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Home My WebLink AboutDWG 416-6; PKS 03-07; HOLIDAY PARK; 01-13HOLIDAY PARK RESTROOM REPLACEMENT CARLSBAD, CA 92008 R!!MOVE E:XISTIN6 E:LE:CTl'tlCAJ. -~ !:>E:RVICE: Pl=DE:ST AL AND METER INSTAJ.L NEH Pl=DE:STAJ.. SEE SHEE:T E:-I j! 1,_______ FOR UTILITY 51::RVICE PLAN~--- <( I ~ . -'2;;,,,- i-- -- - - -- -- -- -- ------- EUFU=KA PLACE ----------------------------------------- o<)) ~{!jt9-:o.q o □ + R=.2401 L=ll6.6' EXISTIN6 Rf:STROOM FACILITY TOT LOT 0 lll AND PLAY STRUCTUl<f:5 _____ 0 \ EXISTIN6 Ll6HT-~-, STANDARD (TYPICAL) a 0 EXISTIN<!!-1!!-AZeeO a EXl5TIN6--.___ ELECTRICAi. ~:---_,, CONCRETE PULL BOX a "l!!MOVE EXISTIN6 ~ CLEANOUT E:XISTIN6 SE:l'IER CLEANOUTIN CONCRETE eox ~OSE:D PROJE:CT Sl6N. VERIFY EXACT LOCATION HITH CITY OF CARLSBAD PROJeCT MANMl:R. SE:E DE:TAIL SITE PLAN DD 0 a _,----1!:XISTIN6 SHAD!= STRUCTUl<f: '----1!:XTEND NEH CONCRETE SIDE:ll'IALK TO PUBLIC Rl6HT OF ~Y. FIELD VERIFY LENGTH PROPOSE:D SLUMP BL=K RESTROOM FACILITY ON A ----, CONCRETE FAD TO Rf:FLACI!: AN EXISTIN6 Rf:STROOM FACILITY -cote I ICiJC.TION N0'1'!!1 LOG-ATE ~ ll!!UILC>IN6 AT NOR"Tl-1 l'l!ST GOFtNElt C1F Olll.161NAL ll!!UILC>IN6 D • • NOTI:, Dl::MOLITION 4 RE:MOVAL OF ALL DeeRIS l'!ltOM l!:XISTIN6 RESTROOM FACILITIES 15 THE RESPONSIBILITY OF THE 6ENERAL CONTRACTOR. NO A!9ee!TOS OR 1-eAD eA!!eD l"'AINT ~ ~Tee> ON !!IT!!:. REFER TO HAZARDOUS BUILDIN<S MATERIALS SURVEY BY NINYO AND MOORE CONSULTANTS, PRO..!:CT 104"1'1!5001, PERFORMED JUNE :20, :2006, ON FILE HITH THE CITY OF CARLSBAD GENERAL NOTES I. ALL ~ !5HAI.L COMPLY HITH THE FOLLOHIN6 AFFLICAeLE: CODES. CAJ.IFORNIA STATE 1'UILDIN6 CODE. TITLE :24, :2001 EDITION UNIFORM BUILDIN6 CODE, 1"1"11 EDITION. UNIFORM MECHANICAi. CODE, :2000 EDITION. UNIFORM PLUMBIN<S CODE, :2000 EDITION. NATIONAi. ELECTRICAL CODE, l'l'l'I EDITION. :2. ALL CONTRACTORS SHALL VISIT THE SITE PRIOR TO ISSUIN6 A BID AND SHALL VERIFY EXISTIN6 FIELD CONDITIONS INCLUDIN6 PROJECT AREA DIMENSIONS. GENERAL SPECIFICATIONS I. THE 61:NERAJ. CONTl'tACTOR 5HALL V!'!RIFY ALL DIME:NSION, 61'!.ADE:5 AND OTHER CONDITIONS AT THE JOB SITE BEFORE COMMENCIN6 HORK. IF ANY DISCREPANCY EXISTS, THE 61:NERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OHNER AND THE ARCHITECT IN HRITIN6. IF A DISCREPANCY EXISTS AND THE OHNER AND ARCHITECT ARE NOT NOTIFIED, THE 6ENERAJ. CONTRACTORS SHALL BE HELD RESPONSIBLE FOR ALL COSTS INCURRED TO REPAIR OR CORRECT ALL PROBLEMS THAT RESULT. :2. SPl=CIFICATIONS INCLUDED ARE COMPLEMENTARY TO THE FLANS. IN THE EVENT OF CONTRADICTION, PLANS SHALL TAKE PRECEDENCI!: OVER SPl=CIFICATIONS, IN ANY CASE OF CONTl'tADICTION, THE 6ENERAJ. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OHNER AND THE ARCHITECT IN ~RITIN<S. !5. mRKMANSHIF THROU6HOUT SHALL BE OF THE BEST aLJAJ.ITY OF THE Tl'tADES INVOLVED. THE 6ENERAL CONTRACTOR SHALL COORDINATE THE mRK OF THE VARIOUS Tl'tADES TO EXPl=DITE THE Joe IN A SMOOTH AND CONTINUOUS MANNER. 4. MANUFAC~'S ~TED SPECIFICATIONS FOR INSTALLATION OF MATERIALS AND EQUIPMENT SHALL BE FOLLOHED TO THE LE:TTER. !5. THE 5ENERAJ. CONTRACTOR SHALL AT ALL TIMES KEEF THE PREMISES FReE FROM THE ACCUMULATION OF HASTE MATERIAJ.S OR RUBBISH. UPON COMPLETION, HE OR SHE SHAJ.L REMOVE ALL OF HIS OR HER RUBBISH AND CLEAN ALL SURFACES. 6. THE 61!:NERAJ. CONTRACTOR AND ALL SIJBCONTRACTORS SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT TO COMPLETE ALL ~ SPECIFIED, SHOHN OR INTENDED ON OR BY THE DRAHIN6S EXCEPT HHE!Rf: SPl=CIFICALL Y EXCLUDED BY THE OHNER. 1. THE 6ENERAL CONTRACTOR 5HALL 6UARANTE:E THE HGRK IN <SENERAJ. FOR A MINIMUM OF ONE YEAR AFTER OHNER'S FINAL ACCEPTANCE OF THE ~K. VERIFY HITH CITY OF CARLSBAD SUPPLEMENTAL PROVISIONS AND SPECIFICATIONS. e. THE OV>INER AND/ OR REPRESENTATIVE (INCLUDIN6 CONTRACTO!V SHALL NOT ee ALLOHED TO USE OR STORE OR DISPOSE OF ANY HAZARDOUS, ASBESTOS, FLAMMABLE, EXPLOSIVE, RADIOACTIVE TOXIC, CONTAMINATIN6 POLLUTl;leo MATTER, ~STE OR SUBSTANCE RELATED INJURIOUS MATERIALS 01'<. CHEMICAL Rf:ISULATED MATERIALS ON THE JOB. 'I. PRECl!:DENCI!:, UNLESS OTHERHISE 5HOl"IN OR SPECIFIED, THE FOLLOHIN6 5ENERAJ. NOTES SHALL APPLY. INFORMATION ON THESE DRAl"IIN<!'>S SHALL HAVE THE FOLLOl'IIN<S PRECEDENCE. A. ALL DIMENSIONS TO TAKE PRECEDf:NCE OVER SCALE SHO~N ON FLANS, SECTIONS AND DETAILS. e. NOTES AND DE:TAIL5 ON DRAHIN65 SHALL TAKE: PRECEDENCE OVER <SENERAJ. NOTES AND TYPICAL DETAILS. C. MATERIAi. NOTES AND SPECIFICATIONS ON THI= DRAHIN65 SHALL TAK!! PRECEDENCE OVER THE 5Pl=CIFICATION5. 10. <M:NERAL DETAIL5 AND NOTES ON THESE S.ILLIS SHALL APPLY UNLESS SPl=CIFICALL Y SHOHN OR NOTED OTHERHISE. CONSTRUCTION DETAILS NOT FULLY 5HOl"IN OR NOTED SHALL BE SIMILAR TO DE:TAILS SHOHN FOR 51MILAR CONDITIONS. II. SHORIN6, IT SHALL Ella THI= Rf:SFON5IBILITY OF THE CONTRACTOR TO IN5TALL ALL TEMPORARY BRACIN6 AND 5HORIN6 TO INSUl'i:I: THE SAFETY OF THE l"IORK UNTIL IT 15 IN ITS COMPLETED FORM. THIS INCLUDES UNDERPINNIN6 EXISTIN<S FOOTIN65 HHEl<f: APPLICABLE. 1:2. 5AFE:TY, THESE STRUCTURAL DRAHIN65 l'i:l:FRESENT THE FINISHED STRUCTUl<f:. UNLESS OTHl!:RHISE INDICATED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. CONTRACTOR NOTICE I. THE <!'>ENERAJ. CONTRACTOR SHALL COORDINATE e 5CHEDUL!a ALL ON SITE l"IORK ~ITH THE O~NER'S REPRESENTATIVE_ :2. !aXl5TIN6 UTILITY AND IRRl6ATION SYSTEMS SHALL REMAIN OPl=RATIONAL THROU6HOUT CONSTRUCTION. TEMPORARY "5HUTOF1"" OF EXI5TIN6 SYSTEM SHALL BE COORDINATED HITH OHNER'S REPRESENTATIVE. 5. ADEQUATE STEPS SHALL BE TAKEN BY THE e!:NERAJ. CONTRACTOR TO PREVENT ANY DE:MOLITION AND/OR cONSTRUCTION ~K OR MATERIALS FROM OBSTRUCTIN6 THE DAILY USE OF PARK FACILITY. 4. A TEMPORARY CONSTRUCTION FENCE INSTALLED P1=R CITY OF CA!OU-SBAD SPl=CIFICATIONS SHALL BE MAINTAINED THROl./6HOUT THE COURSE OF CONSTRUCTION. 5TA6IN6 Al<f:A SHALL BE ADJACENT TO PROJECT SITE. CONTRACTOR SHALL RESTORE ALL AREAS DAMA6ED DURIN5 THE COURSE: OF CONSTRUCTION. \ O\VNER CITY OF CARLSBAD 1:200 CARLSBAD VILLA6E DRIVE CARLSBAD,CA"l:2008 ARCHITECT HILLIAM SOOTH 4 ROBERT 5UAREZ ARCHITECTUl<f: 4 PLANNIN6 P.O. BOX 4651 CARLSBAD, CA "1:2018 (1bo) 494-8414 CONTACT, KEN RIN6ER CONSULTANTS: 5TRUCTURAJ. EN6INEER, JESSE D. MOORE, S.E. P.O. BOX :20b CARLSBAD, CA '1:2018 /1b0) b60-bl99 /1b0) b60-bl94 FAX MECHANICAL EN61NEEtlt, STUEVEN EN6INEERIN6 62b KALMIA STRf:J::T ESCONDIDO, CA "l:20:25 (1b0) 155-8511 (1bO) "ISS-8518 FAX PROJECT DESCRIPTION ELECTl'tlCAL EN<SINEER, ll'IAL TER D. CAMP, E.E. 1880 SHEEP RANCH LOOP CHJLA VISTA, CA '11'115 (61"1) '194-1815 (858) 565-1"180 FAX REFLACl!!MENT OF 1!:XISTIN6 RESTROOM FACILITY HITH A NEH t>bi 5GUARE FOOT Rf:STROOM FACILITY ON A CONRCETE PAD. NEH FACILITY SHALL BE REcONNECTED TO EXISTIN6 ELECTRICAL, ~TER AND ~STE SYSTEMS. SHEET SCHEDULE Tl TITLE SHE:ET, <SENERAJ. NOTES 4 SITE PLAN Al FLOOR FLAN, DOOR 4 FINISH SCHEDULES A:2 FOUNDATION PLAN A9 ROOF • ROOF FRAMIN6 FLANS M l;IUILDIN6 SECTIONS A!5 EXTERIOR ELEVATIONS Ab INTERIOR ELEVATIONS DI DE:TAILS D:2 DE:T AILS D5 DE:TAILS El ELECTRICAL SERVICE FLAN $ POHER SIN<SLE LINE DIA<!'>RAM E:2 POHER e Ll5HTIN6 PLANS Pl PLUMelN5 PLAN BUILDING DATA OCCUPANCY OF PROPOSED BUILDIN65, B TYPI= OF CONSTRUCTION, VN STORIES, ONE HEl6HT, I5'-4't VICINITY MAP THOMAS BROS. -1106, F-5 ADDl<f:55, HOLIDAY PARK CARLSBAD, CA Cf:2006 PROJECT --- SITE HOLIDAY FARI< -~ "AS BUILT" P.[. __ _ EXP.---- REVIEVED BY• INSPECTOR DATE DATE ~l CITY OF CARLSBAD t---t---+----------------+---t---+----+----1 LJ1_J ENGINEERING DEPARTMENT t---+---t-------------------+----+---+---+---t ~ L_llli DA TI:: INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: HOLIDAY PARK RESTROOM REPLACEMENT TITLE SHEET, GENERAL NOTES & SITE PLAN AP_ PROVED: 111LLIAM PLU?Et1?/, ~kt~4~•/.~'1t.c•~~~~,~~~~~---.i:~, 1~--=:?::~= 4-9-a4 DEPUTY CITY ENGINEER PE 51274 EXPIRES 10 0 05 DATE DWN BY: __ _ PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: CONTRACT #PKS-O3-O7 416 -6 •• •• •• •• o:l I •• •• • ~ ~ V • w ~ • r • V ~ ~ • • -N 0 • w ~ ~ ~ • ~ ~ ~ ~ w -m 0 0 ~ ~ ~ ~ V ~ Q V < w -~ ~ r < V < ~ u < w I-~ ~ 0 ::r: u "" 0 ~ -r' • • "' r < • 0 - 3 0 " ------------ .,. I i I 'I ' -4 ..... 0 -..... w .i::ri, ..... en I en DOOR SCHEDULE: 0 e,1-011 )( ,•-011 0 e•-011 x ,•-011 ® DOueL.f 5'-0" X i'-0" 1-5/4" THICl< HOU.01'1 ST!:EL l'IITH F'LIU. 15Al'I., F'Ll&H PLATES, l<ICl< PLATES, DEAD 60L T, l'IALL MOUNTED DOOR STOP 1-5/4" THICl< HOU.01'1 STEEL l'IITH F'LIU. BAI'!., F'LISH PLATES, l<ICK PL.ATES, DEAD 601.. T, l'IALL MOUNTED DOOR STOP 1-9/4" THICl< HOLLOl'I ST!:EL l'IITH F'LIU. 15AR, F'LISH PLATES, l<ICK PL.ATES, DEAD 601.. T, l'IA!.L. MOUNTI;t, t:>OOR STOP $ PINNEi::> FIXEi::> t:>OOR TOP 4 BOTTOM DOOR NOTES: I. SfE DOOi'!. SCHEC:>UU: ABOVE FOR SPECIFIC i::>OOR HARDl'IAl'I.E 2. lJNL.ESS SPEC,IFICALL Y NOTED TO THI: C.ONTRAl'I.Y, TYPICAL L.Oel<SETS SHAl.l. 1'e LfVEl'I. TYPE l'IITH 1/2" l'I.ETUl'I.N. ALL LOCKSETS &HALL BE "SCHLA5E" SA~ SERIES ALOOPD. FINl&H 626 /SATIN CHl'I.OMIIJM PLATED) 5. KEY SYSTEM !"0111. ALL i::>OOl'I.S SHALL eE COOl'l.i::>INATI;t, l'IITH THE CITY OI' CAl'J..Sl5AD. 4. ALL exTEl'I.IOR t:>OOl'I.S SHALL eE Tl~T !"ITTIN6. 5. ALL i::>OORS SHALL BE INST AI.LE:t:> l'IITH 5 PAIi'!. OF HIN61:S. ALL HIN6ES ON ALL EXTERIOR i::>OORS SHALL HAVE UNl'I.EMOVABLE SECURITY PINS. 6. 50TH Sli::>1:5 OF ALL DOOle SHALL HAVE A MINIMUM 10" Hl6H SMOOTH SURFACE AT THE DOOR BOTTOM EITHEFl INTE51'1.AL OR ATTACHEi::>. 1. MAXIMUM THl'fl:SHOLD 1-11:l~T • 1/2" l'IITH TAPEl'I. FIii.OM 1/4' TO 1/2" AT MAXIMUM 2,1 SLOPE e. Rf:STl'I.OOM DOOl'I.S I • 2 SHALL BE l'!'tOVl:DE;tl l'IITH F'LILL 6AfltS AND PLATES ON F'LIU. SIDE, F'Ll&H PLATE ON PUSH Sli::>E AND KICK PLATES ON BOTH Slt:>ES. "· ALL F'LIU.S AND PLATES SHALL l5E "HIAl'IATHA" ,e 5A. FINISH SHALL 61: US52t:> /SATIN STAINLESS STEEL) ACCESSIBILITY NOTES I. DOOR HAl'l.i::>l'IAl'I.E SHALL ee OF THI= l-EVEl'I. 0111. PUSH TYPE, MOUNTED 50" TO 44" ABOVE THE FLOOR ANi::> 6E OPl=RABLI= l'IITH A MAXIMUM l:F!"Ol'I.T OF e.5 L6S. FOR EXTl=RIOR i::>OORS AND 5 1..65. FOR INTERIOR t:>OORS. 2. THI= LOl'IER 10" OF THE DOOR SHALL BE OF SMOOTH, PLAIN SURFACE /NO 111.EC.ESS OR TRAP). (2-SSO-IM) e. 15AR FASTl=NERS AND MOUNTIN6 SUPPORT SHALL ee AeLE TO l'IITHSTAND 250 1..65./FT IN 61=NDIN6, SHEAR AND TENSION. 4. LAVATORIES A. FAI.ICET CONTl'I.OLS AND OPERATIN<S< MECHANISM / OPERAeL.E l'IITH ONE HAND) SHALL BE 01" THE TYPE NOT REGUIRIN5 Tl5HT <SRASPIN<S<, PINCHIN6 0111. TV'IISTIN6 01" THE l'IRIST AND AN OPERATIN5 FORCE NOT EXCU:DIN15o S LBS. ( I i I \ \ ~•-011 !5. ACCESSOl'I.IES A. Mll'!.l'!.OR BOTTOM l=D61= SHALL BE LOCATEi::> 40" MAXIH.IM ABOVE !"LOOR.. 15. TOILET TISSUE: CA61NeT SHALL BE MOUNTEi::> l'IITHIN 1:2" FIii.OM THE FIii.ONT Ei::>5E OF THE TOILl=T Sl=AT. C. OPERATIN6 PARTS OF THE t:>ISPENSIN6 AND OISPOSAL FIXTURES (l'IASTE, COIN SLOTS, !:TC.) SHALL 61= l'IITHIN 40" OF FLOOI'!.. t'. 6Al'I. FASTENERS AND MOUNTIN6 SUPPORT SHALL 6E Al5LE TO l'IITHSTANt:> 250 L.6S./FT IN BENDING, SHEAR AND TENSION. e. ACTUATOR 6UTTON AND l=XHAUST !"OR HAND DRYER SHALL BE l'IITHIN 40" OF FLOOR 6. 1!5, 20 AND ao AMP Rl=Cl=PTACLE OUTI..E;TS SHALL BE INSTALL.Et) NOT L!:SS THAN le" ABOVE FLOOR. (e-2I0-50A) 1. Cl=NTEl'I. OF Sl'IITCH SHALL BE LOCATEP NOT LESS THAN !56" NOR MORE THAN 4b" ABOVE THI= Fl.OOR. re-eeo-ecJ \ I \ I 0 I ! ~ WALL LEGEND: 51-011 l=XTEl'I.IOR l'IALL, e" x 4" x 16" SLI./MP 15LOCK l'IALL SOLID 6R0lJTEI) AND 5ET ON A 4" Hl5H CONCRETE CURe INTERIOR ~L: e11 x 4 11 x 1611 P'REC.1510N BLOCK l'IALL SOLID 6111.0UTEO AND SET ON A 4" HIGH CONCRETE CURB EXTEl'I.IOR SCl'I.LLN l'IALL, 5'-10" Hl6H, e• x 4" x 16' SLUMP 61..0Cl< l'IITH e" x 2" x 16" CAP SOLlt:> <,111.0UTI;];) ANI:> SET ON A 4" HIGH C.ONCl'I.ETE C.URe INTEl'I.IOR SCRl=l=N l'IALL, !5'-10" Hl6H, t," x 4" x 16" Pl'I.ECISION BLOCK l'IITH e" x 2" x 16" CAP SOL.It:> 6ROUTEi::> AND SET ON A 4' Hl5H CONCRETE CUl'l.6 FLOOR PLAN KEYED NOTES: [Q 0 0 G 0 0 [2] 0 ~ §1 El EXTERIOR SLUMP 15LOCl< l'IA!.L.. SEE l'IA!.L. LE:Gl=ND ON THIS S, ,LI., EXTEl'I.IOR SLUMP BLOCK SCRLZN l'IALL. see l'IA!.L. l.E5END ON THIS SHEl=T CONCl'I.ETE l'IALK C.ONCl'I.ETE 6Ase CURe l'IITH l=POXY FINISH l'IA!.L. MOUTNEi::> SIPHON JET TOILET /TT'PICAL 01" 4). SEE SHEET P-1 FOR PLUMBING PLAN 24 5A. STAINLESS STEEi. COUNTER.TOP l'IITH Tl'IO LAVATORIES /TYPICAL OF 2). SE!: SHEl=T P-1 FOR PLUMBING PLAN l'IA!.L. MOUNTl=D Ul'I.INAL /TT'PICAL OF :2). SEE SHEET P-1 !"OR PLUMBING PLAN !"U= DRINKIN6 FOUNTAIN. 5Ll. SHEl=T P-1 FOR PLUM61N6 PLAN MOP SINK sec SIie!: i P-1 FOR PLUM61N6 PLAN HOSE 151156 IN 111.ECESSED LOCKAl5LE METAL ACCESS eox. APPIII.OXIMATEL Y te" ABOVE FINISH FLOOR. SEE SHEl=T P-1 FOIi!. PL.UMBIN5 PL.AN HOSe 61156 IN l'I.Ec.e5SEO I..UvKA15LE METAL ACCESS eox. APPl'I.OXIMATELY te" ABOVE FINISH FLOOR LOCATEi::> eeLOl'I LAVATORY COUNTl=R (TYPICAL OF 2). Sl=C $tie!:, P-1 FOR PLUM61N6 PLAN !"LOOR DRAIN (TYPICAL OF 6). SEE SHEET P-1 FOR PLUM61N6 PLAN TOILET PARTITION t:>OOR, "ACCURATE PAl'I.TITIONS CORI"." FLOOR ANCHOREi::> STAINLESS STl=EL TOILET PARTITION DOORS l'IITH TAMl"l=R-Pl'I.OOF HAlll.i::>l'IARE /TYPICAL OF 4) Fll=LD Vl=RIFY t:>OOR SIZE ELECTl'I.IC l'IATEl'I. HeATl=l'I.. SfE SHLZT E-2 FOR ELl:CTl'I.ICAL POl'IER PLAN. Pl'I.OVIDE EARTHGUAKI= STRAP ANi::> SPIU. PAN 10. 1"111.0VIDE HANDICAP IDENTl!"ICATION SYMeOLS TO RESTl'I.OOM FACILITIES t)OOfltS AS FOU.Ol'IS, ~ l!LECTRIC HAND DRYER /TT'PICAL OI' 2). SEE SHf:l!T E-2 FOIi!. !!Ll=C.TRICAL POl'IER PLAN DOOR I, 12" DIAMETEl'I. CIRCU: i::>OOR 2, 12" EQUILATERAL. Tl'I.IAN6LI: SEEDETAIL~ '\§7 II. ALL i::>OOR FRAMES SHALL BE 14 6A HOT-DIPPED 6ALVANIZEi::> i::>oueLI: AABeETEi::> AND SHALL ee FACTORY Pl'I.IMEi::> 12. ALL SOLID COl'I.E STEEL i::>00RS SHALL HAVE 16 6A FAC!:S AND CONTINUOUS !"UU. HEl6HT 14 5A INTE5RAL HIN5E REINFORCEMENT, FACTORY MORTISEi::>, FACTORY Pl'I.IMEi::> AND PAINTI;t, l'IITH 2 COATS SEMl-61..0SS ENAMEL 15. i::>OOR OPENIN6 HAl'l.i::>l'IARE SHALL BE MOUNTEC; BE I hU:,, SO" AND 44" ABOVE ADJACENT FINISHED FLOOR SURFACE. STANDAl'l.i::> SHALL BE S6'. PANIC HAl'l.i::>i"IARE SHALL BE ABOVE 56" TO 44" 14. ALL EXIT i::>OOfltS SHALL el: O!"el'I.Al5LE 1"111.0M THE INSIDE l'IITHOUT U5E OF A KEY OR SP!cCIAL KNOl'IL.Ei::>5E. 15. i::>OOR FRAMES SHALL BE CAULl<ED 61:Tl'ILZN 1'111.AME AND 6UILDIN<5o FINISH SCHEDULE: 111.00M FLOOR BASE l'IA!.L. Cl=ILIN6 STOl'I.A5E F2 NONI= I'll Cl Ml=N Fl 61 I'll Cl J/IIOMEN Fl 61 I'll Cl FLOORS Fl EPOXY FLOOR COVEl'I.IN6, TNf=l,1ee, SYSTEM$ •104 HS F2 SEALANT, CONCl'I.ETE FL.OOI'!. Pl'I.IMER AND SEALl=R BASE 151 EPOXY FINISH UP FACE OI' CONCl'I.ETE C~-SfE DETAIL ® WALLS I'll Tl'IO COATS 5EHl-61.05S EMULSION l'IALL PAINT OVER PVA 61..0Cl< FILLl=R AND ANTl-<SRAFITTI COATIN6 ONE COAT CEILING Cl PAINT EXPOSEi::> l'IOOt:> SIDIN6 AND 1"111.AMINe MEM!:!ERS FINISH NOTES: I. 2. 4. ALL l':XTEl'!.IOR PAINT SHALL eE SEMl-6LOSS ANi::> ALL SHALL eE l'IASHA61..E. COL.OR, AS SEI.ECTEi::> 6Y CITY 01" CARLS6Ai::> CONSTl'I.UCTION MANA51::R ALL INTl=RIOR PAINT SHALL ee 5EMl-6LOSS ANi::> ALL SHALL ee l'IASHA6L.E. COLOR, AS SELECTEi::> 6Y CITY OF CARLSBAD CONSTl'I.UCTION MANA<S<ER ALL INTERIOI'!. FINISH!:S -T COMPLY l'IITH CHAl"'l'"at e OF THE C.6.C. CLASS II FLAME SPl'I.EAO CLASSIFICATION 26-15 FLAME SPR!:AD INi::>EX FOR EXIT l'IAYS AND CLASS Ill FLAME SPR!:AD CLASSIFICATION /16-200) FOR ALL OTHEl'I. AREAS. PEI'!. TABU: e-A • e-e CALIFORNIA 6UILt:>IN6 CODE ALL INTERIOR FINISHES SHALL COMPLY l'IITH C.15.C. CHA!"TEl'I. e-e t 10, C..F.C. 4 TITLE l"I C.C.R. SPECIFICATIONS: & ~ 91HK, "AMERICAN STANDAlll.i::>" AGUAL YN COUNTl=RTOP SINK SEE CITY OI' CAl'I.L.S6AD $Pl=CIFICATIONS MANUAL 11!1.J!Cm!G HAND 1'1t, at, 'eOeRICK" MODEL 1510'1 l'IAU. MOUNTEi::> 115V ELl=CTRIC HAND DRt l=R. sa: CITY OF CARLSBAi::> SPl':CIFIC.ATIONS MANUAL TOILeT, "AMEl'I.IC.AN STANDAlll.t:>" AFl'IA!.L. ELON6A"T?:i::> TOILl=T. sa: CITT' OF CAl'I.LS6AD SPECIFICATIONS MANUAL ~IHM., "AMERICAN STANDAl'l.i::>" ALLel'I.OOl< Ul'I.INAL. see CITT' OF CAl'I.LSBAD SPECIFICATIONS MANUAL TOILeT Tl9eUI! _,£PL o!fl!IP !ll'I.Ai::>Ll=Y CORP., TOILl=T TISSUE t:>ISPENSER MODl=L "5425 si Ill • d) I i'o • 5' <:) N • d) & _, UI ~ :t • 5' \) ,I) Ill z '.f eat,l&'T!IILl(;TION NOT!!, --l.OGA'T!! l'FtOP09l!C> E!UII.DI~ AT rlOt<it+ l'l!ST .;o;.Jat .A' Ol'l.lc&IHM. E!UILDI~ AAl!A: ., eq. ft. D ir-§l.24. v~ Af, el-till MINIMUM 1'-10":t 5'-0" MIN. CLEAi'!. ! FLOOR PLAN SCALE: 1/4" • 1•-0- . N UI EG!. I L_ ...,_ __ z :r FD. PIPE CHAIIEI 8l0IWJE AREA FD. . N UI OPENIN6 A60VE 12'-0" z '.f ► EC!. ~ @] ~ ~- B §] I @D .. 111.ECESSl:t' STAINLl:SS STEEL SOAP DISPl=NSl=flt /TYPICAL 01" 4). F'ROVlt:>Ei::> $ INSTALLEi::> 6Y CONTl'I.ACTOR "l506RICl<" E5-6t,06 >< 42" (MINIMUM) 1-1/2" DIAMETEl'I. STAINLl=SS STl=EL 6l'I.Al5 15Al'I. l'IITH CONCEALED MOUNTIN5 "606RICl<" 15-6eo6 " 66" (MINIMUM) 1-1/2" DIAMETEl'I. STAINLl=SS STEEL 6l'I.Al5 BAI'!. l'IITH CONCEAL.Et:> MOUNTING 111.eMOVE l=XISTIN6 SEl'IER CLEANOUT Pl'I.OVli::>E HANDICAP ROOM li::>ENTIFICATION SIGN (TYPICAL 2 LOCATIONS). SU: t'ETAILS ~ 4 ~ '\§7 '\§7 5Ul'I.FACE MOUNTI;t, TOILET TISSUE CABINET ------r §] §] 60" DIAl-1l:TEl'I. x 21" HI~ CLEAR l'IHEELCHAIR ~NAl'I.OUND SO" x 4e" U:VEL CU:AR AREA I 111, Af, I 1/----'· II ' /_J IIEN8 \ 1 1 125~ ,IL---"----;+. I .I I I I. / "· .. ,12411 " I .I I MIN. 6 Af, I I I . 1. ---r-- I _ _J MINIMUM i'-1011% ~ '---§] §1 ~ s el §] §1 @] §] t I . I I '· §] I I I ~ ., I I. ~ I I I ~ I I I I El I I ·' ~ I ..J ~ 60" >< 60" Ll!VEL CLEAi'!. Al'I.EA MINIMUM 54" CLEAi'!. DOOi'!. AT PARTITION AT HANDICAP STALL CONTl'I.OL JOINT (TYPICAL) e'-O" l'IIDI= X l'-e" HI~ OPENIN6 AT TOP OI' l'IALL !"OIi!. Vl=NTILATION SCRLZN 111.00F OVERHAN6 ABOVE (SHOl'IN DASHEO) SLOPE CONCl'I.ETE l'IALKi"IAY MINIMUM 1515 EXISTIN6 RESTl'I.OOM FACII.ITT' AND CONCl'I.ETE ~Ae TO BE Rl=MOVEi::> EXISTIN6 CONCl'I.ETE PAD TO l!ll!! REMOVED 111.EMOVE ANI:> Rl=LOCATE EXISTING TRASH 111.ECEPTACLE SU: DETAIL_~ '\§7 Pl'I.OTECT IN PL.ACE l=XISTIN6 TIii.Ei'! Pl'I.OTECT IN PLACE EXISTIN6 Ll<S<HT STANDAl'l.i::> PIII.OTECT IN PLACE EXISTIN6 IRl'l.16ATION CONTl'I.OL l50X Pl'I.OVlt:>E t," l'llt:>I= x 4" HI~ OPENIN6 AT BASE OI' CUl'le (TT'PI CAL 01" 12) t," THICl< Pl'I.ECISION BLOCl< l'IA!.L.. SfE l'IALL LE51=ND THIS s1,a1 CONCRETE TOOLED JOINT Pl'I.OVli::>E HANDICAP i::>OOR Sl6NA<S<E /TT'PICAL OF 2) MOUN"T?:i::> ON INSlt:>I= FACE OF i::>OOR. see Dl=TAIL~ '\§7 5'-0" MIN. CLEAR IO'-e" 11 AS BUIL T 11 P.E. __ _ EXP. ___ _ DATE REVIEIJED BY, INSPECTOR DATE l---+----+-----------+---------+---+-------+----1 L&] CITY OF CARLSBAD ENGINEERING DEPARTMENT ~ 1----+---+----------------+---e------+----+---I I IMPROVEMENT PLANS FOR: 1----1----+----------------t----1----+--+------1 HOIJDAY PARK RESTROOM REPLACEMENT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INlllAL OTHER APPROVAL DATE INlllAL CITY APPROVAL FLOOR PLAN, DOOR & FINISH SCHEDULES APPROVED: WILLIAM PLUMME P.E. ~e,..iie-•w!4.~znel<'.'.l<,,____ __ -4 -2 -o~ DEPUTY CITY ENGINEER P 51274 EXPIRES 10 30 05 DAlE -DWN BY: __ _ PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: CONTRACT #PKS-O3-O7 416-6 ~ 'I' ~ ~ " "' z • ,, Ii!~ @~~i ~~~ ,n..:,81.l i•t~ ~~~~ ~~~~ -'-,;dl ~~~«1 •• •• f < ~ I I ; •• •• o6 z::: z::: z::: N;;:'. •• •• ~ Il ~--..~ ~ •• •• •• •• f-u '-11 f- :c u c:::: SC • r ' u • ~ ";' % • u ~ ~ . ~ ;;! ~ ~ ' ~ ~ r u w ~ % u ~ ' • r 0 0 • • • ~ 3 ~ u 0 ~ • ~ d ~ u ~ ~ • X 0 • d ~ ---- C )> :e ..... C') 0 -..... w .r:::,.. ...... en I en coteTl'IUCTION HO'TI!!, LOCATE l"'IIIOl"O!le l!UII.DINS AT NORTH 1'11!!5T ~ OF ORl61HAL l!UILDINS • £! 12" rm:>E CONTINUOU5 FOOTIN5 l'IITH 1-1/:2" V.IDE x 4" Hl5H CONCRETE CUl'5 /TYPICAL) -'!.--------------- ;- i- j N ED5e OF---.____ FLOOR5LAE!! PROVIDE e" V.IDI: OPENIN5 IN CONCRETE C~. (TYPICAL OF 9 EACH IN NORTH I SOUTH v.ALLS, 4 ON il'IE:5T l'IALL AND 2 ON EAST l'IALL) FLOOR DRAIN (TYPICAL OF 6) TYPICAL FLOOR SLAB 6" THICK CONCRE:Te FLOOR SLAE! l"IITH Ol9 ReeAR o le" O.C. CENTERED IN 5LA5 OVER 4" THICK SAND FILL l'IITH 10 MIL "POLY" VAPOR E!!ARRIER CENTERED IN SAND OVER COMPACTED FILL -'I&" V.IDE CONTINUOUS FOOTIN5 V.ITH <I" V.IDE x -4" Hl5H CONCRETE CURB ('TYPICAi./ -C.J. CONTROL JOINT SLOPE c.oNC~TE 1% MINIMUM Al'IAY FROM E!!UILDIN$ 4 -'I&' V.IDE CONTINUOU! FOOTIN5 l'IIITH 10" V.IDt x 4" Hl5H CONCRETE CURB /TYPICAi./ 12'-011 ► C.J. TYPICAL EXTERIOR WALK !5-1/:2" CONCRETE l'lALK l"IITH 6 x 6 10/10 YELPED l"IIRE Hl:'SH CENTERED IN l'lALK OVER COMPACTED FILL. PROVIDE TOOLED JOINTS A<OM !!!LOCK l"IALLS TO ED5E OF l'lALK AT e'-0" O.C. MAXIMUM 10'-e," FOUNDATION PLAN 80ALE: 1/4" -1·-rt' CONCRETE MASONRY: I. CONCRETE MASONRY SHALL ee LAID IN l'IWNNIN5 eoND, SOLID cSROUTED AND HAVE A MINIMUM 2e DAY COMPRESSIVE 5TREN5TH OF 1500 P.5.1. COMPLIANCE SHALL E!!E VERIFIED PER uec SECTION 2105.9 2. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C<I0-"1!5, 5RADE N, TYPE I (1"100 P.5.1. MINIMUM) 9. MORTAR SHALL E!!E TYPE "5" CONl"ORMIN5 TO USC STANDARD 21-1!5 (leDO P.5.I. MINIMUM) -4. ISROIJT SHALL CONFORM TO L!E!!C STANDARD 21-1"1 (2000 P.5.I. MINIMUM) !5. VERTICAL REINFOl'tCEME!NT SHALL E!!E SECIJIO!ED IN POSITIONS AT INTERVALS NOT 6REATER THAN 200 E!!AR DIAHl:'TER5 6. VERTICAL REINFORCEMl:NT IN v.ALL5, PILASTERS ETC. !?>HALL E!!E DOll'IE:LED TO THE FOOTIN55 l'IITH DOl"IELS THE SAHi: SIZE AND 5PACIN5 AS THE VERTICAL REINFOl'tCEMENT 1. HOl'!,IZONTAL REINFORCEMENT SHALL ee PLACED IN eoND eEAM ~ STANDARD LINTEL UNITS e. CONDUITS !?>HALL NOT E!!E PLACED IN CELLS UNLESS SPECIFICALLY DETAILED. SEE DETAIL ~ ~ NOTE, NO ELECTRICAL CONDUIT OR PLUME!!IN5 LINE5 SHALL E!!E l"IALL MOUNTED IN THE MEN'S OR V.OMEN'5 RESTROOMS 'I. Tl"IO "!5 E!!ARS R.~.al.JIRED AFWUND ALL l"IALL OPENIN5S. EXT1':ND 24" E!!EYOND OPENIN<S, V<HEN POSSIBLE. SEE PETA IL _ffi_ ~ 10. v.ALL !?>HALL 151: LATERALLY !!!RACED UNTIL CONNECTINIS DIAPHRAISMS ARE COMPLETE CONCRE:Te TOOLED JOINT. -l'-6" V.IDE P"OOTINIS V.ITH <!" l'IIIDE x 4" Hl6H CONCRETE CURB CONTINUOUS e• PEEP x 6" l"IIDE SHOVEL NOSE FOOTIN<S, 1 '-6' V.IDE FOOTINIS V.ITH 'I" l'IIIDE x 4" Hl5H CONCRETE Cl,fij, CONCRE:Te v.ALK 5HALL CONTINUE TO EXl5TIN6 CONCRETE 51DE l'lALK AT PUE!!LIC Rl5HT-OF-l'IAY 4e" V.IDE CONTINUOUS FOOTIN5 V.ITH 'I" V.IDE x 4" Hl5H CONCRETE CURB c'TYPICALJ FOUNDATION NOTES: I. NO 5!:0TECHNICAL REPORT l'IA5 PRl=PARED l"01lt THIS PROJECT 2. ALLOl'IIAE!!LE SOILS E!!EARINIS VALUE 1000 P5F A55IJME[) IN ACCORDANCE V.ITH UNIFORM E!!UILDIN5 CODE TAE!!LE le-I-A !5. l:XISTINIS FILL AND TOP50IL !?>HALL E!!E 1:XCAVATED AND Rl:MOYED !"ROM l'IIITHIN THE E!!UILDINIS AREA TO A MINIMUM DEPTH OF le INCHES !!!ELOY'< EXISTINIS OR FINISH 6RADI: LEVEL, v.HICHEYl:R 15 Da:?l:R. THE E!!UILDINIS AREA 15 DEFINED A5 THE LIMITS OF THE STRUCTURE PLUS 5 Fa:T OUTSIDE THAT AREA. THE 1:XCAVATED FILL SHOULD E!!E CLEANED OF ALL PEBF1.I5 AND STOCKPILED FOR USE IN THE 5TRUCTUF<AL FILL. THE EXPOSED SURFACE OF THE EXCAVATION SHOULD E!!E SCARIFIED, MOISTURE CONDITIONED AND PROPERLY COMPACTED. THE STOCKPILE MATERIALS MAY THEN E!!E REPLACED IN THE EXCAVATION AND PIWPERLY COMPACTED TO A MINIMUM '1!5 PER CENT RELATIVE COMPACTION A5 COMPARED TO ASTM D-I551-"TO. ANY IMPORT SOILS BFWU5HT TO THE SITE FOR USE AS FILL SHOULD E!!E NONEXPANSIYE e.RANULAR SOILS 4. PRIOR TO THE CONTRACTOR REGUESTINIS A FOUNDATION INSPECTION, A <SEOTECHNICAL EN5INa:R SHALL ADVISE THE E!!UILDIN<S, INSPECTOR IN l'f<.ITIN<S, THAT, A THE E!!UILDIN6' PAD l"l.A.5 PREPAREO IN ACCORDANCE JIIIITH NOTE AE!!OYE E!! THE UTILITY TRENCHES HAYE BEEN PIWPER.l.Y BACKFILLED AND COMPACTED C THE FOUNDATION EXCAVATION, FORMIN5 AND REINFOl'tCEMENT COMPLY V.ITH THE APPIWYED PLAN 5. ALL 1!:ME!!EDED ITEMS SHALL E!!E l'IIREO IN PLACE PRIOR TO FOUNDATION INSPECTION 6. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL IME!!ED ITEMS l'IITH THE FLOOR PLAN PRIOR TO POURIN6 CONCRETE AND SHALL NOTIFY THE ARCHITECT IF DISCREPANCIES ARE FOUND 1. FOOTINIS DEPTH DIHl:'NSIONS eHOJIIIN ON THE DETAILS ARE MINIMUM5 AND MUST E!!E INCREASED AND STEPPED E!!Y THE CONTRACTOR l'IHERE REGUIRED BY SPECIFIC FIELD CONDITIONS. THE CONTRACTOR SHALL NOTl?Y ARCHITECT IN V.RITIN6 v.HEN AND v.HERE SUCH INCREASES OCCUR e. SLOPE FINISH <SoRADE Al'IAY FROM ALL E!!UILDIN<So5 AND OTHER STRUCTURES A MINIMUM OF 2" IN FIVE FEET 'I. SLOPE ALL l'lALKS A MINIMUM OF I ~ DOl'IN AND Av.AY FROM ALL E!!UILDIN<So STRUCTURES 10. ""=!!!AR REINFORCEHl:'NT IN 5L.Ae SHALL E!!E SUPPORTED ON CHAIR5 AT 24" O.C. EACH l"IAY TO INSURE REINFORCEMENT IS CENTERED IN SLAB II. v.HERE PIPE OR CONDUIT 15 PLACED IN OR PARALLEL TO CONCRETE 5LAE!!5 REFER TO DETAILS~-~ ~~ 12. 5PLICE5 IN STEEL REINFORCINIS E!!AR SHALL HAVE A MINIMUM LAP OF SO DIAHl:'TERS IN CONCRETE AND 40 DIAMETERS AT MASONRY, BUT NEYER LESS THAN 18 INCHES IS. FOR REINFORCIN5 E!!AR DETAILS AT CORNERS AND INTERSECTIONS OF CONCRETE !!!LOCK v.ALLS, SEE PETAIL _.&:1_ ~ FOR TYPICAL BEND REGUIREMENTS AT REINFOl'tCINIS BAR SEE DETAIL MATERIAL SPECIFICATIONS: CONCRETE, REINFOl'tCINiS E!!AR, 2!500 pel 6-R.ADE 60 OR E!!ETTER MASONRY UNITS (SLUMP 4 PRECISION !!!LOCK), P'm• 1"100 pel, <S,RADE A ASTM c-qo-"15 •••ALL CELLS IN MASONRY UNITS MUST E!!E SOLID 6ROUTED**" (VERTICAL REINFOl'tCIN5 E!!ARS SHALL E!!E CENTERED IN l"IALW PREFORMED CEMENT <SoROUT, ASTM C-I50, COURSE PER CE!!C 2I09A.4.S. SEE NOTE 4 E!!ELOl'I MORTAR, P'm • leOO pel, TYPE 5. SEE NOTE 9 E!!ELOl'I WALL LEGEND: 1ntdftffl EXT1':RIOR v.ALL, e," x 4" x 16" SLUMP !!!LOCK l"IITH 114 HORIZONTAL REINFORCIN<So E!!ARS o 24" o.c.. AND #5 VERTICAL REINFORCIN<S, E!!AR5 Cl 16" o.c.., CENTERED IN v.ALL, 6ROUTED SOLID AND SET ON A 4' Hl5H x 'I' JIIIIDE CONCRE:Te C~. EXTERIOR v.ALL, e" ,c 4' x 16" SLUMP !!!LOCK l'IIITH 114 HORIZONTAL REINFORCINIS E!!ARS Cl 24" o.c.. AND 114 VERTICAL REINFORCIN5 E!!ARS "' 24" o.c,., CENTERED IN v.ALL, 6.WUTED SOLID AND SET ON A 4" Hl5H x "I" JIIIIDE CONCRETE CURB. INTERIOR v.ALL, e" x 4" x 16" PRECISION BLOCK FULL HEl5HT v.ALL l'IIITH 114 HORIZONTAL REINFO!'tCIN5 E!!ARS o 24" o.c.. AND #5 VERTICAL REINFORCINIS BARS Cl 16" o.c.., CENTERED IN l'lALL, GMUTED SOLID AND SET ON A 4" HIGH x 10" l'IIDE CONCRE:Te ~- INTERIOR SCREEN l'IALL, 5'-10" Hl<SoH l'IALL, e" x 4" ,c 16" Pl'!.l:CISION !!!LOCK JIIIITH e" x 2" x 16" CAP, 114 HORIZONTAL REINFORCIN(!; E!!ARS o 2-4" o.e. AND <114 VERTICAL REINFORCIN(!; E!!ARS o :24" o.c.., CENTEREO IN l"IALL, 5.WUTED SOLID AND SET ON A 4" Hl5H x 10' 1'1111'1: CONCRE:Te c~. EXT1':RIOR SCREEN v;ALL, 6'-2" HIISH l"IALL, e" ,c 4" x 16" SLUMP !!!LOCK l'IITH e" x :2" x 16" CAP, <114 HORIZONTAL REINFORCIN5 E!!ARS o 24" o.r.. AND 114 VERTICAL REINFORCIN6 BARS Cl 24" o.c.., CENTERED IN v.ALL, c5f'iOUTED SOLIO AND SET ON A -4" Hl<SoH x 1-1/:2" V.IDE CONCRETE CURE!. "AS BUILT" P.E. __ _ EXP. ___ _ DATE REVIE',/ED BY• INSPECTOR DATE 1----+--+-------------+--f------jf---+---t ~ CITEJGINgriNG ~b~~~N~AD uSJ DA TE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION O"IHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: HOLIDAY PARK RESTROOM REPLACEMENT FOUNDATION PLAN AP~~ \\1LLIA~ PL~.E. gaJ,f; ~_.....,,.___ DEPUTY CITY ENGINEER PE 51274 EXPIRES 10 0 05 DWN BY: __ _ PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: CONTRACT #PKS-03-07 416-6 ~·-- "i "" !~ Bill -~e; ~ i~~ ~~.: ~~~~ ~~I?~ •• •• f i - t ~ "' I ~ ; •• •• v o6 z:: z:: z:: SC N ~ ~ ~ ~ .. •• [ ~ w cc :::, f- u '"' f-P=l :r: u cc I •• •• •• •• SC r V ~ ~ I V ~ T N ~ ~ T ~ ~ ~ r ~ ~ -£ r V ~ I V ~ t I r 0 0 -~ ~ t ~ 3 - -- T ~ T Q , T ~ T 0 ~ ~ - Q 0 ~ ~ " V ,,; t • ~ ~ ~ V ~ ~ T ~ 0 • 6 ~ - r j ! l j I i I ! C )> =E I\) C') 0 .,::i. -..a. .... <,,) a, I a, t I -t 12 ~ /~AV!= Yl=NT-Tl«EE 5"<11 HOLES DRILLED INTO BLOC.KIN"° ANP !5ACKEP Y'IITH . ~ DI ► SALVANIZED STEEL "McNIC.HOLS" 'I" N --INSEc.T SC.l'l:EN (AS SHOY'INJ • I • . \ I' ....----~L --------7 . ' r-------i--------------------• --------• I I / C.ON~ eLOC.K EXTERIOR 9 I !2411 x 4611 SKYLIISHT I Y'IALL !5ELOY'I (TYPIC.AL) m ' I (TYPIC.AL OF 4) SEE: V • I SF'EC.IFIC.ATION THIS I e.,,a1 ◊ I I I SL01"1= 4" , 1211 I I I r C-LASS A C.OM!"SITION SHIN6LE -I y ROOF. SEE SPEC.IFIC.ATION !5ELOY'I ' 12 \ ' ' DI I \ Rl°"'E I :; " • I 51 AR 9 9 0 'I" y ..... N N I ... I ROOF JACK• l"L.UMelN6 Yl=NT5. .. e' .. I SEE: 51 IEE F P-1 (TYPICAL OF 2) /! A4 I , I /(';;\ - I ' D2 I -I ~ TYPICAL , 25 \ I I SLOPE 4 11 I 12' ' D2 I i I I - i ◊ IT ,--,c.AL 12 I I • \ ~ -' I I I DI • 0 9 I I SI AR ~ m I I N ~ L ______ ------_J --------------------~----------------' ' • • ~ ' --A ........ • 12 \ j 1 i,I I ' -A4 , :24"ove!l!.HA~-[\ ,/ >--2-4" 0V!!"HAN6 ~ 991--4 11 ~ , , . , " ~,1-411 " . . ROOF PLAN TABLE 23-11-B-I NAILING SCHEDULE: 8CALE: 1H,· -1·-cr CONNECTION NAILING 1 ,. JOIST TO SILL OR GIRDER, TOENAIL J-!!d 2. BRIDGING TO JOIST, TOENAIL EACH END 2-!!d MATERIAL SPECIFICATIONS: •• r116" (25mm11152mm) SUBFLOOR OR L£SS TO !ACH JOl$1', FACE NAIL 2-Sd " WIDER THAN 1•xs• (25mmx152mm)SUBR.DOR TO EACH JOIST, FACE NAIL J-Sd 5. 2N (51mm) SUBflOOR ID JOIST OR GIRDER, BLIND AND FA.CE NAIL 2-16d •• SOLE PLA1E TO JOIST OR BLOCklN(;. lYPICAL FACE NAIL 16d AT 18.(406mm) OC I. !KYl-161-11", SOLE Pl.A1E TO JOIST OR BLOCklN(;. AT BRACED WALL PANELS 3-16d PER 16" (406mm) SELF-FLASHIN6 SKYLl<SHT DOME:S SHALL ee NO. 224"-AST-sF AS 7. TOP PlA1E TO STUD, END N.ft!L 2-l!ld MANIJFAc.TlJRE:D 6Y 6RISTOLITE SKYLISHTS, SANTA ANA, C.ALIFORNIA. •• 51UD TO SOLE PLA1E 4-!d, TOENAl. OR 2-15d, END 1'1.6.IL THE ACRYLIC-DOME: SHALL !5E ATTAC-HEP TO A SELF-FLASHIN"° C-URe ,. DOUBLE sruos, FACE NAIL 16d AT 246(610mm) QC FA6RIC.ATED OF EXTRUDED 606S-T5 ALUMINUM ALLOY. THE ACRYLIC-,._ DOUBLE TOP PlATE, lYPtcAL FACE NAIL 16d AT 16"(-t06rnm) QC DOME SHALL 6E RJSED TO ITS Ol'IN C.OIJNTERFLASHIN5 FleERG-LASS DOUBLE TOP PLATES, LAP SPLICE 8-16d SKIRT THOROIJ6H THE THERM-0-l"IELD PROC.ESS TO ELIMINATE ANY , , . BLOCKNG BETWEEN JOIST'5 OR RAFTERS TO TOP PLAT£, TOENAIL 3-8d DEFENPENc-E ON 6ASKETS, SEALANTS FOR FLOY'I-THROIJ6H DE516NS AT 12. RIM JOIST TO TOP PlATE,TOENAIL 13d AT 6"(152mm) OC THE EC><SE OF THE ACRYLIC. DOME:. THE ALUMINUM C.UR6 SHALL C.ONTAIN ,._ TOP PLA1ES, LAPS AND INTmSECTIONS, FACE NAIL 2-16d ONE INc.H OF INSLUATION ANP SHALL 6E 4 !Ne.HES Hl6H l'ilTH A 61JIL T-IN , .. CONTWUOUS Hl:ADER, TWO PIECES 18d AT 189(-40Gmm) OC ALONG EACH EDGE l'iATER 6ARRIER ANP 10° SLOl"INS SEEPME 6UTTER FOR C.ONDENSA11= "· CEILING JOISTS TO Pl.ATE, TOENAIL ..... , DRAINMI:, AND A 2-S/4" ROOF FLAN6E. ALL UNITS Al'I: 5UARANTEE:D ,._ CONTINUOUS HEADER ID STUD, TOENAIL ..... , 17. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d MAINST DEFEC-TIVE l'IORKMANSHIP AND MATERIAL. (!"ROST ffilTE) , .. CEILING JOtSTS TO PARA:..LEL RAFTERS. FACE NAIL J-16d 2. ~. 19. RAFTER TO PLAT£, TOENAIL ..... , 20. t· (25mm) BRACE TO EACH STUD AND PLATE, FACE HAIL 2-Bd "SAF" TIMeERLINE: ULTRA SHIN6LES, 5ELF-SEALIN6, UL C-LASS "A" L""6EL 21. t •xs• (25mm x 203mm) Sl£ATHNG OR LESS TO EACH B£ARING, FACE NAl. 2-8d ROOFING SYSTEM OYl=R 2 LAYERS :lo<I 61JIU::,IN"° PAPER OYl=R 22. WIDER 1HAN 1" x a· (25mm 11 203mm) SHEATHING ID EACH BEARING, FACE NA1... ..... , l"LYl'IOOD ROOF SHE:ATHI~. :30 YEAR il'<ARRANTY, C.OLOR TO MATC-H 23. BUil T-UP CORNER STUDS 16d AT 24'°(610mm) OC E:XISTI~ SHADE STRUC.T\JRE. 24. BUILT-UP GIRDER AND BcAMS 2Dd AT 32"(813mm)OC AT TOP AND BOTTOM AND STAGGERED 2-20d AT ENOS At-I> AT EACH SPLICE 25. 2• (~1 mml PlJ,NkS 2-16d AT £ACH B£ARIN<, FRAMING NOTES: 26. WOOD SlRUCTUIW.. PANELS ANO PARTICI.EEIOMD: 2 SUBFLOOR, ROOF AND WALL SHEATHING(To FRAMltt0):(1 lNCH•25,4mm) ..,, 1/2" AND LESS 1%32"-3/4" ed4 OR fW. 1 a·-,· ..,, I. i'IHeRJ!: HAN6!:l't !SIZE: IS NOT SPEC-IFIE:D, IJSE MAXIMUM SIZE: FOR l-1/8"-1-1/4" 10d .. °" &f Al"PLIC.ATION COMBINATION SUIFLOOR-UNDEAIAYMDIT(TO F1'AMING): (1 INCH•2!5.4mm) ,., 3/4" OR LESS 1;e·-1· .. , .2. FILL ALL NAIL HO~ ffi!:RE: l'iOOD CONNE:CTION HARDl'iARE 15 U5ED 1-1/B"-t-1/"4" 10d4 OR 8d5 27, PANEL SIDING (TO FRAMINr L e. Al"!'ll!OVED ME:TAL HA~RS 5HALL eE U5B' AT ALL HEAD-OUTS 1/2" 12.7mm) DR L£SS ,., 5/8"' 16mm) ..,, 4. ALL FRAMIN6 HARDl'iAl'I: SHALL 6E "51Ml"SON 511'!.0N6-TIE" 25. F111mBOARO SHE'A'THING; 7 1;2• (i2.7mm) NO. 11ga" 51!!1!: STIWC,TIJRAL DETAILS ANP NOTES ON SHEETS DI -D5 FOR .... 5. NO. 18CJa" RJRTHER I NFOt'I.MATION .2!5/32· (20mm) NO. 119a~ lid" 6. ROOF FRAMIN6 MEM6ERS ARE DOU6LAS FIR LAl'te-H 412, ,b • e,15 p,ol NO, 16tjia~ 29. ~IOR PANn.JNG 1/,4,• ~G.4mmi 3/8• 9.5mm -4d'° 6d11 1 COMMON OR BOX ~LS MAY BE USED EXCEPT Wl,£R£ OTHEIMISE STATED. 2 ~ai'ifxijtl~~•:~~~,~,,·~~8~1A~~"J"ffib 0~.E.2r~t:w£sf~rr:~'f~D ~ COMMON OR DEFORt.tED SHANk. • COMMON • DEFORt.tED SHANK. • CORROSION-RESISTANT SIDING OR CASING NAILS CONFORMING TO THE "EQUIREMENTS or !ECTION 23CM,.;3 ? FASTENERS SPACED 3 INCHES (76mm) OC AT ElCTERK)R EDGES AND 6 INCHES (152mm) OC AT INTERMEDP.TE SUPPORTS. • =ION-RESISTANT ROOFl'Jl NAILS~ 7)16 INCH •~-J11mm) HOO ~ 1-1~! INCH JJBmilJ) !f"""'.ffil',,l,{.i/m" 13mm SI-EATHNG AN> 1-3 4 INCH 44mm LENGTH FOR 25/ INCH (20mm) S EAT.-! CONF\ RMIN T THE OF ECTIO 23~.5. I CORROSION-RESIST~ STAF'Pr WITH NOMINAL ~8 l~H ~11rn"& c~ AND 1-1/.S INCH ~9mm)-JrG1H ~ 1a,1NCH ~rn) SHEATHING ANO 1 -i 2 INCH 38mm) LENGTH 25 32 NCH Ornm SHEATHING CONFORM G TO REQUI EME OF S N 230-l-,3. "PANaw""""""' ~ 1~CHES (40.mm)i20 l~ES ~mm) IF =:::r AXIS IN "1'1,JfMO OIRECTl~ r,;_ THE PN£~'-lll1 0TH !SE MARfCED. ING OR FINISH AILS PACE 6 INCHES 152mm ON PANEL S, 12 INCH 305mm} AT I J'E SUPPOITTS. 11 ~ ~~AT ~4 INCH~mm). CASING Ofl RNISH !WlS SPACED 6 INCHES (1~m) ON PANEL EDGES, 12 INCHES mm AT I ME AlE SU I I~ ~Iii !!:AV!! Vl!:NT-T-5"<11 HO~ DRILLED ~e"i ~xo INTO BLOC.KINS ANP SAc.KED l'ilTH ~ -~ SALVANIZEO STEEL "McNlc.HOLS" ~fa:£ INSEC.T SC.REEN (AS SHOl"IN) ~~~~ --16 '._ 1e ~ 4 x e BLOC.KIN6 FOR ~~;;;~ ' \ ' DI ~ DI I ► SKYLl<!>HT (TYPIC.AL OF 4) ---•• •• I 4 x 6 l"OST e 4'-0" f -_ .;I .:: --O.C.. (TYPIC.AL) -c--1-----------------c------~------- "SIMPSON" LSTA:24 \ I >--------Y-I i - - --c--~----T T-------c-----, T------C ---~-7 /,_rJ,' i ■ 4e" o.c.. ---1-~--I I I I ,--.-i a.t I ~ \i I I I I I I I ~~r.,r' l t5,, < I I I I I I I ~)' j ;;, X ' ~~" s I -I I I I \ I -' ' \ ' "-f', ~ I I I I ' I I ~·~ I I ' ' '!~;(-&' ));o~~ I I I I I I J\ ..._.J j __ I 'Y;i; I 'I I I I -I I I I vj' ~ '¾~a,., I I I 41 25 t1Jf I I \ \ I I ' I I _, ,_ I ' D5 I D2 I ~ _, I ~ I I I ~: I I I j Ti'P. I I I V -I I I ! I I D:) I se, . -4 x 12 RID61: !51::AM ' ' ' I -~ . l , . ·v I ' ' DS I I I I ~ I I I -... I I r 21 ~ I I I I .. e .. '"D2-' rNOTC,H BLOC-K-/ : ' A4 1 I I I I I I ' -FOR RI~ !51::AM , I -I I ' I I I I I I I ' \/ >---·+ rt-·-\ ' I I I I --➔ ~--!z 2 x e FLAT X ' 41 \ -OUTLOOKEl't AT 24" \,,__ I I I I I I / 42 \ I I ' DS I /\ w O.C-. (TYPICAL) NOTCH " I I ' ' I I I I ' \ / \ -/ \ I I \DS I :::i: TOPOF4xe ' I I I I -w ' ' ' ' RAFTER I I I I I I I I 0 2 x 10 FMC.IA / 0~ ~ .1..--I I I I __ j j __ ,.,--MASONRY E:XTERIOR l"IALL 6ELOY'I (TYPIC.AL) Y'IITH 2 x 4 TRIM I I I I I -~ c(w 4 x 6 POST ■ 4'-0" _,,,,-L __ --..L J__ _J_ l' -_ _J ma: I I ----I ---c --------,-c-------c----->---,_ O.C. (TYPIC.AL) ----a ----------~--1-1---------- ------c--...J :::i: u~~~ "'-k_ 2 x 10 FASCIA \ aOi--! ------.. :c l1. f3 ' 16 ~ le> \ I Ii \ J A ➔ \___ MASONRY INTERIOR Y'IITH .2 x 4 TRIM oa: ' DI ~ DI I \ DI / ---I A4 l"IALL 6ELOl'i /TYPIC.AL) ~I c§ -,, 1 ... 6 1-011 Ytrl.10!!! X I 1-!,11 Hl(!tH 0 " ~ . LOUVERED Y'IALL Yl=NT • C ~ E:Xff:NP 4 x e, TOI" PLATE ., c5 , 4'-0" BEYOND EACH !:NP OF Ol"ENIN"° , ::c: , -4 x e 1".AFTE:"'-5 e .24" O.C.. l'IITH 2 x 10 FA5C.IA ,, , l'ilTH ''SIMPSON" HU4e SLOl"ED HAN<!>ER AT RIDSE BEAM , ROOF FRAMING PLAN ICALE: 1J.4.• • 1"-o■ •• ROOF SHEATHING: •• I. ROOF SHEATHIN6 SHALL eE 151:'2" APA STRUCTURAL I, 1".ATED SHEATHIN5 EXT, SPAN RATINS S2/16. PANELS SHALL 6E INSTALLED l'ilTH ci> FAC.E <!>RAIN PERPENDIC.ULAR TO ROOF FRAMINS, EC><!>ES SUPPORTED OYl=R RAFTERS ANP FASTENED 1/'llTH IOcl COMMON NAILS o 4" O.C-. AT ALL SUPPORTED PANEL ED6ES, 12" O.C-. FIELD INST,'.LLEJ:> OVER I" x e," T 4 6 EXTERIOR SR.ADE DEc.K N =ffig [ I~ ~, c:o I •• •• 11 AS BUILT" " -~ ~~ P.E. EXP. DATE ,._<;J ,l;~~ ,~ q,%) REVIE',JED BY, ~ i I ~~ ~ ,.. I"'-"'~ 0 ... " . \~-.:.. "' it! s INSPECTOR DATE ~ "'. z~ ?.i-i' ~ _,, ..... I 5A~-: CITY OF CARLSBAD LW :,; ENGINEERING DEPARTMENT 3 IMPROVEMENT PLANS FOR: •• •• HOLIDAY PARK RESTROOM REPLACEMENT ROOF & ROOF FRAMING PLANS !;;CV) APPRO~: ~LLIAt.t P?~ 4--7-04 !<( .. ~&air L C ,,_,.,.....,... DEPUTY CITY ENGINEER PE 51274 EXPIRES 10 /30 /05 DATI: OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION Cf-<KD BY: CONTRACT #PKS-03-0' 416-6 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: --------- • " ~ u • w e " ' CJ : • u ~ z::: • • • z::: N 0 ~ w ~ z::: • ~ • "' = • ~ ' ~ " • w • e 0 0 • •• ~ •• ~ ~ u '-I) " " Cf:. u • . w • ::, " f--: • u • u < u • w I-, c 0 ::r: 0 u • ~ • ~ cc. • "' • • • 0 . , 0 ~ ~---------------- ),, (.,) 9. ...a. (.,) C :E C') ~ ...... O') I O') 12 ;. _, !!l r 1 7 I I I -:1 - --111-,._ = II n ' SECTION A acai e• 114•. 1·-0- SECTION B IC-Al F· 1/41 .1•-0- DATE INITIAL ENGINEER OF WORK! REVISION DESCRIPTION SECTION KEYED NOTES GJ 0 0 e" THICK !!>LIJMI" BLOCK Ex-n:,it"'"'-JIIIALL t;" THICK ~C.ISION eLOC.K FULL HEl<SHT JIIIALL C.ONC.l't.!:Ti: SLAe 0 C.ONTINI.IOIJ5 C.ONC-1'.ETE FOOTIN6 0 C.ONC.Re"T!: JIIIALK 0 SANPBASE ~ 0 4x l't.OOF AAFTel't.!!> s 24" O.C. 1'.IP<SE !!!!!:AM ~ I x 8 T • 6 111.00F DEC.K I 10 I 4x l"T FLA TE 0 @] C.OMPO!!>ITE SHINdlLE l't.OOFINdl SYSTEM 11111TH 2 LAYERS 30'l l!lUILPIN6 PAPER 2x BLOCKIN<S ~ FL YI/IIOOP 1'.001" !>Hl!A THIN6 8 2 X 10 FASC-IA eoARP i"IITH 2x TRIM ~ ~ @] EPOXY !'LOOR C.OATIN<S I/IIOOP LOUVER VENT. SEE PETAILS -~ ® ~~ SLOPE C.ONC.RETE I~ MINIMUM ~ ~~ ~ FINISH 6"'-ADE 8 Fln\JRI!: DRINKIN6 FOUNTAIN "AS BUILT" P.E. __ _ EXP. ___ _ DATE REV!Ew'ED BY: INSPECTOR DATE BUILDING SECTIONS :~u~~ DEPUTY CITY ENGINEER PE 51274 EXPIRES 10 30 OS -4·2·04: 0Al£ DATE INITIAL O"THER APPROVAL DATE INITIAL CITY APPROVAL OWN BY: CHKD BY: RVWD BY: PROJECT NO. CONTRACT #PKS-03-07 DRAWING NO. 416-6 ~ ! < _g it !~~ ~1 ~a~~ 1,;; ~~~~ in~i?in •• •• •• •• o6 co I •• •• •• •• ---.:...;; - - --· ,--= ~-- ":::-::--·-· ·c:_c=:--- ----- (.:, z:.: z:.: z:.: SJ: :=, 1-u "' I- ::,: u c:: SJ: r V 1' ;, V ' ~ N w ' ~ ~ -~ r ' w -0 ' ~ r 0 0 • ~ • • ' • ~ • -~ - • 0 , • -~ J:' ~ I 0 ~ - 3 ci ~ I ' ' i I I , I l I ~ .1:1, 0 -..... (,) C :e G") .r::a, ..A, en I en 5Li.JMF' 13LOCK l'lAL.L {TYPICAL) I------ I I I I I I I · r ·r·· _I I I I I l r .I ---1·- I--- - - !!Xl5TIN6 <!',RAD!!:_// FINl9H!!D FLOOR ~ 24" x 4e" 5K"l"Ll6!-IT --- rn1"ICAL.) / EXPOSED 4 >< t, l"OST /n1"ICAL.) / LOWER VENT /n1"ICAL.) COMl"O5ITION 5HINl!',L.E ROOF -. -- I II~ _j_ , 1 r -,--- I '. __ l -, I ,-. l. -I I I ' ' 0 I __ .L__ I I I I I ' . -·1· I I I I __ I _, I l __ - J ... ,. I I I I --·7 -L I /I I I -·-·--· L:..!_, _____ _ fl'ROV1D!: 4 11 x e•• OPE:NINI!', AT BASE OF V>IALL {TYPICAL OF 4) WEST ELEVATION SCM.E: 1/4" -,._ O" 2 >< 10 FASCIA BOARI> ~ITH 2x TRIM STEEL DOOR ~ (T"l"FICAL) ·---1···- I I I I --, ... __ I I I I I . I I I ' __ , I - 24" x ~" 5K"l"Ll6!-IT --- (T"l"PI CAL) COMl"OSITION 5HINl!',L.E ROOF ' I ·-r -I I I I I I I I HANDie.Ai" IDENTIFICATION Sll!',N e11 X 2 11 X lt,11 SLUMP l'lAL.L CAP /TYPICAL) ,: .. YT-· V ,,. ---T,,,_ --k ___ 1 _ I -~ -I 1 I IV /I --------------'k-. ~ I F~-I ' ' ' TYPICAL (P~-4~ l"AIR OF STEEL DOORS AND FRAME EAST ELEVATION 8Q&I F· 1~• • 1'-0" -, I , I / I I / . I, / , ..... ,-4'\ 1 DI J -TYPICAL I I I. -r·- I/ T"l"FICAL __:1 --_I __ . ,I I '---l"ROYID!! 4" x ~" OPE:NIN<5> AT BASE OF l'lAl.L /TYPICAL OF 2) TRA9H R!!CEPTACL.E /5HOHN DASHED) • C) 5LIJMF !!ILOCK I l'lAl.L {TYPICAL) in ' I ,, • .... _, Ill I " 24" >< 4e" 5K"l"Lll!',HT rn1"IC.AL.) ~ 2 >< 10 FASCIA~ OOARI> ~ 2 >< 4 TRIM---.__ ~ I I I I I I I I I I I I I _j I I I I I SLUM!" 1'LOCK l'lAl.L {TYPICAL) PROVIDE -4 11 x f,11 OPE:NIN<!', AT BASE OF ~ l'lAl.L {TYPICAL OF 9) ~~-] ' I I ' ' -~ - !!Xl5TINJ!, eAADf!. ~ / FINl5HEI' FLOOR ~ I - I I I I..: I ' I ' I I .. ] ---l!XF05ED 4 x t, l"OST ;; e 4'-0" O.C.. {TYPICAL) --1 x 4 ~D LOUVER / VENT {TYPICAL) ~--2 >< t, SHAPED TRIM /n1"1C.AL) 2" CONC.Rl:1'1:: CAI" I , , I 1 I , I ·r····L·r--.I I I I __ J __ SOUTH ELEVATION SCALE: 1J'4.• • 1'· ti' 24" >< 4e" SK"l"LIJ!,HT~ {TYPICAL) ~ - 2 x 10 FASCIA-~ !!IOARP ------------~-- 2x4TRIM~ RELOCATED TRASH \ RECEPTACLE (5HO~N DASHED) --- --__ I I I I ____ :::r __ T 7 I 7 I 7 . _ I ' I ' I I I --l!Xl"OS!!D 4 x t, l"OST • 4'-0" O.C. {TYPICAL) ,---I >< 4 i"IOOD LOUYEFI. VENT (T"l"PI CAL) ~--2 x t, 5HAPE:D TRIM (T"l"P IC. AL) : • I I I I I ! ---T-~-- 0 __ J . I I I I I I ' ----5LIJMI" 1'LOCK l'lAL.L {TYPICAL) Sl _, Ill --7 I I I T-~·: __ I I I I 1 .I ··1 -' ! ' I I ' I ••• , ' ' I. I ' J I I I ' ,,--PROVIDe: -4" x e" OPENIN<!', AT EIASE 01" ~L /TYPICAL OF 9) I I I I ' ! ! ' __ l._ l ' I l EaXISTIN<!', ~ / / FINl5H!!D FLOOFI. ~ ' l ' I I ' I -7-. '. -, I I 1 _I ., I L::.;.J NORTH ELEVATION I I I I T ' " -I I I I ' I I 11 AS BUILT" P.E. EXP. DATE REVIEl,IED BY• INSPECTOR DATE PAINT COLOR KEY CD ~ CITY OF CARLSBAD LI[ r-::===-.----------·----------------- ( P~-1) SUJMF' EILOCK FFI.AZEE 119O~ CORINTHIAN ( P~-:2) i"IOOD RAFTEFI.S, FASCIA AND TRIM FRAZEE 11:!Ol"l CORINTHIAN ( PV'l-9 ) LOWEl'1ED VENT FRAZEE 119O1"l CORINTH I AN ( P~-4) EXTERIOR DOORS AND FRAMES MATCH EXl5TIN<5> NOTE, CD PAINT COLOR 15 AF'F'ROXIMATI:. MATCH EXI5TINI!', 1'11:STMOM EIUILDIN&. 5UEIMIT COLOl't 5AMf'LES TO CITY OF CAl<!..5EIAD PFI.OJECT MANA<5>ER FOR APPROVAL DAlE INITIAL DAlE INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: HOIJDAY PARK RESTROOM REPLACEMENT EXTERIOR ELEVATIONS 4-2-04 DEPUTY CITY ENGINEER PE 51274 EXPIRES 10/30/05 DAlE DWN BY: __ _ PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: CONTRACT #PKS-O3-O7 416-6 . """ , .. ~ l C ~ ~ l lt 1111 ~~~; -~i ~ ;: §§~~ ~it~~ •• ■■ f I I I ■■ •• c:o I -~ ■■ •• •• ■■ .. --·-----·-- ------.... ,, -----. i_:, :::, f-u \V f- ::r:: u "" SC .. • ~ ' u • w • ~ ' ~ . U C ~ . ~ ~ ~ ~ ~ ~ - ~ u w C: ~ u ~ ~ "' ~ 0 0 -,' "' ~ 3 .. u ci ~ --~ ~ ~ u -~ • X 0 -ci ~ ------ C :e :I> (11 C) 0 -.,::.. ..... ..... w en I en I 11 .--.--.--.-- .--URINAL .--/TYPICAL) .-- ,--- ,--- .--r,:!; .--_, ~ ,---~ ~~,-,--- \ ,--- ,---r-. ,- ' . ' . ' J i \M i ,,,-CONCRETE eLOCK i"IALL // PER PLAN rr=====;i;/-s l'IALL MOUNT!D l"LOU~CeNT Ll<SHT FIXTURE o +1'-6". SEE POl'IER PLAN eHEETE-2 .-- ,--- ,--- ,--- -- ,--- ,--- ,--- I' " ~ ,--- ~ ,--- ,--- ~ ,---,--- Sll"HON-J!:T TOILET---~ ,. ~ TOI" 01" l'I.IM ELEVATION A IICALE: 318" ■ 1'-G" ~ALL MOUNT!D l"LOUl'I.E5CENT Ll6HT ---...--f.___ FIXTUl'I.E o +i'-6". SEE PON:l'il PLAN .___ SHEET E-2 - 1'1.ECESSEP 50AF Dl5FEN5El'I. • ""40" MAXIMUM (TYPICAL) ---- ~ ,--- ,--- ,---' \e;AeV ,--- ,--- ,--- STAINL!:55 STEEL COUNTEl'I. AND BACK.~ SPLASH ~ITH (2) LAVATORIES (TYPICAL) ,--- -... ,. ' ' ~ ~ ~ ------I-".--~----- - - ---- - - - - (TYPICAL) MAXIMUM I I - D2 / '---INSULATE EXF05ED DAAIN LINE5 TOILET COMl"Al'I.TM!:NT FAl'I.TITION DOOl'l.5 CONCl'I.ETE 5LOCK l'IALL PER PLAN _ (96'\ ,-1-___ !!6' LONI!,, l-l/2' ' / '-../ ,---/ - ,---- ,----- ~ ~ ,---c---) - (,1,:;l J /= -, ;i • h :"':i ~ -~ [ ---~·--, in ~ f ---,-,-,---. \_. ',.,/ J -~,J \ ir ft) i ,----1,--'-l,--1-,---1,.---c_11/..:z::::;_.t,-~====l:s,~"==s ,~ "::J=r=~==r:::r:=====-:±.:::c=====;: \=3/ \, .. r,, u-f 9• ~, !!O" , ~ <SAL.VANIZED STEEL '--SIPHON-JET TOILET ,1 , CLEAR • __ 5Ul"l"Ol'I.T BRACES , 95, ~-IN5ULATEEXl"05ED '----CONCl'I.ETECIJREl~ITH!:l"OXY I D2 I Dl'I.AIN LINES l"INISH - ELEVATION C IICALE: 318" ■ 1'-G" CONCRETE CUl'I.El ~ITH ~ EPOXY FINISH \ . • ;i u---l: . ,2411 MINIMUM • CONCRETE 5LOCK i"IALL PER PLAN r-42" LON<S, 1-1/2"<P 51'1.Ae l!IAl'I. / o +99" /TYPICAL) ~p===;s;/q------'1,.-',, (. . , I . u- I' ' , ACCESSIBILITY NOTES I. POOflt HARD~ SHAU.. EIE OF Tit: LE'-IER Oflt l'U5lf TYl'E, MOIJN'fE[) 90" TO 44" AeoVE THE FLOOR AND 6E Ol'El<AeLE i"IITH A MAXIMLJM EFFORT OI" e,.5 LB6. FOR EXT1:!1.10flt DOORS AND 5 LB6. l"OR INTERIOR DOORS>. 2. i1if LOl'te!f. 10" OF Tit: DOOR 51-tAU.. I!!! OF 5MOOTH, PL.AN!! 5i,!la"Aee (NO REc;ESS OR TRAP). (2-690-IM) !!. ISAl'I. FASTENEl'l.5 AND MOUNTIN<S !IUFl"Ol'I.T SHALL eE AeLE TO ~ITH5TAND 250 Le5./FT IN eeNDIN<S, SHEAR AND TENSION. 4. LAVATORIE5 A. FAUCET CONTl'I.OL5 AND Ol'?!l'I.ATIN<S ME!CHANl!!M (Ol"El'I.ABLE ~ITH ONE HAND) SHALL BE OF THE TT'1"e NOT l'I.EGIUIRING TIGHT ~IN6, PINCHIN<S OR TY'llSTIN<S OF THE l'IRIST AND AN OPEl'I.A Tl N<S FORCE NOT EXCEEDING 5 L65 . 5. ACCE550RIE5 A. MIRl'l.01'1. l!IOTTOM ED<SE SHALL eE LOCATED 40' MAXIMUM ABOVE FLOOR. e. TOILET Tl!!SUE CAl!IINET SHALL eE MOUNT!D ~ITHIN 12" Fl'I.OM THE FRONT ED<SE OF THE TOILET SEAT. e,, OPEl'I.ATIN<S PARTS OF THE DISPENSIN<S AND DISPOSAL. •• •• TOILET Tl!!SUE Dl51"~5e!'<._/ ~ SIPHON-~ TOILET FIXTUl'I.ES (l'IASTE, COIN SLOTS, ETC.J SHALL BE ~ITHIN 40" OF FLOOR. D. l!IAl'I. FA5TENE~ AND MOUNTIN<S 5Ul"l"Ol'I.T SHALL eE AeLE TO ~ITH5TAND 250 LeS./FT IN eENDIN6, SHEAR AND TENSION. • , ffl ' • l!: . ELEVATION B 24" MINIMUM f •) • \ ,~_, r .,r ; ' • ;i u---l: ' S5 \ ' D2 I ,;;, / CONCl'I.ETE 5LOCK l'IALL PEF'. FLAN I / CONCRETE CUl'I.El ~ITH EPOXY I/ FINISH E. ACTUATOR aJTTON AND EXHAUST FOl'I. HAND ORYEf't SHALL EIE ~ITHIN 40" OF FLOOR 6. 15, 20 AND SO AMP l'I.ECEl"TACLE OUTLET5 SHALL eE INSTALLED NOT LESS THAN le" ABOVE FLOOR. (5-2I0-!!0A) 1. CENTER OF S~ITCH SHALL BE LOCATED NOT LESS THAN 96" NOR MOl'I.E THAN 4-e" ABOVE THE FLOOR. (9-~~C) •• •• ct) ttj SIPHON-JET TOIL~_/ i--1::.211 1.., (~MAX , , ~> c:o I ELEVATION D •• •• II AS BUILT" ICN F· 'Vff' ■ 1'-G" P.E • .----EXP . .----- ~c~ , "'"" DATE ·~~'i~~+~ ••j~~ 1-----------------~ ~ ~ REVIEWED BY• ~ < INSPECTOR I '~ci, ~ --D-AT_E_·\l.~~'i st@ 1---+----+-----------+--+----+--i------i ~6 CITY OF CARLSBAD ~3 ..--LAQJ ENGINEERING DEPARTMENT l__l;;Lj :==::::"::==========::::"::=~ IMPROVEMENT PLANS FOR: HOLIDAY PARK RESTROOM REPLACEMENT INTERIOR ELEVATIONS APPROVED: 111WAM~, P.E. 1----+--+----------------t----+--f----t---J l4&-~~;,:;~1n"~"'tt;,.1!1<1>-, ;t::;Zl~f!:fltt~?eieta~-=,,--,-::-:-:,-:-4 · 7•0& DEPU1Y Cl1Y ENGIN4,(51274 EXPIRES 10/30/05 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. DRAWING NO. CONTRACT #PKS-03-07 416-6 •• •• ~ ~ N u ~ w -~ ' l,;> : ~ u ~ z:: • ~ ' -z:: N ~ w z:: • -' <[ a • ~ "-~ • w • • ~ 0 •• ~ ~ •• .: V "' ~ "' ' c:: u • w :=:, " ~ : • f-u ' u • V ' "' f-a " 0 :r: 0 u • ~ • ~ c:: ~ <[ ~ • ' 0 ~ • , 6 ~ - l> 0) 0 -... (,J C ~ C) ~ ...... en I en / 8 x 4 >< It, 5LUMP BLOCK "'1AW. RI./NNINE, l!IOND 50LID l!i,ROL/TED 114 CONT. • 24" 0.C. HOR.IZONT AL --11!5 o It," 0.C. CENTEf'tl:D IN ~l~~~l-----"'1AU. VERTICAL -/ ss '\ 'el ---~)#I{§! ~- WALL FOOTING (I) ,04 CONT. CONCf'tl:TE SLAl:l l'IITH Ol6 f'tl:INFORCINE, BAR • 18" O.C. EAC+-1 l'IAY SCALE, :3/4"•1'-0" 114 CONT. • 24" O.C. +-IORIZONT AL ~ e x 4 x It, CONCf'tl:TE 5LlJM1" BLOCK l'IALL R.UNNIN6 l!IOND SOLID 61'<.0LITED ~"ijsr;/·~----,:::_ 114 • 24" O.C. CENTE~ IN ~ l'IALL VERTICAL ALTER.NATE-t1 r, (I) 114 CONT. BENDS ~I!,*"'" / 11!5 f'tl:INFORCIN(!; BAR • r CONCf'tETE 5LAl:l l'IIT+-1 • ✓, -/ • 18" 0.C. EACH l'IAY " .• Ii l ¾-? =====m . . . . ,·. . -'· -.tf 1E11lilluill 111 I ; • '· ~ . . I1.=I I l;;;l ll;c;I I l'TTU f , · . . ;,. ' : _ / __ :. " 1 1=111=111=11 -' ', ·...:._. 5I -, ~llllli' ljj ., ·. ,_ . ., .· !---------CONCf'tl:TE FOOTIN6 l'IITH 11 I I'= .• · · • •' (2) 114 CONT TOP I l!IOTTOM ' I l)~TI :;•o • . ----..... ---..__ MA. 2A" 0,C, ,~,~ 40" l'..t," MIN LAP AND STD HOoK •-11,c111~111=1W L -~ ., ,n .. _ IN FOOTINE, HOT!!, 'I 'I l'IALL 5+-IALL 6E CEN~ OVER l"OOTINC!I WALL FOOTING I/ ~ SCALE, 9/4"=1'-0" 1'1:INFORCIN6 STEEL _...--e11 X 4 11 X 16 11 ~ L,------" BLOCK l'IALL MASONRY LINTEL SCALE, 9"=1'-0" r ' 11 '-~ ROOF 5HINC!ILE5 PER PLAN ---~ OVER 61.JILDINIS PAPER e.N. ed • 4" o.c.~ "-.. l '5IMPSON" A3!5 e EAC+-1 BLOCK --.:: -4x 50LID BLOCKINC!I ----, ~ -' I >< e T e <!I ROOF DECK l'IITH -........____ .--: v- (2) 8d AT EACH SUPPORT '---~ i,.. -PLYl'IOOO --~ -'-" -5+-IEATHINr!i> --....__ ,✓ 2x4TRIM ~1 ~ /,...__ ~ 4xeP.T.PLATE 2 X lo FAa'IA ---_,.'°""\, ~• :: r, l'IITH 3/4"<1> Afl di ~ -e2" o.e,. ~ITH e" [.; U > EMl!IEDMENT 4 x e, RAFTERS--~ ~I\_COUNTER.SINK I" f1> 24'1 0.C. V/ C: ; (2) "4 CONT e, >< 4 x It, 5LUMP BLOCK l'IALL, SOLID 61'<.0UT RI./NNINc!, BOND 7J r,,; v, , NO'Te, _§_ 5EE DETAl~FOR FLA5HINIS DETAIL AT FASCIA WALL AT RAFTER / ' 5CAL..E, l"=l'-0" 16 .... ~ ////// _, •r-" ______ 7i 1~t---/2) 114 +-IORIZONTAL JI.-' V t'J x 4 >< It, 1"1'1:Cl5l0N BLOCK . l'IALL, 50LID (!;ROUT l'IITH "'4 r✓, f'tl:INFORCIN6 e 24" O.C., CENTEf'tl:D IN "'1AW., HORIZONTAL AND VERTICAL V, (I) "'4 CONT. SCREEN WALL FOOTING 5CALE, 9/4"=1'-0" 4D MIN. FOR 1eo• HOOK . 100' l!ll!ND D • t,• DIA D • e" DIA D • 10" DIA 1/---' I I ' I . '/', I I ' ) / ,_, 4!5° BEND -e BAR.5 I SMALL.ER ""'I T+-IRI./ -"I I BAR.5 "14 T+-IRI./ -# 18 BARS "10' 6END D • BAR DIAMETEfll REBAR BENDING SCALE, N.T.S. -- ------1/2" PL Yl'IOOD SHEATHINC!I ------l><e, Tee!I SHEATHIN6 ~----ROOF 5HINE,LES PER PLAN OVER 6UILDINIS PAPER I• • 11' "' ~ -~~t I C!IAl.!6E C!IALVANIZED ~T MET AL Dl'<IP FLA5HIN6 2 >< 4 TRIM 2 x IOFA!:ICIA 4 )( e, -~ PEl't PLAN 5CALE, DRIP FLASHING I 1/2"=1'-0" ROOF SHINC!ILE5 l"ER PLAN---- OYEl't. 6UILDINe PAPER e.N. ed • 4" o.c.~ "-. --:~ • ,. • " r ' I 7 / .... 12 '-~ 4x 50LID BLOCKINC!I· ----...._ --...,; , _,-, I x e, T • <!I ROOF DeCK l'IITH _, _, v-"5IMPSON" A3!5 (2) 8d AT EACH SUPPORT _, --~ • EACH BLOCK ~~ --PLYl'IOOD --~ SHEATHIN6 ....__ _,/ _,. 4 x I!, P.T. PLATE M'i .,/"-. I OVER OPENIN,!i,, 2 x 4 TRIM • •· ___.-. EXTEND ONE PIECE \ v-----1 ,-;:;-, •~ PLATE 4' EACH 2 x 10 FASCIA -~-..l,(\rr-\,/ ~ 1...-SIDE OF OPENINr!i> 4 x I!> RAFTERS --J ~ J . -~ ~ HOT DIPPED • 24" O.C.. _-~ C!IALVANIZED ~ I x 4 FLAT SLATS e 3 1/2" o.c.~.....--.,A SCREEN ~ 2 x 6 5HAPED 51LL.--------,-~~~r----4xf> POST e 4'-0" 4 " e, P.T. PLATE l'IIT+-1 ! '-----'ff..-) o.c. l'IITH Bco TOP !5/4"<1> Afl S2" o c @r ~/"-.~~\( l!IOTTOM ALl5NED l'IITH 8" E~EDMENT. 48 VJ , , f1/. l'IITH RAFTERS COUNTER.SINK I" DS 1-1/ie,l,o.l;/, AflOYE t'J x 4 x It, SLUMP BLOCK l'IALL, t':1 l t:; (2) 4t4 CONT 50LID 61'<.0UT RUNNIN(!; l!IOND 5EE DETAIL "3i!l,-2" FOR ADDITIONAL NOTES WALL AT VENT 5CALE, 1"=1"-011 , .... 17 ' ~ EXFAN5l0N MATERIAL , CONCRETE WALK NOTE, l'l+-IER.E PIPE5 A1'1: MOR.I!: THAN 2'-0" ElELOl'I l!IOTTOM OF FOOTINC,, 5TEP FOOTIN(!; DOl'IN I • TRENCH '. 2 1-i/f>" MINIMUM EMBED ~ "lffi R.AM5ETJ!ltED HEAD" -~ OYNABOL T 5LEEVE ANc.+-IOR FOR 3/8"<1> FLAT HEAD rSALVANIZED l!IOLTS IN ALL HOLES IN JAMB AND HEADER (I.C.6.0. 1Si2) DOOR FRAME 1'00F 5+-IIN~U!:5 f"!!R PLAN ---- OYER BUILDINC!I PAPER t; x 4 x It, SLUMP l:ILOCK l'IALL, --- 50LID 5R.OUT R.UNNIN(!; l:IOND ' ; I NOTe, .~ 5EE DETAl~OR FLA!:l+-IINC!I DETAIL AT FASCIA WALL AT RAFTER SCALE, 9/4"=1'-0" SCALE, N.T.S. SCALE, S11=l'-O" r ' I 8 ' ./ r " 13 '-~ _...,.-11SIMPSON11 L.10 EAc.+-1 SIDE OF RAFTER 4 x t; P.T. PLATE l'IITH 3/4"<1> Afl • 52" 0.C. l'IITH 8" EMl!IEOMENT ~OUNTERSINK I" (2) 114 CONT EXPANSION ---- MATERIAL CONCRETE WALK '_' . . .. PROVIDE COLL.Al<. AROUND PIPE- TO KEEP DIRT CLIT OF S!..EEVE --FOOTINe . . 5CALE, 5/4"=1'-0" 1• 11-611 ,. 'PVC---, !:ICl-eDULE 40 5LEEYE -NO PIPE TO el: PLACED IN THIS HEl<!IHT MIN 1 I I I u e:: ·==~====== I::, -~ -L-J-1-.!. ~ '--, :b NO DIC!IC!IINC!I FOR PIPE ___ / Tf'tl:NCH PARALLEL TO THl5 FOOTIN<!i, l'IITHIN THIS Af'tl:A CONDUIT THROUGH FOOTING .... --~ l:@. ' , ' "1" • MIN SC.ALE1 N.T.S. / r-~ "R.EESe" MODEL 42iA ALUMlt1UM / TtftSHOLD l'IITH (S) 1/4"<1> ) 9 l!IOLTS INTO "ITY'I RAMSET/RED HEAD" OYNAl:lOL T SLEEVE ANC+-IOR / C!IALVANIZED STEEL FLAT HEAD II I I II ~ '-----51:T !!NTl1'1: THfitE!SHOLD IN THRESHOLD POL ~ANE 5EALANT SCALE, 9"=1 1-011 ' 14 '-~ 8 x 4 X If> PRECl510N BLOCK v, i; l'IALL RI./NNINE, l!IOND 50LID -'1.--"-----~~/;j/ (!;ROUTED 1/ -----114 CONT. • 24" 0.C • ..----+-IORIZONT AL -----11!5 • It," O.C. CEN~ IN ..----l'IALL VERTICAL . --(I) 114 CONT. CONCRETE 5LAl:l l'IIT+-1 Ol6 f'tl:INFORCIN5 BAR Cl 18" o.c,. EAc.+-1 l'IAY NOT!!, ; l'IALL 5+-IALL !!IE CENTE!=tED OYEl't. FOOTIN<!l WALL FOOTING 5CALE, 9/411=1'-0" "' ,,~ ,, _,_ • I PLAN OF TYPICAL CORNER DETAIL NOTE, 1. SO DIA 1. ~ l'-t," MIN' 1, SO DIA ,. ,. 30 DIA ,, 11-6" MIN' j I 1-611 MIN , I ~ VERTICAL 5TEl!L R.EINFOR.C-IN6 !TYPICAL) • • PLAN OF l'IALL INTER.SECTION ALTER.NATE CORNER DETAIL l'l+-IER.E SIN6LE LAYl:lt OF R.EINFOl'!.CEMENT OCCURS BEND f'tl:INFORCINr!i> BAR AS SHOl'IN FOR OUTSIDE BARS r ' CONCRETE BLOCK REINFORCING SCALE, N.T.S. 10 .... ~ ~ e,11 >< 2 11 x 16" CAP ~.,,_/:_. ~(2) 114 HORIZONTAL .31.-----1/'//,/· . • r:. ... '- BLOCK WALL e, x 4 x 16 CONCRETE SLUMP BLOCK l'IALL, SOLID (!;ROUT l'IITH 114 f'tl:INFORCINe Cl 24" O.C., CENTEf'tl:D IN l'IALL, HORIZONTAL AND VERTICAL SOLID r!i>ROLITED (I) 114 CONT. C.ONTINUOU5 CONCRETE FOOTINIS l'IITH 114 l!IOTTOM SCALE, 5/4"=1'-0" "AS BUILT'' P.E. __ _ EXP. ___ _ DATE REVJE\JED BY• INSPECTOR DATE 1------+----+---------------+----+---+---+----l rnrJ ~rG,N~rNG ~~~~~N~AD ; SHEETS 1 13 ! IMPROVEMENT PLANS FOR: HOLIDAY PARK RESTROOM REPLACEMENT l---+---1-------------------+-----+------+.-----l----1 DETAILS ------+-----1-----------------+----+--+---1---I APPR!)l/ij): lllLUA~ PLUMUER, P.E. ~~PT: Puc,u, "'\,,,-4 -1~ O¾ DEPUTY CITY ENGINEER PE 51274 EXPIRES 10/30/05 DATE SCAL..E, l"=l'-0" / ... 18~~D~AIT~~,N~ITI~A~L+------------------~~D~A~~~~IN~ITI~~~~DA~~~+IN~ITI~A~L~ '-~ ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY:___ 416 6 RVWD BY: 'CONTRACT #PKS-O3-O7'~----~ I •• •• •• •• •• •• •• •• ------ ~ u ~ .,; u ~ w m ~ ~ X « ~ ~ ~ i I I' ~' 1' I ' ..... (.,,) ,l=a .... a, I a, "SIMPSON" LSTA 11!1 e 4e11 o.c. -, 24 '\ "SIMPSON" HU4e ·~:,1 l!lN HAN.&ER 4 x 10 !11.IDcS!!: el!:AM -PLUMl!llNcS ~T ~ / 41 , ~ PL~OD"-00!' 4 x e P.T. PLAT!= /~' 5HEATHIN<5 ~ l'llTH 5/4"cPA.B. o " 4 >< e RAFTE!I!. lx8Tfc5ROOF~ eulLT-UP 20c5A c5ALVANIZED • .2411 o.c. ROOFING • SHl=l=T Ml:T AL 02·0~ ~~~s: v -DECK ~ ~~ 4 x e AAF"Tl:R ,L) z ~ ;------: ROOF JACK 0 2411 o.c. l: v ) i------._ ~ ., ~~ : I) ~ I !:!,/4"X 4" X l'-e,• ~ ~r---6ALVANIZl=D !,. . --~ ----------------STl=l=L PLAT!= ~ I 1/.2" DRYl"ACK ~/ "-OOF f""-AMIN<S y YilTH 9/411~ x 5 11 NELSON STUD .... ,___ BLOCK l'lALL 4 >< 10 l'.ID<M: el!:AM ANP SHEATHINc5 I / ' ~ / ' RIDGE TO RAFTER SCALE, 21 PLUMBING VENT SCALE, 22 RIDGE AT WALL SC.ALE, 23 9/4"=1'-0" :3"=1'-0" 9/4"=1'-0" '-~ '-.., '-~ FAUCET CONTROLS i OPENIN6 MECHANISMS SHALL BE OPE"-ABLE NOTES: l'IITH ONE HAND ANP SHALL NOT V/ I) ALL DIMl:NSIONS ~l'lN Al'tE MINIMUM CLEAl't. REQUIRE Tlc5HT <51'.ASPINe;, PINCHIN<5 2) ELECTRICAL CONT"-ACTOl't 10 INCLUDE "-EMOVAL OF SPOIL!\. O"-Tl'll5TIN<5 OF THE l'll'tl5T. THE PAINT TO MATCH-+ !14" U.N.O. FOl'tCE l'tEGUll'tl':l:> TO ACTIVATI= ADJACENT l'lALL l!) VEl'I.IFY TRENCH DIMl:NSIONS ANP DETAILS l'llTH UTILITY ~~~~ CONTl'tOLS SHALL BE NO MORE THAN SUl'tFACE COMPANY REQUIREMENTS ANP LATl=ST C,INc;ULAR SITE 8 LBS. LEVER OPERATED, PUSH TYPE \\ z DE5I6N SPECIFICATIONS MANUAL. THE STRICTEST l ELECTRONICALLY CONTROLLED 'HIL Tl" Hlc5H "-EGUl"-EMENT5 SHALL ~ USl=D. • MECHANISMS ARE ACCEPTABLE. PERFOl'.MANC-E FIRESTOP " ~/ 12" 5EI..F CLOSINi!, VALVES ARE ' k k SYSTEM #FS6OI ALLOl'IED IF THE FAUCET REMAINS " 1 1 FINISH GRADE ; "/ OPEN FOi'. AT LEAST 10 SECONPS. ~ h ) • • CONPUIT w ~ l'IATEl't I D"-AIN PIPES ACCESSIBLE -.i-~ " ~ \) I ) --~ UNDER LAVATO"-IES SHALL BE • ~ l: • "' "-EPAII'. LANPSCAPE TO MATCH INSULATED O"-OTHERl'IISE COVEFeO. • ill EXISTING ADJACENT SUl'tFACE THERE SHALL BE NO SHARP O"-. l'lHEN REMOVED FOR TRENCH = " v:: -.i-w ABRASIVE OBJECTS OR SURFACES .. "' ~ UNDER. LAVATO"-IES. ' "-~ ~----l'IA"-NINcS, TAPE ,I. ~~~-= ," r I ~ Al"EA NOT HATCHED BELOl'l COUNlc!'l . " ~ MUST 6E ACCESSIBLE AND CLEAi'. MASONRY l'lALL_,.,,--ll, '\ SANP BACKFILi-("10% " . MAXIMUM 1/2"4' SCl'tEENED) TAMP TO "IOSII .. L LARc;El't THAN COMPACTION IN e," LIFTS NOTE, CONDUIT O.D. l.1 e" ,, "I" , l'IHERE SINKS ARE PROVIDED, AT !"Ol'lEF!. FEEDEl't Ol't FIN. ;LOO"- ' . LEAST ONE SINK 4 COUNTEl't SHALL UTILITY SERVICE BE HANPICAP ACCESSIBLE / "I "'I , ' SINK SCALE, 26 CONDUIT PENETRATION SCALE, 27 ELECTRICAL TRENCH SCALE, 28 1"=1'-0" N.T.S. N.T.S. '-, '-,J '-,J TOOLED, SAl'lCUT Ol't ~11t 11,I!!, Oft A ~ PRE-FORMED JOINT MAX. OF B/4" . / J ~-CONCl'tETI= v / eLOCK l'lALL V/ I? -!!>" x 16" >< 1/4" DEEi" . 'I w -; ~ "' /1'el.OCATED T"-A5H W SAl'l-CUT "-ECESS IN ----------------r~---... 1 RECEPT Ac.LE SET ON N&I /~ I,;, BLOCK l'IALL J _ _ _ _ CONCRETI= V>IALKl'lAY "' ,,-' • ', (SHOl'lN DASHED) .,/ t;: ~ :!!olcSNA.&E PER DETAIL-@- / ' I 'X (4) 1"4> E!POXY t:,;: // SET IN BED OF D2 IW.J.} WEAKEND TOOLED JOINT I \ ADHESIVE EPOXY ✓: I \ •/ ' ' lo I " '/ '/ \ I w KEY Fl'tOM lx2 Ol't c5ALV.\ !5/8 "4' !:>MOOTH c5REASE I,;: I Di'lL X 16' LONc5 e 24" 0.C. \ I METAL SC"-EED KEY I ~ \ ./ 1:/ ' / k::: I,;: • ,,_ • / l ·-/ :r. ~---- 1:/ v;, ii: -_____ ..._ ----------------[.;. v,;: g / / ' ' / / ADJACEm" POURS MUST BE MADE AT LEAST e, HOU"-& APAl'tT (Q.J.} CONSTRUCTION JOINT ,, -... / ~ / ' SIGN MOUNTING SCALE, 31 CONTROL JOINT SCALE, 32 TRASH RECEPTACLE SCALE, 33 I 1/2"=1'-0" N.T.S. 5/411 =1 1-011 '-~ ' ,J '-.J ~ Je, GA cSALVANIZED FLASHIN6 (9) Ml:CHANICAL FASTENE!t!,. MACHINE BOLT 2 >< 4 Tl'tlM l'llTH EXPANSION SHEILDS Ol't EXPANSION ---------------ANCHORS. MOUNTINc5 HA"-Dl'IARE SHALL BE ~ ./ Ill <7 ABLE TO l'llTHSTANP 250 LBS OF FORCE /2 ;;-... ' ~ " f'...... • X . '.. ~ 0 • MASON"-"1' l'lALL k#I ~ -4 x 6 HEADE"-a, ,- 0 • . I ~ I _, "' ~ \D!!, : ---------2 >< 4 ~IMME1'1. ,,,o,=~ / -. ~ 11_ v ~ --I 1/41 x 4 FLAT SLAT5 o !5 1/2" O.C. I~ "SIMPSON" E!CC46 p ' • ~I~ '- lfl _/ :v1~ ® ii1 1~.--k:t'. NOTCH 4 >< 10 RIDcSI!: e COLUMN CAP " 1 D9 l'llTH 5/e"4' M.B. ' I 1/4" ~ POST . I ( " p : ~ 4 x 6 POST BEYOND ~4><6POST '-.. I 1/ HOT DIPPED cSALVANIZl=P ~ "SIMPSON" BC40 \_ I 1/.2"4> STAINU:S5 !:>Tl=l=L HANPRAIL : SC.REEN. POST BASE £ft STAINLESS STl=EL . IS 4 x e, P.T. PLATE COVE"-PLATE . " ~--:-r--@ l'IITH MOUNTIN<S HA"-Dl'IA"-1= g NOT!!, 0 SLUMP BLOCK l'lALL , . ~ I De SEE DETAIL "42/D-5" >.':: " -<~ FOR ADDITIONAL NOTES NOT!!, . ' ,---:s '-✓ 7J ANP REFERENCES ~" ,;'., ~ ' :: L,i CONTRACTOl't 15 TO <5RINP FACE OF MASONRY l'lALL .__ -, 4 x e P.T. PLATE ,-9/4"-._. SMOOTH ANP LEVEL TO ALLOl'l FIF!.M INSTALLATION 1;d !! r< , ,, ' , ..., / ~ HANDRAIL CONNECTION SCALE, 36 LOUVERED VENT DETAIL SCALE, 37 POST CONNECTION SCALE, 38 5"=1'-0" I 1/2"=1'-0" l"==l'-0" '-~ '-.J '-,J ,. 2 11 ,1.1/2 11 •• ' , ' , ' ACl'.YLIC DOME:• I fr~~ I c5A!51<ET• -PROCESS* 4 x 10 !'.ID.SE BEAM \ ' DOM!: r 4 x 10 RID.&E SROl"IN i BRACKET* (2) 6/4"4' >< 1" ~ ' BEAM FIBERe>LASS LA<S SC"-El'lS I 2"FIBER~ SKIRT* CANT STRIP -~ -------------RIVET* I 19UILT-UP ---; ,., ROOFING ~ I I 4" 5ELF-FLASHINe; 6do6"0.C.~ I I I F"-AMI: l'llTH MAX. A 22-1/4" >< 46-1/4" .I-:: -::----; 2-9/4" NAILIN6 11 • .-;' I'~ S/4"x 4" x 1'--5" FLANc;E• I 1/2" Dl'.YI" ACK ,.-cS,ALVANIZED CURB OPENINe, 1,-1/ I' STEEL PLAT!= I ~ 4x "-AFT!="-OR / rh l'llTH 9/4"cP x 5" BLOCKINc; -•. ~ NELSON STUD \ I, BLOCK l'lALL 11 \ • ITEMS MAl'tKED \ NOT!!, l'IITH AN ASTl=RISK ARE PROVIDED 4x l'lOOD PLA Tl= BY THE SKYLIISHT OMITTl=D FOl't CLAl'tlTY MANI/FAC TU"-1="- ,, ~ / ' RIDGE BEAM PLATE SCALE, 24 SKYLIGHT SC.ALE, 25 9/4"=1'-0" I I/2"=I'-O" '-.., '-, e," I, . ; MINIMUM //~, BRAILLE SYMBOLS ~ /; ~O~ t \ ~ ◊~ ~ i • ' . • ~ % " " • 1, . l: rt. rt. " _J "" i rt. . IL • WOMEN,..1 i MEN),-J i :z :z • . ii: "' ii: MEN <j> WOMEN :z , . Ill i[ g g RESTROOM SYMBOLS g IDENTIFICATION Slc5NS TO BE CONSTRUCTl=D FROM 1/4" THICK "BLUE" PLASTIC OR HEAT STAMPED FlcS,URES. PROVIDE MECHANICAL MOUNTIN<S RESTROOM DOOR SlcSNS TO 6E CONSTRUCTED Fl'tOM 1/4" THICK I'll VANDAL "-ESISTANT FASTENERS. COMPLY l'llTH ARTICLE 4.SOD PLASTIC Ol't HEAT STAMPED FIOORES. l'lHITI= FlcS,URES ANP eR.AILLE SYMBOLS, CONTRACTED GRADE 2 BRAILLE DOTS SHALL BE LETTERINc5 ON ROYAL BLUE BACKISROUND. SliSNAc;E SHoULD 6E PLACED ON INSIDE FACE OF DOOi'. . 1/10 INCH O.C. l'llTH 1/20 INCH SPACE BETl'lEEN CELLS. DOTS SHALL BE AAISED A MINIMUM OF 1/40 INCH ABOVE THE BACK6ROUNP . MOM NAM!: TO 6E Hl!!LVETICA "-Al51!:D INTEi!,l'tAL LEI IEl't::, ON 1/4" THICK PLASTIC. COLOR TO BE l'lHITI=. I" Hl<SH LETTERS. SUBMIT SAMPLE 4 SHOP J:lAAl'IINc5 OF ALL REQUIRED SIGNS / ' ,, ' SIGNAGE SC.ALE, I 29 SIGNAGE SCALE, I 30 N.T.5. N.T.5. '-~ '-,J CONC"-ETE l'lALKl'IA Y-·:::1 , • J ~ MASONRY V>IALL EXISTINi!, 6RADE k ~ • I" CONCRETE CUR!:l l'llTH ~ ,, 9/4" AADIUS ED<SE ' , di, V/ r ' k:::-L EPOXY FINISHED " ' " • . : // FLOOR l'lHERE • ·v· ,!;\ " . •. . ) OCCURS . . ', -. ' " I -.i_/ L------· \ \_ CONCRETE $LAI!! 8" I. C ~ / "I / -... CONCRETE WALK SCALE, 34 CURB DETAIL SCALE, 35 9/4"=1'-0" I 1/2"= 1 '-0" " ,, '-,, 11 AS BUILT" P.E. EXP. DATE REVIEl,IED BY, INSPECTOR DATE [Jg] rnJ CITY OF CARLSBAD 2 ENGINEERING DEPARTMENT 3 -- ····-IMPROVEMENT PLANS FOR: HOLIDAY PARK RESTROOM REPLACEMENT DETAILS ... ; APPRO~: 111LLIAM_PLUM~-4,. 4-7-04 ' dAi ~ .. , ~,, ,..........., 'DEPUTY CITY ENtiNEER PE 51274 EXPIRES 10/30/05 DATE -DWN BY: PROJECT NO. DRAWING NO. DA"TE INITIAL DA"TE INITIAL DA"TE INITIAL ~HKD BY: REVISION DESCRIPTION CONTRACT #PKS-03-0' 416-6 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL VWD BY: 1 ~!l !Ii "Si ~ ~1 ~"re ~8~ ~~~ ii'i~~ •• ■■ f s l 1i ~1 ~ I !z w ::E w 0 C:!j c( ll. m~, ~~~ ~ ~o~ . , .. m I oa: ~~ -if 0 ~ C 5 ::c: ■■ ■■ oD N ----------------------- -------- ------ l:J z::: z::: z::: "' r u • • = u • ' N • . ' a - ~ • . ~ N ~ 0 . ~ ~ ~ 0 ~ N ~ fl l =c= [ ~=:, ~: 0 • £ 0 ~ • ~ u r "' r "' ~) '° I •• ■■ I ' <1,C'f ~ ~,, ~~: -i9J. ~I l! l~ ~II' "; tl ~~t ,~~/)~~ - ■■ •• ~ C\I ~o c:: :::J 1-u u, I- ::,: u c:: "' u • r = u • ' = • 0 0 • ' ' < 3 ' • -• ' u ~ ~ ~ X 0 • 0 ~ C c:E NG) 0 .s:. -.......... WO) I a, lxTl6ROOF EG EG DECK i'IITH (2) -,,c.._..::..c.::.·--,1£---=ccc·_-l-¥- "SIMl"50N" L.STA24 AT 15LOCKIN6 FL '1'i'IOOD ROOF 5HEATHIN6 4 x e, AAFTER 4 x e, F.T. FLAT!!! i'IITH 9/4"<1> Al5 • 92" O.C. Y'IITH 8" EMl5EDMENT. COUNTERSINK I" 15LOCK i'IALL _ _,, RAFTER TO WALL / 15N e.::I AT EACH 8d O 4" O.C. SUPPORT lx8Tt5~ DECK i'IITH mo ec:1 • EACH SUPPORT ''91MF50N" A~ EACH SIDE • 24" O.C. SCALE, 1-1/2"•1'-0" 41 2 x 4 OU"T"-1661:R -tc05rjj~t:::: 15LOCKIN6 • 24" O.C. '"' ·-:-, NOTCH 4 x e, RAFTE .. =R=----tt~ I x 4 !"LAT !:>LATS- • 9 1/2" o.c. 2 x 6 5HAl"EP. --!:>-IL_L~====-----~~i:-- (2) 114 CONT -- e, X 4 X 16 5LUMI" l!ILOCK i'IALL, SOLID 6ROUT RI.INNIN6 BOND SEE DETAIL "51/t>-2" l"OR APPITIONAL NOTES RAKE WALL AT VENT ~--+----VANDAL RESISTANT FAINT FRONT$ BACK OF Sl6N i'IITH ONE COAT i'IHITE PRIMER• Ti'IO COATS 6L055 I/IIHITE ENAMEL, BORDER AND CAST IRON COVER MARK.Et:> "SEl'IER" CLEANOUT HOUSIN6; LANPSCA"E OR i'IALK AREAS -CHRISTY SOX "F-5 !:ARTH BACKFILL CAPPED PIPE J..E I I ER1N<!> i'IITH 6L05S BLACK ENAMEL npPROVING CARLSB~ 1 • ,. IPKSI 03-07 HOLIDAY PA Kl 9 , .. I l I I ! I ,, I : Reslroom Replacement I I N ,,, , .. f♦r ilnformation Call 434+2949 I I I ed • 4" o.c. ALON6 15LOCKIN6 <ID 4 x e, i'IITH 9/4"<1> x 'I" LA6 5CREl'l5 e 24" O.C. TO 4x RAFi'ER ABOVE 4 x 6 POST O 4'-0" O.C. ··2x4TRI~ HOT DIPPEi:> 6ALVANIZEI:> STEEL SCREEN VENT. 4 x e, F.T. FLAT?: i'IITH 9/4"<1> Al5 Cl 92" o.c. i'IITH e," EMl5EDMENT COUNTERSINK I" SCALE, 1"=1'-0" 42 1/2 " x 5" LON<!, LA<!, SOLT i'IITH i'IASHER, 6 REGUIRED, DRILL PILOT HOLES IN POSTS 9/4" STRUC1URAL I DOU6LAS FIR A-<, PL '1'i'IOOD, TOuc+-1 SANPEP EXTERIOR 6LIJE 20" x 5" CONCRETE RIN6 J,---1-___ SMITH 11'192'1 SUPPORT / A5 NEEDED) .'J!" " lfl ! l ------CAST IRON PIP!: !----'----1/5 l!lENi::> GRADE CLEANOUT !l'-'l" MAX. l"IELI:> veRll"'r' '"(" BRANCH, SIZE A5 REGUIREI:>. (AT ENP OF RI.IN USE LON6 Si'IEEF <10• ELW SCALE, 111=1 1-0" SITE SIGNAGE 5/5" LA6 BOLTS i'IITH 2" ----~ EMElEl:>MENT (2 PER SIDE I BOTTOM TYFICAW I 1/2" THICK i'IIDE x 9/16" THICK 6ALVANIZED STEEL FRAME HOT DIPPED 6ALVANIZEI:> STEEL LOCK CRIMP, l"x l"x 9/16" 50UARI!: MESH SCREEN. PROVIDED El'1' Mc;NICHOLS COMPANY • TYPICAL AT ~+f---l/e,-,-<, EACH CORNER • • l 5'-6 !l/4" MAX. l"IELD VERIFY VENT SCREENS R59 -i::>ETAIL cS, 15R!:AKAl'IA Y FEA 1URE PER CAL TRANS STANDARD DRAl'IIN6 RS-2 ON FILE i'IITH THE CITY OF CARL515Ai::> ., ~<J,:?,•!,---JEcT MANA== >12'/,:::;,,, ....-~ ...,.,_r-,, 2 x 4 t:>OU6LA5 l"IR NO.I PRESSURE TREATED POST (TYFICAW SCALE, 3/4"sl'-0" 47 NOT!!, 6RIND ALL i'IELDED CORNER SMOOTH 0 SCALE, 1"=1'-0" 52 NO DETAIL THIS PLAN NO DETAIL THIS Pl.AN 56 57 D!'. • <( -t ~·-L---~i==d'St HO"l'I!, PVC ISCHEl:>ULE 40 ELECTRICAL CONDUIT TO Si'IITCH AND OIJTLET5 MASONRY BLOCK i'IALL SOLID 6ROUTED HORIZONTAL AND VE!RTICAL REINFORCIN6 BARS (VERIFY SPACES) DO NOT PLACf! ~CTRICAL CONl:>UIT IN SAME Cl:!L.L AS VERTICAL REINFORCIN6 BARS PIPE THROUGH WALL :2x6 5HAPEI:> PLATE SCALE, l"•l'-0" 43 HOT t:>IPPEI:> ISALVANIZEI:> STEEL LOCK CRIMP, l"x l"x 9/16" SGUARE MESH SC~f!N. PROVIDED BY Mc;NICHoLS COMPANY ~ I 1/2" THICK 1'111:>E x 9/16" THICK 6ALVANIZED STEEL FRAME a-----9/6' LA6 SOL TS i'IITH 2' EMBEDMENT (::2 PER SIDE * BOTTOM TYFICAW :l" LOUVERED VENT SCALE, :3"=1'-0" 48 NOTE, SEE SHEET A-6 FOR LOCATION OF BRACES ON INTERIOR ELEVATIONS jo / /( \ ' / - STEEL AN6LE (TYPICAW l-l/:211 )( 1-112 11 )( i,/1611 6ALVANIZED STEEL AN6LE BRACE ANGLE BRACE 6/6" LM BOLTS i'IITH :2" - EMElEDMENT (2 PER SIDE * BOTTOM TYFICAW Pl.AN VIEW LOUVERED VENT SCALE, 111 =1'-0" 44 HOT DIPPED <!1,ALVANIZEP STEEL LOCK CRIMP, l"x l"x 6/16" SGUARE MESH SCREE PROVIDED BY Mc;NICHOLS COMPANY 4 x 6 POST I 1/2" THICK i'IIDE x 6/16" THICK 6ALVANIZED STEEL FRAME 2 x 4 TRIMMER SCALE, I 1/.:2"=1'-0" 49 ,, 1 1211 PATCH EXISTIN6 SURFACE IN-KIND TO MATCH EXISTIN6 ADJACENT !5\.,IRFACE I/IIHEN REMOVED FOR TRENCH PVC FOl'll!!R CONDUIT--- i'IHERE OCCURS NO DETAIL THIS PLAN UTILITY TRENCH NOTES, I) ALL DIMENSIONS 5HOl'IN ARE MINIMUM CLEAR. ::2) ELECTRICAL CONTRACTOR TO INCLUl:>E REMOVAL 01" SPOILS. SJ VERIFY TRENCH t:>IMENSION::> ANO DETAILS i'IITH UTILITY COMPANY "'f:GUl"'f:MENTS AND LATEST AT*T SIT?: DESI.SN SPECIFICATIONS MANUAL. THE STRICTEST REQUIREMENTS SHALL ElE IJSED. SCALE :9/4"=1'-0" 54 / f 6 1/2" ~ INTO 4" DEEP HOLES ,4<'-,L--,1 STAINLESS STEEL COUNTER TOP I" THICK EXTERIOR e.RADE FLYY'lOOD 1/4" RAl:>IUS BEND I g (9) 1/4"<1> ROUND HEAi:> i'IOOD SCREl"IS 2911 \_ :/4" RAl:>IU5 BEND '----1-1/2" X 1-1/2" X ::!/16" 6ALVANIZED STEEL AN5LE BRACE AT 90" O.C. MAX. 4 PER COUNTER '----(2) 1/2"~ HIL Tl Ki'IIK SOLT 11 EXPANSION ANCHORS (ICBO "46::2i) NO SPECIAL INSPECTION REGUIREP ~-CONCRETE CURB i'IITH EPOXY FINISH SEE DETAIL @ FOR AN6LE BRACE ~ 51:E DETAIL~ FOR HANDICAP CLEARANCE STAINLESS STEEL COUNTER NO DETAIL THIS PLAN SCALE, 1-1/2"=1'-O" '' AS BUILT" P.E.---EXP. ___ _ REVIE\JED BY, INSPECTOR 55 DATE DATE ~ CITY OF CARLSBAD 11 SHEETS I l---f----+------------------+---+----l----+-----1 l__!J_Qj ENGINEERING DEPARTMENT 13 :====-========"--====-=== IMPROVEMENT PLANS FOR: HOUDAY PARK RESTROOM REPLACEMENT DETAILS APPROVED: 'MLLIAM P~;-E. . . 4'1!~,. ~~ .. .., DEPUTY CITY ENGINEER PE 51274 EXPIRES 10 30 05 4-2-04 DI.TE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL '----~--4--- 0THER APPROVAL CITY APPROVAL DWN BY: I PROJECT NO. ~~~ ~{\ ---CONTRACT #PKS-03-O7 DRAWING NO. 416-6 •• •• •• •• o6 o::l I •• •• •• •• (::, z::: z::: z::: 'CC :c u "" "' -- ~ V w ~ r V ~ < N V < < ~ ~ ~ ~ < V m 0 < ~ V V ~ r V < < ~ ~ 0 0 m " £ < 3 V ~ V • ' V ~ V 0 ~ ~ ~ • 0 • • < u " < m a < < u ~ ~ V < 0 m 0 ~ C C :E w C') 0 -~ -..... w a, I a, \ \ \ ,1/ 1/ eJFU:KA P'LACE H EXISTIN6 6AZEl!50 H EXISTIN5 ELECTRICAL PULL eox I ! 1!:Xl5TIN6 FLM POLE AND Ll6HT ---\ ,.... ----~-=;t:-\ H \ .):: \ .1\--------:,,-.____DISCONNECT a REMOVE l!!XISTIN(!; !!:LECTRICAL \ \ ---SeRVICE PEDESTAL. PROVIDE NEl"l ELECTRICAL _-::,,,,_....,, SERVICE PEDESTAL ON A NEl"l CONCRETE PAD "\ ADJACENT TO EXISTIN6 PAD. COORDINATE 1, i' REKOVAL a INSTALLATION l"llTH SDe.tE AND CITY / i' ~-:::,._,--OF CARLSBAD CONSTI'WCTION KANA5ER -----i' 1l_ I ~c.::U...-----' I -$-- EXISTIN6 ELECTRICAL !5/4" CONDUIT, 9 116, I OIIO e.ROUND. RECONNECT EXISTIN6 RESTROOK FACILITY TO NEl"l PEDESTAL 1 I I I I I ·EXISTIN6 RESTROOM FACILITY ~EXISTIN6 ELECT1'.ICAL I SERVICE CONDUIT TO I REKAIN I I I I I / VEXISTIN6 l!!LECTl'llCAL _/; CONC~ PULL eox / ~-\ ' / \ _ _,,,/ -EXISTIN6 SHADE v----STI'WCTIJRE / / ~EXISTIN6 l!!Ll!!CTl'llCAL ~ SERVICE CONDUIT TO ~AIN I _,,,,, l!!Xl5TIN6•......:.- ELECTRICAL CONDUIT / -f EXISTIN6 1/2"<1> PVC ELECTRICAL FE::DER CONDUIT TO REMAIN / / ---:-,<._ AeANDON ELECTRICAL / _,,, '- / / ~-NEl"l l"<P PVC ELECTRICAL CONDUIT, 6 #10, #10 6ROUND. RECONNECT SHADE CONDUIT BELOl"l \ / EXISTIN6 Ll61-IT 7 \ ~-~ l"llRE _,,_,,,.✓--\_ ST;;ARD 4-----_________ ,,,,✓ Jf~~ EXISTIN6 ELECTRICAL~ ' --- EXISTIN6 1/2"<1> PVC~ ELECTRICAL CONDUIT \ j STI'WCTIJRE, 5AZEBO, FLA5POLE ii AREA-®- ':::d:.,_ I L16HTIN6, PANEL A-CIRCUITS 6,,,e 4 10 D 9 "\ ~EXISTIN5 Ll5HT STANDARD TO REMAIN // ~~--\-\----PROP05ED ELECTRICAL LOAD ~/ ~ CENTER. SEE POl"IEJI!. SIN5LE LINE ~ DIA6RAM THI£ 51-,EE, ii SHEET E-2 CONCRETE PULL eox l"IITH STEEL COVER INSTALL NEl"l 2"<1> PYC ---~ ELECTRICAL FEEDEI'< CONDUIT TO NEl"l RESTROOM LOAD CENTER. SEE PO-5INc!>LE LINE DIA5RAM THIS SHEET AeANDON EXISTIN6 1/2"<1> PYC -~ ELECTRICAL SERVICE CONDUIT TO EXISTIN.S. RESTROOM BELOl"l FINISH 5RADE EXISTINc!> ELECTRICAL PANEL,--~ PHOTO CELL ii l"IALL MOUNTED JUNCTION eox TO BE REKOVED DURIN6 DEKOLITION OF EXISTIN5 RESTROOM EIUILDIN5 FOR ELECTRICAL FLOOR FLAN PROPOSED SLUMP BLOCK ,, RESTROOM FACILITY ON A CONC~ PAD TO REPLACE! AN EXISTIN6 RESTROOM FACILITY UTILITY SERVICE PLAN 9CALE: 1·. ,w-rr GENERAL ELECTRICAL NOTES: I. BEFORE SUBMITTIN6 elD, THE ELECTRICAL CONTRACTOR SHALL VISIT THE Joe SITE AND FULLY AGLIAINT HIMSELF V'IITH THE JOB CONDITION AND VERIFY SERVICE CONNECTIONS INCLUDIN5 ALL NECESSARY PULL BOXES, SIZE AND NUKBER OF CONDUITS AND CONDUCTORS, SV'IITCHe>EAR, METERINe., CABLE CHAR<SES, ETC., l"lHETHER SHOl"IN ON DRAl"llNe.S OR NOT. BUT REQUIRED BY SERVIN6 UTILITY COMPANY TO MAKE A COMPLETE AND OPERABLE ELCETRICAL SERVICE l"IITHOUT ADDITIONAL COST TO Ol"lNER. :2. ALL KATERIAL FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL eE NEV'!, U.L. LISTED, FREE FROM ALL DEFECTS, AND SHALL BE .SUARNATEW FOR A PERIOD OF ONE YEAR PROK DATE OF ACCEPTANCE OF THE l"lORK. SHOULD ANY TROUBLE DEVELOP DURIN5 THIS PERIOD DUE TO DEFECTIVE MATERIAL OR FAULTY l"lORKMANSHIP. THIS CONT1'1ACTOR SHALL FURNISH ALL NECESSARY MATERIALS AND LA60R TO CORRECT THE TROUBLE l"IITHOUT ANY COST TO THE OV'INER. ANY DEFECTIVE KATERIAL OR INFEl'tlOR l"lORKMANSHIP NOTICED AT THE TIME OF INSTALLATION SHALL 6E CORRECTED IKMEDIATELY TO THE SATISFACTION OF THE Ol"INER. s. RECEPTACLES SHALL BE SPECIFICATION e.RADE HUeeELL. COLOR SHALL ee AS SELECTED BY ARCHITECT. 4. TO~LE Sl"llTCHE5 SHALL BE SPECIFICATION 61'1.ADE, T-AATED, AND l"IITH SAME KANUFACTURl=R AS RECEPTACLES. COLOR SHALL BE A5 SELECTED BY ARCHITECT. 5. l"lALL PLATES SHALL BE STAINLESS STEEL, OF ONE MAKE AND DESle.N AS SELECTED BY ARCHITECT. 6. CONDUCTORS SHALL eE 'Ifill; CONDUCTIVITY COFFER, AATED AT 600 VOLTS. INSULLATION SHALL BE TYPE "THHN/THl"IN" OR AS NOTED. "T. ALL l"llRIN6 SHALL 6E INSTALLED IN APPROVED RACEl"IAY SYSTEMS. e. V'IHENEVER ANY ELECTRICAL l"lOl'tK PIERCES ANY l"IATl=RPROOFIN5, IT SHALL BE INSTALLED IN A l"IATERPROOF MANNER, USIN6 l"IATERPROOF EGIUIPMENT. "I. THE ELECTRICAL CONTRACTOl'I. SHALL INSTALL ALL Ll5HTIN6 FIXTIJtlll.l!S AS INDICATED ON FIXTIJRE SCHEDULE. FIXTURES SHALL 191: COMFU:TE l"llTH ALL 6LASSl"IARE, FITTERS, CANOPIES, SOCKETS, REFLECTORS, BALLASTS, l"llRIN6, HANe.ERS AND ACCESSORIES NECESSARY TO KAKE A COMPLETE INSTALLATION. 10. eLECTRICAL CONTRACTOR SHALL INSTALL ALL LAMPS. 11. REMOVE ALL DIRT, OIL OR 6REASE PROK EGIJll"MENT, AND CLEAN AND P'OLISH Ll6HTINc!> FIXTURES, 5LASSl"IARE AND TRIM. 1.2. LOAD CENTERS SHALL eE CIRCUIT ElREAKER TYPE FOR CONNECTION TO BUSSES l"llTH NUMeER OF Cl~IT BREAKERS AS SHOl"lN ON DRAV'IIN6S. PROVIDE A TYFEl"lRITTEN SCHEDULE OF DESl6NATED CIRCUITS ON INSIDE! OF DOOR. CIRCUIT BREAKERS SHALL BE MOLDED CASE CIRCUIT BREAKERS V'IITH MINIKUM INTERRUPTIN6 CAPACITY CAPABLE OF l"llTHSTANDIN5 THE AVAILABLE SHORT-CIRCUIT DUTY. IS. THE ELECTRICAL CONTRACTOR SHALL DO ALL l"lORK REQUIRED TO l"ROVIDE TEMPORARY ELECTRICAL SERVICE FOR CONSTKLICTION ILLUMINATION AND POV'IER FOR ALL TRADES. ALL COST OF LABOR AND MATERIAL REQUIRED FOR ELECTRICAL SERVICE SHALL 6E IN THE ELECTRICAL CONTRACT. 14. THE ELECTRICAL CONTRACTOR SHALL CONTACT THE UTILITY COMPANY AND ALL OTHER RESPONSIBLE AUTHORITIES FOR 5ERVICE REGUIPEMENTS, AND SHALL FURNISH AND INSTALL ALL EGIUIPMENT AS DIRECTED, AND AS SHOl"lN ON PLAN FOR A COMPLETE AND OPERATIN6 SERVICE, INCLUDIN5 CIRCUIT PROTECTIVE DEVICE AND Sl"llTH60ARD, CONDUITS, CONDUCTORS, AND METERINc!>, ETC. 15. ~ISH AND INSTALL PULL l"llRES IN ALL eMPTY CONDUITS, CONTINUOUS AND l"llTHOUT SPLICES, PRO...ECTIN6 12" OUT OF EACH END OF CONDUIT. I~. Ul"ON .-.l"!A1'D Of' CONTRACT, THE ELECTRICAL CONTRACTO"-SHALL IMMEDIATELY ORDER ALL Sl"llTCHeEAR, PANEL60ARDS, TRANSFORMER, AND ANY OTHER ITEKS KEGUIRIN6 LON6 DELIVERY TIME. THE ELECTRICAL CONTRACT OR SHALL PROVIDE A COPY OF THE PURCHASE ORDEl't OF THE A60VE MENTIONED ITEMS T05ETHl=R V'IITH A CONFIRMATION u:I IER FROM THE SUPPLY HOUSE FOR A SPECIFIC DELIVERY DATE. I,. ALL Y'lll'(ES SHALL BE RUN IN E.M.T. OR PVC SCHEDULE 40 UNDEKe.ROUND OR UNDER CONCRETE SLABS EXCEPT l"IHERE STRICTER REQUIREMENTS ARE DEKANDED BY LOCAL CODE. R15ID PVC COATED CONDUIT MAY BE USED FOi'!. FINAL CONNECTION TO EGUIPMENT. I!>. ROMEX AND Ac(eX) CABLE ARE NOT PERMITTED. DA TE INITIAL ENGINEER OF WORK 1/2" C. 9 •12 0 0 DISCONNECT AND ~OVE EXISTIN6 100 AMP, 120/240 VOLT, SIN6LE PHASE "MYERS" ELECTRIC METER FEDl.'.STAL AND CONCRETE PAD. SAN DIEe.G 5AS ii ELECTRIC METER 116fifi6"TO EXISTIN6 ELECTRICAL FEEDER CONDUIT TO EXISTIN6 RESTROOM FACILITY TO REM ... IN. RECONNECT TO NEV'! PEDESTAL INTERCEPT EXISTIN5 ELECTRICAL CONDUIT AND l"IIRE AND EXTEND TO NEl"l PEDESTAL EXISTINc!> UNDE"'6ROUND ELECTRICAL PULL eox TO REMAIN NEl"l l"IATER e UFER ELECTRICAL eLIILDIN6 e.ROUNDS, tte, CU NEl"l ELECTRICAL PANEL ,,,._,, AT eLIILDIN6 NEl"l EARLY "OFF" "T DAY TIME Sl"llTCH, l20VOL T, 20 AMP II fe\ PROPOSED PHOTO ELEc.TRIC Sl"llTCH "ON". \V CONNECT VIA TIME Sl"llTCH ELECTRICAL Cl~ITS FOR EXISTIN6 Ll6HT STANDARDS, SHADE STI'WCTURE 4 FLA<!:> POLE AS~ AS NEl"l RESTROOM EIUILDIN5 Ll6HTS. 5EE DETAIL FOR LI6HTINcS> CONTROL DIA5RAM ~ r,;,, NEl"l 2" C -9 #1/0, tit, ~UND, CU, '\§7"" \2,1 THHN/THV'IN ® NEl"l UNDER61'.GUND SERVICE PEDESTAL 120/240 VOLT, I-PHASE, 9-l"llRE, 42K AIC Q f!,OA/2 oco.-.r.r \'._'.,/BREAKER (E-j-'';'.,. M r.;-, 50A/2<r:::----.L_..:" .. \VBREAKER Q 20A/IP -IIE] \!'.:'.,/BREAKER SPARE 5 2 EXISTIN5 CONDUl1 R..WJ;; TO (2) Ll6HT STANDARDS, SHADE STI'WCTURE, c!>AZE60 ii FLA6 POLE Lie.HTS EXISTIN6 UNDE~ND l!!Ll!!CTRICAL PULL BOX TO REMAIN. SPLICE EXISTIN6 FEEDER, l"lA TERTl6HT /SUBMERSIBLE NEl"l I" C -5 1110, #IO ~D, l"lA TERTl61-IT /5UBMER5I BLE Sl"LICE EXISTIN5 Ll6HTIN6 NEl"l UND~ROUND 5ERVICI!! Pl!!Dl!!STAL, 100 AMP, 120/240 VOLT, I-PHASE, 9-l"IIRE. SEE DETAIL ___i""'u_ '\§7"" Ll61-ITIN6 P'HOTO ELECTlll!.IC/TIME Sl"llTCH OVERRIDE '10N11 INTERCEPT EXISTIN5 SERVICE CONDUIT AND EXTEND CONDUIT TO CONNECT NEl"l PEDESTAL TO EXISTIN5 SD5ilE SERVICE RECONNECT EXISTIN6 SITE/PARKIN<!:> LOT Ll6HTIN(!; RECONNECT FE::DER TO NEl"l RESTROOM NEl"l 9" C -#l/0, 116 ~. CU, THHN/THV'IN 5ROUNDPER DETAIL POWER SINGLE LINE DIAGRAM 120/240 VOLTS 10,oaa Ale PANEL A FEEDER 2" EMT 9#9/0, 1116 c!>RD I PHAS MAIN eoA CIRCUIT BREAKER / :2P 9 WIRE LOAD CENTER MOUNTING SURFACE I 100 AMP BUS LOAD A B NOTE BRKR CKT CKT BRKR N01t A B LOAD WATER HEATER l!500 20-1 I 2 90-1 2400 I-IAND DRYER UAND DRYER 2400 90-1 a 4 :20-1 1000 ~CEPTACLES -BLD.S l5HTS -6UILDIN6 1000 20-1 5 t, :20-1 I 1000 Ll6HT STANDARDS EL.Ac!, POLE 1000 I 20-1 , e, 20-1 I 1000 SHADE STI'WC .. Ll5HT ""'ARE --20-1 " 10 20-1 I 1000 (!;AZE60 ~ARE --20-1 II 12 """ACE =ACE 19 14 ~ACE SUB TOTAL 2!500 9400 >--5'100 !5400 '-4400 2000 INITIAL TOTAL LOAD 1.2,900 I VOLTAMPS AT 240V I <P • 56 AMl"S ~a.cu 100 ~ CALCULATED TOTAL LOAD 19,900 NOTES, I. RECONNECT EXISTIN6 BRANCH CIRCUIT 2. ELECTRICAL CONTlll!.ACTOR SHALL 5UBKIT A "POINT TO POINT" l"IIRIN6 DIAe.RAK FOR APPROVAL BY ELECTRICAL EN5INEER PRIOR TO INSTALLATION PANEL SCHEDULE DATE INITIAL DATE INITIAL REVISION DESCRIPTION 011-IER APPROVAL CITY APPROVAL 11 AS BUILT" P.E, __ _ EXP. ___ _ DATE REVIEIJED BY, IMPROVEMENT PLANS FOR: HOLIDAY PARK RESTROOM REPLACEMENT ELECTRICAL SERVICE PLAN & POWER SINGLE LINE DIAGRAM DEPUTY CITY ENGINEER PE 51274 EXPIRES 10 30 05 OWN BY: __ _ PROJECT NO. CHKD BY: __ _ RVWD BY: CONTRACT #PKS-O3-0 -'f-7-0C. DATE DRAWING NO. 416-6 !i l C ~ ~ l 1~~ ili"ij ii!! e~a 1:" -§1 ~ ~ ~1~1 irlm~ •• •• I I I I •• •• c:o I •• •• -- --------- z:: z:: z:: :::> 1-u w I- ~ u w ~ : u ~ ~ N w ~ ~ = -~ ~ ~ w = ~ ~ u w ~ : u ~ ~ = ~ 0 0 = "' " -s 3 ~ ' V • ' V ~ V 0 • ' - • 0 ~ ~ ~ u "' ~ = -~ ~ u ~ • V ~ 0 = ci ~ m .... 0 -.... w I// / / Jl'f"., •• cS-F ur " -........ II/ / ? / / / /~-"-"" .!II]_ 1 ___ ..._...,_ ___ JLIV'-/-'-/"-,/ ,'-,/-"' /'--"--/''-/_-'-/"-/.J.L._ 11 ___ ~ PANEi. 'A' ------r,□ A,--+_--11,,,, \ ::; I~ I/ .. , ,,~ ;;· 61"1 ,~1!!1.1:C-TRIC Y<1A1.L v,! MOUNTED HAND V/ DRYER A-.:2~ JI~ "eoBRICK" 116100! ,_ ~j / / / v7 77 / , I/ v / / // / / I/ I/ I/ I/ V I/ / J I/ I/ 61"1 I/ ,-4 I/ L/ <Sl"I 4 V I/ I/ I/ I/ I/ I/ I/ I/ I/ / / / / //I I/ I/ I/ /)-_/ __ /_/_/ ___ /_7 ___ /_/_--.J //,,.__/ ____ /_/ ___ // ___ /_/ __ /'-r' /'--,-/'-/-/~-/--//---// __ _ ,' / NEY>I CONCRETE PAD NEY>I El.E;CTRIC ---, ,;ER.VICE PEl?ESTAL. POWER PLAN ICN E• 1/4" • 1'-o"' ,,,--EXI5TIN6 UTII.ITY REI.OGATE V POI.E •1200!52 EXl5TING N!;J.'11;1.f;CTRIC ~ Y'IOOD P05T( ~l /:-1L,-+-------FEEDER. CONDUIT , ( ) EXl5TIN6 4" UTIL.ITY ~;~U~TE~~N<:, i!!! !:::: (_~) __ _.--1.J SERVIGECONDUIT ----- I/ I/ V V [/ V V V I/ 1,/ V V / ,,0-, --""'I / _,,,1 9}--- ,, '' // ,-L□--INTE1'tCEPT EXl5TING \_ ,: ,-, , --~ 4" UTII.ITY SER.VICE \_ / -CONDUIT EXl5TING TRASH ENCL05UR.E / / / /,,, INTERCEPT EXISTING EXISTING i"IOOD I / EXISTING CONClltET!! I/ CUl'.6 / / / / / / EXl5TING l!li!R.lc!>ATION CON TROLi.ER EXISTIN<!> CONCRETE PAD (VERIFY 51ZE) FINISH 6!1i!ADE _,, l::Ll::CTRIC FEEDER POST TO RE:MAIN ,,,,., CONDUIT ' " " : i ~ ~/e" DIAMl!i"Eflt x 10·-o· co, I ER C.LAD :~ 5ie:L ~UNO ROD. STIJB UP 4" IN i Dl5TRIBUT10N AREA MANUl"ACTU-• • MYERS El.ECTRIC PRODUCTS FEATURES AND DATA, • RATIN<S, 100 AMP AT 120/240V; I PHASE, 5 Y<IIRE. • MAIN FUSED PUl.1.0UT Y<IITH IOOA T'l'PE "T" FUSES ON!. Y (NO Dl5Tl'!IBUTION SECTION). • Al.I. FACTORY Y<IIRI N6 15 COPPER. • METER SOCKET Y<IITH PAC.TORY INSTAl.1.ED TEST 61.0CKS A5 REQUIRED BY SD<:>E.4.:2,000 AIC • 1.0Y<I PROFII.E VANDAL RESISTANT ENC.l.OSURE (16" Y<IIDE, Ii" DEEP 4 4-e" Hl6HJ. • Tl'El.VE GAU.SE GAI.YANIZED STEEi. CONSTRUCTION, FOURTEEN 6AU6E COVERS. • STAINI.E55 STEEi. FASTENERS FOR COR!li!0510N RESISTANCE. • ALL. COVERS PADL.OCKABI.E-NO EXPOSED FASTENERS. • INDEPENDENT IJTII.ITY AND CONSUMER ACCESS. • TYPE :lR RAINPROOF ENCI.OSURE. • REAR ACCESS FOR 1.INE TERMINALS. • HIN6ED DEADFF<ONT i"IITH CAPTIVE 1/4 TURN FASTENER FOR FAST INSTAl.l.ATION AND MAINTENANCE. • PADMOUNT BASE FOR FAST ACCURATE FOUNDATIONS. • STANDARD FINISH, l.I6HT 6REEN BAKED ENAMEi. OVER CORROSION RESISTANT ZINC. CHROMATE PRIMER; EXCEEDS 2!50 HOURS SALT SPRAY. (A5TM #6111) • COMPI.IES Y<IITH C.Al. TRANS SPECIFICATION REQUIREMENT -eS-2D. • 1.15TED BY UNI?ERIMRITERS 1.ABORATORIES, INC. STOAA<!>E l'tOOM L.I6HTIN6, MANUAL. 51NITC-H ~ON" i "~" l"f:S,,._001'-1 EXTEl'tlOl't i"IAI.L lv!OUNTED I fll! : : II I II C.I L.lc!>HT5, SITE AlltEA / 6AZEBO I SHADE ST!li!UCTUR.E / FLAGPOLE Llc!>HTIN6. PHOTO ELl::CT!li!IC '---l-I Si"IITCH "ON" 4 "OFF' '-rfli1"fli' 11H ..... ....,-~ 1111 '1' b , e 10 RESTROOM!:> INTE!li!IOR L.lc!>HTI NG PHOTO El.ECTRIC Si"IITCH "ON" 4 EARL. Y TIME 5VilTCH '10FF" LEGEND II 11 I 5 1--,o lltESTROOMS INTl=RIOR OVE!li! RIDE Si"IITCH "ON" 5P!li!IN6 l'IOUND INTERVAL. TIME Si"IITCH "TORK" A!SOO SERIES. i'-'IODEL #A502H O -2 HOUl'<S El SQUARE "D" L.16HTIN6 CONTROi., MUI. TIPLE 1.IGHTING CONTRACTORS, TYPE L640. CL.ASS e<1os. NEl'-1A TYPE I 6ENER.AL PURPOSE ENCI.OSURE PHOTO El.ECTRIC Si"IITCH. "TO!li!K" PHOTOELECTRIC CONTROL-THERMAL. MODEL. #2000. i"IITH i"IAL.L MOUNTING BRACKET ; DAY Tli'-1E1't Si"IITCH TO!li!K El.ECT!li!OMECHANICAL. MODEL #Y>IIOOL REYE!'1.SE POl"IER i"IITH METAL. INDOO!li! ENCLOSURE T9 I II t> 1 e 10 UNDERGROUND SERVICE PEDESTAL SCAI.E, N.T.5. / ,..., \. 1 ,J LIGHTING CONTROL DIAGRAM l.I6HT1Ne l"HOTO 1!!1.1:C-TRIC-/TIM!!--., SY<IITCH OVERRIDE "ON" \ // // I / I, I/ , ' , I , / / I/ I/ I , , ' . . / / , / / \ vrT/7, --/T-r/7 ,, ' ~ V 0- ... .. r----"' 7L ___ _J / I// / / " / I// // / / I/ I/ / i I I I I I I I I I I I I I I I I I I I I I I I I I I I I L------------------------------------------------~ SC.Al.E, N.T.S. LIGHTING PLAN 80ALE: 1/4" ■ 1'-o"' l"IXTURE SCHEDll.E Y<IATTS TY'Fl!! MANUl"ACTUl'leR C.ATAl.06 NO. MOUNTIN6 I.A~ ~Al'tl<S PER FIX 0 l.lTHONIA Di'-1, 2, F52Tl!I, AR, -FACE 2XF52TB POL.YESTER FIBER<Sl.A55 HOU51N6 62 l.:20v, 5T5I. CEILIN6 Hl5H IMPACT ACRYI.IC. DIFFUSER 0 l.lTHONIA DM, .:2, FS.:211!:I, AR, -FACE 2XF5.:2TB ENER<SY SAVIN<S TY<IO I.AMP 6.:2 120v, ST5I. Y<IAl.l. BAI.I.AST © l.lTHONIA VRI151-1, 15DTT -FACE 2XPl.15 ONE PIECE CAST Al.UMINUM, Bl.ACK 54 l.:20V, I.Pl Y<IAl.l. POI. YESTER POY<IDER COAT, Y<IHITE OPAL POI.YC.ARBONATE 0.12!5" I.ENS ELECTRICAL SYMBOLS CONDUIT -CONC-EAl.l=D /NO EXPOSED aECTRICAI. CONDUIT SHAl.l. eE PERMITTED INSIDE M!!N'S $ l"IOMEN'S RESTROOM AREAS) CONDUIT -UNDER 51.AB I 11 ---A-2,4 UON qj}<SFI CONDUIT AND Y<IIRE. !'I.II.I. HASH MARK -Cl~UIT i"lll'lE. HAI.F HASH MAAK -iS-F<OUND. HOME RUN TO PANEi.. E,,S,. PANEi. A Cl~UIT5 2 • 4. 20 AMP 120/:2,"TV SIN<Sl.E POI.E SY<IITCH. I-IU66El.l. 41C5I20-I, ~" AF.I". i'-'IAX. 20 AMP 120V D""°l.eX l'IEC.EPT'ACI.E HUBBEl.l. "CRl!5-I, le>" A.F.F. MIN. UNI.ESS OTHERJ.'1I~ NOTED 20 AMP l.:20V Dt.11"1.EX 6ROUND FAULT INTER""-'PT l"l!CEPTACI.E l.EVITON "6&=1'1-1. le>" A.F.F. MIN NOT!!, I. Al.I. 5Y<IITCHE5, JUNCTION BOXES • OUTI.ETS SHALi. HAVE REC-E55£:D eoXEs 4 SCHEDUI.E c;f5c CONDUIT RUNS l.OC.ATED INSIDE MASONRY Y<IAl..l.5, SEE DETAIi. 44 D:3 2. CONTRACTOR 15 TO MARK OUT CONDUIT RUNS FOR 1.l<SHT FIXT\JRES l"OR APPROVAi. BY CITY OF C-ARl.55AD CONSTRUCTION MANA<SER PRIOR TO INSTAl.l.ATION 3, Al.I. EXPOSED CONDUITS SHALi. eE RI.SID PVC. COATED 4. El.ECT!'i!ICAI. CONTRACTOR ~Al.I. PROVIDE A "POINT TO POINT" Y<ll!'llNe DIAe.RAM FOR APPROVAL BY El.EC.TRICAL EN<SINEER PRIOR TO INSTAl.l.ATION II AS BUILT" P.E,---EXP ____ _ DATE REVIE'wED BY, INSPECTOR ~ CITY OF CARLSBAD_ I sH1E3E'rs] 1---+---+----------------+---+----+----+-----l ~ ENGINEERING DEPARTMENT ;:::::=::::::::::'-'===============-'-'==== JMPROVEMENT PLANS FOR: HOIJDAY PARK RESTROOM REPLACEMENT 1---+---+-------------+---+-----1---+---ll ;=· =========-===== APPR0~?W.t PLUMMER, P.E, ,v~. 8/4,........ -1--2-0# POWER & LIGHTING PLANS DEPUTY CITY ENGINEER PE 51274 EXPIRES 10/30105 DAlE ~ 2~\1-----=o~ATE=-+c,N~ITI~A~L+------------------l----l---+-D-A-TE-+-IN-ITI-A--+L ~D~W~N';':';B~Y~,'-===~1~==P-R~O=JE=c=r==N=o~.=:"";~D=R=A=W=IN=G=N=o=. DATE INITIAL CHKD BY: 416 6 \.. ~ ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CONTRACT #PKS-03-07 - ~ ~ s ~ ~ • ! !tl !iii o'j "8" ·§1 ~ " ;i~~ iii;'~ •• •• f I I •• •• •• •• •• •• --- • r ~ u • j!'. ~ : . u ~ ~ . • N ~ ~ N r u ~ ~ : u ~ • : r 0 0 " u 0 • --a • u --~ E • E ~ • 0 a m i 6 ~ i I m I\) 0 -..a. w GENERAL NOTES I. ~ID!'! !'!ARTHOIJAKE STRAP FOR ~TER HEATER, 1/4" x 2" 2. LAV. e URINAL 15ACKIN6 TO l5E MILLED ST!'!!'!L ANCHOR V.ITH 9/5" E!OL TS 9. +-IOSE 1516f!I TO l5E LOOSE KE'( 1'41TH VACWM ElREAKER 4. AN<!!,LE STOP TO 15!'! ~R!!V. n1"!'! V.ITH 19RASS NIPPLE 5. ALL SHUT Of'F VALVES SHALL et: 15ALL TYPE 6. ISOLATE ALL ~TER f'OF1. SOUND $ f"RICTION 1. YARD SOX TO 15!'! CONCR!'!T!'!D IN !'LACE! e SUPPOF1.TED f'IRML Y e. PROVIDE LEAD 9 Ll5. f'LASHIN6 AT ALL VENT TI-IF1.0U6H F1.00!' POINTS c:f. GOLD Y'(ATER TO et: TYPf "L11 COFFER J,',IITH LEAD FRI:!: SOLDER TEST TO 200 P.5.1. 10. v.AS11: • V!:NT TO l5E NO He CAST IRON. TEST TO ROOF LINE II. CON11'!.ACTOR 15 TO ''POTHOLE' ALL 1!:Xl5TIN6 5El'eF1. AND 1'4ATER. LINES PF!.101'1. TO CON5TF1.lk:-TION EXISTIN6 CL!!!ANC>UT IN!>IDI!: CONCRETE YARD OOX TO REMAIN EXl5TIN6 51!:l'eR LIN!!: INTO Pl.eLIC RIISHT OF ~Y. "NO CHANc5-E" r- 1 I -, .,..., I....,,..,,. r I L _j_ _J ....,,. ..... Rl!:MOV!: l!!XISTIN6~ SEl"IER CLEANOUT • LATERAL TIES TO EXl5TIN6 RESTROOM -------- /FD\ ~· /FD', ~· V V V I/ I/ I/ I/ I/ I/ I/ i/ V V V I/ V V I H.e. 4"C.I.~ I I ! I I I IV: FUTURE I 1---1/2" I I I ~,__..-~NT l'WN 151!:LOl'I I I I I I I I I ' -/ u \ ~J I ~ / ,,1 ----- I/ I/ I/ I/ . I/ I/ I/ / I/ I/ I/ .... I . I/ I// ,,---,,---,,----,-~----r-~~_J // ~ I / '---~-~--,---,,----_J / / / / / / / / / / / .. V / / / I/ .·. · / / / / / / / / / / / ReMOVE 1!:Xl5TIN6~ SEl"iER PIPE. f'IELD Vl=RIFY LOCATION ANI:1 PIPE SIZE 101':I: APPROX'IMATE LOCATION FIELD Vl=RIFY CONTRACTOR 15 TO FIELD Vl=RIFY EXl5TIN6 CONI:1ITION AND ROUTE OF EXISTIN<S SEl'£R J,',JASTE LINE. VERIFY l'IITH CITY Of' CAF1.L.515AD CONSTRIJC,TION MANA6ER PRIOR TO TF1.ENCHIN6. I I I I .,,,. .,,,,,. _,,,,. I ....,,. ,,,.,,,. ..,.1---- .,,. ..... _ ..... ....,,., - .................... ~ _,..., \__ IN!>TALL N1!:1'4 4" PVC OR HDl"E . ....,,. .,,. ....,,. SLOPE o MINIMUM 1/5"/FT. ....,,.-....,,., _ ..... ....,,. ..... -- PLUMBING PLAN 8CN F· 114' • 1'-G" . .,,. .,,. .,., ....,,., 2 "cP PVC SLl!:EVE f'OF1. / • / 7 I IRRl6ATION PIPIN6 / I• I I Nl!:V. 2" CJ,',1 SERVICE. =:/··· ·-' ~I (92.5 J,',IFU) , I IEJ,',I SITI!: SHUT-OFF / INST ALL NEl'4 4" SEl'ER 15ALL VALV!: IN YARD / : (91.5 Df'U) (SHOJ,',JN SOLD) E!OX I c,;- INTE:lte.EPT EXI5TIN6 2"-, )., 'l) CV. SERVICE _,.......,,.....,,. _,....,....,... 4" C.0. 1'4ITH CONCRETE ....,,. .... .,..., ....,,., _....,,. -....,,.,.,... YARDE!OX CAP 1'4A!>11:, 1'4ATl!!R & VENT-+---+. LINES INSIDE A CONCRETE YARD OOX f'OR FUTURE DRINKIN6 f'OUNTAIN I. 2. 9. I. 2. 4. 5. FLOOR DRAIN ISOMETRIC WASTE & VENT RISER DIAGRAM NOTTOSCALF NOTTOSCALF NOTE, ALL DRAINS AND ~STE LINES TO SLOPE 1/4" PER l'OOT PER UPC SECTION ,oe.o UNLESS NC>TED OTHERv.lSE DA TE INITIAL ENGINEER OF WORK PLUMBING FIXTURE SCHEDULE 5YMOOL ~STE V!:NT TRAP HV. Cl'I DESCRIPTION 0 ® l'4A I ER "1.,Q2l:;T 1'4ALL 4' 2" INT -I" MOUNTED FLUSH VAL V!:, I.6,!;PF @ l'4A I ER c;J.Q2l:;T SAM!!! AS 4' 2" INT -I" AOOVE EXCEPT ADA -@-URINAL 1'4ALL MOUNTED 2' I 1/2" INT -3/4' !'LUSH VAL V!:, 1.0 ,!;PF -@-LAYAJ:<21sY 20 " 1e, ov AL 2" I 1/2" I 1/2" -1/2" 51!:LF RIMMIN6 SELD-C.LOSIN6 0.5 5PM FAUCET -COLD ONLY -/f'D'\ @ RJ11JRE DRINKIN6 FOUNTAIN 2" - - - 1/2" CAP v.ASTE AND ~TER LINE INSIDE A CONCRETE YARD SOX ~ (~) f'LOOR 12RAIN "J.R. SMITH11 2" I 1/2" 2" --LOOSY ROUND TOP J,',IITH 4" PLATE NICKEL 15RONZE STRAINER MQE $INK 2411 x 2411 x 1011 DEEP -@-TERRAZZO MOP RECEPTOR l'IITH 3" 2" 9" !5/4" !S/4" SERVICE SINK FAUCETS l'IITH A VACWM ElREAKER AND HOSE HOOK -HOT AND COLD H.6. HOSE e1e, 11ACORN" LOCK"'6LE ! - -- - !l/4" STAINLESS STEEL RECESSED HOSE SOX 1'4ITH 1'4ALL FLAN61!!. MODEL f,15I ,lro\ I~ PLUMBING EQUIPMENT SCHEDULE ITEM DESCRIPTION @ YIIAiel', 11:ATf!R "A.O. SMITH" MODEL l!!LSl"-10, 10 6ALLON CAPACITY, 1500 ~TTS, 120 VOLT, 5IN6LI!: PHASE, 60 Hz. 0 PROVIDE l'IITH PIT Ii.ELIE!' VALVE l'IITH DRAIN TO MOP SINK 2 0 SEE !>PEClf'ICATION f'OR DETAILED !lt.EGUll'!EMl!:N~. 0 PROVIDE EARTHQUAKE STRAP FOR ~TER Hl!!ATE"-, 1/4" x 2" . LEGEND c.o. CLEAN OUT J,',l,C.O. l'IALL CLEAN OUT f'.D. FLOOR DRAIN ti.El. HOSE 15166 N.H.C.I. NO HUl!5 CAST IRON v.e.6. VENT 15!:LOl'I 6RADE V.T.R. VENT THROUISH ROOF C.I. CAST IRON PIPE MATERIALS ~TER A.60\/f: ~1 e,01=1=ER TT"PE 11L 11 HARD DAA~N PER ASTM ee,e, 1'4ITH J,',JROU6HT COPPER SOLDER JOINT FITTIN6S PER ANSI 1516.22, SOLDER JOINTS 15£:LOl'I <!>RADE ARE TO 151= SIL Vl=R SOLDER ACID l'IASTE, AND VENT, POL "!'PROPYLENE STATE HEALTH $ SAFl!!T'1" CODE 51!:C. 11'l21."115AN!> THI!! USE Of' CHLORINATED POL'l'VINYL CHLORIDE (CPVC) f'OR INTERIOR l'IATER-SUPPL Y PIPIN<!>. MANDATORY MEASURES l'4A TEF1. CLOSETS 5HALL el!! LOV.-CONSUMPTION. 1.11> <!>ALLON FLU5H CYCLE 'JRINALS SHALL 151= LOl'I-CONSUMPTION 1.0 <!>ALLON FLU5H CYCLE LAVATORY f'AUCETS SHALL et: 51!:LF-C.L05IN6 AND 5HALL RESTRICT f'LOJ,',I TO 2.2 6PM ANI:1 .25 5ALLON5 PER CYCLE SINK f'AUCETS SHALL RE:51"-ICT l'LOV. TO 2.2 6PM HOT l'IATER HEA~ CONTROLS, AND SYSTEM SHALL MEET THE REGUIREMENTS Of' CALlf'ORNIA Ef'f'ICIENCY 5TANDRD P400-"12-005, SECTION 119(0) 4 1I9(b) WATER CALCULATION A5SUMl!!D ~TER PRE~ PRESSURE AT LAST f'IXTURE Hlc!>HEST FIXi1.JRE TOTAL DEVELOPED LEN6TH !5<2 -[;25 + 49 C,)) x 100 55 • • ■ ■ • 50 PSI 25P5I :, FEET 55 FEET 42 PSl/I00 FT MAXPRl:55~ DROP SIZE PIPE AT MAX 6 f'PS PIPE SIZING CHART SIZE 6PM FIXTURE UNITS PRESSURE VELOCITY FLU5H VALVE DROP /100 FT 3/4" "I 2 "1 t, !"PS I" 15 4 -r 6 l'PS I 1/4" 22 5 !5 6 l'P5 I 1/2" 92 16 4 6 l'PS 2" se 6'l 9 t, l'P5 "AS BUILT" P.E. ___ EXP. ___ _ DATE REVIEVED BY• IMPROVEMENT PLANS FOR: HOLIDAY PARK RESTROOM REPLACEMENT PLUMBING PLAN AP~R9VJ;:D: 114LUAM P!J!MMEH, P.E. ~-7J/4, k 4-2•{)4 DEPUTY CITY ENGINEER PE 51274 EXPIRES 10 30 05 DAlE DATE INITIAL DATE INITIAL DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY:___ 416 6 REVISION DESCRIPTION O'THER APPROVAL CllY APPROVAL RVWD BY: CONTRACT #PKS-O3-O7 - l "' !!~ ~Iii I" ~eel l!i t•~ ~~~ !iii •• •• 1 I I =-=--"--;'~~ l - ~ ------ -~ I ~ •• •• • " ' u • w • " ' (:> ~ • ci) u " z:: ~ • ~ z:: N ~ w ~ z:: ~ ~ - SJ: ~ ~ N _J ~ ~ ~ ~ ~ w -• !il 0 ~ .. ~ •• ~ [ ' \l) ~ u " 0 c£. u ~ w • :::, ~ ~ I-~ ~ u ~ u ~ u ~ \l) ~ I-co " 0 :I: 0 ~ u . w "" ~ • I •• •• •• •• SJ: ~ X ~ 0 . 3 ci ~ --. ------- I ' I