,A:)THERS. I ~ • NOTE, FOR E)({ST IMPROVEM~rs IN MIS/ON ESTANCIA , SEE TY OF CARLSBAD DWG NO 205-Z I RICK ENGINEERING COMPANY CIVIL EMGINEERS : Pl.ANNING COMSULUNTS : SURVEYORS S620 FRIARS RO,lr,D SAN DIEGO. C1'.LIFORNIA 92110 (61 9~ 29t·01{11 3086 PIO 'PICO DRIVE CARLSBAD. CALF~ 92008 (619) 7294987 365 S RANCHO SANTA FE AD. SAN WAACOS. CA. 9-2069 [619) 7U 4800 'I I l I GRAVEL BAGS SILT TRAP DETAIL NO SCALE •, . ;i INDICATES TEMPO • .·· tER05/0M CONT. ) ·· .. 1::fED SWIil£ SEE . ·· . il/L-1. EET I SE£ 5HT T£0N I / £/'IST. #£40WALL I RIP-RAP EX!GT. 15')( /5' ae?/,1146£ EAGM'T. KW< ).·PAP s,oe, PRorecnON . #0.3 /Al(i T0 0.G FT. CO/.JST. · WHE/i'£ 5 >WAI TO TOP ElEV. SHOW/.J A _-.-· . .-· -~-;~SE/z101>1"S-G" -;--\ _---___-:-~~-o ~ "~$; . / -··) ·•··------. rA ~-+-- SEE GB/iEET'! _~ ~i~~~~}ffs ... /4. -.-~/~. ···-----------.. · · .. · cc --~-·\_ ?14.0 76~iRY19f,,2JcJiA~ tJTRCL j~~l6f/=t,·lJ----~ i . r Sl-if=GT c / ------.., " ·····---·.,,· .·· .. ···. · .. · \ UME SEE DETAIL.: (GHT f._2'BAG9 µ'{~f{,f · .. ..... 1.frrj,'() at / 2 -.· _7. . SWALE ~--B' 110'0£ "s. /,1/ ~--Ii~'filf%~1:f ►9JJ~Kfl) . I .· / '~~. " \ \ . . s; SEE • :4/l f?tGl-<T KJt:i:Ifffoif-%3f1m-, . _.·· .· LA \~ ... l)IR SWALE. SEE -· . ~ !II• Z BA6S HIGH ,• . . I()' ! ,ir,~~~----t:4.L--f-r-t-"' }ND/CATES Tl:.MPOl?ARY C / (EROSION CONTROL) _.,,/F -7"-+-...._ S--qR/IOEO SWlllE.SEE. ~% _..,...." . . Q ·., DcTAll THIS SHT. .,~ () \ ______.----. /v , /'' ~ ~ ,, , / · ~ / ~ • S .BAG6 I-IIGH \ . . . . . . . ~ I PLAN .• '-..; . · .. . . ·· ... , .. ·• ·. · .. · .. · .. 0 • ·---~-. . 10' · .. ~--.. _··. ~~ \ ?~ t ?~ '· ... " --~ \ eorrOM=IMG M'64'0RIOMIL VIBCVEEN -SECTION "B-611-- , I· IO • I BOTTOM=IBAG ~5' H'/Gh' OR/OM/l ~,%l::IEQV,' -SECTION "A-ti...__ SANDBAG DOWNDRAIN FLUME FOR TEMP.{EROSION CONTROL) NO SCALE ENGINEER OF WORK - OOAWN BY -DESIGNED BY° CHECKED BY APPROVED BY J..fJ. ../ l'RIYJil'ECONTRACT CITY OF CARLSBAD ENGINEERING D£PARTMl!NT GRADING PLANS FOR, STAGECOACH PARK SITE FOR INFORMAflbN ONLY THIS DRAW!NG REPRESENT$ TIIE EXISTING SlTE CONDITIONS. THE CONTRACTOR SHALL VERIFY THESE CONDITIONS AND RCPORT ANY DISCREPNICIES [N WRITING TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. THE ENGINEER SHALL -ACKNOWLEUGE THE DISCREPANCY REPORT ANO GIVE WRITTEI! AUTHORilAT!ON FOR. REMEDIAi. WORK Ir REQU!REU. ANY DISCREPANCIES CLAIMED AFTER CONTRACTORS AND ENGINEERS ACCEPTANCE OF THE EXISTING CONDITIONS SHALL BE REMEDIED I AT THE CONTRACTORS EXP[l1SL . · . . . . · - GRADES lN PROPOSED PARKlNG AREAS WILL BE APPROXIMATELY 8 INCHES BELOW THE FINISH SURFACE ELEVATIONS SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIDLE FOR CONSTRUCTING THE PA~KlMG AREAS TO THE FlNI H GRi\D[S Sl!OWtl -"l~ "'.Y~-"..:.<--<:o::.-"" i □ a. a. II .. C 0 ·;; ·; CD .. CD -«I ,, c5 C ... --a3 "--C Q) 0 -en C 0 ·--·-"O C 0 0 C) C ·--en ·-x Q) "' date "' .; • a3 0 ft "O as .0 . en -. "- «:I 0 -0 >, -·-0 ..:ii::: . "-al a. .c 0 ro 0 0 Q) C) al -en /'2-· II ,05 sheet no. . ---~. SE-2 I l -- --- ' ·::.: . j ----- NOTE-/AID/CATES "BEDROCK CREEP-·'_.:, AR'EA PER SOILS EAIGiAIEERS ;f?EPORT 28 I -i. . -___ _;_ _____ ---------- -- STAGECOACH PARK SE3 EXISTING CONDITIONS (EAST) ~ J J q' GRAVEL Flll€D SANOl!_AG SILT TRAP ALL ALONG TOE OF Z: I GLOt'B:l PACIN6 OPENCI-IAAIIJEL E"IT!--IEI? NATURAl::c -~_ED---_,, EXIST 6ROUtJD Off EA/6/tJEEffD ~ILL SECTION ·s-s" {TYPICAL) TYPE" B" INLET l NOT TO SCALE NOTE· ALL DETAILS - OTHER THAN THOSE SHOWN ARE 1V BE CONST. PER D ·12. I INLET OPENING DETAIL N.T S. CROSS-SECTION A-A STABILITY FILL STORM DRAIN DATA .. NO DELTA OR BRG RADIUS LENGTH REMARKS 24'R.C.P. (1500·0 N.T.S IJl /1.4-l"E N' l'it:-<> :::.:_r,_'£ . ,:.._-...... v ' 0 sc·: GO-~ 24'RC.P. ( 1550·0 lll"!?.C P. (1350- /8" R.C. P. ( 1350·0 24"/l.CP. /1350·0 24" R.C.P. /13-50·0 /1 THIS GRADIJIIG PLAN HAS BEEN REVIEWED BY THE L:!:,UNDERSIGNED AND FOUND TO BE IN CONFORMANCE t'/lL WITH THE RECOMMENDATIONS AS OUTLINED IN OUR /f'l r;, SOILS REPORT FOR THIS SUBOIVISION ,DATED JULY 5, -rp.fJ/l fJ 1 1985, FILE NO. D-3480 -JOI AND ADDENDA DATED Of 51 0 ri,NfV r;;,.__.· .• ,,cAi"RIL ... · 18., 1986; MAY 15,l98Ei;EotoN, INC. 9530 D<>WDY DRIVE ,1\I ni:--rt~ f~ 1:9.·. · · ·. ·c". '".<·.·.· ,_. ANO M.l(JY 27,1986. SAN ll.lEGO, C/1.. 9'2126 ~11•• f II" 6iNf ' ' CC;.' . ;f,1J11J PHON,E: 695-2880 10 fjl.5 ~~ •.·•.·.,'..·.-· .. ·.· BY; [vv'YV.,--..., R.C.E. '1D3p DATEDJ:Z-/-!±_ di/ ,::: .. HORIZONTAL CONTROL NOTE' , :::,v\l'<G : -f ~ ~u .1 .• ·..•. •·· ._ I , Gp. .c.-i'•;, ~.">.:' .. / ':, st~er >~-~ ~ / ' ALL HORIZONTAL CONTROL TO BE SCALED WITH MINIMUM DIMENSIONS HELD AS SHOWN. FOR IMPROVEMENTS SEE IMPROVEMENT PLANS BY OTHERS. \/ I/ ·-~ y BENCH MARK DESCRIPTION• STD. BRQNZE DISC IN CONG. MON LOCATION ABOUT 200 NORTH OF STA 261+9872 RANCHO SANTA FE ROAD -R.S.454-NEAR FENCE EAST SIDE OF ROAD. RECORD FROM COUNTY BENCH LEVELS J-0302 ELEVATION, 176.18 DATUM, U.S.C. 8 G.S. ENGINEER OF WORK ~~Q-~__...J~ BAR~ BENDER RC E 28448 '$-2~\r\ DAE '.)RflW'·, 3) )ESlGNED !3Y C,-1[;__,><;f~, ::11 j,PCfi(.1·,-':..:::· Eh J.0. DATE:d·l8 -B,( SCALES: MORZ: !"= 40' V R· • DRAWING NO. 261-9 / ,, ! O)(") er--cu ·-(") CCC .. C• ca o, 0 -r--~ A -,,;r CV,... Im _,.... C 0 Q) u E C C 0 Iii ... (J ·-·->c en co Q) t: E "'C~ c.2 a; ca --0 ~ .... .. ._C\I ~ a.~ -::I Cl) 1/J en ... -::::, !!l C -c (J Q> Cl)> 0 -ltl ·-.c ,:, ·-(J 0 .. ai ca -G) Q) ::I Q. C a. cv'lii (.) (J ltl Ch Gl G) -co co a. ca in -N □ i i ci. a. .. ! .. ,, --Cl) ro (]) -Cl) C: 0 ·--·-"'O C: 0 0 0) C: ·--Cl) ·-X (]) date • ctl (.) ~ "'O (lj ..a Cl) -... ro (.) -0 >, +-' --(.) .::s:: \... ro 0. .c: (.) ro 0 (.) 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' . ,le' • I •• I , ' ', ' recreation systems i11c eel ---□ landscape architectur.e, park, and environmental Dlannlng 2500 east nutwood avenue, suite 210, fullerton, ca. 714/S79-63~ \ f . ,, I!' 1-\;, ~ ' \ ( ,, j , '-. , ,' _y •;J' , ___ , " ' STAGECOACH PARK SE5A GRADING AND DEMOLITION ; / I \ ,"J: .,·!, /-.-~ ".:! '1 , , .-,8~ i' --· ,, ,' f :-~ .. ,_:, ' ,., ~~ ~ • I ' , , ,, I ' i j ! } I , I DWG 261-9 6A OF 60 (SESA) , l ; , i ! ; i I I / / i , I I I \ ! I / I , , \ i I I I I ; ! ·· ... \ \ ,, f I ! l i I ; I / I i / I i I ( I I ' i ( I ( ; ·. j SE5A I J ' ca-\(,, f., ... ., . ... ! "~, , 1 ;-' . . . I -·11'. :--.. ' . ' ' i q .. l . ' ' ' I . I I , I t , ' I • . . . . ~-·--t--------------I ____ .. __ . ·-----------~ti----.. --~---·-----J I 7 , , : ~ ' . . . . . . . . iJS""::.'....---. ··~ ··--------· ··-•1' ___ .. -···---··-·· .. ---t-·•-·--.. _:_, . . f .. .. 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',.' ; : _, . .' ~-' -, ,•l .,· --{t.. ~ -f'R~-ry ; L-I_Ne . ,;L ~i;(..:...\: --G-ONifv',Cr 1--J~, t.-lH~ \ • J . ~: - -additive aftemate !.:#11 1 8 ..,.,.,.fiE ~fl=' ' ' lf\YOO~~: p1~eN0\0NIN~ ~F~rkSH~BT ~~-:_· ____ ..._c,, __ I -t l i ' I - ! l t r E:QU11"'t"I EMT 17 additive alternate + A ----·a - 5Ei0 . __ _,... -t-\ tt I ~t:>~ ~-\"VI; Tc.rt 'Flt-\ \ ":>\T OF 13<-\'::>TINS c:.Al'Z.t\-'E::>}'--6.t--\ -CQN'.:,JQ=:;:r~ !'.'.-U~ ~MF' -2 f?4=dD, l t-:h,,=~~'--:-~~-~---------==1==--+:___--,,_________ -1---- ,-' I -i . 1 rt_ ' -~ -~••»-t--·· ' ~ t ~ -,. 1 ·--+- I ' . ' ,· ~~~~~TI~ -4-z,( ...., ..,... , I N ➔12c1r'l _-~ . ----1£:f'."B,_%3 .;/- --! ---I ME:ET~e~ MAYtt _ rjt-\\':it Cf'~(-q\l'-½, ~I ~IDl=\vN..K ,,\ -R... Co,. -,_~" -~-:--. ·-s,,._ - additive alternate + A S3'f WOOD 6Rlt¼£·2 R ··•o. ~ t ----+':..__' ~~--____,.➔!J---------1-- 1 i -+ MUIZOX:K --r,,ie-lN Mb ft'.'.::OMTk\M Mob l...._t'-,l,Q. iY1~7;, 1t~a1t01iiale,-$A . . ---! -t:': \ 't:: . ~f'\E=L. (lf:-,'5' WID}ti) ' -{\t:\';;>~,4\SF.EK:~\\.:.. W':rt\ t-\0 ~-S)~ IH ; I • • i . I f -----+--+---~-+'-----+-------+•· - f"'1ff,;,,-"\ AA.tt1::i\c.A:1"' ~ . __ ' 2-0Tti.LL0 _ __ (51;:::E Dt::\f'..\L fc::R:.-":>J\<-11'1" ~ .~ .,t ~-•¢.e)" / . i '--'./ .,-~ . '. . . . .. : :-·---._f ,. . //-! OUT\.~11 \ I --'r- 1 NOTE: .• ~WA•· --------I j I 1--FL-l"-N\r~"-- I '.I'? w Cl) There Shall be.:no abrupt change in grade along _ any' handicap access route greater than_½" in height. - .-~~--................ ~-~---=· ~~--~-----------~----• ---~ " ... NOTE: ALL PROPERTY LINES, EASE['!ENTS AND BUILDINGS BOTH EXISTING '' AND PROPOSED ARE SHOWN ON THIS SITE PLAN. • • ' ., I -I --+ • ,. _,.__. ONl\lD F. PAI ,_ "'-,, N14:-U.w. -_' --·,,-ri i .. ¥~"' . .-c 0 ~-Ct' ~,E -, ,f .$1~1,;,\u:e :;e t t -t . • j • I I/ ..-- .... :::, 0 >, co - D • co (J i "'C~. co CJ 0 >, -·-(J [ SE?- ·,1 . ' a~~;• .;-:1~} ' , -. , ' ,, ~,._ . i::1< ,. 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'' "-, ' ' ' ~ ·-. . -~ --t-~ _I ---t=-=~-:~~.: •-.-_:-• •~~--=-+ .: ~-••: •. _: -•=• ~ r _ ~-~~~-~~-~ :::;~~-,::--•~• ::=b-_.•;~~~~-~=---=~ : • ·••• t .:-~_:-~~""7F~=~• -·•.:.°=--~-~~ ~-~--~~~ ~~ / ' --- L -- ~~IMFYJi-.1 -~i} ~' \,J /cri~ ~[3~ t ;"x~~ ~-::--'!} 1 • •----- ' m!N{;·~ -. f-6, 'Sf-j(\,,M. ' . sign frame plan sc.Au.., ~; c i'-o" '--------'--------------.. ··------------------------· ------,-. ' fE:f4-~::---CJ--EAf'-m. I(.--i;' ,._,(, t6' SLMftcD S!CNI'!-· c,::,t-l(,. l5U':-l'IE!'-v1 I+" .s ' 1/EK!<'.X.S-.,,,, ,. 3 ilfS ,._,. 16' o.c.. ~ 5C4...lt> ~: ~ ~ CF-Aff'J;.fA:A:i , -a ,,_3's ~s· 1<t e: ac. -· - " "C" -""11'.tt-· , . . ., =-:''t---'tt-_;ID t l --((J!.l(.. 1'fp,~ .. iwnk., &CH wi,..y-_ 'sfumpstone column block detail and footing }!OT 1"C .,.:AU:.. , :J 0 ~~D-... s~-i, I -1 ' I ' ! J ,, \ E 'Sim' o-'lf::Lrn , ~, -l--t-in:R <ST~J.L ,l,,f.,¢) S.~G T<'.' !cE-~ ~y ~E-~-~OR. 1V ~~<,17!-lG, -1', '%+l FRAME. CD'll<:;1T<tJCT1!:N 1D BE.. i!,l'f~i.JVEn fl,if LJ\Nf"i~ AP-l I+, Pf')l-R 1V '5/leAittlf<ll. JN-ST;.uJ.rv.:t-l 3. 'Sib>J titMJT!,l,lb 1'>~ " ·< " ~Oi<. iO lN-ST/4.LLAtloN, 4-~W -Sl-l'?J-<·11\U-.Jb '>LRff.lE'... ~~T -rt> PiE<-APf'F.tl\JlU, B'r /..M!D<;ll',H;.., f,,P.C.J,}, ~ ALL. ~ 1b BlE--ALL ~ µ~-,-l:Jt.N Dl<.!i-G F-£.l)\JJ'tlt,C {,. (!:N(., \l,l.D4.. CbLDI<--'tD f,'E. Ar>f>Ru\.'Ul I",'{ l-MPs(JIJ-fi,_ #<-Ii, 1 P.l-lNT -Stm-~\'..Li-,; iJJ(:;.. .. Cb~ jlli<,'t li.Jl+IB!TIN(, l'fi'-1t-i(.K /'J'lh :Z.. C0!\1", FIJ,,T ~1.JU-._ f(L<r-JN/-111'.'i/N{, PAI/JT, tt '3;\,1,,/ Sl\t-f-..iltlN& I\TTK-,l{Mmt' TO f-E. Afll'RllV:r.ti tr WJ~ Aftill'ltcr, <t, 1b . l:,f:, C,CN<;..tP.l]C_TE-ti f:,'!' F,Dt1NJ -:'.IW ,<;TuD10 714{4q7-!ll.7 t'-!2-, APFROvEh j::&\JAf,... 1D. 9 &J ~~E;f'~ y-,,>-.~ ~VY>-,,,,,.,._, -~ ------~ ~ ~,.,,_,_,,..,.,-~-~~___,.,___.~ I Sl(,J.! nA:l'-E.K. 3-IM-L rv14-l1Sti (2-) YR.., Wf:JfTf+.l \v~tr ~!--6 AW-t-'11'<1 r:,F,;~ ,Aq.JD \vU,:.KJv!ANSHlf'. ) Lh ---,.__..,...,,____~-~..,.,.......___.,._, -----~_._.,..,.;---~.....-"CL. . .....,_~-'--"'~---,._._~~-~'_,,-,,__,. ,...,.__,......,.,.._.,,_~ ,.___.., __ ..___,,..~.,....._,)~ sign notes sign details l-'C<.>iflPf'~\<.e1' -7",'Tl'>e, ~,.,,n:,,-\ ~=noM~kYET --~~f'FT-:· l . ... , I ,. ! . f .. -; . s -• . -! ' f t ~· sign mounting bracket ·, L -nr,.'Jt\?+Fof~'---'\ PLA.-(· ;_:'\_Jg.r:,z.. -----... ~ 1-;z ?/3 v-l/ TD'•.1,,j 'f:; <;.. ,;; ~ t',l....i;::, Tc p.;-s PtJNTSO YF-.J...LC\,J b..1" ~AC---Wt<.Y ( CR P.PP--i<ic•Jl=P &:. -'t. t...) Nore.: ~ ~ "?l=--:;, f-Df'.. t>-/.?OITIDNA.L. 611</>,bir-.lb 1NP-o~"i,t,..notJ. additive alternate # G ,,. <( J..,. - I t I LIMIT 1-,'flE.. ----------t---....r ' I I ---~ fY11~Jff it)-: ~~-./--· .>21_, ---""'-"""U,Z.. ~AL.l-~ \~l.C~~;. '+ltTij TI\l'? us,.· . W-1•/'<t,,WS? - -----..L ' 0 J,) D . -'-"" -:::--!" -~ r~-: • , ~. ~ a~ '. ~ r·1r:: __ : .. . ' / CO\ ',; ·c·,, (- ~......,. ~ :n , ' : . . - r ' : • ..-: • • " -. \, . 0li<AC,l.E v,f\q~J0 PtN1ic'.·)~.~C\--4 ---'--------------,,-- (CCL(Jf2... ~l.-:..C A~ ::;p_ P..Pf 0Jv!=D l'Sex v' .LL.. l_ "1-) \ n1~LE:. 1//P~ 1'-11_.::-r,~1E;.;; :l\:c"\c\-4 -----,,,----------·-~----·-- (GoLCf2.-. Wl-!1,s )((}2-.Lpr~-1E::r:.i ~,;t,.L-'_),i ' ---------~--1--~ i I ' , -. - h!C1 ! 1-. lN0TA.....L /cb Pi=R_ MANUP,t.cn_l~? vf'E(;/:;r \'=t'.)JZ ;;,..>f.'Ll N&? /:>ND "='l'f'eiY. • • PLAY AfZ'f:./:,. POL~ hHtJ-.L ~ lHhlp.LL-el:' /Sf' 0' pl,. b'SN'l=:f<AL..LY 1:./? 0\-\DWN. 1c' pot-'i::f., A\eS ~o \N I,.,_ 7 1 bl/.,, ClR0l..1=: L.,1>.'(t>i.,T No F't'r2- ?t..,t,.!--l wlitl U,..1-\t:>h('.:.i,.pF-, ~\-1171SCftb f:,f'fF<QV/:,.L. -+----r ~co L. pu,.. '( c)I::)'-!TEf:. ti{ t-\! i2-/>ul.A==--:w \-4v -CO I I II ' II 0vAL.E-,Yq = f ._0 vJ/ ,6,..LL-l?I Pi=:-P/>.N~ PP,.i NllSD (f=='U../l\.\l AT pµ,,ToRr, ___,___________ _ -------: play area B □ a. a. • i \-'\ f-'. i f .. C 0 :! ,. • .. ti .. .. -a 0 C (/) -·-ro -Q) "O \) I ~ ;,f q ~ ,, \il ' ..-- '<:j ~ C 0) ·-(/) ...... ' (J') ca Q) lo.. ro 1= (]) E 0. ·-::, CT Q) >, ro -0. "' <"i ... • ca (J -0 ca .0 (/) -lo.. ro (.) -0 >, -·o ~ ~ 0. .c (J ca 0 (J Q) 0) ro -(/) ■-date l1J..-!l•f:S • z sheet no. --- SE 8 i i '-.,_. I I \ -\ - Rf:'.C!l<GULA\ aJ':,TR.m\ \N l:,f'R},.'(l::l) C,ctJ~ ~Nt=L. .·• JC I I ·--·---+-------; (&,ff: PernL FOi<-t:;ot-JkT/<.J)C..TION l""\l=TttOP . . . Roa.":, -n, ee TN<t:=N 'FR.ol"\ ·0{?x:;K Pl Le ot-.1 01re b, ~~1 0 ~ · AAND.DML.'( W 11-!P-P-Pf'RCV,b,.l. OP-LANC0G4>-pe-. ->,. /1/ ___ . ---~--~--~. lJff'l-Y. )" / ' -/ .,..-'. GENERAL I , i . l ~ i I l>J □TE'.S I ,,,. .• • ALL Pi PE 1/2" TO .. b'' TO BE PVC SCHED 40, UNLESS OTHERWISE NOTED ON PLANS. 3. 4. ALL PIPE IN FILTER STATION TO SE COPPER TYPE "K •• r CONNECTIONS FtlR PIPE OUT i:tF i"ILTER STATION SHALL BE WITH ROCKWELL COMPRESSION COUPLINGS □R VICTAULIC COUPLINGS, UNLESS OTHERWISE NOTED ON PLANS. '{tlESE COUPLINGS TO SE EP□XY COATED AND LINED AND Tb HAVE SS BOLTS, NUTS AND WASHERS., SUBMIT SHOP DWG. PRIOR TO CONSTRUCTION. PRESSURE TEST ALL SYSTEM PIPE TO 75 PSI FOR .4 HRS. WITH t,!Q. PRESSURE DROP ALLOWED. 5 •. VERIFV ALL ·ELEVATIONS OF PIPES OR EllUif'l1ENT·ENTERINS POOL WITH ARCH, DWG. AND COORDINATION WITH GENERAL CONTRACTOR. b. 7.. PROVIDE 2 MEN (1) DAY, WITH HAND AND POWER TOOLS TO ADJUST MECHANICAL SYSTEM PER DESIGNER. MISC. FITTINGS MAY SE REllUIREJ) F□R THIS ADJUSTMENT. l;[JNTRACTOR TO CLEAN ALL PIPE IN FILTER STATION FREE FROM RUST AND GREASE AND -PAINT W/ 2 COATS EPOXY PAINT, BRAY. SUBMIT COLOR FOR APPROVAL. ENTIRE STATION SHALL BE CLEANED OF DIRT AND DEBRIS AND PAINT FLOOR W/ GRAY TRAFFIC PAINT W/ RED CAUTION LINES. SUBMIT SHOP DWG. PRIOR TO PAINTING. a; MECHANICAL CONTRACTOR SHAL.L CONSIDER ALL WORK AND EQUIPMENT SH□Wl-i ON THES!i, DWG.-ie: MECHANICAL,-ELECTRICAL AND HYPAL□N . l WATERPROOFING TO .SE A PART OF HIS CONTRACT. HIS GLIB CONTRACTORS SHALL BE SUBJECT TO THE APPROVAL OF THE ARCH. AND DESlSNER. I . I / ~ I ;1 ,,----. ROuK0 G?f=t-\E:f2,b,-L-i...,{ ~--- _ 11 /' 1 ~oWf\!. ( ' 1 ; / l .,I/ \;i- ' \ . . j ··:-: . f --~~~----·-·---------···-·---+-- rAJ~;01ANN8,L I\JTD 2--- -\. t't-R.T!::> H~. ·~. 01Pe '-..,,_ ;10 ?.i::. Af ~)(, "1?1 \,I I i;:,e, ---A..,t,.c,e. RQ,:'.,f<b Gt~i'-4!=:!<AUX-: ----~ . .. ----. ·-., ' ·--t'b 6Ho-.,J N-:---··· ·. ~-- -0. t,J..-," t . ,:,_J;.o D ·. i-o -:, ~:i===f.!.e.!..'..-~ -----,0..,d-; ,,,~ ,.:A ··-., -----~..:.,_~,~-.. ·~--,..._ PUMP TO BE ABS JUMBO -20 W. SUBMERSIBLE. 200 G.P.M. @ 40' TDH. 3" THREADED DISCHARGE. 460 V. 3 PHASE, 60 Hz. -3.3 H.P. PROVIDE W/ MOSITURE SENSING IN .MOTOR •. PROVIDE W/ APPROX. 100" □F CONT!IIIIJIJUS CONDUCTORS FROM FILTER STATION TO PUMP. PROVIDE W/ STARTER C□NTR□L PANEL. PR□VIDE RELAY IN PANEL TO ACC□MODATE. STARTfNG W/ EXTERNAL MOUNTED TIME CLOCK. SOURCE OF PUMP AND PANEL -FEDERICK PUMP COMPANY. (JIM HOWE). <213) 268-9941. °'-J /-~ ~ .( , l-~ .}. -- ""'-/.. -- -:-:-r--'-+1· - , . .-... ! ~-l .,. -___ .,,_, ·--------.... ,-·---·-. ~ ..... i ~ ); j, ' --+--.,----~----_.____.___~ _ ____________,__ __ . ----i-·-- additiVe' alternate # A · i , b-( ALL--it£MC, ,, __ .t--.,::,__ ".-'-1? '-"'=-=---.--.,--__ ;..-..--,--..------'- " t:. i ------L--t I ' ' ' ·y NOTE, ALL PROPERTY LINES, EASEMENTS AND BUILDINGS BOTH filCISTINh AND P.ROPOSED ARE SHOWN 9N THIS SITE PLAN, • J ' -i ' r I I I l . ~· --··--·--41----c_._:.--•-,;wif111,~ .. - i ,. 1 . i j I ' 1 ' j 1 I 40' ! .~ -! ! I l l I ,.,,,2 ?OP] I I F • ,M;;_ WATERSCAPE ., TECH~OLOGY Inc.,, "P.0..80X32-l.& , CHATSWORTH.. CA '81~;~32113 )0C C "'<: . 0:- £ ~ b #'s;s<" 1!1' v· " . . " . u «1 1 .. C: i s ~.· • _, i I f L.. 0 - C> C: ·-.rl E ::::, -a. □ "•';},:, ,•, 'ss•'.C' i!;"i. ,-,,., ,'' '·' ' . ' '~ :,'414., i,'<s ,J .':J'/..'.},;-. ", ,,, . ... ,· t ~ -., ~ ~ ~1-. . ,. .. ,•n'< '~ '•1. ""-:~•''c ;,:,, ;•., ,f;' ;~~ "" .. ,· '.;:..,. ";' < '. -',, l -: .' . ' ' '" ; . .,. . •~..j:,c:,. ·_ ,\ '>;;i/t,t,\' ,,· '.·• '{+.:,:~;::-, :' o/ ,(, • ~,~--\f'.~' ,. ' " ... ' . ~ -t' ~ •. ; ;,·⇒ ,r ,·•. '· . ' ;, ; ,. . . ' . ,, ~ ' ... " ., . .·''.,:',': -~ J \ ~--,., ' ' ~t", ""'-'. 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' ~-g;L,.K., f'ILA0ie.l<-i..J/ ~: ='fl 4-#=0 -/i;;i,:~, ...i/-#''-? ;1e,<e, -" r 6 fb"a,,:, 'D "'~"'UT «>ol.-10 1 -/' ' 01 " D / ,4 • t> f,'.; 1 e,e ,Jr A'? .;;-low ,J -------•-* 17-----. · ~ ...,,,..-- • r .,.J __ +-J '----c:o ~ · f 16\ , --.. ----- non-bearing block pilaster 9 - - • ·1:x·--t . ... ~ --------------½--~ ~ 4-'3/~" f M t,1e, 1H!4J 6t,f. 11'1"' 1,1...:::=tt---0 -lf 1 ii~ TI vl r Tl-! ,il '511 tl'f' l?'f' "IMF'"""7N u-.c; (fi,~ f'-,>i.lc;.ft ?Ur Lt)l-1f';,e,,:. J C-"Ll.lMN ?Af' W~ ·"'/'1 1' q, x le,," L"t-lci A, B,'-s v,li;;.u:;,~ 12> C::1,.f"@ 91>.,.,e,, + ""£.:T' ,tJ'fo f3LK, f'll../'<':>n:,,.;:_ -~ <'F' .::oL-IJMN. ; - ~_ff---t?z."vU'.,, ,'!'f'. <r tr - ', • • ,,. . ' i---(,?, c;,L.L(-L.}<f-1 ;t,f,f, I h I wt P'0.:? ~ c:?<?e. Cfi?~ i<oUCel 1-l ,:;; u-r i,.lJ,vlB,5,R. i.¾l':-ofJ 1.-Y 1--1 6 ''? ) beam connection ~, C:::, 1 x :'.;, ~ @ Z 4'1 o,e.. Fi: I PPu? To l?fc!>-I ~ "'"/ I, 1.:;,~ "foi,;. NAIL,/ RA F",e.1'2- IZ, c., 1.,,. e, ~. e4e;I',,,;, ~, eJ/1. -i&J / ~L..K. 10 KAFTe-rz.-~ f'R.>ylt?S. 6~.@ Hl&-IH fb1N1 / e ?~1-l't ~ of nl E-f<Oo f, / / /c ,'j - I I _/' rz_.,:::,, ~ )I. /(A.l"'"-rt.~ I"-. c::.. ~ "J~L-1 o e,t,.j<'..""" e 2:,1 ·"" ,· ""•?, w/ -z.-, ~ / f3L..f'--. 1 o F--A-PTE:.R __ __, ripped rafter detail 7l11T[ 111 11 I I I 11 i I rl I I 1 \ I! I ll • • , blk. wall & pilaster connection 01>111 e!le'-;,.O Jo1f.ll<s, C'">'l-"a.,;, IN Fri"."T c.qj fc-~ p.._e,q,/f.., ,:;,, IZ /,. i?"'c:;., ,,,,, II 11 I' '>1,t "' • 0 I% I\_ j I 11 1---o ""/, JI 11 11 -,~ s -o \~ ~ --,l F!.Jl<"i:>H G,J<j,,,p~ -_'._1 ~1 r =z~ .... ~-' ---.... r;_~ ____ ~:._,i ,I, -#'+ ~i-1-r: ' :, 1---l?'F H-"'U... 'f F°\6'\. I'-zY I 7 6 5 -. r 1 1 glu-lam beam splice I \ I • I \ I \I/ \ ,- !( -~-~L-U-l.At-1 E!>M. c?f<:.. f~IA -~ 1, t , beam connections r • / -·- 4,/411 , I Ii r~ :: ! .... o 3 I • • 2 • • II> -., 'II D, D, ., ,. C 0 ·; ·; ID .. II> -., 'II -I- 0 C en -·-ca -Q) "C I,,.. Q) -Q) .c:: en Q) -·-en () ·-1,,.. 0 -(/J ·-.c:: ... "' C') □ '¢ • ca () R "C ca .0 u, -I,,.. ca () -0 >--·-() ~ I,,.. ca C. .c:: () ca 0 () Q) 0) ca -u, •■date I /,Z..J/,'Cf5 i sheet no. SE 16 • l • ,. I ~ ..:.i 1-' * I I --•-------_ .. ----+-Z,<', - ij l -w -----------+----=---. -+-----l--------+----,~~ ' I ' I SEEP MIX 'c' 2 MOfi ALB _ 3 _ PLA C -_q QUE. 14 ±30 1 FUBUS VITIFOLIU?-4'0C 1 ELANT_e -t' F"f<-DM 'iOF OF E:iANK ' _ Pi.LANT THE FOLLOWING PLANTS ON THE.. e,.t,,.,t-JK A'S DIF--E.CTED oY LANDSCAf'l';;. A-rcl-l · -20 Al<'BUTUS UNE.DO _:_~, _ ,oMA""OSTAF~~b~ C2Jv~F<-s1FoL1A+ -~~----ff-,-!DT\NIA--A-TFClUA --- - 2.. f'.HAH N U-S C F,QClt::A '-. ' _ /1 __ UR TUL"" \, 30 f<.IBE."::> <oANG,;LJlt-..l~UM I 5 f'!.HUS LAUF-lt--.lA. -30 roNNE.YA GOUL TE'..P,i -10 SAMEJUCUS CAE.f,lJLEA Q / ---+ _-- ( -f~' ~---...... +-~ ----+----+---:---t------:;~---- -_ _.__, --------------------+--. -• K ~"'"Fl".::\:-----~:::t~V<"'~IT-:::::;;..::-_, .,-,,-...,..-I .f ! -I I ' ! I CHI ' I l GA-M_ S S I I { ' I ----j3 - -------_, 11-----·----- i Ci I I ' I ' \ I \ ' \ \:,J' I I I TUR.F -----l e_'L_ l.N f',HQ ' ( -:) ------l_ _ -+--------------- \ ' \ " i \,r -· . ' ' ' ' . ' \ ' ... , , ~ ' ' V.;,,' ·~ _1// \, ',_ • v ... ·,· ,,_ .,..__....-:, ' ' ' ""/.." '' ' . ' ' ' . . ,_ '~-~ ------' ' ! ---:3-Z : Tf(.J __coN / I I I 1---w LIM r~ 1 \ \ \ ~ -, . /· ft _ .l3 CAL CAF -+-~,-- / IN,332,000 '· -+--------+--'-•:.......------,--¼--------+---------t-----·------t;..N'....;33;_1;_,800 ______ _ ·, ' ! ' ' I ' I I l ' I i ' I ! : • §_ 8 ""' -w N,332,800 _/ .; I ' : I l : I . I ' .' i ' ' / ; ' ' r J : ;·' ,l ,. ' j j , ,/ : I ! . ! I I ., 1 ' +3:2.IJOO l ' • I ,: ; I ; + I ., - I ' I I ,. ~ +- Scale 1" = 40' I ,. . • . ~ • ,. • • • C: .9: .! .. ! • -3 ! ... ~ Cl) ro Q) - 0) C ·--C ro -C. □ ,.; ..,; .. sheet no. L 1 • ' • I '· f ' 5-lS 24" ":lcO", ~Q&fillli~~ 4,. • l!'I ii M.N COR AL.'TTJS RllOUBifOC.IA CALOCBDRUS DEc:JRR~S CJu. CAT CER OCC WEST"'-RN &EDBOD El.IC CIT JWCALYl'T'JS C1:T!!.!CDOAA ' E'l/C FtC' E!l"C11.l'..YPX'JS fICIFOLIA RED-FLO~WG G;JM "E'UCAL'tl'TUS S.FAT-fUL.A'!'A s;.AMP MA.LI.ZE t'IC HN FICUS BENJAMI~A · WEE.i"ING CHINSSC: BANY;w .RO~ PAN GOW-EN'Rl\.!N Tru:3 L:QUtP?J'1BAA ST'fRACIFL~i\ 5-.IEET G't.1M L!R l'IJL LIRl:OD.E.NORON T1JLIPF:E:RA rin.n-rR.Es MOR ALB MO'!.US ALBA W'dITil Mlr..13EiraY PIH TOR CALIFORNlA S'.ic:;i.MORE QUE AGR Qm!RCUS AGRIFOLIA CCi>.ST LI"./E OAK SAL LAS SALIX I.A.SIOLEPIS ~O WILLOW 'l'RI CON BR.iSSi\NE SOX S12.t..'!IS AO•HYB All-UTILON H?!fR1DOM "O:il..l!NGE" Af.e lJ"..E il.aBllTIJS '!JNl::rJO S:"'IUW:l-2RRY TR.E::E: CA!>!ELL.IA JAPOl-lICA "5011 '!OP-I:?:" 11 CH.11HD.LE..."U: !l:~:!:G.\."'IS VAR" "KRAt'IER' S SUiR!:re" "Sh"I;:l.0 C!!AN" CAM s;.s CAAE!.LIA SAS;\liQ!J'A ~sei::::s,U-GAS<IIRA" ''!; -= -~-" ----~----,.~---=-~~~ ... ,-_,...... . ...,.. . ....,... C/IMELI.IA SAS-ANQUA "S~-NO--SAXAE" S'llMMERBERFY -OUSTIC?A C F02NICJ\. i i 3 '7 .,. " 5 " 11 • ' 15 " J5 l ,. 7 ' 7 ' MAH NW MK!iONU NEV'IH!I -NIV!NS BARBERRY SO HANDU,A DOMESTICA COMPACTA COMPi\C'.!' !U:.11.VDn.Y BAMBOO f8 fHOTINIA iUl.BlJTIFOLIA TOYON 3-0" PrT _T08 PIT'I'OSPOROM TOB:RA ~WHSELER DWARF" ,. UEi lOO - ' 33 " l 4 "4 10 lGAL,MAX l'!':!I.t:;,i M\JL,-1 VAR. "PALO AL-:-0" FRUIT!~G VA'il.I"i:J:'/ 1-'-'"-•_Y_o __ ._._=_•_L_YON_r ______ .,__,_"'-...:'.:."'-"c:"'.:."";;;';__.,_ ___ ,:.,.;'_:' ____ ,. ______ _:__..j .~,i,.. .RHAMHUS CROCEA llDE-Eim.Y " RHY JAS LIM PER ruros UURINA. LAUREL S\JMAC RP.YCHOSi'Elm!JM JASMINOIDEIS :S:l'AR JASMINE 5' JiI.aE.S SANGUINE-UM REO ~RING CllR..'VJn JO RUl!~S VITIFOLIUS BLACK3.ERRY 3~,S ROOTD Cl!T'GS ZATJSCHNE&IA CALIFO.RNI)'.:k GROm-mcOVERS COPROSMJ,,. RIRKl:I ,. rJlill.Q~ ~ILOENS11i GJi:ZANIA 1lIGENS LE:IJCOLAE:N.1t. OM.!FO!rnIA FUOISU. "SL'NRISE YELLOW" ~LING GAi!;A?.I.A VJ:NCA K!NOR PEP":i:rllNK.r.E ' ' l i ' 10 " " .FL,t,.TS, 2' OC FLATS, 18"0C l"UiTS, 12"0C +---~---------+-- : planting notes. SOIL AMENDMENTS: AtL LAWN AREAS RECOMMENDATIONS. BIDDING PURPOSES). SHALL RECEIVE SlQJ4"".AME J;S---·--- SEE SPECS. (USE QUANTiiY PER 1,000 SQ,F , FOR 1. 6 CUBIC YARDS NITROGEN STABILIZED ORGANIC AMENDMENTS, 2. 15 LBS. COMMERC~AL FERTILIZER (16-7-12 + IRONI. 3. 100 LBS. GYPSUM. 4. l O 'LBS. AMMONIUM SULFATE. THE LIST PLAN PLANTING P~ANS ARE ACCURATE IS A Guroa ONLY' CONTRACTOR CHl>CK. "J > FOR PLANTING ONLY, THE PLJINT SHALL VERIFY ALL QUANTITIES BY < ~ ALL TREES;;· SHALt· BE PLANTEb MINIMUM 10' FROM SEWElf AND WATER MAIN LINES. I~ IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND STAKE ALL SEWER AND WATER MAINS PRIOR TO PLANTING, "' AMENDED BACKFILL FOR PLANTING HOLES SHALL BE: 1. 6 PARTS BY VOLUME ON SITE SOIL, 2. 4 PARTS BY VOLUME ORGANIC AMENDMENT. 3, 2 LBS. IRON SULFATE PER CUBlC YARD OF MIX. 4, 1 LB. COMMERCIAL FERTILIZER1'ER cu.~. (12-12-12). PLANT TABLETS, 21 GRAM TABLETS SHALL BE PLACED N!; 1/3 THE DEPTH OF PLANTING PIT+/-2' FROM ROOTBALL APPLICATION, ' BOX TABLETS 1 '. 3 1 PER HEIGHT, 1/2" TRUNK O OR PER FT. OF SPREAD OR WHICHEVER IS GREATER. " ,j! TOPSOIL: I T;PSOIL SHALL BE A FRIABLE SANDY LOAM CHAR!CTER AND BE FREE OF ROOTS, CLODS AND STONES LARGER THAN ONE INCH. {25 MM) IN GREATEST DIMENSION, ~CKETS, OF '.J;;OARSE SAND, NOXIOUS WEEDS, STICKS, BRUSH AND OTHER' TTER. I-ff SHALL NOT BE INVESTED WITH NEMATODES OR OTHER -UNDE · ABLE INSECTS AND PLANT DISEASU. THIS TOPSOIL SHALL ALSO MEET T FOLLOWING REQUIREMENTS: ,,. , 1, 2 • GRADATION LIMITS SAND SILT 30% MAXIMUM. THE LIMITS SHALL BE AS DEFINED ~ ~, 50-80%, CLAY 20% MAXIMUM, AND SAND, CLAY AND SILT GRADATION IN ASTM D422, -PERMEABILITY RATE -NOT LESS THAN O, 5 INC3HES ( 13 MM I l;!IR HOUR NOR MORE THAN 2 INCHES (50 MM) PER HOUR WHEN TESTED IN ACCORDANCE WITH ASTM D2434 OR OTHER APPROVED METHODS, AGRICUL'.!',URAL SUITABILITY -THE TOPSOIL SHALL BE SUITABLE TO SUSTA~N THE GROWTH OF THE PLANTS SP~~IFIED, , J , COF l<I • • ! { --4------1-----"'I---· ---+-----+----~ I + - ' ' "' \Is. TUL. .CAL -EC CAL D£q +--- ' TUKP 14-h"f ' ' ' . ''' ' ' , ', I TURP 12 _ )-<OE. Ff'.U LYO ,' ' . \ F ', I ' ,, '' ' ' ' -- .-SEED N11X 'c.' '' I ' .. I ;~,;Sf::_ED '.MIX ' 1 I I I __ ...-+ ____ -+ i ' I : _J i-.: ~ .' -;_ , 1:, C E.f. _oce, • )j:s;:;---Jr;iff-j-=-=---""--=---=---- + I -{,-'=f=lt-=Q=U=E--'-fa&=·. _,_R;:_:----------· . . ----.. .,_ ' .~. ·:.~1,::1 . ' ' ' ' . ' ), \ : ~_,-:, ~_:· H"l--il f , ' ,, ', , f ' MAl-10"-IIA NEVI N!I 3-0C- FLANT 5' FROM WALK E.PGE. -+-- 7 -ARB UNS CAL l'..AF Ffc..EE.N FM Cl-\\ ,. 9 CAM JAF ---V-::f:::-.-o_ +-I I jScale_1_"_=_4_0_' -+-----· -·---Na.a-2 .... 0014--1 _ ' i 3 FIG~ I . I • ----·----. ---.:.-::.~;-::.. ~------=--~-' -CC-~ ----:.__~:~ __ ±_ -~-----=--~~~ I -.P:. ----• --~--------------------------:::----, tNOTE: BASE BID SHALL INCLUDE SUFHCIENT FUNDS FOR-THE CONTRACTOR TO r SUPPLY AND INSTALL TURF, HYDROMULCH OR GROU~DCOVER IN AREAS"DES!GNED J ~ :,FOR_ ADDITt ~~T_l;~N~2~? ~OT INCLUD~D ~N, TH,E JI_Nl)l,_IQJ'[&P,CT, , __ , -~_:.~ i I -1n ~ --::::s 0 >, C\1 - 0) C: ·--C: (ti -Ci. date □ l i 0 0 I I L2 ' .. ,' ~ @ ' I , SEE 1"•40' SCALE DRAWING BELOW FOR CONTINUATION . • I ,i,f "' . l~ ,;~20' SCALE tjRAWlNG AIJOVE : _F~R PLANTER AREA \RRIGATION ~-!!:::a,-, ' ' ' I' 1 i I / I . 0 I'' ■ b'' /IJ/, . :. I' / ,, • l I I ----. -----+-- ':)'-----·- ,, .... • ~•' -+ I g 8 ": -w li,332,800 +-I ' * I' ,, -----; ~~ .._,,---,~~ ~ 1 B'.l '-TENSIO!f[TER -STATIONS AB THRU A15 ,, .. I' " ~ A3 ~ i --+-- "' 11• . 1" .. I t' . ce--· ~~· ' ·-. A3 ,.1 '1, I ~ . - ~ / ,, G ~11 ,J , 20~: "J ~II Ii\, A6 • 1' I" <ii ~-.. •1· .. -·· ' ' I ! ' Tl:NSIOll!:TER • STATIONS AW TllRU Kil "' ,-I i ' I I . . 'l ' " ,J '/ ' . ' ' 1 ' ! . ' ' I ' 'i! . I' 1/ INSTALL CONTROLLERS 'A" ! "$• IN ENCLOSURES ON OUTSIDE WALL, ~OCATl(l'I Pi:R LANOSCAPi: ARCHITECT (1'-1',-~Z) , -I , o- ' -~ ~ r t/ . '/It, .. -..< ------"""••-+------- - ' , iABLl!: OF'SPRINKLER ARCS._. / . - t, ' • ,• ;-. ··,.,..:Z-,4--/ ,. j_ 1 li'Sf AI.L \ t' vl.:E V -'3 'x I z'. . ft:A-c',,~V\':L-\"'A\? \AIDO I-:\ D W /\ 'Tf' R:.. - ~ AHD ~y ~MBl--)', (l 1o ?~-SlD~) wl'M11'clM. c.~f7--AY'fl-W\ln z;,._ \d' "1:£'.t>v/001? ~A~ l-l='v"E:..-. w\1\;\'AOJ011'\ 1Mb ~ff'~":::>. / r ~ ' I: ~o• 2, 10a· 3: 127" 4: 148' 5: 173• 6, 1n· .. · ·r,--233• a, 110· ---------+--·----------. i E~IST!NG J• OOMES IC WATER METER IP,0.C. FOR IRRIGATION CONTRACTORI MIN!Mll'l STATIC PRESSURE 150 PSJ. MIIXIMUM IRRIGATION OEMANO 220 GPM ' . INSTALL 4" REDUCED PRESSURE BACK OW PREVENTER !N SHRUB AREA INSTALL 1t·PRESSURE Rf:GULATING MASTER VALVE. sn @...£fa__ PSI • ' ! i ' . --___ , -1. -· -- • -I Scale 1 n = 40' I ' I I i ,I 1 I ' ' ' ' ' . , ' ' ' ' I ,. • • • ~~.,, ,. . " <a ~LO· F PAJl,E ~ ~ N 6~9 ., ~ -, * 5~ ~, ' ! . . ' ' i •. N'TE: B;S; ~ID S~ALL I~~LUD~ S~FFICl~NT FUNDS ;OR tHE ~ONtRACTO; TO,--,/ I >~PPLY AND INSTALb IRRIGATION EQUIPMENT IN AREAS DESIGNED FOR PROPOSED 'i '-ADDITIVE ALTERNATES WHICH WERE NOT IN[LUDED IN THE CONTRACT. , .. · r ""-· ,_ '~ ♦ I :sib.. ~ ' ~---· , __ ,._'.;__j :_£EE SHEET N0.__.1'-'~?J"---FOR LEGE~D._ NOTf.;~ • • • " ' ;i~GE· • :_1,,rlgaljOn Cpospilant ii1-6 Ar~'1da ~el Mar . ~ulle 'K', -I -Sari Clemcn!e/ ' , ;.c.a.111-o.rnJ~SJ:2' ~.~~'.!~'!1~;).B~99~ ' i j i ... □ • ca 0 j C/J -~ sheet no. I \ --,- ' ' ' • • • ----~----~· <> ! i )NSTALL SHUT-OFF VALVE IN PLANTED AREA, FDR USE AS ~NECTI~ JO STREAM/POND FILL VALVE INSTALLED BY GENERAL CONTRACTOR , 'TABLE OF SPRINKLER ARCS 1 :, 90" 2: 108" 3: 1az; 4: 14B" 5: 173" · 6: 19]-; 7: 238" : 8: 270" + - • • ' r I' I I' -<1 t! 1Vt ' -<1 11/,, " I l,W 11(, 1•~ ' ¾, -~ D I ~-/, I (, ,,~...... [J] I .1::--..r-. .f'/! I '. --a, TEIISIOIIETER -S TIONS 01 TJIRil 06 INSTA -tA I I I ' 41 '.!: : ti -r--------+------------t,- (NSTALL CONTROLLERS ·c· I& ·o· IN ENCLOSURES ON OUTSIIJE WALL, i LOCATION PER LANDSCAPE 4RCHlTECT (14:'.-·#) I I" If(, I I : -., ---' • -_!:,_ -c'<-T_•"-::.:' -- ... • ' -+ ,_ ' ;, ------·--H-')( \ ti'+ l"l--'I,....,_, TrnswMnER __ STATIONS c1 JHRU f4 !Scale 1 • = 40' -------+-------------~-~--+--. -~ I ! ' ,, • C _]!) I' - ---------- --·"·--.. ~ ET i _£;/___ PS! E~IST,(NG 3" OOMEJ,T!C WATER METER IP.O,C. FOR [RRIGATION CON!RA9l:OR) HINl~UM STAT!q PRESSURE 150 PS!, MAX!l\lJM LRRIGATIOII DO\AND 2!0 GPH INSTALL~-EDUCED PRES~RE BACKfLDW !'REVENTER I -;·-• .,-..-=.--• ---··---::---·-···-c-------,--•~---.---~--;;-~,------------:co,------ > -' NOTE: ALL PROPERTY LINE!!'/ ~SEMEN$ AND -BU!LDINGS BOTH EXISTING• ~ -'---.,_'.__Aiuf PRtlPOSED ARE iijlOWN QN THIS ·srt:E P!fN, • ' • ¥/ " ____ ,_ -_.,,.P ___ ------~----· ------------------..,---~---~--. - - 1. • • NOTE;,,;;AsE 0-i □ 'sHALL 1t1ci:uor suFF!ClENT-FUN-□s FOR-THE coNTRAGTOR ro , , ! SUPPLY AND INSTALL IRRIGATION EQUIPMENT.IN AREAS DESIGNED_FOR PRO~OSED ' ,, ADDITIVE ALTERNATES WHICH WERE NOT,INC~UDEQ IN THE CONTRACT, 1,f,NDSC4 $EE SHEET NO. 1-~ FOR 'LEGEND.NOTES --~_.c.,_--0 -PAIGE ~ :::t , ~ -I * ;;-:-_..,~ _,, * ( • I i g ... ..... <n , C CCI 0.. C' o! ~: CCI . C) ·-t:: ·-' .-i .,.; r--' 1 . . . "' ' -."·"'-~;--- ~ •' --. -" • ' - , . ,,, -. . -' ,.., • I'.-- -. ::..--"l!:Jlt:._ ''·. ~\ ' -- ' , -- -:,a,~'-·;:,.. . -'~ . l- ' ' ' ' • f --. ""; __ --~"•;--: -· . ·-:·-·:~·-;·';:,'.l-;1_N_ST-.A--''~'--L-A~T-IO_N_N_Q_TE_S_, t_-'-, -_-:,:·......._:-"-J.· - ' ',' ,::_ ;' - "• -' \ • ~ • ' ~ • • -~ I •· ~ 1'-:CODES: ·1NsTAL~ All M'ATERJA~s ~o COMPLY w11H-APPL1c~s~t\:0DES AND o~DINfNCEs; As CALLED FOR IN PLANS -.ANDSPEC\FICATIONS_. , , .. _· .. -:,:,,. . ' ·_ •D[MENS!ONS: ALL SCALED DIMENSIONS ARE APPROXIMATE ANO DIAGRAMATIC, COMPONENTS SHOWN WITHlN PAVED 'AREAS ARE DRAWN FOR CLARITY ONLY, AND SHALL BE INSTALLt:0-W!THIN PLANrED AREAS WHEREVER POSSIBLE. , .., -·1 • • · PRESSURE: VERIFY STATIC PRESSURE SHOWN ON DRAWINGS PRIOR·TO CONSTRUCTION. NOTIFY LANDSCAPE ARCHITECT --- c IF LESS THAN THAT SHOWN. . · . -.. -- -: ' ---_ BACKFLOW/CONTROLLER LOCATIONS: FINAL LOCATION SHALL BE O~TE!t_MINED BY LANDSCAPE ARCHITECT. DISCREPANCIES: CONTRACTOR SHALL NOT INSTALL SPRINKLER SYSTEM AS SHOWN.ON DRAWINGS WHEN IT IS OBVIOUS · IN THE f\ELD THAT THERE WERE UNKNOWN OBSTRUCTIONS. GRADE DIFFERENCES. DISCREPANCIES IN AREA DIMENSIONS, ETC. • UNTIL SUCH CONDITIONS ARE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT-. - PAV'i'NG: ALL PIPING UNDER PAVED AREAS SHALL BE INSTALLED PRIOR TO PAVING WHEREVER POSSIBLE. INSTALL CtASS 315 PVC FOR SIZES 2" AND LARGER, AND SCHEDULE 40 PVC FOR SIZES 1!" AND SMALLER. INSTALL SLEEVES AS CALLEO FOR ON DRAWll'IGS. CONNECTION: All PIPING BETWEEN WATER METER AND,BACKFLOW PREVENTER SHALL BE PER LOCAL CODE. TRENCHES: INSTALL MAIN LINES 24" BELOW FINISH GRADE FOR SIZES 2" ANO SMALLER, AND 36" BELOW GRAD( FOR SIZES 2!" AND LARGER. INSTALL SLEEVED LINES 36" BELOW GRADE UNDER PAVED TRAFFIC AREAS. INSTALL LATERAL LINES FOR ROTOR SYSTEMS 18" BELOW GRADE, ANO 12" BELOW GRADE FOR SPRAY HEAD SYSTEMS, ON TEMPORARY SLOPE SYSTEMS, INSTALL PVC LATERALS ON-GRADE, SECURED TEN FEET ON CENTER WITH #4 REBAR, 24" LONG, BENT INTO "J HOOK" AND DRIVEN-INTO GROUND. STAKE IMPACT HEAD RISERS WITH 3/4" x 30" LENGTH OF GALVANIZED PIPE _ AND TWO STAINLESS STEEL CLAMPS. ELECTRICAL: LINE VOLTAGE WILL BE PROVIDED TO CONTROLLER LOCATION BY GENERAL CONTRACTOR, WITH, IRRIGATION CONTRACTOR TO-MAKE FINAL HOOKUP AND INSTALLATION Of REQUIRED EQUIPMENT. , WIRE: INSTALL #14 UF DIRECT-BURIAL IRRIGATION WIRE. COLOR-CODE PILOT WIRES. ANO INSTALL WHITE WIRE WITH · .plFFERENT-COLOR STR\,PE FOR EACH CONTROLLER. NO SHAREQ COMMON WIRES WILL BE ALIOWEQ. BUNDLE WIRE TOGETHER -0 AT TEN FOOT INTERVALS, AND TAPE TO MAIN LINE PIPE.• FORM 24" EXPANSION COILS AT EACH CONTROL VALVE, CHANGE OF DIRECTION, AND EVERY 100 FEET OF WIRE RUN. µSE EPOXY CONNECTORS, AND SLEEVE WIRE UNDER All PAVING.. _ ~4Y~F-'i-o-., • • , --• -VALVE BOXES: INSTALL VALVE BOXES AS SHOWN ON DETAIL DRAWINGS, WITH.STATION NUMBER STENCILED ON LID IN f • l<lHITE LETTERS, 2" HIGH. ~- ·SPRINKLER PRESSURE: ADJUST CONTROL VALVES TO PROVIDE REQUIRED PRESSURE AT FARTHEST HEAO SERVED ON EACH VALVE, AS INDICATED ON LEGEND. CHECK PRESSURE WHILE HEAD IS OPERATING BY MEANS OF PITOT TUBE AND GUAGE (ROTOR HEADS) CHECK SPRAY HEAD PRESSURE 8Y MEANS OF TAPPED COUPLING AND GUAGE. COVERAGE: ADJUST ALL SPRINKLERS TO PROVIDE REQUIRED COVERAGE WIT~'MIN/MAL OVERSPRAY ONTO NON-IRRIGATED AREAS. ADJUSTMENT SHALL INCLUDE CHANGING ARCS OF COVERAGE TO SUIT SITE CONOIT\ONS. IF DIFFERENT THAN SHOWN ON PL:ANS. PERFORM COVERAGE TEST UP.ON COMPLETION, IN PRESENCE OF INSPECTOR. CHECK VALVES: INSTALL RISER-SIZED SPRING LOADED CHECK VALVE (ADV) IN RISER UNDER HEAD WHERE REQUIRED TO ,fREVENT LOW HEAD DRAINAGE. 00 DRAINAGE SHALL OCCUR U~ON COMPLETION._ (ADV'S NOT SHOWN ON DRAWJNGS) :" EXTRA EQUIPMENT: CONTRACTOR SHALL DELIVER TO CITY REPRESENTATIVE UPON C'OMPLt:TIQN UF PROJECT. EXTRA -tOUIPMENT AS CALLED.FOR IN SPECIFICATIONS. _ - -MOISTURE SENSORS: INSTALL SPECIFIED MOISTURE SENSORS IN APPROXIMATE LOCATIONS SHOWN. LOCATE IN DRIEST ,AREA. IN FINAL LOCATION AS DETERMINED BY LANDSCAPE ARCHITECT. WIRE SENSORS PER MANUFACTURER'S INScRUCT\ONS TO PROVIDE OVER-RIDE OF GROUPS OF-VALVES SERVED BY THAT SENSOR. • NON-DOMESTIC WATER 'TAPE: WHERE C~lLED FOR ON PLAN (EASTERN SECTION OF PARK) INSTALL RECLAIMED.WATER WAR~ING TAPE ON MAIN LINE. TO PROVIDE FOR FUTURE !D(NT/FICAT\ON OF PIPING IF RECLAIMED WATER IS BROUGHT -TO -SITE. TAPE SHALL BE INSTALLED DIRECTLY ON TOP OF PIPE, FASTENED TO PIPE WITH PLASTIC TAPE FIVE FEET ON CENTER. TAPE SHALL RUN CONTINUOUSLY FOR All PRESSURE PIPE, AND SHALL HAVE BLACK PRINTING ON A RED FIELD WITH THE WORDS "CAUT!ON: RECLAIMED WATERLINE". OVERALL WID1'H_ SHALL BE 3". 'TAPE SHALL BE AS MANUFACTURED BY GRIFFOLYN COMPANY. INC .• P.O. BOX 33248. HOUSTON, TEXAS. (713) 943-9070. AS-BUILTS: CONTRACTOR SHALL PROVIDE "AS-BUILT" BLUE LINE DRAWINGS UPON COMPLETION OF PROJECT, SHOWING LOCATION OF CONTROLLERS, REMOTE CONTROL VALVES. QUICK COUPLER VALVES, SHUT-OFF VALVES. MAI~ LINE, AND 24 VOLT WIRING, DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE. . , CONTROLLER CHARTS: PROVIDE ONE CONTRb~LER CHART PER CONTROLLER, SHOWING THE AREA COVERED BY THAT ~ONTROLLER. SIZE CHART AS LARGE AS CO~TROLLER ENCLOSURE DOOR WILL ALLOW. EACH CHART SHALL BE A REDUCED DRAWING OF THE AS-BUILT SYSTEM. CLEARL$LEGIBLE AT THE REDUCTION CHOSEN. CHART SHALL BE A BLACK_L!NE -PRINT, WITH A DIFFERENT-.COLOR USEO TO SHOW COVERAGE OF EACH STAT!ON. AFTER APPROVAL BY INSPECTOR, CHARTS S~ALL BE HERMETICALLY SEALED BETWEEN TWO SHEETS OF CLEAR PLASTIC. 10 MILS THICK. GUARANTEE: CONTRACTOR SHALL GUARANTEE ENTIRE SPRINKLER' SYSTEM FDR A PERIOD OF ONE 'YEAR FROM DATE Of ·FINAL ACCEPTANCE AGAINST DEFECTIVE MATERIALS AND WORKMANSHIP. ANY 'REPAlRS NECESSARY DURING THIS TIME, _ IF DUE TO DEFECTIVE MATERIALS OR WORKMANSHIP, SHALL BE PERFORMED BY CONTRACTOR, AT NO COST TO OWNER •• -, ' -~~ , ' • ,. j ' I -l • _f-0?- (_ -r--:--. -' - ! ~ · (1RRi~ATIOf::I LEGEND -·,• ~I~, -,1,-•~~2 ~-;, d-~~ _-,~l f ~.h,~:;.{¾_~n ' - . . _:;~:.l1}r~fif ~?~~;f ';::}:";:::~.: -' ., ' (sYMBO~ 8 ( DESCRIPTION ', -•· · J ( CATALOG NO. -------------~-,--~ ~;_.( ~--°'? _>-. ~1: '•,_ -r,,:.,:....- • • • th Cl I!!, 0 i j, ~ 'i f V V V " a t ! -t t 'i! )( t . ~ ) KOO l RAIN BIRD ' • IOTffi FCf'-LP (fUffR ro,,rnED) 12" HI ·PCI' ROTrn -)lt~1: l I l l FCf'-LP LAll,N s:MY (SlW+i"AT IC) LOW /11\Q.E STRE#-i :'FRAY O'l 6" HI-Fjl' " . • .. .. .. ff STD /11\Q.E STRE#-1 ffi¾Y Os 6" \:ll -RP l 1 l 111 l 9-R.B s=>RAY rn 6" H 1-FCf' l 111·1 187RCFC-P-l>RC INDICATED 187RCFC-Q-l>RC lr.DICATEO · 186RCFC-Q Flll CIRCI£ 42' 42' 42' 187RCFC-R-MC INDICATED 57' 187RCFC-S-l>RC lr.DICATED 1804-StiM/B12Q CllTR CIRCLE 1804·SIWB12T TI-IIRD CIR:LE 1804-SIWB12H 1-W..F CIRCLE 6D' 12' .012' C 12' 5.3 6.4 6.4 12.0 16.0 20.0 16.0 3.0± 4.5 9.0 .5 .7 1.0 1804-SIM/B15Q CllTR CIRCLE 14' 1 .0 1804-SIM/B15T THIRD CIRCLE 14' 1.3 1804-S/WBlSH 1-W..F CIRCLE 1804-SIM/B15F FULL CIRCLE 14" 1606-SIM/B16Q-SLA CllTR 'c!RCLE 14' 1806-SIM/B16H-SLA HALF CIRCLE 14" 2.0 1.0 1806-SIM/BZ20-SS C1lTR CIRCLE 18'. .6 1806-S/lWB22T-SS THIRD CIRCLE 18' .7 1806-S/JM/B22H-SS HALF CIRCLE 18' 1.0 1806-SIM/BZ2F-SS FULL CIRCLE 18' 1. 7 1806-SIM/B12Q cmR CIRCLE 12" . 5 1806-S/lWB12T THIRD CIRCLE 12" ·\7 1806·Sl'WB12H HALF CIRCLE 12~ 1.0 40 40 - 40 50. 5() 50 50 50 50 50 30 30 30 30 30 30 30 20 20 20 20 20 20 20 20 20 ... . :, l - ,I, 1 <;..,-• -,f' ; 1-2 ·l -· ' 181 ~ ~J9fltt¼.ll,~l9.:l'b\JEP'r.\~f.~IJ;ltf~too_M, 1.~tt¥1tj(X-I ~--. ' \ e ® $ EB e e 6 .... l!l --- --·- ----------_,. .. _ .. ,_ FEOCO ffi!OO.O RAIN BIRD APFR()l.£D R£ru:ED PRESSLRE El<XXFL(),I /J$ 'Y t,W,TER VPLVE (ffiGS..1,£ REQ.J.AT!I'[;) R&IJTE CillTRCl VAl VE REl'OTE o::NffiCL VAl vf. (ffiESS. REQJ.AT 11\G) OJI()( 00..PLER VALVE OJ\()( OJ.l'LER VAL'vf. ro-mu.LER IN El'CL09JlE B1>LL VAL'vf. H'YffiOV I 9::1< ( Ml I STl.RE SEi'J9J<) PRESS.RE MAIN LIii[ PRESS.RE MA IN LI II[ W/Wt>RN 11\G TAPE** - i'O'J-PRESSLRE LATERAL LINES SL£Ev£ FCR LIN£$ LtUR PAVlrl, SLEEv£ FCR WIRES L!UR PAV\!'[; E 1/'0ICATES (XMRQLER STATICJ,J ~ ' l VALVE Gf!>I V/\l\£'SIZE Ir-DI CATES SPRINKLER 'Ni, (SE£ T/lSLE) 'WATER OJIISERVAT 100 SYSTEMS ( 714) 621-5805 825-4" 2230NlW. 3" -fl~ ~: ~" SERIES EFA-CP, SIZE lr.D!CATEO -i . SERIES EFA-0'-FRS. SIZE lr-DICATED -. J 44-L\C. 1". UXX \rl, VINYL OJvER ;ft-6; 7 , H", LOO< 11'13 VINYL ('()\{R ~~f- l SC-~ IN LA W<X •~ VI I -A" 00.09..RE -~~;1µ»~); -~II?~ 5044, Llll[-SIZ[ (3" M-\X.) · 1/"'8' I ~-' HV7" 20-30cs, INSTALLED PER 1-'fG'S INSTIU:TICtJS Fffi ,1«'1" VALVE GUP Ol,£R-RIDE ---. ·' I \~: CLASS 200 P\IC. BELL-00, W/IUEER-GAS<ET F\TTII\GS (3"+) ·/•·10 · CLASS 315 P\IC, s:t\0/f-\,ELD (2". n•) \:lff!• 8)£11JL£ 40 PIIC, S:X..VENf-\lELD (1½" & S'W.LER) CLASS 200 F\oC, Bc:LL-END, W/ITTffR-OO<ET FITTII\GS (3"+) ,. CLASS 315 f'IC. SXVENT-\IELD (2", 2t") ro-JEIU..E 40 PvC. SOL\/ENT-\,ELD ( H" & 9'\ALLER) QASS 200 PIIC (SCH. 40 P,C L!UR PAVII\G) 921£WLE 40 PVC. SIZE INDtCATED 9J-£OJLE 40 PVC. SIZE I ND I CA TED • , .. INSTALL RECLA \M:D WATER WMNI I\G Tiff PER NOTES \ ( f ' I ' (- ... -' / ' -- ~ ' -. f • . -' /Cc, ,, i -)''. - ' ,, ' ' . : ~ '"~rt{~_ _ -. ' ~~..,.-• -;,_:, .:-';:.,. ~ -:_ .... ,,.._.,~-' i~d; ,!,;!._..\I· ; -;_~ 1n1gt.t10n Cc~S~ ~,. - .; -;. 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' I ... · . :t - ' ' \ ' \ ' ~~i' • 1 [ \ ,I ' ,'... : FLOOR PLAN • . ' ' ,' • -,-t:::i;:d __ -::::_:d~==t==~-,--,i-- ' • I MHIC "'- I/'- 1 I I I ,,._,.~,-1 ~ Hv..,-..-...-, I (IVVVV> I ~0 DUE ft!YIS,ON \'). -5 ·""--"1»,JCl-<!,<,IC• 1~•A·8"' ,._L MAIi( ,, " /" ' ' ' , DATE ' . , E ~ ' ' ~• " -,, . . ·~· ~-•.>-• . I AE'r'ISIO"' /DATE ISSUED . . ,. ' . i-- 1, '1· 1,..,.,,..,...,,,, ~IY . ORAW.H--'fi D-A.U: 1,oJ,2,0. j-,, .. ~o• No:·-b6 3-o ..: I r --CHECKED SY ' . ---, t . ' I 1-Z. . 4 ~ -- :-;r/~ Fl l><"-:.1iii1o1ri~~-'--- ' ~ .. , ~ ' ' I \ \ I . ' ,. \ \ ' :...~$~ ·*: ;',~ ,--_., . ' . . , ' . . . ' . . • /. , . ' _. , . . ., ' . ··-~·-~·--, -- . : ,L :,_,.,., --. ,_.,,._. ; ' ' . ' -~ }sa",3 I •. -:,. if .:4·_-,,,1-~ . I 1 ' :: ' .... •• j' ,~ .. ;·' -' ' , ., .,,., ' ' . _,_ .•' "~ I ' ' . . ' ----' .. ~. ·,11, - ' •' -, . \ ·:;,~> ';'"''-~. _, .:•--=-•· ·- • -' J ' ' ·•. •' ' ' -, ' - • • , • , • ,· -r •, ·-. , .,. • -e l . _, ·1 ). ' I i • • + l t • .. ' . . • SECTION i ~ ' . , \ I ._.,,,.., ' INTERIOR ELEVATIO"' J \ . .· l ~-nu.;.l(t,:?F -" PEL' ~ ' j I I J I 2..LA~ Yi'~ A..Y.eP ) / ! ·- .,. ' ., ' i' Zx eLa. Kli-.Jl.a -,-.,-P, ' EB -. , . l 7',-f?~u, • I , ' . ' I ' ·11--""I .... -··\'!==-= ._ ' ~•I ' =~l=· ~-·-~· ~~=~~~ ,._.,.~- [==~==----~---=ii-=-. T . =-. ~=--------""-=---:C~---=-'•~---=c;::::.,c:-'""-"'--"---~...;,c=.;c...~~-~--·-•-• .CC.--'-,=~....;. --/---·• i r::~~ ----~ -~~--. . +=-·----~-~---" ~J-----------~---.t~J". -----L".---~ I :s • I "'·--~~ I ~-~-----~-j!-l-"9F"-------1t'---t --~----141""'. =~-==--4!},,j----~•--~----~~=~=L=• •-1- F--'-"- l I\ • /. F>-~ IJ -61~~-;,_x OF, l<'l?:..i~H """'=' V>- ROOF PLAN l • ' 1 ' li!X~ -,,u,~ f";f?'NE:. f..U. _ _..,-' 1YP IN1 • l ~i,d. C • ,. I 11 1·0 ',. ' ' w . ' :.<'.'..a-'IE"-'T A...b611=!C ~ ""l"'f°Fl ---..... ·- • • \ i ' j ~ve,...n- .' NO\€TJ.-l ' ' l ~ ,0-l,i;O ,;,rw,:..fUIZAL- CW(,,'", Fi;>t<. ADt>I Tl~AL- t-l<>'rfl", f ~TAI½ . ' " "'l'<R -'>If 71-!K I .D-JL.. SL,,::,,.e, '-...V/(p'>'..lJ: -IC'/ !O '......V"JH ~ 2! c-~ FILL. '7v8<' =.I> FO...Y v~~ ~'/!~11..L ~~\JO W-1'.-' 6Jl.' FOUNDATION PLAN 7 ~ . T{P e,' ~I'-¾Vf'IP':-'[oNa Tc:>ei;l')IINT~ w/ AN'l1-,;.ie,Aff' I Tl lf,.1NT ,' EXTERIOR ELEVATION ,. '. ., 1 C 05 C IU-4 C l10-fi /4:'\<,1) MAU: / / / / ' DATE REVISION M,ON OATE RfVlSION CATE ,.,_ ,;. ;;,;, ae,.v r7N.I t'..~ / ' / ..... /' /" / ' - ·, • \ ii I -o i ISSUfD ' . \ ' I e ' I i I I I . -· -·-'+--- ' I I l ,, I ~"Fi] -- ' FLJ)Ci<;:El.EI-IT r--7 1· I I I .1--..! Ut,fH,Fi~ SEEl!e.lGL-f'V+l r----t I I . ' ., ,, - I -i--rF 6"'e" \(,ti . (.OH(. E!W(. \ I J i.. -c.l • . ' ' F..LOOR PLAN • ' ., ' I I ' ' ' i L---;--------------- J ·--_j_~----- ; DRAWN av DATE IO•le!,·$ JOB SO. t,!:,~ CHE.CM ED av \ .. • • • ~ ----1--:::1::--i-... ' • .. .. ., I 1. · ! ; i ' ,- ·t .. ,.......,.__ •. ·- '. ' \ . ' .. ~·' ,.,,, --- i . . ' '· WNl'-tiF , G,/,P.-t& toNl:i • P.£(.,._P I_ ', -" -. •' • I . ' , .. -I ' ' ,' . '' ' . ' , .. , f-· ., . ' . ,-.,;/" -, / ~il,. ,.... " --, . ' t . " . ' t " . - ' . " :: ,:. ·•,~ ,, . ., ' . f __ -constructwn Jom1 !,, " V8 ri;,d typ ' . ~-;·"~:/ \ • ·-...,.+~ Fffsf pour ' .. \ ,,,._.....1------Se-cond pour \ rem f to :pq ss- K e y !"'J-l' \ 1 ' , Plywood pt/cllp or 2 x 4 flo/ I I at unsupported adoes, see-' / Roof Framing Plt1n t' . If ' I L Roftor ,-,· ·1;~ ~-I;_~ tl . H 11 11 ' : l 'i : I I I I I ; I I I ,I jl : I ' ,1 ti II ii 1 '/1/TEASECTIIIG WALL. 'NOT SHEATHED ,~. '&i;, .. Plywood or sh«:ta!hino --- Outside Face l 2 3 4 GE~ERAL NOTES ' De1ads and not.es otherwlee, deta1.rs on Typical shet1 t shoJJ apply unless speclf1c-aOy of· consfrt1ct1on not ftJiJy shown· s-ha/1 be of shown- s.qme nature a-s sh own for ,-/m1/or -condjtion, Do no, clear, contoc, ecole Structural o,-d•screpa.ncje'!J the :E'n gi1 nee-, See IWe.chamcol~ -size of pipes, other a1m1lar E'lectncaJ Condurts, open. rnge drawings. If dimensions or deta,1, ore spec, r,corrons:, exist on the drawrn gs, or and/or Ar-ch, rec,ural floor dra1n•.1 ventsl no1 Indicate a on the drow,n-g-s-ror Jocotion ducts drain leatfers Struclurol drowln.ga. ond and See Mechan1co1. Eiecrncal bolts trnch on, on d other tJnd/or Archttectural drawings for embedme.nt of m,scet{aneous e-mbeded Items not sho•n on I. 2 3 4 All to TIMBER ,rn p-lat~-. match stud shot/ b• width ' . ' bedded on· ' " ' ·. - -":• -~;.:'' z·~ "i-• ct:ffl,eflr :;: OJ"C,(Jt, :,?•,-i forQi1 .,, ond . -,. . • ' f '~ [ -. .., . . s ohoU Of tr Imme d .· s• . , .Ji~ ~ , -" -',c,... ' , ~·,,,~,;,!'; sm plot es of mterlor walls that ar-1 c-cv,red-with diagonal sheothfoQ or 'SfrtJCfdral--.:'<v ·-1-·f(, plywood, and o-f ederJ-Qr wan, be foundqtlon grade Rtd!Yo-Od; 3 11 thick and of totl'l-e~{ ,·-~::_,~:~~,, ~ width as stud. All othtr walls the same uce;,r' i;-1-atu: ehctll be 2 11 thlolt. ~,, ~ ~ -~t:>"' SHI plates shall be bfJltGd to concrete w;,~ ,'2/j,; x l~~-OJJbhor ,1,6~\s "·a; 4!..0 11 ma~ .. : -~--~r with a bolt 8 11 from ends or each p,ece of aHJ ( pieot· of 1/~I $hall b~ ·co.nsld~red ,. ~-: en·ded where plate fa cut out over one thlrct of cr-ose-section) bo/til for wotl1 :1 supported on atabs only; shall be 6 11/on-Q: bolts for wotr.s on curbf to bt 1211 ro-n-,o. ' . ,~ . ·METHOD ,CONS;RUJ;JON rt I Di 11/TE'RSECTIIIG WALL Strucfuro-1 draw1noe Beor,ng walls and port/Hons aholl have-double partition Jnter.uctlons Jolnt-1-/rt upper and tc-p plates. Jopped at ~'.or,a lower member't of doubfe_ aod top ·, ,~ ~ ' < ' ·.:-. I . SLAB --1--- TYP OF POURING ON · GROUND u Concrete stab,4 sand '2. '' woterproof membrane INTERIOR D~TAIL HORIZONTAL (p -Re{nft see sp-acin g dotolls for sJzd and Same sPaclnQ os 1 30 i:,ameter -·7 I . ----.............,.- STEP IN CONTINUOUS WALL FOOTING JOINT PLYWOOD ROOF SHEATHING NoO,ng at mfl!I r m.e:dlate Oeon.n!i. ~!z S~T ;..,yJ LAYOUT ' I IL.. I -Not~,.. No ply wood p I ecei Jf!-ss m total -are-a shoJJ 1be than 2'-o" us e-d. m th& iedsl dlm-e.ns,o,n and B s:q. ft i ~- Doub}e joist whsn \ opil!lning 1s greate-r 1 than Joist .spacino. I (oot to •~ceed two I / 2) i•lst spacing or I 4 ._ 0 l ~ 1 • I ,. I i \ ' / \ _,.,,--------Plywood sheathing ;.---8d or, 6"0c C moi penmeter na,lmQ 1-.Joi s:t, see Framing t I for spacin-9 . _ i P/,an I ~ Y -----·-4''H'---Header, each 'slda-of '. \ I openmg t l . . STUD ia''mm t -~ ' ' ". """'''~ I 11r::;~~ - Foofjng . . ANGLES PIP( TRf:NCH N£AR FOOT/1/G AND CORNERS \ ' \ ~_j9{m1h E 2d-5 Typ, I 'll.. ..__ 1 ~ ·---..... Framing Artchor FA-C : · each s:1del each end ' TYPICAL PIPE' THRU FOOT/1/G 1Jt! 6 x 24 ''lo 'il d, ~Q e-ach corner, typ, ' ' TYP. SLAB OPENING IN CONC. OR WALL t LOP plotes • t2.-l6d F4,. 4d iJ TYPICAL BENDS . ' . • 20 d I + I , Double Jols-t wh-sn-u -openrng e:(ceed Jwo I ( 2.) Joist spacin.g ---, 7 BLOCKING AROUND STRUCTURf!L AC I I. I ··l ROOF i ·. ~ . OPENING·,>.:.,,, .. , Pioce member ii'O tttot Plywood spllces ts 1he cenler lrne of the member ' 'S PLYWOOD S PL/CE· • .. • . I ! ., ,, TYP RELATION OF PIPES AND TRENCHES TO FOOTING F ,-• I .L I\ PLAT( ·RE/NF AT V. TR." ' . l' ' , f ' . \ .~~---< :. = < ~ ~ ,- \: < .. '. I 's 32 <Ii~ f\:f m:n1~ ., L -·--~· -~--, - J 1'2 \ ' A.~I , - TYPICAL WALL ,, ., ,, z O • AND OPENING FRAMING ___,____,6 go" -3 1 • • 241{/ong 8-(6d nal.~ each ,1d-e G t. strap 2-2 ~ cont top plates ELEV HEAO AT POST· ,,, -'--He--ade-r Hang~r-. H ij ,pos:t ELEV HEAD AT COFIIIEA POST 3 Ji: Redwood sill oon1 on 12"" grout -----......_- Depre5Hd Plan' "-... slab SU CO/IOI TI 011 AT CO/IC SINGLE· LAYER BARS ONE FACE OR CENTER' REINFORCING R£ BAR SPLICE$ WALL Stud, s-ee plan tor !,Hze ___ 1//1 J. 10" A B a, 41-D"o c CURB '2 ~ '=> TUP,; @, $//vfA,o/,.1 HD7 1-I "4' A,!?. -. -12"px 6" AB or ap-prowJd powder dr Iv en sluQ COIIDIT/ON AT SLA6 FOOT/NS ' ' . . -. fl,:,lioe, ' . I . ! ....___ . . . ' . ... " . ·-. ' 7 ' .. . .. ' - ' ' ,j • , ., .• ' \j ~ .... -,.. .. ' ', .. ' ' 5TD, l;',Co"--., .. . ' . . .. . DOUBLE . . . ' --I -.. • ... ..J . 'A-t ' .. ' I LAYER ,. . i . . " I ·~· .. . . . " . . ' . - ' . : '--~ - 4'1cuz • / ~-'2 3- ,,. " , ' ' , ! TYP. ANCHORAGE AT NON-BEARING PARTITION -w6oo @T,F. H[2·7 TYP. RIDGFi TIF: FOR • Form and ,,11 solid Use enclosure unJt where uposed . ' . ' I ' ' I ~!) vert exten 2'-0" beyond OpMHlQ .._ d JAMB ·-· 1, • STUD WALLS " " l . \ J I . Form an-a fiH sc.J/d Us-t mver1ed bond be-am1 unrr i'IEAO • ~-s t.ud ~ • et PJQn for ,s-iz e • ' . -1 ~ r- -'•"' c,, ... L .. ~, I . #0 co,ner re~c, rnuy r,,e SPl•Ced to t'QSe-'hread•r-r,J ( rap 2 · o"m,11} ( l l.J 1-) INTERSf'CTtNG WAI.L· CORI/ER TYP'ICAL' CONCRETE BLOCK DETAILS AND REINFORCING j j ,--------------------------------------------'--------' .... '-... ' . ' . . ,., ~"-i", ' '.,,,~ ,~, ~-,. ,,,.~ "I•~•~' ' • ' - • .-. ,,.._, .-, ~ • ' ~F•· , ~,~ • •' ,.,~ B,t ~" •••" la ' ' ~_, ' . ... ,,,_ ..... ' -• ' > • • ' • " ._, • 'JU • ~-•• ~. ,, ~,, ·'· '!I~. .. ,~ -~ , .. ,,, ,...,. ' ... ~•., " '-' ~F "' • ~ '~ "~ ' ... . -· " . ' ,, .. ,.~, ... ,~,,~ ' •• " ' Ir .,, .. ~ •'• -~• I C • ., ~" ,, .-,~ . ' •• ~, I _.,' • I ' "" ! <>_\ ~ '• • ' 6 ' 6 • '~ I ~ •,, ,-! ~ ~ .._ ' R• "SO •,, ~ , ," •, "'f ······~· .. ,. ,,, • ,, ~•,l<• • l.,_, ,"'-'~" • • ' ' ~ ' ~ ''" ~ R ' <Ii •" • ,> ' ' :J ~ ,,_ -= _::l.f_ ---~~ STUD '2~ iv.l/1,,._p --_,_,'2 • 4, D!AQ.ONA/. e,r,,oc.e S, 4e,•,x,. (<;,TA.<J,,G,.) I -. HO!.D DOWN . ' • 1 r . --... , MAO / f ', / .... /' / " /' ' 2 3 4 5 5 6 Contractor sha-/1 a-tram 1h-e F1111sh Grades thown on the P~ot Pian to the finish malerta( indicated Fill accep1able to 1ht Arclntect, sl'laO be-prov,ded, to altain thesiei grodes when nec-ess-ary and excess cv1 motenoJ shall b-e stoc.kp,led or disposed of at the d1rect,on o1 the Architect The des1gn 1 fabricot,ont ond cons,ruct,q.n '8-hafi comply with the accepted Loco} Governing Codt-s of the port,c(Jlar area The Col1forn10 Adm,;~"· utrat,.,,,e Codi, (Title 21} wilt opply for .school wor.ii FOUNDATION AND CONCRETE NOTES AU d,men:uons ,hewn for JoctJ11on of r•inforcmg st-eel are to fact: of bar and denote cJtar coverage Un}e'Js 1Jpec1f1ca/lJ noted concre1e coYe-roge as foUow s • 3" for concre1e deposited d,rectly -against ~round 2" for concrete n:pose-d ,o ground bu, placed Ill at mid-th,ckneas for slob on ground (except forms re-lnforc,ng j" for vertical wat/ bars unless o1herw,u shot-rm 2" for marn bars of ti•d -colum11, 2" for mo,11 bars of be-oms 31,i' for hors ,n slab on form9 , Ail sphcfts ,n contrnuou.s r•mforcement or re1nf.orcing as used in foot,ng I · etc shall ha¥e minimum lop-as folJ-010, 2,000 p-.s I.--~---~-'......-----=--40 diameter 31000 p,s l ------._-:-=T""·--------32 d,om•1er Splices-In a-d1acent bars-shall be not less than !5'-o" apart VerlrcoJ wall bars shall be sphced at or near floor Im.es, Bars may be Wjred together at sp/1-ces or lap except for top reinforcm.g of beoms and slabs or wher-e sp-e-ctf1cally de-tailed to be s-eparafed Concrte shail not be dropped ,hrou,gh reJnforcln.g -steel (os In wofls) so cu t coLt:se segregot,on of OQQr-eg:otu: ~ In-such coses, ho-pper.1 an vert,c I chutes or !runh .sha71 be u:Ud Chul-4-S or trun-ks shall be ~ vano-b ;e-ltngths so that tree 1rnconf,ne'd fall of concrete s-h-ar! not e cetd rive 1? !5i feet and a suffJcJen-t numbtr .!hall be u-.sed to rnsure the con-cre1e bemg /eve-I al all t1m•s ' Honzontal construct1011 Jotnt 5holl have entire surface removed fo c/ecin aggregate so/Idly embedded All steel .::ol"mn bear upon 1Y2u hose plate dry pack and arrd sfeel beam beann,.- !e11elmg nuts e1<ctJpt as on concrete, shoU note-d othorw/se. , 6. Wl!are steel dry packed member, btJor In co11cret~ ofler 1Jt-eel is ,n place or , masonry walls. openrnQ9 shall be r 8 9 2 Cantra-ctor shall to the forming ,~ subm,t prop-0 sitl' d or pounn Q of see Ar chlte-cturot Plan for ,or:JJt•ntJ Qnchor bolts , pour icl-ieduJ-e for En,;iineers any toncre~~ wo,K approval and -,locat,-on of n-0n-trea,ina waU~ prr-or- The ..... Gonfro ctor in all .tx rerror sh all walks furnnh anti 111,toJI 1/2" and sfob, as inOi<:or•ti pre-molded expan-siort J-olnts ,' case more than 24'-o" a c m-ax1m1.1m -and on f/l-e dra-ww g$1 bi,1 ln£.no at o/J mter, e-c t!ons of w9/k,s- . t STRUCTURAL STEEL NOTES AU weJd,n9 of s,rnclurai Sreel member&: sholf be done in con1ormanc,e wlfh the latest A 1 SC ond A W S ,pecrf,cat1on Where the Contractor reque-sts wefdlng 10 be used 1n t,eu d'f--bolted conntcl/on, such weld,n,g shall be done on/)' with the Engineers prior approval Any tes-tfng and/or inspection 1he Engineer may deem necessary to be assured of the quality of such we/ding shalt be done at the Contractors e:.i:pense 3. Submit steel shop drowlnQ'!I to the Structural Engrneer for re~ew before 4 5 fobrfcatfon. All butt w•ld1 shall be compl-et e penetration welds . '.... Unfirns-,ied bolts shqJJ be\s.J,!sed unte.:ss otherw,st noted ...... "'~ \ X ' m, ,,-·-1u;" m,11. for~ 5 Qnd smoUer TYP 110 TE'. flush for larger bQrs WELDING OF RE/NF BARS Use a I.ow Hydrogen weldrnQ rod for we ldlt1Q: r,s1nforcl n,g isteeJ RE-Q Ll \RM C'\...\ TS bar, RfJrnf bar Weld length e-a s,d-t 6"Q bor 2" 2'2'' 3• o I " ,32 • 4 ,T - ·- POLI..OW\t-lG 11'1:MS RlcQU\RE COl,l"T\i-lUOVS IW",,l'E-C:,lot-1. FERl=ORt,\E-D i!,'( ceR.,11'1!,;D "'\'l:'i,"\'\flG 1..1-.i!,. I Al.'-f'leLb \111:Lt:>l>IG 1'11t> ~I_L l"IJLI. Pelle,. WELD'$ '2 ' ALL CC:,\.11!:R.'~.,e i!,1..0CI<. Ufll,'$, PLI-.Cl:l,\c/,ll Ol= ~e,i!,~R,s Aflr.> GROU1\W.G OPER1',\0i'l 'oO\L C.Ui'-0, PILL<:, ~\.lt:, ,COtA\"/1.Cl'IOI( ,E-,,:,; \:ic. i I IJ A I f Rf ~•':,.J(IN "'1AI"~ 0.6,TE. 4 f,.. I 5•01-,/ .. ------7'..- ___ ___..__ ~----·------·--- 5 ' . plates shall be stag,oered at least '4 .. o. ' Angles, as per -at corners and where .stud details See spec1fic-01Jons ' wall• or for fire part/ ti Ms stopp/11g,,' . . . ' meet ah4'Jf be framedl e-ol/i"/ ond. brocln11 of stud wol/,,. . :~; .. -' " - Wood girders} beam•, jols1a Or n-ot deeper than one-fifth of· the from the b-e-am end tban t-flre-e rafters $hall 'be flmi'ted 'to cul ·and b(!red ho-tef t·,~~=-·~~ beam depth from the top locate.Q not forlher '' ;-.-,.,."., - 1,mes 1he beam depth. _", • = 7 Pipes exce-edlng orle-thrrd of Hie plate-wJdth shoU not (le p-/Oced /n·· purtJtlOn ~t,ed _ . -, ..... -.. e 9 10 12 r. 4. 5 7 El 9 13 as bearing or lateral force re-,,usting wa//st unless furred entlr-ely cJea-, of 1/fudlt , ___ ~'~ -. = Where au.owed p/pas shaO ploced m the center -of plates, .us/no o negf hole ffo .• -::--• <-~· notch{ng allowed 2'~ holes aliowe-d In ce:nter of 2 x 6 tlom/naJ pl-at~,' • ,.. _, ,-.. k: •. ----~ ... ' HoJe-s fn "!/Jod for boJh shall bt nomtn al boll' d'Jometitr + I •• 16 Holes ,n wood for l09 1i:c;:rew:1 s'1c/J bt f.lrst bored depth 01 the shanlf ltole ■ tor ,he 1hreoded portion not larger than the bqee of thr-$ad: .t Lag 9 Ct-8 WI BoHt and closln9 in screwg-shat/ be tighter, e-d or M compJtt,on of fob. I NA{LING ' J9is,., or ro ft-er-.' at all be-aririga-, toen-oll ' ' Ribbons to Shi-d Double Flnl•h 1op plate, lower plate-ro Upp•.r pfote to Uppe, pJate to ot time '' . 10 the some-, diQtneter and " ,hall be bqfod, wl(h o bit ~,, ''\f. ~ ~ r/nven p/QC&.' ~ './'(· Un </er h eod' ' I plywood naHmo ( non--structural) , All edges---------· ----------6d Intermediate (f,r!ld .noHlng)---------6d f I nish f J n /sh naHs n a, Is at 5" 12" -,.,, " 0 1 ; • ,-~~ -; . ·. i . . ' ' ' ' I , :; , ;,";:•T· t4 Cellrng s-trlppmo -· • '~~ '..} ,·/hick_ ------------------·--------2-8<1 (/-•Idol)"",\, ,.,..c. 1• th/ck, with plaster---1-Bd '_,,.,.onghold typ-e' dnnuJar nc,JI ( 10 ga, -s 2t,2'F· -.!--~~~.,,, 2'' thick------------------------,---2-16<1(1-•l1nr) . ,, ·I> 2" thick, with p!a.ster J-16d 1srronghord type' annular nail ( 8 oai I( 32"},,; -,•'·',,:9 Hol•• shall be pro .. dr/1/ed for nolls at endo of srrlppln; bo~rd. On• (I I strang-' · .'!'i, hold type' annul-0, naH1 may be us•d In U•u of 1wo (2) comn1on nails-. i =:-- ~ "'a,hnQ not not~d above or o~ plans sha(J-be a minimum of rw-o t'Z} n,aJls at each contact, -- 8 d for 1" motenaJ and 16 a f~r Z m,Qterlal,. .,,_ . 3 4 5 6. 7 8 9. 10. f I 12 II 1 ''¥ CONCRETE BLOCK ·NOTES .. All concretd' block uMts s~~~ Qr'ade "N" f to i'A'STM Con ormin.g C-90. Grout and compl1ance Ho"zonta} mortar shall wf1h latest bare test 2000 p s., mm al 28 doys U!liform 8ulldlng Co·de aod Local placed In bond .qnd s h-ofJ fie In toct••, •tc, · .. -"i'--.~' . . . " ,. .. Alt .a• corn er shown cells and encl c\-ells shall h'ove one ( J ) vert1c-cil bor e.xc-ept ,~ -... '{?° - ,, c,-·_::.~~ . --. ..._ ' ~-~ --. . --t,~ i'/orlzontal bar• a, splices "5.hCJI! have so" (()Jr'~ f,ed Japs, i1a" bend.s . !~,: ..t~: · :J C.)rners, vcrf1~11' bar, to have ~+~ lap@ <f>f?IICe$-QCepf;, p1lasfer· . ..!' J:::x:1r'!S to have full pen. buff welds or approved, ten?ion c.ou?jers,. , ':·-~~ Prov:-d-e F~un:datlon dowels-10 m-0toh. vertu;at st•e-1~ · .. -:,t-,.~ ', , __,. ,-~~/_"l·-. All cell,;, -shall be fi/(ed Sc>!td!y t,.)/fh qrouf:. . -~,:.. ,, . h,J..._..:. .b.~ "'~t·~ -~ _,,-~• "'• ~ '';'~, j ,~-,. K,~ • ..__,_ Lintel b-eam over open/n.g -cont 1nuou I opera ti on, ' Cle-an OIJ1 pour 11 \ AJ/ WO f'<I< ', Vert remf ' shall 17.-G-$5 £'/if: IVIJQ.l.ct: --· ------... ,. ----· <•:~ ·--~~-.ze,_: e,i::,_--! - / " ·--- . -"+·------- -~-+-~·-----,--. --- ' ·-t----+-----·-1 JOB NO ?C>(~ /' ' ,,_ ~--~---·-/ .... /' CHE(l\t • r I , , . 0i!?l'o Wf>.W'-~e, L 1'1~ cu.,v;:_,; t' C,,i<ft:>1,. • / , , , / I i • ' I I I f',>.e,e op e,,.i<.:S (F.<5,) ~ . I ,,-J e" c,:,NG, e,:J<-.. WALL ·._,/ JG!l<C>IJT ,AU. acLS l 4-11 C,,DNC,, '?L-Aei, 1',/- 411 Sp..,i,JC: NI-V,t.PCIZ -1 ( . e~ef'. g,, ·1-110. oePr~ · ul . ..:\Jf ,-,C'~'"v~ _ .:~~=~~ Ja --------···-, 21. / '.. \ " '? ~ --,', .-++ -~ I, '~: 4f 8 Oo"-'E.LS, 1, I ' ' LU '2. -t-4-co~,. .,.. 4 e, . · W[-#,; r1e,;,.,;,4e, •~c,, _ ____.__ --~ i • .. '<'HEl<'!"l-i:NCa ➔~ ',)}! • ·:W,1.U. ',C.l<cOU~ . ~E:-\..;p.:,,t.._ a/. 1N!<t"-!c <X,C,-01'-S, di~e\ 1 • I -"li'4 co,.rr T t r,, · if:, ~f.e D?,,la<. e ~.z ac-- 1!!>' f • • 1. 2. 3. 4. 5. 6. B. 9, 10. 11 • 12 I ( '1,& ~!JO'S@, i:.,··oe,. ,1 •u SILL'!: -.,../-'?,le,'1,f "'io~ .t. .E'~ ~ae~pc,~ e:,,c..e;PT / µ,. ..,;, I ~ D /N ?I' c .. "- , ,I />.ll.. "cL~E-PUc.e #-3 ':RA::.-e R. J l 1 I '. ,.,_ + c<>N'f. 1 4-F., '2.-# 4 T ,t. fS NI· . -__ .._._-__ : __ -=t=, ____ .....,,__ t--3 T!ES 914 r,0--x::..,1-.......--I I ' ' l'L II 1 ~ ti c...L.K . @,4A/A$'.: i .. i::,'.' * SHEAR WALL SCHE.DULE: WpU. S/.U:,ATK1NC. S/4-fa-7<' f<..f:~A,.:_......_"=' Ho .... D ~NS. @ 'o/6 e PL TWO . <S1R I. ec:&rs, °?/B",:p "p'•@.. 4b''oc-!3-J®c,•~.c.--,F:e-:...c. e,J:B.J'.Z.b:.. " . ·-8 &/e:,":p"" ~o•I -2.,, °3.Z."1o.:::,> Fl'--,.3 ---~"--@' ~1e,•P' .... TNO 1-'STR ..!; e!Xlf:;?. I . e,d @,4',x../,"'-e:..C e:,, iQ. J',!'1 •• i------@> !;:re I? "-j O "@, '24 'bc , f',A. ,: 3 @ -----r-- --r Htx, @ -· i -··--···--- HD7 -i. -<"!!) l';;-/e,-~ 4' ,.,_ LO'' 8, IG;l-11CC. HDi § ;v'b" f'L.""(WD (;;,T(Z l 'em~ BJ@., -3~x, F1E:::LO Bd & rzi; HC1 f O U N D A T I O N N O T E S -ALL AND WORK SHALL BE IN COMPLIANCE WITH THESE ALL APPLICABLE LOCAL CODES. DRAWINGS, 1982 U.B.C. VERIFY ALL DIMENSIONS, ELEVATIONS, WITH ARCHITECTURAL DRAWINGS. RECESSED SLABS AND RAMPS, ETC. SOIL CUTS, FILLS AND COMPACTIONS SHALL BE IN REPORT PREPARED BY GEOCON INC OF SAN DIEGO. JOLY 5, 1985, FILE NO, D-3480-JOl. ACCORDANCE WITH SOIL CALIFORNIA, DATED ALWWABLE SOIL PRESSURE IS 2000 PSF SEE SOIL REPORT ALL CONCRETE SR.ALL TEST 2000 PSI MINIMUM OF 5 SACKS OF CEMENT PER B!l!MP 3 TO 5 INCHES. AT 28 YARD. DAYS ANU SHALL CONTAIN AGGREGATE SIZE 1½" MAXIMUM ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE Fy~40 KSI. FOR CONCRETE BLOCK WALL NOTES SEE SHEET ASl. CO-ORDINATE ALL WORK WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS !JEFORE PROCEEDING WITH CONSTRUCTION ALL DISCREPAIICIES OR MISSING DETAILS IN THESE DRAWINGS SHALL BE BROUGHT TO ARCHITECT'S ATTENTION PRIOR TO PROCEEDING WITH CONSTRUCTION - ffi-t ! I t i -> . --., -' . , . -' -=l:-· ::: (() ' = ' ll) ! ,70, ~v -~-.. ··-·---. - i------- 1 I + t t-lO fl F2 F-? f4 f0 Fe. . FOOTING, SC.HE-DULc ,;;;t.E Uol>-lF- c.t,!._oliS4 < 1811 DP 1-#-4 " N ------4 1-D'1-s-Q ' 1B-"C-P ?· f' 4 .E-w ' --------- ~_:.0 11sa;, ,._ 1e,."' DP 4-#4 E ' ,,., .,;::.•-ui-·•,sc; !'< 6 :DP' ?-#4 E .-.J ~ ·-------, +· r:'-o~Q "·e:?cP. ?-#,4 E: w - ,.-ii {fl/I 4' ,, 1e:• --"--D "- ii I .,, . - I? -,;:t.....!- 3-41-4 ,r I j I I I ,;u-,,._,,. ...:,.......- i I l<-lcl-1 AF-~ ------ " I ,. 1 ,:l \< TYF DEFR.t55E:D '5LAB D~TA!L . -i--,t I :fs;i--~-~ ... __ _ --....,.---.--,, ' I ' 4- / F-H.J ,=.:..:;ocR;,_ CLf;.;. CATLlM Q.!..0•1 / ! . 4'1 nu, CONG ';>LA,.e, w1-u,,.CA-, , #-19'10 Y,.,N r"' @,. MJD ::::Cf'T¼-l, I I 0\/~ R. 4 " ?.i ~ Co ...ii-VA"""'-. -I 1 1 f'!-A,CJ'.l~R.. ""'''''° :oePn, .':if-<SAJ<o/ l, / l 1:-fr,, : ~IM ,,/'& ------- ! I' i + LI l-o~-a t -.~?+-- ~ -('.I --------~....,..._...,__ ---_,__ -----i_J'" ---. -' C 1•5 C ~U• C 110" ' . r ------.---=-----r ...------ " J --.-~ DA.TE. FIEVl$f0N /,'-. ·:. -:':,-~ P,.s( ~ C~ /" /, ' ' u.. ....... ""-...J I I t --+ MAI-IC CATIE / /, r' ,u;vtStON '· --- D .. rE ._J J:S5UEO DRAWN 8-Y t'✓.N OATf: ID / -1<c;,/~G , JOB NO 5~'80 CK'EC--lll!:0 IY 0\ , !l) . _, I -------, f ! I -1 I I r£ ~ z 4. ..l r,_ FOUNDATION . ,. -CE?~¥; ~'.,.P..1!,, f◊I\ s\LE -,r-- i I ' I . I ' I -! l ~ I : I • ' ' - &dill' D. ff' :rw: !LE4l. , i • 53 ' ~ v ,,,-/ ER. E:.L.EVATI ON I '""' '' .::= ''-0 j ' V • • L ":,'/?.-,. "':,1/?.. '< 1/4, e>RIDGIW:S /-, 'I'+ ?u\N.,', o~ G11'-0o'I. '2 GYlV\. R00r ' ,Z,<p ,.G OcC.\<-' 1· \(,d PE~ ~o/SuPfC>RT ,--1eid~ '2 1/1f' J~ l F R A M I N G N O T E S 1. ALL WORK SHALL BE IN COMPLIANCE WITH THESE DRAWINGS, U.B.C. 1982 AND OTHER APPLICABLE LOCAL CODES. 2. VERIFY ALL DIMENSIONS, ELEVATIONS AND OPENINGS WITH ARCHITECTURAL DRAWINGS. 3. AL!. BEARING WALLS, RAFTERS. JOISTS. POSTS AND BEA~S. ETC., SHALL BE D.F. #1. ALL NON-STRUCTURAL LVl!BER SHALL BE STANDARD OR BETTER. 4. ALL GLULAM BEAMS SHALL BE 22F-V4 D.F. /D.F. EXTERIOR GLUE INDUSTRIAL APPEARANCE FURNISH AITC CERTIFICATE OF COMPLIANCE TO ARCHITECT AND CITY OF CARLSBAD. 5. ALL STRUCTURAL STEEL SHALL BE ASTM A36 6. 6{:::::1J INDICATES ELEVATION TO TOP OF PLYWOOD ROOF SHEATHING WITH RESPECT TO FINISH FLOOR ELEVATION DATUM O '-0". 7. VERIFY ALL WEIGHTS AND LOCATIO!',S OF A/C UNITS AND ALL OTHER EQl:IPMENT SUPPORTED ON,OR HANGING FROM,THE ROOF WITH MECHANICAL DRAWINGS. 8. ALL UNCLEAR DETAILS OR DISCREPAKCIES IN THESE DRAWINGS SHALL BE BROUGHT TO ARCHITECT'S ATTENTION PRIOR TO PROCEEDl~G WITH CONSTRUCTION. 9. FURNISH SHOP DRAWING OF ALL STRUCTURAL WORK TO ARCHITECT FOR REVIEW BEFORE PROCEEDING WITH CONSTRUCTION. \l-1'\IDE ff.-:'e ·JF t,1_ -x.. 'f-.. __, ' -!'"'T'{P\CA''-il.,"1" E,ri.,, COR'!-1.E:.R - , Cl' G'i t,1 5-00 • ll i SfE ----1 eAi,<: ;. t:, W Ge -s A f.\ D ~ ~ '\ ;.,,,/sC.tUAEi<, Si;~@ f'io:', ~,y \ \ \! // ~-- 3 ti=:. .... / : ,_, ' I f i ' I t ; -' II 1 ~ ----- ----- -L_ __ -- ~-- J - N ED ROOF FRAMING PLAN ..... T~E .. r, .,._,;..,,,,c..,5 J'!f ... t,.., ll-..... ,,.,.,,;5 1 .... L~ ,.;o. .. F ..,,tc1ot .. cl -l:h~• !i'CAcEO 0"1H .,_5,n>< t;O,.' ••c. '('"''t ~-, ~ "t"" fv "'"ll-Ii "!~110'<1 h l ~C,._ •Ll :.,,,;,,~'-,-,; (:I',~ i...-: ~'l'-<'::. 'J•-~ ~! -... ;c .)!I.._,.;: •~1~ :_:;~> Ct '-'V!-f ;JF -,,:,,,~1t'., c..< •"<• , ,.., "•,.::---.~ ro,t,., •-·" : ._,.,.~ r ,,.s ,...,;;. .:ri-.. ,o,,, ,.,,; ~ ... -.,1,.,._ !I, ~,.t ~f (,..,,.,., .., ~~ s":.i~ :,,,. .! • ,,;• ••, ,,.., •·Eo •~," s-1~• c, H:.-•-.-1~.o.. ,uci•• •• •'.ff.:. ·,·,,-,~-§"-~ C. M. IWIIF STUCTURAL ENGINEER 161 E, LOCUST #103 FRESNO, CA. 209-435-0622 ! '&,~ .-..e/.a 1LD<..1Gr OLJT~&.:,E--P--------...,_ /7\ ~ v - I I - - ,_ - i I I ' ' I , I L an: s rn , C ,,~ C 1654 C J:tClli 0 @ \ . ~-+'1 J • I l,llj ... , OATE ,, ' :. ,.'.;-~ -c,.., I/' /' / ' /' ~----~ ----~--- .,,. ,u:..,1sro'"'I ~;:{_!__.._. <1-o;;[_i:_ ' _,:1-- , ...... OAT E Rf\11S~ON I/' □A 7'f ISSLJEO DFIIAWN Bl" t•<: ~ I/ ' OAH 10 / i? 16G "·' ,, ' J-Oi! NO 5'::s'clo / ' CH'tCKEO Bi' c+i _q =• ""4@ (,;,," o.c , '2 ""' ~ ,w~ Ol- 1.• c;, if! l"-" 05, 4~01:l;,"r 4,.5 t:,f • ! 4 • 10 or ~l 11\\", /1.?PLI!.'"> Otll'{ lltl\El< l(E~t.<, ARe tsOT "-I-IDWl-l 01' t:,w.;,,a, a ROOF FRAMING PLAN, NOTES & DETAILS ' -&'; ""'"-'-'"'"''--n rnnr,, COMMUNlTY CENTER BUl'.Dl~!~ - ; 3 ✓ • ~\\/\F",,6\t l'O<,i ~,._.-,,e @GYM. NO~TH :54 . . , \ l\0R1Z-Rl!l\l.l=, '2-*4 ,;oll,T, ti\ ·-a,0110 .. ~ 011,r;s. "al"l.\Clt";, \.._f'l'1t:. ~" Altt> ---......-"TwUt.s·:t1&n-* <;,1u,.1,.1. e.s ';;i-~c;. '14· A..t»/>.Cl':li'T ' i>J.R~ · b'< 10' t j • r 1 ,,_ WALL et..eVAT!ON e,' COII.C-bl.CC.I(.· 1-.IJ. Ci>U.~ G.._O\l,~l> SOL\t)l ', \ \/1'2 ~ ~e fl:. ~ , t 11-6G? 4-'>/4'4> .. ~-18'' ~= ,-/gJ<.. 'o<l-,l,e, .. P/1,!. 0,,.-,"p,>,e.i<,, I • S !=I= c;Ht:Al<- W•LL 'c'q{eDUCl'o ·J'ell.i, • '> rOl.l ~J, /1-1.l CO"'C. RF, e e.<.. OC.\<. 'll I,.\.!. 'o Pllt-.s·n,11-.c, 'i,c RcQ'JI~~ COK'tltll/0\JS \t-(<,f'SC."'1'101-l 1",'-tJ ie<,,',!-IG @GYM __ JrEJiii! ! I I 1 ' ' • ' 1 r .. l ' ,.,-,1.2,l'f JfTI0! E:A'::>T WAL.l.. ti _I.{_ .. ) "''" --' ' ' ' ' ' '. ,4 COi-i, 1 ! I ' I ' ' l . ., . : ------,--I .... -----. . .... -----..---1 I I ---,--------- ' ' I I ' ' ' ' ! ' ' ' i ' ' , I ,t I ' I ' . , i O P 1::, ;. I'-,<, " '-" c..:> ""\" Ill I:, ::,}I.D e:,1;._t,>. Ulll"\' '> ' >,,:," lt-f~.-n SPl',tt<, -.. ---------- ' ' ! . ' I I -. ~EcR1 "4-cJl ii:.," o.c . I 6ml T I i --------------,------------t ' T'1'f'(&l '. ' I , ' I r I • I ' ( i bo,,ohl 11,1.RS 1' c,, C.011.T • IC., \~ \II ~OtJ.t> i!k/1-11\ U!-1\,-,, ,(,,'' t-! ~11'/". ' l/1.l'P':ll 'o~Ll~e<, @ C.O\.. -'2~~ '24 CcltlC f'/...C\t,.. L\\.\.7'~l l!o'e/1-M °=>~ 1-.Ll Ji(,01101..\,~lC.A..U.'/ i\.l I>-"-1«'1>\.lo 01"i!rR t>-i \O\l. 1'1:..:-·,E, I=,'= Pol.) R. I:' r-, -:::Otli 111\J OU':, ll~icl ,• '/ 'l.' f' l. "\ w"" ,-,z.,., «> 1 4 G Pe c. \<. I \ 1-+ f -+--t--++--+--l _ _j ''. '--... ,.:- ' ~ ,, . .,,.....,_, ' ' '- -~-~ 1 ,_ ': ti --.. ,-· -~' ..... __ ...,. ~ • '2e,..: 4_"_ l -- 1 ' 'ol :X:1' E, I I I / ' I I / i : I ' , / ' 1~ ~4 f(, aJ/ (?lK._ 1/-'2 II p~ I ,,,.J .)00 $ t:/l~~--l~C?_'-+-------~-_,._ ' ' I~ ,-z • u BL~ ~ 4-e.:/' o.:. : ,::,..·34 E-1,,. f::..ND ' I .._ j 4-,._ 10 CDNT Leo.:.e1<- "'71/e, "4' ... 14n A e, @.-,z4~0-:.. I fZ. ,, r"~M f;IJD'$ 4 c;.Pt..1e-e,.:::.., ------1\,·--'-'~J ,, -------------------------------------M,UK DA Tf. I /i--._ C t:-. ~__:- '7', ll. 'r"i, ~ . ....._ ', , .... S![VlSION- ~~.,;...o-'6<;~ A:!f:~= • ' I I I ' ' ., '\_ '' '-' '-,,'... ', ' . ' . ,, ""'•,-...'\., ", " ., '• '- •, -;,_....- '· ' >"-' .... . -~ . 1.,-V ,, 1' Et.iD !t.lvH0Lt>1:;o\ ,{a• 1~ .. " FRav,oe z ..,,,~DFOM•~ O"-la~ flE1'.11!,\$. t/\~."~~1~l ~ll "-R~Uf4t> !..,@ It i' ~ \ ":l '/ '1. .,. \":>'I 'I." 011 2 ,, 1-101\• '>IIRIR\( GcRC>U1• 4 · 7/8"t>'24' t,., . I!> . @\0'' 6 ·"' '2-,1e;•~ 'oOL"I'"> \ ' M,UK DATE REVFS!ON 0,1,, TE / , / ' , ' Pe>c.,u 'A' T ISSUED # 4@., '24'""-· e.w . '2 ij "\ GI,. 'IJ\tQ CO\l.i • @ \G?''Oc fl I' jl OC.\<.l!!i -.,'l, -. [4 • l+ "3·• A-. CONT- 1---------AL-Tf:l't.N,l.:re, ea1-1 D _.....,:c.__..- • ':t 4-"~UMPSTC>>lil Vlll<lelilr,:. N'/-i:., ~-CO~l',I.IC.-Tab -. j)~ ,& IU •c,, l:l,i>J, . · . • J2, e,J F,11,11:, ~lt,O.l-ll'-.S TO ~i:> tJ; ,.(J €, IU'«, 4•-e, r:>/· ,4.• .... ,11:;, ' ' A.c\~ ~C.\I.. SO\.\l>l~ J..!'-;ei'-. ' ~[ -1 I ' .... !l.l:. C.1\0\.l .. , I O~AWN 9V MN, CH 0 ... 10-t.1.~-e,~ JOl!I NO e,,,,,,:,c CttlECK'EO BY C.~ • • n . ., l . I- ' ' ' .. u i,..\Y4 -·-~-~--e,• F,._C,1,1., ilM T,e,i,., ,i,.4 V&RT, 16)., \t,, •ac... , e,~ i;...uW'S'T0!-16 e,,_..'.<,:, a, +&'l,+,' """, I! , \;J , \' \ 0 . 1-\0'i!, eot4O !!>Lee\:. . Ut,1.\'t<:, l"CR. IIOR\"Z l!,t,..ll,'l, SI'. A..ll c.011,111\lt ,~Ro l'll\l.'>H:R .f ' I iL---1-24-~ P!!.,1.">TEI<- ""'"'°":II . -' G,FtoUT '<OU OL "( ' . \ ' ' I., ' ' 1.-' j r, '' -?· . I; • .,•1 ' ",,1 . -•' 'ii • ~ l '• " "- • ' ' ' ~-:.,;'./,~ :-'~ " ' ' , ' [ ., I t r ' • ,, ' '/4 re ?;/eJ,., 11'', ,,z' wl-4 · t>/4"4' 1111:-1.oeo A, e,, (!t "i" o.< E W. • ' ',. .. "'f;.'; ,.. ".• :r ' -~ ,' -·- ~ •_. ,t-'<- ' • , ·I ,/' ' . ' ' ' , \ ' l ·- ' I -, '2-() -+--. I ' G'L "" @ 1i,••o,, • I A C !O • I / j \ . - • ' ' -<'/8' f't,i"WD, -~ +1o'-l3/4" + 1"1'-?.' f-~------ ..--!';;ti,,.;:--c----~--,-e~ €-CP"ot.,, ' ' 'j I I I ,, l I '/'2.' l'L'(\111'> 't.• 10 e,L\I.G· A:~4 'e-A. ' 'E>\.\<. \ ,• I I ' "-- ' • ) ed@c."o, ,,_ __ _,___ R />.1" it\l..~ (:' 1ro"ot ,:;! 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'2~ 10 G:o~, i,.e OG>'aiR. , ~ - I <i>d / ,',-ru_P I ). e-i.!'4 ' ,, ~ "a>lt.l!'~C>)l W-2 (:.> 31 Oe ~ 2· l<i>J-/a,LI{ y 11~-'2,,;, 11,L\<.G - \. BJ@ Q;,"o, • I ' -- '<~ 4 @ l<o"o,c '2¼4 ~Of.IT, IG,J ~1i'o, 2,tl>(l\ • ' ' I Stt,<,f'6014 .\\\\'1,09 / \'IE-Lb!;,!J TO /,,,L \:,IA I 1, ,1 -.f./>. r" ,-J} • • Jt::,J N,S,iC~ - ' • 'J A to e 1-r.,:'""'~----_J~,U--,--L,_ ____ ri._,.._io_je, f,:,,'o:;:, JN;l'oNO J - ,, .- -' ' -. ' ' -" . : . , MILLARD· ARCHULETA:·.,:::~~•-.. .:,-·;, . EDDY• PAYNTER ASSOCtATES . -·, . " --·- ARCHITECTURE ENGINEERING -)'LANNING INTl!RIOR DESIGN· 540, STO KDAl,E HIOHWAY, 8~11{A5F11iLp, CAUFOR~IA Q330V, ,,i _ ,IB05l aai•110~:: '.. ', -i \ , , ' . '"14-o } 1'2." L'-f' j I ;'./ \ . (i=lY : \ ' I .-Lr>-P R~l'il=fl', ,o '-'ol'VD'> l'J \ · 4, I «>d ~-----._ 2~10 C.O>lT U:DGIH<. ~-1<,d J>Ecl',. '-,i UP ">le>" l'~'\IJD , I '2>bll:.G w\. 'l,.\G,J J ,OE IJ.t-\s~ er,_ '>1t>I: l ' 1,-1, ~<P C.Oltl'• "\"OP r\? LAP 4~0'' ~ ~P\.KE":i _/ GLLJL ~I,\. 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" -:,~ ·• ~' • -'! ,_._. -,--.------------·-----~.------c--.. ,c' -----------·-,------. ---------,-.-----_:'",_--,~-------~------'-·"'-·"--·---------•. ------~-=~~...,......-----s-c-cs --... -- . ; MARK . WC-1 ~ · WC-2 l-2 .. L-3 . ___ ,-- . . . ;,_ - PlUMBI~r. FIXTURE AND EQUIPMENT .SC!lEDULE . CONNECTiON SIZES FIXTURE· s OR w! v. c.w. I H.w • -----;~-~--~+. ---+--o-;.·---~.-----~------------------+ DESCRIPTION ----•-. , .. WATER CLOSET 4° 2° l • -AMER !CAN STMDAAD fiOIIG,I, TED 'WATER-SAYER NlllJ.l" #2477.016 11/SI.OAII "11'.llAL • #110--3 RUSH VAL YE, Q.SOliITE #95CC/SS IPE~-fRQNT SEAT MO JAY f:. SKITM SfRIES. #410 SUPPORT CA~IER. WATER CLOSET lJl!KAL UWATORY lAYATORY LAVATORY SINK 4• 2" 2• 2· 1-1/2" 1• SANE AS IC-1, EXCEPT 11/l!EltE~E tl-509 z• lllGH LIFT SEAT. NER !CAA STAJi[)ARD "AllBROO( • 16540.017 11/StOAN "ROY.IU.' tlBO fl!ISH Vlll..VE, A!IIJ JAi IL Slll1'i> "44 SUPPORT CARRIER. 1-1/2" 1/2° 1/2° AIIERICAN STAIIIJARD "NEW ltlCERNE" ,0355.012, 20" X 18" W/12411.015 GRID BRAIN, #2385.078 SINGLE LEVER FAUCET AIID JAY R. SKITH 1<700 SUPPORT CARRIER. 1-1/2' 1/2" 1/2" N!ER!CAN STANDARD "WHEELCHAIR LAV" 1-1/2" 1/2" #9141.011, 20-X 27" W/#2385.078 FAUCET W/LEV ER HAAOLES, #2411. 015 GRID DR.~!N A.,D JAY R. SMITH f700-27-M31 SUPPORT CARR l ER. .. AHrn !CAN STAIIOARO •NE~ LUCERNE" . #0356.421, 20" K 18" W/#2411.015 GRID DRAIN, CHICAGO· l335-El2 "TIP-TAP" SELF-CLOSiN6 FAUCET INDEXED •c• AND JAY R. SMITH J700 , SUPPORT CARRIER. ADJUST FAUCET TO ' STAY OPEN FOR 10 SECONDS. 2· 1-1/2" · 1/2" 1/2° KOHLER "GLEN FALLS" fK-6757, 24"X 21" ENA!'\ELED CAST IRON W/Jl,K-8821 STRAINER W/STOPPER, f<-6699 METAL FRAME ANO AMERICAN STANDARD #1238.285 GOOSEM£CK FAUCET W/STANDA,O LEVER HANDLES IN LIEU Of ►---,. r--------t---t---;----,----pWRJ?_l__HP><JLEc-S,_.. _________ --l .. 2" 1-112" 111• SINK 2" 1-1/2" l/2" PT-1 ~----PLASTER TRAP 2" 1-1/2" 1/2" AMERICAN STMDARO ·cuSHl'I LINE" . #7013.010, 24" X 21" SINGLE . COMPARTMc\T EltAMELED CAST IRON W/14331.013 CRUMB CUP STRAINER. ANG AMERICAri STANDARD #1238.Z85 GDOSENEC:'.'. fAUCET W/ST~N~ARD •~EV:::i HANDLES IN LIEU Of WR!Sl HA~DLES. 1/2" N!ERICAII STAIID,sRD "CUST~ LIii£" - 17018.021, 32° I Z1 • DOUBlE COllf'AAD!EIT DIAMELED CAST l1WII II/TWO f,1331. 013 Cl!U!'!E CUP STRAINERS, 14205.041 SIKGI.E lEYER flOC[T MO A SlAIII E~<:; $;TE.EL ~ :b:TJk,:7 RIM. JAl L !ill!TW #8715 SOLIDS IIITERCP,OR W/tIFT WT lll\SKET STRA!H:C:,. SET (JI FLOOR lO ALLOW MUHllJI', (F 14• ClEARAIICE IIB()V.E. !OP FOR STR,elli"R !IDIOVAL. SS-1 SERV !CE SlllK 3• z· 1/2 • 1/2" JWcRICM 5TAIIDARD "FL ORWELL" SS-2 $ERV lGE Sl KK 3• z• SH-i SHOWER FITTINGS 1/2" #7740.020, 28" X 28" ENAMELED CAST !ROIi W/#7745.011 RIM GLAAO, '8344 .111 FAUCET II/VACUUM oREAKER, STOPS, ANO WALL BRACE, ti72L0.38 Oi!Al~. MD W/5" LONG HOSE. MERICA• STAIIDARO "LAKE,ELL" #76Y2.04i, 22" K 18" ENAMELED CAST !RO~ 'o'/#8379.018 Rm Gl'ARO, 18341.075 FAUCET W/VACUUM BREAKER ANO ST CPS, #779£.176 P-TRAP W/STRAINER, AND JAY R. SMITH #851 SUPPORT CARRIER. CONNECT BOTH SIDES Of FAUCET WITH COLD WATER • . 1/2" 1/2" POWERS #T425-E-0-0-0-6-0 WITH TIPE 425 THERMOSTATIC Ol!XlNG VALVE WiLEVER-HANDLE, CElUXE HANO-HELD • . SHOWERHEAD ASSEMBLY W/HOS, IVID WAi.L BAR, AliD #141-319 IN--ll-E VACUUM BREAKER. Ei.ECTR[C DRINKING FOLlNTAIN 2" 1-1/2" 1/2" HAWS II-MC7D WALL-MOUNT W/VINYL STEEL CABINET (COLOR SELECTIOS BY ARCHITECT) FDR 10.3 Gl'H Of 50 DEG. f. WATER, AHO JAY R. SMITH #800 CARRIER. ELECTRICAL l!EQ: 1/5 HP •• 120 V /S\NGLE PHASE. __, Of-2 DRlNK!NG FOUNTA.J:{ 1-1/2" 1/2" HAWS 12113 STAINLESS STEEL SEMI-RECESSED CO,~BlNATIO!< OO!NK!NG fDUfHAIN/CUSPIOOR UNIT 111/~Clf':rnG BRACKETS AND #VP23 -VANGAL-RESISTMi BOTTOM PLATE. HB-l HOSE BIB£ I -• .. 3/4" Hll-2 IDSE 816B 3/4" /CORN #8121 ROUGH BROIi' ZE W/VANDAL-PROOF lDCKSHIELO, VACUUM BREAKER, ANO REllO'IABLE HANDLE. /CORN #8121 l'Q.ISHEO W/VAAOJ!.!_-PROOf l:OC!(SKIELO I BREAKER AND REIIJYABLE HANDLE. CIIROME VACUUM F0--1 FLOOR DRAIN 2" 1-1/2" . JAY R, SK!TH '2010-B, W/5" SQUARE MICKEL BRONZE SIAAINER. FS-l fLOOR SINK RD-1 ROOF DRAIN ·.:; JAY R. SMITH #3140-l2C, 12" X 12" WITH FlASHING Cl»1P AND W/NICKEL BRONZE RIM AflO HALF GRATE. SEE · PLAN FOR SIZE. JAY R. SMITH fl010-CR "DUCO-COATEO" CAST IRON BOOT W/OOME, UIWERDECK CLAMP AND SUII' RECEIVER. PROVIDE 30• X 30• 4 LB. LOO FLASHING Oli TOP (F ROOF DEJK PEENED IN ANO · CLAMPED TO ROOF DRAIN. SEE PLAN 1----af---------i--·--+---+--i--+f::.0:c..R ..:Sc,11!'.,_---------------1 00-1 CP-1 -WH--1 lllf-2 OVERFLOW DRAIN £.RINK il'-lG i='OlJNTAIN CIRCULATING PUMP ~ATER HEATER ~~TER HEft.TER . . EXTEND PIPE Z" ABOVE FINISH ROOF AND FLASH W/4 lB. LEAD flASH!NG PEENED DOWN I.IT□ PIPE. SEE Pl.A., FOR SIZE. . · M LIR D OCK ,r M 33 STA I NL£SS .st,££L . WA<..~ 0·M:YJNT .. , J.IAN£>tCAP :. APPJ;<OVEP, , GRUND FOS #UP-25-64-B IN-LINE BRONZE CENTRIFUGAL fUIIII W/3/4N FLANGEC CONNECTIONS. 1/12 HP., 120V /SINGLE PHASE. 5 GPM f 16 FT. HEAD. 6" l-1/2" l-l/2" A.O. SMITH IIIIC-240, 100 1,Al.LON STORAGE CAPAC IT\', 240,000 BTtlH INPUT• ~29 GPH RECOVERY RATE t 70 • DEi;. F. TEMP. RISE AND l" P & T RELIEF VALVE. UIHT REQUIRES • l20V/SINGLE PIIASf fOR INTERMITTENT IGNITION· O[VIC£. OPERATING WEIGHT = 1 382 LBS. 3/4' 3/4' . A.O. SMITH lIDLJ-20, 20 GALLON STORAGE CAPAC !Tl'• W/(:q!E 2500 WATT, 120V /SINGLE !'WE ELEMENT ANO 3/4" P & T RELlff VAL VE. OPERATING WEIGHT = 242 UIS. ..., __ ...,_ _______ L---"----,..4----'-........ --.------------..!. ]Hf •1!:JV! o ....... , .. c.5 ,. .. CJ 5~EC-'f·(,1,,-··J'<S .. ,.,.:, ;1/~AS DE~,,. .. s ..... G ........... GE r,<E'-TS "f/'Olt5E .. no T-<E .. HI~ AP.E "'"'OS'1-"LL"E"'"'"' , .. E P"0Pf"'+.,-:::, ~'"~ _.,.CH :HC-T .. -..o .. o PA,"I" -..,E,.~CF s ...... , e~ ~'-'~'CC cc,1SC-05EJ "C. ";•~ti\~ ·:l'" "uSEO !'¥ C-V'-N~C•·o>, . ..,,,,,. .._,., .• "'0"~ ;;.<> ?"~,,~-'.J·~t" ,,._.,..., 'fu~ s•~c,~,c •-=c;EC' '-V~ ..... 'C"'"' T,.,~ ~ _,,. d le~', P,.~, ~ ~,.: .O.",L-•~' ~ ! _,:,•~:, ... ~~Che~ "HE ..,,;_ .,--i '-<,;c,;-.SE" l c~ , .. I' ""-CH•~•c• \1151.A .. CO'"'ALf ..,.,H rHES~ Dl'l .. ...-,,.,::;s 0" 5PE(;i0 •C--"T10"5 ........ L CO ... STIT..JH COP,("LU5•1,1! ,,.. OE,..C-!. 0' -"CCE~.,. .. -.ct OF 'Ht5~ ,OEsn,,,:-r,o .. s ll>'"'''EI'• o-, ... ~ .. SIC-_..,S 01'. -.,fSE OFl/1, ... ',,c'.,&Su .. L~ HAVE PraEc~oer.,c-c OVE" sc•,CO D•L<E-'-:S.COI-. co-., ..... c.r,-,"& SH .. LL v€"•'' ..... i:, IE "ES•o,~ e•"~ ,,.,,,. "'-'-o• ... u., ,,,.,,.~ .,..,., cc .. oP,.:: .. s JN T.,E Joe ... ,.o r ... 1~ o>•·<.:l ..,,,-;.Ts-.: ,.c,r,~,!□ ::i, -""Y ~-"p,,.,:e;;...s ~ ... o ... ,~1 :,, ... e ... S.C",S ..... "' C'J""Q, -'J"~ -s.-o..,,--. !I~ T.-;E.iE" QAA"'•""s S>1C,, :n•A;cS ,..,_.s~ B~ su,..,.,~TeD ,,~ ,~,~·~•FSICl ~OA ·P~P-0'•"" 9EFC:"t -~o.;;ttc- , .. G !HT-'"!I" -:AT;C._, ,/ ~ I I ' --------------------.. ½-- ----------- 1 I ! [E. / IA" 'f i I I II ----'-C&./NIEC!T S RWL TO GU'TTER., ! OFF"SEir, /A/ SOFF/T, AND DROP .l>N, /Al I COLUJIIIN SP,1/CE. DAYLIGHT" c,, a• A4™ F/N. · <!>I<. {7YP.) .,.-Sf/7'; MTt.. G<.IT'TER.. . . :sse A(?CH, RANS, PIPE THRLJ FIRE ·-· ---________________ , ______ "---"·----. SE:PARATION WALL-.. -----------···-·-SCALE : NdN.E: '" ----------•-·. ... ... --r -------4 ~ I I i I 11 num,~ J 7 : IF, •. ~ I r=iy CLl~~r;--~ +' It O ci :JI ! ~~ ! /2" . • 4-'\ I~ ~- :,ii I ,~;-.9 2l . ! +->---1,.. = -=::::~::::, -~ ~:;:~, rL ~ll (,Y,i' ~1/4'' 1·_" • ~ u !."RD-/ , G =<...t..1 SKY-2'!., I J --+---~--!---+----·-· ··-~--.. -+' ,,_ D-J 'r ll O C,-J ,----- 1 GYM I ,2'1J -·•· --~-------"",.~------------- -411 /i.!D-/ RD I I ! ' '--4"c,p-1 I I I ! I ! I I ' . 1- , a"'1 ------di -----4--~ " 645 LINE ON AND CONAle::::r i ! 70 UNIT HT,<i:. W/ PLU,S, l ! VALV.S, 7YP. --~--------++.---, UNIT H647SR., PLA N.:s, ?YR ~---.. l Lrl.tSO ,,---B"oc-1 Ml!lH 3" {SD-I , . PLUMBING LEGEND SfMBOL ITEM ABBR P0l~T OF CONtiECT!ON SOIL OR WASTE S orW ( N) NE1.ll ----VENT V (f) EXISTING VENT RISER VR ABOVE CE!LI:lG VENT THROUGH ROOF '/'!R ' BELOW FLOOR ---DOMESTIC COLD WATER Clo' ·----OO~EST!C HOT WATER HII BELOW GRADE . -----DOMESTIC HOT WATER RETUR» HWR . TYPICAL --G-NATURAL GAS G -~c-CONDENSATE DRAIN CD CONTINUATION _-'-@--SHUT-OFF VALVE IN BOX -~ GATE VALVE -,XISTING PIPING --<I>---FLOOR CLEM/OUT rco . llJ CLEAMOUT TO GRADE COTG ---{'-,J-CHECK VALVE --l"v~ PLUG VALVE ,iALL ClEA~DUT \/CO ·-r FIRE PROTECTION LINE 0 PIP ING TURN UP -:i•sr-RAlN ',ATER LEADER ' , .-. .._ -D~-OV[RFLOI/ DRAIN a) PIPING TURii oo,m I . 4-'1 OD~/--"' 1 -1 1ro i I I GAS UP ALOA!i& ,WALL ,.,,-.ROM I STOii". "9TTIC AND j:'.).C..CSET 0,1-f, , 117 IN GYM H/G/-1, AS POSSIBLE,+,-~ WI 90 c EL.L £> . Gal .,.. <o"' AL3V. i -------l -------1-F._,_N._._G_~_-__ "'.':--t------t· 11;2::;J II .3 "GAS UP IN! ~A.l.L. 70 j ! I ABV. CL6, FRc::>-1'f METe.J<,-.....l.-/,111 ; , PDC AG\I. CLG. BEL. •FLR. ~El. R. TYP. CO/IT. sov RWL 00 ' j ; ·. j ' ' Tl',!,4NSPC>JteMl:tR.; SEE I · £U= CT. ~N ~ <$ -----···- l&>M8H ::PLAN C·HS C· IU-4 -C·3206 MA.UC I/;-,,,, ,., ' J ' ,, DATE iZ i;.&, \2,.-~w•"; . AEV!SWN-MAU DATE REVISION ~-La'~ , ' --~-I,'-. ' ,,, ,, . ,, I" :3" '-i . BUILDING A D._TE ISSUEO [l ~A.Wlif BY DATE \D f"lb /gc;S J-08 NeO. €>'??0 CKECk:EO Bl' PIPING AeV. Ct.lb• a• .lcD-1 I I ~------t+--J./YD"'14LILICA LL Y CALCL/LA7e0 '1 FIRE SPR/NkLE"'c M"7/N ASV. C,LG. 7V HS"I0.:5. ✓--------+t---.3,, c.w. UP NOTlE-5: I a. IN 1,\/ALL TO A8V. cLJS, (!") .S-P.R/NKLE,"< !/?I~ Dli=TAIL. Pr,,/0, VA'LVE /N BOX- AS :SERVICE: AND METER BY SAN DIEGO G,,,4.S. f ELECT. ( /1 59& CFH) PL.UMB1NG C.ONT'R. 70 PAY ALL. .FEES. AND .3" c.W 8Y OTHE.l'<S M!NIMilN/ Cx'J/\;1E ST!C wA7'1=1'< Af'E S/2£ SHAU.. 8E '¾," (.JNL.£.SS NOTED OTHER WISE, /./SE A ,REDUCING ELL <.iJ F/XiURE IF Ni=C, CCV,,,£:ST/C WA7ER; PIPE SIZES e,,:/.:s.!=D ON FRICTION LO= Cl= 3,S P:S.:Z:/ 100' ANO ;#I MA.J(JML./M VEL=lTY OF 0 FSET/ SE'COND. A p,q,t:=u,-u;; REDUCING srA,/ON Mt../57 BE /N-srALL..ED IN' TH€ DOMESTIC WA7'9<. MAIN, R£coMM.=JVD£D OUTLET .PR.ESSURe SET Q .:.,0 P:S.Z:, TO ,SUILC. /NG.:S, ,l?EF~ TO SP£C/FIC-4T10NS FO<:< P~G DETAIL DJe4 W 11\/GS ,..._,...,--, "o3<V<'.,!;a To ~'-'= ~T '<:A?IHl:'~~'1l3"1'=> ~'] la:> ~ ':i· \l>I I 0;a, -Vl"d=D e< At-I A~ ca-r:,e"'-..__ f"<WPl<IE"!'"~Y CE a:HoiE-~ '=>,,._--,,,,...i ail S4',U... EE A'tM=j '\///.. ~ ~ ..,_V\\.CI ...... A\4>.I.Ja.E. '511:a~e '-~--~ _,,.,.; ~,.;ca:, l,C<'.A~Ol-a -~ l:!E_..,..i' ~~ "'°:: . ~ e-,-' -~ • ~/, ~ ~ ~ Donald R. wren« & Amclates ()ONSUEI'ING MECHANICAL ENGL~EEllS UN W. Shaw A,e., 51111s D ,.__ CA PJ.111 ~ Ui-.flll --li1Kll164 1TY OF CARLSBAD CALIFORNIA C/TYOF C~RLS,8,.9D I ~/C/ES h'N.O P-"'<'OCE..c/4A:65'; IID0f l!Rl111S -SECT!Otl 3201 ~-------·-----C.-I-TY--CY"--09,--~-L-S_a_h'D ___________ l .-=oL/C/cS ,clNO PROCE,OUR.c"S FROM F"OOD t.JN/,S J'·. . . . . r . ftu>ICAL Kl'l'l'.liEN IOO!l'MENI' PLl:HlIN:i IUl'ES: [_-[:- ; '-,__~-ffl'ra 'l.tJ ICfiOIDI I.AYcin-PIANS, QI,./ .¥!C/.f PL.4/Js Fm ElOICI' r.o:ATICRi -11,..:iic P.:-;!1.,."'-f.:"<'S -CiF ALJ... .P"'...L.~~ c:l'INECI"IU:S 'Ji'..,) ~1-'!'"'.:ENT. ~--_,'_ ' ' ·. . ' . ··-· . AIL F1!1:ll:l'S, S!'RAINERS, AID TAILPil'O'S l'\'.:t< Klid!E2, srnKS SHALL BE fl™SBID 1W _'ffll< IG."l\;Hl1'< flPlFMENI' &lPPf,IER, . JR;TAI.UD BY 'IHE l?IlJ,OllK; --(Xlll''L . ----. ¥ fLtflB&; CCNI''R. 'IO ~ ALL. Im!RECT .WASIE !I.W.) Pn>lm FOIL SIZE · 'ID l<I'iUEI IQJIFMffll' AS RIUJ]Rl'D l!ID P:r;,E ro 'lllE liFARllST fl£Ol SINK. AU. rr-. ON<B:Tirns, ro EQ,:JIPMENr ro If DJNE BY '!HE PL!Ml.IlG CD<l''R. .S. lNSTI\LL Sl!:Im 15005 .SID::K l\llSCIIBER. Ill B.)I. LINE TD DISBWI\Sl!ER, IN C.W. I.Ililll 'IQ G/!RBl!GE OISfUIDI, J\Kl IN H.W. ~ C.W. LillES 'ID PmRINSE FAJX!::I'. i i ----------. ' N✓M.8.9?: 8,f-3.S SU.6./c'CT RD:JF DRh'/A-<S c,;'rEC'T/VE: ,U,9RCH, /?84 SECTION: L3U/L.DIH6 DE..=T. . SUG:::RSE,OE.$: /9PR/L, /,176 ' 1"~::lPOS[: Aid 1,. property dlmoge prevention caused by plugged nd ■ dr1ins. · IMpe,ctlon of daNged and "'ined J!rOperty duriog heavy rains indicated to the luilding: de_p.artm.ent tN.t folbg.e .and dll!brfs was .Stop!!)iff!! up the 11ain roof drains .. The ,..te, level """'ld rise to the overfl'l'l..dr•i• level then the debris would . · flat te a/Id stop i,o the overflow dr1ins;---;:.~ wter wuld ria to the level of· ·. · fl.ashh19s er roof j.ltk then the water wou14-!IOllr doom through the strvcture. . . rt was eoncl~ that if tlle """"r• occupaot or maintenance personnel could became aware of • roof drain &t<,ppage, imiediate 1ction coMld he taken to clear tM roof driinsw - ::r:.w DN. TO FS-f. --------------, n PIPING Ae.v. CLtS .;,4-; CW. J H.W UP n:::, 2. ;r.W. l>N. 7"0 FS-1. 6" rLJJE. THRU ROOF. SEE 1---- i. DETAIL. NI"/ C>. ------!---"'=!--"-. i 2"w DN, ;Jt;,," v.R. FCJR. , /)/SPOC::Ei<.. ----------r,....,---;---.....,_ OFFSET (i," FLUE ABV. VVH-f WATER HEAT~ Se:e. 'Pe.TAIi... P3/ D. C/...6, Cf>-l /Jri.'" 140"' H. W. LIP FROM W H-1, AND !&_" C:W C,N. TO wH-f. _:::::::::::::::....::.._:_:.._:__u s' -t 2'J :-ID 2" I -J1t _ _im.6F-""}-~1-2~i1i~~-';' t_:_.-:_=-~-=--=--=-_j-~:,·J,T22~%("T-T1 1T-i" <GAs uP 70 RANGE . I" GAS BEL, FL~. /N 4' P/Pe SLEEVE, SEE DE:T. P5/ 0. 4" .3" 3" ' I ' ' I ' : ' ' -~i. [ ___ 7: <7,, I I ) 4• , t w. ON, 0/.SH· .:C/.IV. FIN, BEL . 2" ~"c.W. UP 2" W. DN. • "V WC,0, 1 1 1/,f'_' V. I'<, FO.R L)F-.3 , PIPING IN . H8-2. :L,.-.3 _,, =!<.C, Bu::>CK WALL,,-, -t::==. __ 2" • OVERFLOU ORA INS AIID SCUPP£RS. \!here roof drains are reoui red, ""erfl ow dr'1ins having the sace size as the roof drains shall be installed with the inlet flow line located 2 inches above the low Point of tile roof, or over-flew scuppers having three times the size of the-roof drains cay be installed in adjacent parapet walls witll the inlet flow line located 2 inches above the-low point of the adjacent roof and havir,g I miniffl:I.Di openin9 beight of t inches. Overflow drains shill be-conne-cted to drain_ljnes independent -fnR the .roof dr-ains.- ,ov-t"rflc,.,, drains. shal.1 tenn.inate so the ove~flow drains will also serve-as an indicator of a roof drain prob1em). Overflew drains shall tercinate in an area when, it vill be readily visible and will not cause d...,age ti> the building. RECC!'l'!Etm£D TERMINATION LOCATION: . • l. :Whef'e roof drain1 terminate throu9h a wall. overflow drains will teminJte a :lrinir.un: of 12 fnches above the roof drain • -2:.. Nllen roof ~r-a ins are piped to-.in aporove~f u-nderqround storm drain or cu-rt~ the overflow drains will terminate a mini!illi\1 of 12 inches above ground floor level iR • readily visible location -which wi1l not cause structural daaiage to the building. . 3. !!hen conditions of IM!sign dittate that both roof drains •nd ovorflow drains · l>e underground, •nd determined by the 8ulldl11g Official, this condition exists . Tlie 8uilding Official 1111y lpjJrove a secorld•ry overflow with a ainilDIIR of 2 inch oi~ .sin•,. piped fror;i &n inverted te-11! in the overflow drain to an out- side, readily wislble location, which will not cause structural damage to the building. • • , 2" C.W DN. IN CHASE TO GATE V-"?LVE ,,; PD.I ,...C SHOCK AB56RBE~ BEHIND r ' I JJ] NUM.6ER: .80-e:, I &--8<./ECT 'ROOF NIOUNTcD E".:VUiP. PUIPIW:: IIITEl!T: POLICY: PRO¥ !DE INSTALLATION STANDARDS FOIi Atl R00f IOJIITEII [QIIIP!ttllT All) PENETRATIONS O.~ CMIERCIAL ANlJ INOOSli.!Al. S!J!LDUIGS. --i I t" l"fT l".ELIEF LINE. STVl:3 4-"s ,'/ND 2"c,w GR .S!.o" OU7SID£ &...CG CONT. BY 07H.!:R,5 IG, • X lb• WAt...L ACCESS oo= ~-----~ ··ENLARGED "'SCALE: 1/4"-1"'-0• . -,, 3" \I.T. R. PLUMBING SS'-2 ~-~" c.w. (.)~ 3.11 w. DAI.)! .3 11 V.R, ,C:-C,,'< ss-2. PIPING /N COAJCReTE BLOCK WAt..t.... PLAN . .; . .., ~ '1-------=s .3 1,\1, r I c. vv. c,EL, ,;;;R, 5~o" OUTSIDE BLDG. CON-. BY CJTHERS. MAINTENANCE. l3LDG. ,--¾" C::W I.IP TO HB-1 @ -t-/::Z~ TYP. ,---! L ____ , ___ --". -- ~-HB-1 __J t i ,------- "PLUMBING PLAN BUILDING 0 SCALE: 1/4"-1'-0" Te,E ,..e;,-,,-~ o,a..w, .. Gs ...... 0 ~ .. ,c.,,c .. T,c.,,~ ..... c -D~.O.S_ "~~l(i',S !"-'.O .. .,. ....... Cf ... E ... T~ "E~ .. .:su. TE G ~sf"'' ii~ "-"E -""<0 ~"'"-LT .. E ...... , .. T-HE" f'laQ~E" T ~ c;> ... E "'-"CH 'TECT ..... o r,,o .,,, .. , T~E .. El~ ~ .. -~L BL ;::o•,E:, o,sc,-:is~, rr, COT>1f"$ <JR '"SEO'" CQ", .. ~CTI/.J ... WITH""'" WOF>~ ◊~ ~•OJEC: ;;, .. ~ .. r .......... t.-,E s•EC1f1C •~CJECT ,c.., ..... ,c~ ~e,fY .... ,,, ' BE~ ...... EP ... n D .... o -Ot ... ~ L'.J .. E"D "'" -ou, T><t ...... -~E", CO .... ~E ... ~ 0~ TME ... ~CH•TECT ... ,s ..... L ~o,,, .. cr ..... , .. rHfH 001 ........ , ... ,;,s 0" ~•~co>1C.Ol'O ... ~ 5 ....... ~~ C:Ol-l;S.T•T•,.1rf COf\~UJSl"~f e-~HX"ICE Of .. cci~, ..... u Of Ht!SE Fl~.S,Jf<ICTIO-h~ ......... ,E .. ~l ... tliSl-0-"'-S o .. ~ .. tSE Cl" ....... -... ~s s-AL~ .... ...,-e ""EC:{OE ... ct 0\/~ll SG"-L(O o,-.., ... -s;1Q.-. ,:CC,"'T ""CT-0"5 :i'"-"-• L >,'~"IF~ Ar,,~ It "tS.P-Q"<Sl'l!LE > ::II'_ AL~ lll"'t:"' s-o .. s ,.,.o co-.c,~,c.,...,5 :)" r,.,, ,08 _.,.o T,.,~ oH,c-E -..u~T e( "l□''''EO or ..,,a ·.-A-'l:AT•O'--S •l"lo ... 'HE D!\llu,s,o ... ~ ,.,.r, ,:,;-,..p,Tn),.S ~ ... .--,.,.. .. ~~ lHHf 0""-W'"'GS :s-<0• o,,...,,~~ ""l.JST !"t sue.,.-~,~.::--c ~ .. ,so~••c[ FO"' A~•.,o~.o.,_ ~E~o.,., ""'-,:,-;:;,~~, ,..,s, w,T~ • "i" 1,:.0., ,::,---; ' ----------- GAS DN. To BUILDING A ' WH-/. STUB CONT. . -. SCALE: 1/4"-1'-:-0" w.c.o., --·---~- PLAN BUILDING C . -. __ , ,-... ---------·---'. i CONCE IOAI ,--~--STUB 'fCAP f.e,, C,W W/ 6'1TE V4LVc (iJ -,e,• FOR FL/7UR£ ICEM4J<ER. WH-2 £LECT~IC WATE~ ON FL~, SEE DET: n I Wc-2 I ' 4"v .. R.-· w.c.c. I• 'YYP. '----------t--1:-- ..,,, IJ ~ -,. "'· 8EL. C.W AND ALON€, c.w. DN. At-ON<S , . FD·/ ,, Vz c.w ,C:-ROM 8EL !='LR, 'TO FD-/ j ' TP-1) TYP. FOR--;fi._Z .. .C. D. '-S.-----t"7-Eu-l ,, 2. C.W. VP /N WALL. TO GATE VALVE ' :r 4 BEHIND /,;:,")(Ir,,,• WALL. ACCESS i . i ' ----· · DOOR G -,. 6"'-o': -------____ --~ l--,--~~'f'_·"'·_-=::~:-~"0 ·:"--)._ 4-" 5. C::OA/T. :STUB BY BEL. GR. OTHeR.S. ----- WC.-/ FD-I i I.if;" c.V\I 4" .s: D.V. 2" V, R. F 0)/;; W: C, 1 'TYR I HD-2 ""= ' A , = '-""'L, .....,v., TYi'; ~C::.::::::::'..rp--J-$1EHIND PAN€L. -----,_-__ ~_=-~·c,· --"~-+-+-Z"c.w UP ,<;ND o,r::-.C.sET CVERHE.AD. ' i ' I . • --·--=-=::.-_-:r+-4 co.T.G cs£E C:__ ' DET. Pl I .D. INV, EL.•. -----------------,, ---2 C. W STL/6 BEL. GR, PLUMBING PLAN .a'-o" 86:L. F1N FLR.. BUILDING B C-05 C·16H C·U:06 MAU , / / , / ' S'-o" our.s1DE BLDG. =NT. By OTHER.S. OA 'rE REVISjON MA.UC C-/1.H v'-. II " I/.._ / ' / ' ENLARGED PLUMBING PLAN BUILDING A SCALE: 1/4"-1'-0" ----! 1,-----7_ , I I j I : ' ' /~h c.w LIP TO ABV CLE,~ -----,1---!---~·-"- PIPJN(5 NOTE:; ' -4.c?V. CL<S.4~-+---------------------- 3''-.... , ... .sEE /9,</,cH. Pl.ANS F<JR EXAcT LCJCATJOA/ OF ,C:-LOOR DR,.qlNS 4''-, r---t7 r::::: \ IN CHA.SE. DI'✓. TO G,47£ H£ADE7<, 2" VR. W.C. TYP ) VALVE. " 2 W DN., LAV.S. E;NLARGED PLUMBING PLAN ·BUILDING A ' REVISION DATE JSSUED • CRAWN ev OiliH 1,oJ-i;, lb6 JOB NO. fl..0'¾> }s':J'µ-' c1-1eci-:1:t1 eY -r; fl '-i},,)<J/~~- l>i!iiald R. l.awreace & Associates CONSULTING MECHANICAL ENGINEERS lJIIW.SlnA,e,,SalN,211 n-,CA'37tl Cit) J26.11t1 MEllOW , PLUMBi!'JG PLAN BLDG.A,B,C;& 114• PLME PLAN STAGECOACH PARK . COMMUNITY CENTER BUILDING BAO ALIFORNIA ---------~·------. ------·---~--- • . .;1!-,:._- . ~· -:,_~ - -. ' . ' -1 . . -. I / -! l j l l I I I ! . ,. - . .._, . -' ,t---.,--,=~~ -~·--~~---+-~~-➔--~,---~ ~ ·- I / ' -; ·-..; j, I· I• I _.· I i / (· I I /- I ' --7/YDP.AilT -.--t.7fG-AT_!:-VA.1Y.£ ;J :_SY,!, 'i.1; TEE I i ' 1 -0 l j i ·. l j I I ) \ . . -' ~ -I , ./ - \ ,-"✓ -·. \,: ✓ . -J' ·-,,~ ,/ ' -. ·,. >~ /. . . -,,--.-.• .. I - - -. .. ", -. ', --·-- : ' . ----+- -~ -,--. ' ·. - . \_ I ·FIRE-~_DEPARTMENT Cn:Y ~ CAR!,.SBAO -~;:£2~ le;;;:~:: . -·= """' . . ..... .. -. .....,_";.;: -/ , I . / ! ~o .,0 , -, ·. I ~-\'-': V ,. I • Js:'>'-+" j~ ~ ' . ' 01..IVENHAIN MUNICIAlL WATER OISTRICT 'WATER !M)RI($ APPRO\/AL llPPRO\/ED BY, BOYLE ENGNEER!Ni CORPORATION ' - . -~ ""J ,, • · OISTRl9:r's CCWSULTIHG ~ ,. • ' ::J . .... -·• ,';. (' ' ~<-, ,_ • ,~j-~·~~~i • SEWER AJOPRQVED • I • • '- ~-W42:fj;fjjfit,atFi?-·,:,c,:sr,;-:.-,.?t r(--7~_-- • • I - i> L1,.,:f_ i. '""·· ~~ ~,-. ~-t· i . ,· '""' ~-. - -'•,j -; ·. f,' • ,~ i fl (i'--~;-ry~,.;_.-+--,-+r,/f,-~-._..,..,f-.---,/--+--,¢''~'.µ.'~"'.".:.----C..'..~'.'"'---,--+~~::'.: ,-) ,•1.' •. ,V - I • . /211 . --~---. . ' -. . /2./ ' / ;/ / • j ! I i 1 -j • • I ' . -----_,, ______ -•--+·-· •-C·• • - -,--.:'. _.lL. - • --? --.~✓ __ _,, - -- N,382.000 "C •• ". . .,;,._-.. ll"-'4. .. NHO __ .. u:;;;;,.._R ____ IM ___ CONS __ -""'TR_UC'--'TI .. ON=-... NO=T""E"'-- -. ALL . MANHOLE RIMS lN PAVEMENT AREA ' •· 10 lilE -CONSTR\!ClED TO FIHISI-I f!l:VEMJ:J,iT ll.Sll 1.IIOO -'- -I t ' I t ! l ' STAGECOACH PARK PL3A SEWER AND WATER LAYOUT (EAST) I -' DWCi 261-9 47 OF 60 (PL3A) !.. ! . . -,'~<">•,~='·f -.,...•~1! -' , __ i i .i I r -•':• ' • ¾ ,., .. " .. , " • -'il< f • , ,-/"' ·GENERAL NOTES , l" ' . -ALL WORK SHALL BE DONE ACCORDING THESE APPROVED PLANS ANO. SPECIFICATIONS, THE CURRENT CITY OF CARLSBAD STANDARD SPECIFI- CATIONS, THE CITY OF CARLSBAD STANDARD DRAWINGS, AND ALL APPLICABLE CITY OF CARLSBAD ORDINANCES. 2. NEITHER THE CITY NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY' MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CON- STRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING--TO ALL LOCAL, STATE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. . . ~ 3. THE CONTRACTOR SHALL CONFORM TO LABOR coDt1SECTION 6422 av SUBMITTING A DETAILED PLAN TO THE CITY ENGIUEER AND/OR CON- CERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCH OR TRENCHE~ OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION, IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL OR STRUCTURAL 'ENGINEER AT THE C~NTRACTOR'S EXPENSE, ' 5. 6. ----------·------THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILI~ TIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE, AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE , PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES'SHOWN ON THE PLANS AND ANY, OTHER EXISTING F~CILITIES OR STRUCTURES NOT SHOWN, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDERGROUND) WITHIN THE PROJECT, SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISION OF THE CONSTRUCTION PLANS IF IT IS FOUND THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK, THE CONTRACTOR SHA~L NOTIFY AFFECTED UTILITY COMPANIES AT LEAST 48 HOU~S PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH COMPANY REPR~ ' SENTATIVES. SAN DIEGO GAS & ELECTRIC COMPANY PACIFIC TELEPHONE COMPANY. INSPECTION CITY OF CARLSBAD. ,(800) 422-4133 (800) 422-4133/734-3031 . . LEUCADIA COUNTY WATER DISTRICT . . SEWER WATER OLIVENHAIN MUNICIPAL WATER DISTRICT. 438-5541 753-0155 753-6466 7. NO WORK SHA1.L BE COMMENCED UNTIL ALL PERMITS HAVE BEEN oa~ t TAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD AT.LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION SO THAT INSPECTION MAY • . BE PROVIDED (PHONE 438-5541), • LEGEND. (for sheet L-3 qnd L-4) EXISTING STORM DRAIN ____________ = = =0=== EXISTING SEWER MAIN _____________ -S-S-- EXISTING WATER MAIN _____________ -W-11'- EXISTING SEWER MANHOLE _________ -__ -----1-' ;--- EXISTING FIRE HYDRANT - - - - - - - - - -,... - -__.,-H PROPOSED VC P SEWER LINE __________ ---- PROPOSED VCP {OR) A,C P WATER LINE _______ --- PROPOSED END CAP _______________ ----1 PROPOSED FIRE HYDRANT _ _ _ _ _ _ c ____ -»-I PROPOSED SEWER CLEANOUT ___________ --•-0 PROPOSED SEWER MANHOLE ___________ ----<) +- I . I I I I ' - ~---,,-,,. __ ...•... -~,--.-·---,~a,,.::. __ ..,_,..-_,::-~::~.:---;-." ;:z-.:-~~=------------; B, WHERE TRENCHES ARE WITHIN CITY PROPERTY, A SOILS REPORT-,-....,;_, __ PERFQRMED BY A QUALIFIED SOILS ENGINEER WILL BE REQUIRED, COMPltTION REPORTS SHALL BE SUBMITTED TO THE PUBLIC WORKS INSPECTOR AND APPROPRIATE DISTRICT ENGINEER UPON COMPLETIQN OF THE WORK. WHERE EXPANSIVE CLAY OR SANDY SOILS ARE FOUNR UND.ERCUT _THREE FEET BEU/W PROPOSED GRADES AN_D BACK FILL WITH ~ SUITABLE MATERIALS UNIFORMLY COMPACTED TO AT LEAST NINETY PE~CENT MAXIMUM DRY DENSITY. e 9. 11. S E W E R S Y S T E M N O T E S 1. LATERALS AND MAINS SHALL BE 100 PERCENT AIR-TESTED AFTER CON- STRUCTION OF OTHER UTILITIES AS SPECIFIED IN THE CITY OF CARLSBAD STANDARD SPECIFICATIONS. 2. 4 •. 5. ALL SEWER LINES ANO APPURTENANCES SHALL BE INSPECTED ANO APPROVED BY THE PUBLIC WORKS INSPECTOR PRIOR TO BACKFILLI~G, ALL PIPES SHALL HAVE A FOUR-INCH MINIMUM CRUSHED ROCK BEDDING , IN ACCORDANCE WITH THE APPROPRIATE STANDARD DRAWING. CONNECTIONS TO EXISTINQ SANITARY SEWER MAINS TO BE PER TH~ LATEST STANDARDS AND SPECIFICATIONS OF THE LEUCADIA COUNTY WATER DISTRICT ANO THESE PLANS, TWO SETS OF CUT SHEETS SHALL BE PROVIDED TO THE PUBLIC WORKS INSPECTOR PRIOR TO TRENCH EXCAVATION. . 6. PRIOR TO ACCEPTANCE OF ANY SEWER LINE BY THE CITY ALL MAINS SHALL BE FLUSHED CLEAN USING THE "WAYNE" BALL METHOD. 7. ALL V.C.P. SHALL BE EXTRA.STRENGTH PIPE WITH PLASTIC COMPRES-' SION JOrNTS. WATER NOTES· 1. 2. 3. 4 • 5 • WATER DISTRIBUTION SYSTEM AND APPURTENANCES SHALL BE CON-' STRUCTED IN AecoRDANCE WITH THESE PLANS AND THE LATEST CITY OF CARLSBAD STANDARDS AND SPECIFICATIONS. THE CONTRACTdR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE OIVISION OF INDUSTRIAL SAFETY BEFOR~ ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS, BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING OLIVENHAIN MUNICIPAL WATER DISTRICT LINES, A PERMIT SHALL B'E '. OBTAINED FROM OLIVENHAHI MUNICIPAL WATER DISTRICT'S OFFICE 1 AND IT SHALL BE SIGNED AND APPROVED BY DISTRICT ENGINEER ANV DISTRICT SUPERINTENDENT. . A PRECO~STRUCTION CONFERENCE MEET!NG SHALL BE HELD A MINIMUM f OF SEVEN DAYS BEFORE CONSTRUCTION BEGINS. WATER SERVICE CONNECTIONS TO B~ CONSTRUCTED BY THE POLICIES OF OLIVENHAIN MUNICIPAL WATER DISTRICT OR UNDER THEIR DIRECT- SUPERVISION. PIPE BEDDING AND BACKFILL TO BE PER DETAIL FOR "COVER O\fER P.v.c. WATER." BACKFLOW PREVENTERS AND REDUCED PRESSURE PRINCIPLE DEVICES FOR IRRIGATION PIPE LINES TO'BE AS SHOWN DN THE IRRIGATION. PLANS. 12. REv1seD sTANDARD sPecrF_rcA·r.roN Foli sTERiLrrArtriN, sEcTr-oN-· c:."f7 -- To READ AS FOLLOWS: 'l ••• , A CHLORINE CONCENTRATION OF APPROX.; t ". IMATELY so ___ PPM OR THAT" WHICH WILL PROVIDE A MINIMUM RESIDUAL·,. ·_ OF 25 PPM IN'AJ.L PARTS OF THI;; LINE AFTER 24 HOUlf.S HA~li'i ~EL~~SE~••• " , , . . . " , ' ' ~ ___ "'{i ~ ...,.. 8 <> ,:, ':> ;-" "" <> ,. .. ~ I "' ;jf i "' g ,b ;----~--+-~ 9j l "'• -~ -ii( Ji M~r-vv . ' ; ' • i I I i ' ,. • ,_ ,. I . . ;,i·"" ., .i ~,,ifr- l ______ .,»:!;12,oog ' i i -:::, 0 >. ca -... Cl) -ca 3:: "O C ca aj 3:: Cl) en date I • ca 0 .. "C ca ..c en -... ca 0 -0 sheet no. -~ .,\> . '..,.~ .., - " i: 'C ~ -~" - \✓- ,.{ ' ;· ' ' ' -<',\' ' • i ., .. '~-.-· :·1.,•; ~ '. '.t -?·-, ,'. -- -g f./" ·- ' (t-, .:, > L 2. ~ll. AO~K s:~~l~ 9E ~0kl ACtC~DIN~ THESE APPROVEJ PtAss· ANO S;E1;lFICAiIGtl'St 1,;>! ,;i}HPC:4T· CIT'I ;)f CA~:LS9?,0 STANDAftO' SF'f.C!P!- C,~ ftr:ut5, ~-;-P:~ Ctff _,:;rt CAX1-l3At.:f SfAN6t"H,:t) OR.tHH/H;s.· ANQ-At,1,. ~PPtH'!';f~LS r::JJV Cf i;A:?~5i3AO i;t;"CJl;-iAN(:fi:.St , . . . . \ ' N"l rHtil, h<!. (!TY fi0fi rf•E ENGlNEErl CF ~o,~K wlk1. EtSQR\.o SAFEfY · H~ASt...-~F.$ OR ;,E_~UUH!iJNS ~. 1HI'! Cl'.J~TRACTOR Sr14LL 0:EStCt-t ~-ecN ..... STilUC( A,•,t:, M.1HH,f!N A<.!. SAf€f(' [)[VICES, INCL~·on,a !iP.dRI,~O, P.,'l't} srgL~. 3~, $,11-ELY ;_>~S?tP>tSlL~Lt! f'(,R" CONFORMING .:ro AL(.-·1~0CA:l) SfATf Al<DJEDE~Al s.~F,TY ~NO, HF-Ai •. T,i ST.~NDlRD,, l.(wS: AND ~-EGUtAL!O.NS.,.-'· : ... ··. ·' ..... ~.:. 3. · 1 f;£ CO~J~p.,::TiJR $~ALI. CONF.ORM' t'o' LASO# ,:ooe 11SE(:T 10N 61i2l 8Y' su~;•lliP<G /\, N,fAlLE.0 f>\.A,1 ro lH.!l CITY ENGHIJ::ER ANO/OJ! CON~ CERN(? ACE',❖CY $H91'LN{i THf! .. !:>E~lGN 'OF'· SHOR.UIG; &.~ACING OF( OTHER . l'R0Vl5!CNS TO SE MAOE F.OJ 'liCRKER PROT!.:CT!Olf fR(l!i fHE HAZARD' GI' C,sYlNC, SRO!JND 0\/R!N~ T~E EXtllV.~fl\lN Of !RENCH CR lffftlCHJES ·· OR O'JR!N'3 HIE PIPE 1)1$TP.LLAT!0!'1 fHERF.tN •. THIS PLAi1 MUS, 85s PR£P••.,,.a FOR AL~ l),ENCl-!£$ fl.VE FfET OJ\ !>(C~i !N Dfi>ni: ANO" ~J'?RD<EO BY ,he C!l'Y fNG!Nt'X'l ANC/OR ,aNC!iRNED ACl(NCY ?RXJR· .. ·' TO EtC~VArI·QN,. IF fHE PLAII. VA.HIES 'FR0M TH,E, S}10,lllN0 SVSJf.M. ·, Sl~NOARj)S ESfMlLISHEO 8'1. fl!€ CONS'fRUCTIQl~ SAfEf1 OROE_RS;· fHJ; · . ?I.All, ,SH~tL $E .PRE?~RED ev, ,q REGIStfREQ •:.iV!l .OR ST.RUC:TUR~I. ,' EN.>2iINtir.€ !\T H~t: fD:,tHU\CfOR'S EXP€NSEa ,'. . . ~ -.. ' . . - Tilt 'ca~r?,;cro~ SHAl.i. 'IERIFY fhE' LOCAi ID~ C( All ~XIS,flN!, Fi\J:!Lif!€!)'. (f.~QV,E ;;:lOcHiJ ~:,o Ui,Di:'.RGRUUND) WITH1~. T~E PROJECT 9JJI SUFFIGlE~Jtf AHiAO 61. IHI CONSTRWCIION JD PERMJi THE RF.V!$tOif GF 1:it ,:o~SlRt:CTIO:,·pLANS !F. lt IS 'i:'OUNO fHo ACft.J,'.L , 1.ocA1H,NS AR? .t:. ca::,NFL tcr wi:rH rHF. ,PR0Fosao iii,RI<'. • . .:: •, · 1 - • , > J ' ' JHE c(~rtiil:rc.R SAAl;t. NOT!Ft JIFFECTEO UT>!ltT'f c'bMJ'AlillES. AT lEll$f \(!; ~OUi':$' f''<l:lR ,ii) sr~R.rJ;N~ CCt:/SfR,'J(;TJO}!·,'IE~R. flJijIR fi\C{(! HC.S' AND S;{A\\. c,:,0;;;01,;~ll f'H€ ~ORK ill.TH CdKl'ANY ii(P'~1';~ $l!liTATl'le,. . : _ ' , . ' ' . ..-.. " l' l!'.XISliNG E.X!S t\NG ~Xl$11NG EXIST,NG PRCPOSFO ,PROPOSl:O Prt:CPOSEO f'ROPOSED SEWER vc?. ,_,, . ' ' . ' . ' -~ f!YDRANT :_ .•.•.••• __ ••.• ___ .• __ • ,,-;-·11 ~i:-wi;,l, l i"F . · · , wl-H-1"1 ..., •~-- _ __. ~--~ --_ _., ~ •---,-.-,.._~~,,_ • .,.__,,,,.-.,.. ·--·:.:_ __ _ • STAGECOACH PARK PL4A SEWER AND WATER LAYOUT (WEST) l t l T ' i l ) ' ' '.a:,"'\ "1,"Jf~"). i"' JCA::<':J ~~ ...... r. ·• ....... , I I i , I -·~•·"··~---·--·· ---'""" , I ! DWG 261-9 49 OF 60 (PL4A) /< .=, ~1 =-f -.,..__ ' ' t . ' -' "\ . _ __ ,_ l I , ' r . ' ' l ' ! .. 1. •·' I ' , 1 1 l ' I ) i ! i _, -, --j' " -- ' ., ;<. \-:· -. ·,,;--l ..... ·--. , ----,~,.,,.,.. ·r'" r ,, ' --,-------~--- ' ' . ·.·' ··: ·.;,1,;; " " ._. ,-''t I UNI, OVE'/2.HAN<:!;5 Pt..AT-=oR.M e,• FOA DRA/1,1 ---- -_j '----,--,- 1 I . j . u I I "' i • i I ! I : l ii d , I PARTIAL ROOF' '«:,.,,_ SCALE: 1/8" -1•-o• -¾~-~~ AIR CONOtT!OlllNG LEGEND ITEH '2 ROUND DUO · ,. • SHEET METAL DUCT DUCT W!TH ~CCUST!C UN!NG --~': · 5UP•LV Al~ DUCT DROP RETURN AIR DUCT DROP EXHAUST AIR DUCT DROP •fji;,·I><) SUPPLY A[R DUCT RfSE , RETUnl·I A lR DUCT R [SE • EXHAUST AIR DUCT RISE ·• •.-. , TURIIING VAtjES. · ,--:.: ; EXTRACTOR • -. VOLUME COIITROL DN-IPER t .WITII LOCK[IJG OUADRIINT ,SSSSV FIRE DAMPER HITII .,,.c A ACCESS PANEL J -=-CUBIC FEET OF AIR PER MINUTE ti') - . THERMOSTAT AT +5' -0" D[RECTION Of FLOW SUPPLY AIR RETURN A!R EXHAUST AIR OUTS !DE AIR • PIPE OR DUCT TURN 00\iN 0 PIPE OR DUCT TURN UP OY PASS T!MER .... PO rtlT OF CONNECT! ON t---i EUSTING (DESIGNATED) TH~ ,>;BC·,E :-P.o, ... ;",-;';S A",:) ~Pc,:::,,,c,,_,,,::.,s ,:.-.,.p •O~"-',i ,,E~,'.c~; .,...,[, A""""'·~ "'E"'Vi "EP"E!iE .. Tl<C T-~"IB~ ""l .. ,,...,., .. ,,_L, ,a,;c-.,._, ... T>ff p,ac:,n•ny C' T><E •P:c .. CHCT ""0 '<C-'".a-FIT H<fRFO~ S><All ~t ,::<1~:EO D-SCL-:J:S-EQ 10 VT"E"'> O• i,JSC;:, , .. c ......... , ,, ,.., ..... ,~,a ....... y "'D"" 0" ••OJ~CT ,::r ... t Fl 1 ~ .... THE S-PECI~ IC p-,,o;ia,;Y >-(),a WH:C ... THEY ........ la .H .. Pf';EP,>"c-0 ..... :) ;:,EV~L<,PllJ ..,., I '-OY' r-t ,.,.,.,,H ... CO"'>""~ o• T.tt &l'lCtll'.tC. 1ii'.j-l,IL a::or.1.u::• ll'l'IT-·o,tJ-t D"llr'l'lr-.\J-~ v" ~~,,1 .. 1.;,.,,;_;,..,,~ S><"-Ll CO"'-S'"•~'_Jf[ co .. -C:,l.J~'"' Ev,□u,c, :)~ O.CCH"T ..... ,C:E 0' H•IH "t5'"•C"•{JN',i w.,,,-e .. O<M-EOd10"il:S-o ... , .. ~s.r. 0"1'1W1 .. G5 ~ ... ..,~ L ........... ~ ••ECL lJ~ .. CE o..-~ .. ~C• 1 ! 0 or~~"<S'0" ,;o .. , .... ,c,o•s ',iHALL ~E••~~ "-"'0 !IE FlES•o .. s,~•.f ,011 All"~ .. ,.u .. s10~ .,,..:, co,.o,,,o,.s a-,,, rr<E J-,-,~ ..._ .. □ r .. us o~•,c-f '-'•JST ,H .. 0~1~11a::--a• .un• ,.,.,_;,_,_.,T,0'-1 ~"OM r..-1 e,,MP,~;o-.-s ,....,D c~ .. □.~ Q'SS SMQW'S u~ '"'Hii D .. ,. ..... ~s ~,i;-g~f,'}-:'~'ss .. '."t:~~\·,d'~ Svl-"'·~~~-o TO T ... ,. Of~ ,u "~" .,.F .. -Ql,I .. ~ U[ • 0"f P1'0(.e !' ~ ---- - TV . VCD FD CFM T'STAT SA RA EA OSA OPT POC ( E) . □ i ! I ___ _____J: MAK.£ ·/JP All< /.IJ,Jtr .:Ill .L)e.T ,,ff/// L!, PLAN (A\ ___ ____...'0_~s! v (A' '-'-'-+-------./ . ./ • i I , \ : ! ' : i I ; i I 11 II -' @ 4',, X/2. . .i0770J.1@t5'-o" ----------- ' L_ __ _ I I I , ~--·--. -l_:,_-,---_;,,_~·---+--- C C i ------------+---t-· C r-i' ' l f i -----t---_J__ --i-------------------------t=.;,L...J _ • i Ir i • 6iVkl [121J Er I ®C£ILJJ./• +, h'/N I 84:5c~O I /2fs'A7'4a,e, lMO/INT ON WAI-L. AT Fr. 1-,;," u ---------·--·---·-·· -~------ ~ MILLARD ARCHULETA -fP ~E~:EP1}!,!!fJR Pl~§~91~1~~ 5405 STOCK0,11.LE i,IGH:WAY. BAKERSf'IHD . CALIFOfl:NIA 93309 ! eos) 8J1-1105 ;_ _; __s------ MJ7c$: /. ~ Q"kN<'.; ~UPPL'I AIR G/<li.LI: ,4N£J Bl?AJ.Of £JUCT £!iir,,JllS, .Sb£ .::l=z:4/L MI/J) AIR CONDITIONING ;c•H:5 C· 1$S4 C·no• MA.Ilk , .... /',. ;; ' DATE REVISrON MAU: / .... /',. / .... / .... .,, PLAN DATE REVIS.ION DATE l~P-4 -3w 400 C-Pffi {rrF OF ,;t,) ,;Z:Z,:24 e,oo e-PM r £. E,,011 ,< I£.,, 900 C-FM.5€£ £JE7:M7/p e.=rroM AT F.F. +-17"--d ;4",,: IB 11 300 &f"M.:5£€ .t:JeT. ,A,,17/a 80TTOM A"T F.F. + 15-0~ {TYP-o,-. ;2.) STUD ~AC€ 4'.I WAl.l /!.BOVE SOF!=IT ~----' .FO,R a:1416U:S7/0V All?. L>Y 4/iN Z COW"'R. $ll A/lCH, £!£.TAil All/.:>. IZ "x to" LLJW COM8LJ:ST/0/4/ AIR. LLlUVe,IZ. .:'££ ARC4 . .ow,:;s. ISSUEO DRAWN B¥ DUE 10/,;;1:, /,-,.., ' J06 NO. . {!:h,o Ct-lECKEO BY ------------------- STATEMENT Of DES[GH COMPLIANCE Divisions t,S,.i; of tll:e California Energy Conservation standards for non-resident1al-ffl.lildings have been N!-Viewed and the building design described on this page (these pages) ts in substantial conformance. ·S:-,.. . /)_/ ~ / /<..._ >#t.a->.,:::.-'y" Donald R. Lawrence & Associates STAGECOACH PAR1{ COMMUNITY CENTER BUILDING CITY OF ARLSBAD . CALIFORNIA . - -.. _j -CONSULTING MECHANlCAL ENGINEERS 13111 W, Sbw A....,,, Salte 2B ,-.., CA. fflll OIJt DMlll MEUN4 ,_ ... -.·....:...----'----....:. .:·. l '.iic"f 1 ' / l ' l ! 1>-<E ... ~-ov, o ........ , .. ~'S-...... 0-s~oc,:,,,.;: ... ,,...,,.s ... ,.:, I-:>t"-S O~SIGr.S ,. .. (;. ..... A ..... GE .,.,e,.rs .. ~~RESE .. TEO T"!-'E8~ """' ....... o~--'-'•LL .. F ...... , ... T>-<( <>RGnAr• C.,f l><E •ACH ;,t,:T ...... 0 '-'O ~Al>T T>-<E .. ~O• s ..... L~ &t c:i•,ec c,SCL05EO 10 :n .. EP.S 0-FI uSEC.: , .. (.,, .. ,.~cr,o-.. w.~H ...... WOF'll OF< PPc,JJ{C" ,.,~ .. , .. ,-....... TIH SP~CI•--:: FR-OJ£.:;.,. f-0" ....... ,,~ , .. ~ Y HAV~ !Ei" PFIE ~-".FIE D AND 0-'E l.'E· O~E Q .... , 1-o~•T THE ....... ,TTfk CO,..Sf ... r c• n•t .,.c,.,,~c, v,si.,A.~ co,.r,c1 ..,.,, .. n<ESt o.,,.._..,,..,_,s 01> s~1c-,,,:::_..,,o,..s s .. •u. c:o .. sr,,-uTf co .. -c:,u-s,,..E F~1ot-..ct o, •C-..:l..-,..,,.cE '·" ,,.,~~ Fr~S~,.,c,,0-.. s W<i1TTfN O•Mf"•SIU._S o-.. H•ES~ OAA.WI .. G'5-S><-"Ll ..-A\/E PR!((;)E .... Ci 0\IE" -S.CAL~'D 0 '-'t'-510 .. c-o .. ~ ..... c,o .. s :S-H"'-LL 1,'EAoF'f ..... o 8'E qcs~o ... ~•-LE ~0" &LL [lH .. E'-s,o-.. s •"o co,.p,~,o-r,,s ?'-TH! •□• .o."'° r,..15 -:i<•,c:E .,.uST eE -.0~1s1E.'.J o~ ..,,.,~ 'VAF'i1ATH)NS ~Flo ... T>t! c-, ... u .. s,u .... s -"-"'l:i ,C"JNl;JIC·Q-..s 5>-<<..:W'-~· THES! C,A.1,WlNG~ 5 .. ,0. Di ,. ... ,.~s '-''-'ST IE ~u .... ,~r~ D T:) TH•5 cJF~ 1(.l <OF> A~~AG-v• ~ flf0"F ~+>:lC~Ec> l.,,ci WIT>< f .. ~"'tA: :'.J"I -----------~---__ ;r··---------~---------~~------ ' • CJ,TT _OF CARLSBAD. • POLICIES AND PROCEDURES . IIUMBER: SUBJECT: · Rm' lllllllTEll EQU I Pl1EMT ' ,-------------1--------------------~ • EFFECTIVE: 05-0l-l4 SECTION: 8UllOJNG DEPARTMENT 80-6 !0,..10-80) SUP£RS EOES 'B0-6 05-01-81) PURPOSE: INTENT: POtICY: . PROVIDE INSTAllATIOII STAIIDARl)S FOR ALL ROOF MOUIITED EQUIPMEIIT AND PEIIETAATIOIIS OIi ctnlERCIAL AND INDUSTRIAL BUILDINGS. Ac Kafntafn roof Integrity. I. Prevent hazardous condition to flre111en who 11t1st ff ght ff~ on the roof. C. PTOvide an installation that fs aesthetially sensitive to the building and the ac!Join1ng properties. · 1. All equipment shall be concealed fnlll view and the design• shall IIIOet the approval of the Planning Oepar_,,t, 2. All eq9ipment shall be specifically designed and approved for exterior use and shall be approved by the City of tarlsbad Building Oepartment, 3. All roof nounted equipment shall be on • platfora which shall be 1n integr1l part of the roofa-fhshed and-waterproofed. When a screen is approved. it s~all have as few roof connections as possible and be structurally adequate, 4. All electrical, plumbing. mechanical duct vark and related pi?ing shall be inside the building and not on the roof. All connections ~lated to equipment shall be made in the same roof opeoing on the platform or meet the approval at the City of Carlsbad Building Department. , 5. Sewer vents shall be brought to one-main vent below the roof and have one penetration where restrooms or other plumbing ffxture-s are back to back or in the general proximity. Afr exhaust fans and other equipment shall be within the building •nd use the same roof opening where restrooms and other equipment 1r-e ba:C.k to "back or in general praxfmi ty .. 15-. Existing buildings and equipment. remodel or replacaner.t 1 shall meet the above regulations or shall have the approval -of the City of Carlsbad Bu1Td1ng Department. , 7. lilhere new equipment is installedt unus·ed or abandoned equipment. Including all roof mounted pfp1n~, electrical, mechanical, duct, and other related appurtenances shall be removed from roof and unused openings properly sealed to maintain roof 1ntegrity. •The an:hftect should, through design. conceal the heating/AC unit and other equipment whether they ire on the roof or elsewhere, · . In_, tiated 87: Approved By: City M1n1ger , i ., '-_. - .. ---, . GRILLE SCHEDULE . AAR~ DUTY DESCRIPTillfl . . ,....., . BARBER-COtMAN PSlY PERFORATED FACE RECTANGutAA IIEO: Dlfft5£R fOR STD. I ~ Ct:!LING SllPPl Y lAY-Iff CEJL!N6, WITH 0.8.D,, FLAT BlH:X INTERIOR, NII> IO. 7 fll!SK. © IIAI.L ~PLY &NIBER-COlMAN OOV OIFFUSER WITH IID!OVABI..E CCR£, O.L9., S flE6. ll'WARD DEFLECT ION AKO ll0-7 F IIISH. . © BAA&R-COUIAII SfSY LlMJ'IER FACE S()UAAE IIEO: DlfFUSER FOO SURF ACE CEILI•& Sll'Pl T lllLWTlNG, WITH 0.8.D., fllED PATTERN, A110 IIO. 7 FINISH. . IIAA!!ER-COUIAII &JOO JET-no OJFFIISER. SURFACE i'IOUIITEO REMOTE, 8.11..D •• I @ BARBER-CCUWI PHY l'ERfo;1ATED FACE SOUAAE OR RECTMGULAA IIEO: CE ll!IIG RETlRN REGISTER F!Jt STD. LAT-111 CE Ill•&. WITH 0. 8 .D. FLAT BLACK 111TERIOR, MD IIO. 7 flllSII. ' l I BAABER-COUWI GMRY lE61STER WITH REMOVABLE CORE, 0.B.D., AIID IIO. 7 I © WALL RETlRli fJNISH. . ' I ' . 0 BAABER-C-OLMAA SCHY INTEGRAL CORE REGISTER AND NO. 7 FINISH. CE !LING EXHAUST (1£AVY OOTY) 1·® SHOP FABRICATED OF 20 GA., GAlVANIZED SHEET META!. WITH 1/2" MESH LOUVER SCREEN DN INSIDE FACE, soi FREE AAEA, PRl~E FOR PAINT. I i5A'SELJ.OA~D H~ATER SCHEDULE-l £XHAUST fAN SCHEDutE l>E~/6'VA1"0N @-ey3 ----DES!GNATJON ®3-® \ H6'1n-;Y6 CA,11' 4.Z. CFM "15 \ ¼X.7'$/MA~~ 208/1 E S P (!H WC) 0./ \ W<417.::S IZSO HP/WATTS -/50//v' \ .EJ.eM.eM" i,6',<!','T,1/(l'l 5 VOLTS/PHASE //$// \ . .--~-RPM /050 \ I " .. -' -. -.::....., -· . Tl P SPEED/SONES -//.S \ J DRIVE D/ R~ MANVMCTLI.R.S,,.: /N1e.RTH£~M MOUHTlNG Cc/£/N\$ 7Yl"'E eLL'CTR/C \ MOCU?LNV~ ,V.B,t,'/250 MANUFACTURER ~NN I \ L.OCAT/CvY 6Y,<-(. ro,.c .<i½1.S. ' TYPE ZePh'!<'X I O/>.!:R. IVT. (L.dSJ 25 MODEL HUMBER Z-w I .. --._,_ -~-' --. • CONTROL . :5Jt-l 111/Llt:,Nr.!, I -LOCATION S€£.'tA,'.J I OPER WT (LBS) ZS J . -- MAKE-UP AIR UNJT SCIIEDUU DESIGNATION ~ CFM /000 ESP(INWC) a.w2s HP 1/-z VOLTS/PHASE 2Gl':)/I INPUT (MBH) 172.<l OUTPUT IMBH) 87.ID FUEL NRT. 6-/2<.S MANUFACTURJ;R /9RES MODEL NUMBER /54 _ LOCATION ,«.' / TCH EN OPER WT (LBS) 7= . ,_. ' --· _.,'-''- M,UI( OIi.TE RE"I/ISION I/'\ M,.1,l'I: OATE FIE1i1Sj0:N / '\ DATE fS SUE 0 DAAWN BY C·l95 C-ll!S4 C-J:lOii ,/, / '\ DATE l D /z~ /p,c; ,....._ / '\ ,/ '- /' choO ' JOB NO. /' I/' l'.:HH:H~ l!l'i' PACKAGE AIR CCl'ID!TIONING UNIT SCHEDULE DESIGNATION ®-@ ® ~ -·-------NAMEPLATE A'1'S /!5.7 Z0.7 VOLTS/PHASE 208/1 460/3 ,Af,0/3 SEER AT ARI 8.5 8.5 8.2. CFM 800 /200 SCDO ~T-s P (IN wcp, 0.4 o..:.. ().7 "' MIN OSA ( CFM) 146 50 825 w "' l,l.3 ~ 1% 0 HP J "' DRIVE 0/ R .Ei::T 0/RcCT L:VR.ECT SENSIBLE (MBH) 19 . .:.. 29.5 79.9 "' TOTAL (MBH) 23.Z 34.8 9/.3 z -EADB/EAWB (°FJ =-z/~.5 76.5/4>5.0 81.3/C:,S J 0 0 ANB AIR (0 F) 90 <..> 90 90 IMPUT (MBH) ?5,0 "' lol:).0 &:..o z OUTPUT (MBH) 58.0 ,;s.o ,:;,3_,:;, ~ ,_ « FUEL N,9T. 6-,AS NAT o..-95 /y',9T. 6-/9-S w cc QUANTITY/SIZE fi> Z0J<Z51<2. V) i!DXZ5X% !_(1"' X el> ~ t.' i.' ,; ..... ,, 'ZO ,.., 'Z" "' T//9 "' TYPE T/,9 T/A w ,_ J PD[INWC) 0.2 o.a (),lJ -~ MANUFACTURER ,qqyNE ,c/,9YNE ;ORYNE TYPE ,sRS / EL.ECTR. -V--=~R/C 6,-',!S/6'.ECTR/4 MODEL NUMBER ---J../Q.Z4075 .555vE 5790090/44'> LOCATION Q:/2\S'S-'<=-i.<,S a--=,c:-,.-c~ .4o.e..:.v 1.4<LIL Tl-..G:.r. ,.,✓. ~J... ✓ OPER WT {LBS) 500 550 /700 -. . NDTE.5: /. He-IA, -/.e, -3 S'IAI..L. 8£ rLJIZJJl~#EO WIT!-{ MDO;JL47?AI.:. £CONCJ,i1/Z€!i!, crACm.eY CUR.B, ,Pi...z.i/LJM, BAROM€T£/C R£Ue= OAMff'r?. •2,hC-2 S'IAl.i.. 8~ l"U£N'~ WIT-'i l'i4C.TORY Ct.JRS, rt..£,J./LJNI, I / I I I \ \ \ \ \ 5. e.X-T. ~.P, ,9,/CLLIOES ALT£/?. P,L). •f-. 'FACTO!fY Ct.1&3 :5HAU.. MATC/-1 RW,C SiO~. . ® ®-~ ® ~-@ %1 ~ .zzo 4CO /SCO 72CD 0.125 ./25 ./25 o.s -/10:sw -//30 o.s/-/.0/- //5/1 //S// 4t,,D /.B 4/o0/3 /OSCJ /060 7/Z !337 -/z.s -/4,I 3074/5 32/1,,, / /,,.1,,, CJ/R.ECT Lli.fl!:CT 0/x:ECT -dc'LT Ce/L/NG Se"EOETMZ-0 ROOP A'OO,"' R="N,v -. =,v,-v PE,VN ,GF,V,V ZEP#r;<? ZEPHY-"<: ~e'X =--iex ;;z.-,5 Z-/0 6T53L Q.<'.:3&,., i(blLL SW/ TC/-{ ~ 6P<:C-$. .sa: :,A:C.S. ~ Y'G'CS. ~PL.AM 30 40 /tl'.J = 'uN!T HEATER SCHEDULE DES!GHAT!OH ®@ CFM 2600 E S P (IN WC) 0,5 "' HP/AMPS 2 /.a1,,a w "' VOL TS/PHASE ~0/3 0 J "' THROW (FT) "! 7d> '-" INPUT (MBH) /!50,0 z OUTPUT (MBH) IZO,O -,_ ---·--·-~--« FUEL NAT. GRS w "' "' QUANTlTY/S!ZE (:z) zo·',(.z,o''):.z· "' TYPE TH~l9WRY w ,_ ..J PO(INWC) 0,3 -~ MANUFACTURER .-'<'EZNO'< TYPE P;9C.-'<RG-E MODEL NUMBER HCXE/75 LOCATION G-~"A/1 OPER tlT (LBS) .560 ,._-: -.. -' .. -- ,I.JOT/:!, 1 /. ;/(//f,!:,U MCV/../Tt::O ,-;r ,c,;:; -,./,:p'..,cy' J'D &::vTOM a,.:-UV;r. TERM/I.JAL Vt;LOC/iY 50~,PA,f ' CONSULTING MECHANICAL ENGJNEERS •.$CHE)ULES TAGECOACH PARK COMMUNITY CENTER BUILDING CITY OF CARLSBA0 CALIFORNIA .. W. Saw Aw., Smu,28 Frtao, CA '3711 tMI :DMll-81 NEUOW • ' \, ! I s1-113,,;. 1.~.11 13,,s 14. il, (11-!W ff>I) I ' ' ' I I j 0 . . ! 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II. .. i □ ! date sheet no. --.-. r-U1--IOE el>.~D!JND P\Jt,.1, 5!;.[,1101--i ME:{1::-i-!>,Ht;> 1--Mlhl Sl'Sl{lON - I • ~ -,--t 3 -_;.'W {o -so C:i t.i:: -_ 1'U~PGCU~ 11\JF-f¼'.'1 ['1J2DUl-l!? _ P&-1-1ec. isei-.z,1c.c:'\ ~ !)/4'C, !t-:,/c, 'f o -SW✓, CE J>,F!D COL,D WA1'F.:]2 c'.1U>U!--l0 ~_, N01'E, l~D9~l: JSG ?l'>,0001>.. -:;.-(1v1. 12, 'i,.1.1.. ""'1ouc10e.s C<'>F'f'E.t, 1'1-l.W, 1'HWN :L .._I.~ 0E.'IIC.E.~ 'e>-PoLE. p,.. i-,l B,l,, ' - 1-1-t>. P A N E L SEftVief l-bO POL.<! PAI-le\.., 1~ ·'!t> !PSj:lii.d p A N E L 1.-lb SE RV~~ Li?',()-, ,, ' V -~ 14AiNaKR.: -I -BUS: •o-,.. * ,d ~J,Lf?;~]:'T_ L C ' ' ' • • l tj5! ~L~('t t--LGAO .....,,,. ... ' • 0 ' • ' fn}~~ c!~ We: a C • ; ' • < • C L • < ~ ' r~~rb-G· '1,,-:,,....' c. , -, . ,, ·1 ---;-ft-;i;. · ! '--+,· ~~-• \ I • + +: • / 1-;,.,J ~ ' • "L--! {+ -t-~ .,tee__ -- .!I l -.i ..i. + » ' I -t +· -+--• -I ·, 1:J_ I . 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