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Home My WebLink AboutP_5212_SVltC!NiTV MAP EMERGENCY TELEPHONE NUMBERS DAY SOUTHERN CALIFORNIA GAS COMPANY (800) 624-8153. SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 SBC/AT&T TELEPHONE COMPANY 611 • CITY OF NEWPORT BEACH UTILITIES DEPARTMENT{949) 644-3011 ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 ADELPHIA (714) 542-62:i2 COX COMMUNICATIONS : UNDERGROUNDBERVICE ALERT {800) 422-4133 CALL TOLL FREE 1 ~soo~422~4133 BEFOREYOU DIG NIGHT (800) 624-8153 (800) 611-1911 611 (949) 644-3717 (714) 542-6222 (BOO) 422,4133 PUBLIC WORKS DEPARTMENT MARINERS PARK RESTROOM BUILDING 2005 Dover Drive Newport Beach, CA C-3992 ,-~~R RC.E."' 36106 APPROVED: &:/le,•( 0 l, 1e,,O ~°6EPUTY PUBLIC wo""R-K-S-D-IR_E_C_T_O_R_/C-IT_Y_E_N_G_IN_E_E_R __ R.C.E. NO. 47961 REVIEWED; I I ! ' i i ED: . . . GENERAL.SERVIC IRECTO RON YEO, FAIA ARCHITECT, INC. o-D_E_S_IG_N_E_D:_,,_DRA_W_N_: _ _,, • • i 1. ALL WORK DETAILED ONTHE.SE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WiTH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORK.S CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACTS SPECIAL PROVISIONS. ' 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL WCATION AND ELEVATION IN THE FIELD PRIOR Tp BEGINNING CONSTRUCTION . . GENERAL NOTES BUILDING DATA PROJECT ADDRESS Mariners Park 2005 Dover Drive. Newport Beach, CA ASSESSOR'S PARCEL Number 425-071-06 U:GAL DES.CRIPTION Portion of land filed In Book 3978, Paga 537 of Official Records, County of Orange REQUIRED EXITS ONE EACH RESTROOM CONSTRUCTION TYPEVn SQUARE FOOTAGE 1055 SF ALLOWABLE AREA 8,000SF YARDS/ OPENINGS . SEPARATION EXCEEDING 20' ON ALL SIDES PROJECT SCOPE OF WORK NO PROTECTION REQUIRED ;:' Construction of new restroom building GOVERNING CODES OCCUPANCY B 2004 CBC, CPC,CMC; CFC 2005CEC 'OCCUPANT LOAD Building . WOMEN'S RESTROOM: 6 MEN'S RESTROOM: 4 PROJECT DAT.A SUMMARY ARCHITECT: RON YEO, FAIA·ARCHITECT, INC, 500 JASMINE AVENUE ELECTRICAL ENGINEER: LRA ENGINEERS • 1471 PAMONA ROAD, UNITE CORONA: CA 92880 GEOTECHNICAL ENGINEER: LEIGHTON .CONSULTING 17781 COWAN IRVINE, CA 92614 CORONA DEL MAR, CA 92625 PH: (949) 644-8111 FAX: (949) 644-0449 CiRILO REGALADO (951) 737-4569 (949) 681-4276 PROJECT DIRECTORY GRADING NOTES ARCHITECTURAL A-0.1 A-1.1 A-2.1 A-2.2 A-2.3 A-3.1 A-4.1 A-5.1 A-5.2 A-5.3 A-5,4 COVERSHEET SITE PLAN/ PAVING PLAN. FLOOR/ FOUNDATION PLANS ROOF/ FRAMING PLANS EXTERIOR ELEVATIONS SCHEDULES/ GENERAL NOTES INTERIOR ELEVATIONS DETAILS DETAILS DETAILS DETAILS PLUMBING P-1.1 ELECTRICAL E-1 ELECTRICAL SY"')BOLS, NOTES, .SINGLE LINEDIAGRAM &SCHEDULES E-2 SITE & RESTROOM BUILDING ELECTRICAL PLANS CIVIL C-1 WATER& SEWER IMPROVEMENTS LANDSCAPING L-1 IRRIGATION PLAN L-2 PLANTING PLAN TOTAL NUMBER OF SHEETS $HT.COUNT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 17 4 5 .. , + ' C-3992 APPROVAL RECOMMENDED: F TSE PRINCI ( CIVIL ENGINEER Cover Sheet MARINERS PARK RESTROOM BUILDING 2005 Dover Drive Newport Beach, CA ~;,:~i~~:1~~4~~9cA9"2h'215 1-c,.,.H,....EC..,.K,....eo-:""'R""Y1-D-A ... TE-, -"'MG"'!. DATE, ' ,-It , DATE, .. ?¥s DATE~= _3_·,_,f 2._4_.~o}_oca____ CITY OF NEWPORT BEACH P-521· 12-1S Plot Date~. ----==------, ..... ----------i. .. N=Oa • ..b.,.;,,D=A=TE=· -=""-=DE_.s_cm_P_1.,10_,N=O=c=RE.,v=1s .. 10 .. N=S ..,,...,,. __ _,...,_....;...,,_...1..,,.--db.-.... ,,,,,.,--=====--===------..,.----.,.,.--...,----.,,J,---,.J;lR.i;,Y1.,._~0~3:i,;/0:.ii11~08gL.,.,.__...,..,,._...,.~--L--...;. .... ____ .,J_...., __ ....,._..._ __ .l;,..;."'-="-..;p_,;U;;;B;;;L:;l:,:C;_,W:.;.:0;,:,R,:K.:,S:.,:D,:E::,P.:,A.:,:R.:,T;_;M:.:.,:E,;,;N.;,T....,_..,._.J.,;;S;;,;H_::EE;;;T:.,,_:,,_:o;,:,F.,.!,.!7:...JI 3/lJfllr,iis C i s 1l 1 w A LEGEND l. l /4" radius ed 2. pplavlng finish s~~ace 3 an per . expansion Joint 4 per specmcatl material . gun grade" ons sealer by· p polyurethane corporatl ecora or approvo;dsio)523-6688, to match c I qual. color adjacent c~ or of 5. speed d ncrete. at 24" o ~wel with sleeve and exp,;nat all cold Joints ff4 rebar, 1i~n Joints with psd 12/#4 ts e model no. model no • with base contact • psd/ ff4 bl. , 773-6935'."lke@ (BOO) NOTES A. locate Jo· • specific rnts per otherwls~1 1~~1 unless plan cated on a,-------' 8· sealent C adJace~~~v;0 match . all expansion ng to be seed dJolnt sealent sand e with silica D. concrete stren type per city stgth and andards E. 1 /3 the slab thick ;· ness CONCRETE JOINTS SITE PLAN CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG 1 RON YEO FAI ~JASMINE AVE C~R~~CHITECT INC one: 949-644Bi 11 Fax· A DEL MAR, CA 92/f)_ . 949-644-0449 5 NO. FONG TSE PRINCIPAL ~~7E 56980 L ENGINEER DATE: DATE DESCRIPTION OF REVISIONS +83.5' . ' ' ~""'•~--t ( -..... .. ~.-.,l·• .. - , ....... NOTE: Scale: 1" = 1 O' There are 40 ex~tl • • ~h~dlcapped po~k?/orldng stalls lncludl • ~-2_,la_ll::.:_• r::eq:'.".u~lre~d~bgy~ cr~eq'.::u~l,e~m~e,n_11t sr stanJ9 4 th at meet the BCl 1-B-6. ord. This exceeds Note: If any oft path of travel restroom build' see eB ing nmth 12 scale: 111 = 30, 24 C-3992 SITE PLAN MARINERS PARK • 2005 Dover Driv:~~~ROOM BUILDING port Beach CA CITY OF NEWP ' PUBLICWORKS ORT BEACH DEPARTMENT A-1.1 P-5212-S SHEET 2 OF 17 Plr.t n.-,tr=,. L - 7 I ~---,-1fal r -J 9 , "o 1 • -'a ,,, 24" w x 12" d cont. ftg, w/ (2) #4 bars t & b 14 @ 24 12" w x 18" d cont. rtg, -.-~-~ W/ (2) #5 bars t & b & 113 ties at 6" oc stepped footing per @typ +0.02 ff --------·-------- I r ( r FOUNDATION PLAN NOTES: 1, Refer to construction notes and typical details, Slioet A-5.1. 2. Refer to floor plans for dimensions not shown. 3. TYPICAL BUILDING SLAB: 411 thick concrete slab w/ #3 bars at 1811 oc each way at slab centerline over 2" sand over laminated barrier over 2" sand over properly compacted subgrade. Slope finish floor a minimum of 1 /4" per foot, typical, to drain (per drawing), Provide a medium broom finish where slab Is ta remain exposed. 4. All elevations Indicated are relative to +0.00' = (Depress slob as required at ceramrc tile areas to account for combined thickness of Ille and mortar bed, Coordlnatle lhlcl<ness of Ille and mortar bed to determine top of slab elevations.) 5, Typclal CMU wall reinforcing, all cells grouted solid: at running bond coursing: #5 vertrcal bars ot 32"1 oc, #5 horlzontal bars at 3211 oc at random ashlar coursing: #5 vertical bars at 32" oc, 115 horizontal bars at 20" oc Refer to foundation details for footing dowels (which may differ from· vertical bars) 1/4" / t, I s ope, p +0.02 ff ------{]ZJ[ 1 ~ 'O :,f'-·L ~}:"~ft "' '0'6~0 srilpe, typ 54" w x 12" d -a....-.----1 (4) #7 verl. bars :-1,-5;-<:, r+----,,i 1/4" l!t 1 <I' 1 ~ ...;,._-1,4-_-J,. cont, ftg. slope, lvp 1 I I P. j§' W/ (1) #4 bar t I 'j '<?,,o r : ,:,'.k • '.2. r & (3) #4 bars b 31-411 x 21~8" X 12" thk. pod ftg. W/ (3) #4 bars each way 1 r7""T ·--• .., 1 i:::...__.a. _ _ _ _ _ 7211 W X 1211 d ___ jc. 1, -IJ!Hlwrc7onnc:it;.;· fntg'"',",-,-1".+,,4-,· __ ; -0.50' tor, ----Tl -l.17'tof typical uno I 18" w x 12" d. cont. fig, • w/ (1) #4 bar t & b, typ uno ; iz:rr --- I I ,. L - - 1/4"/lt. slope, typ i I +0.o2ff lli".Lft Slope,)Vp 1 I I L - - - - - - - - - - .J 1 Lll:-._-_L-_.L_-L_-_..L-_-L_~_<-_-L_;..__c:.-_-l','-_--,L-.Ll--"'--..l<'.-.ILci--\--.l....<C,-L-.L-L-'::..r-L_-_-"-_-"_-_'-_4--_'-_-"'-_-_'-_-".J ~ I 1 I 1 1 1 12"wx1B"dcont.ftg, w/ (2) 115 born t & b & #3 ties at 6" oc I I I . r.J L-, r.J L-, : p-77 L -----·--.----1--.J r£J: i I ILL.I r -----: ------,--7 V7 J I ! 1-------L------~.J~-L---.J ------I @3'-0" sqr. x l B" thk. pad fig, • , • w/ (3) 114 bars each way ~ : ~J ~~ . //,,,As-Bu1il T • ~. / PREpAREfJ BY . . . . . \. ( N .••• ILE ADVANC·E.. CON.STRUCTION ,~NJC \ PH (626) 859 -3900 \ Fax. {626) 859 -3901 FOUNDATION PLAN ~ ~ I -------"•t----. _______ )iE IEWED: ~ -------------------------"-------- refer to Irrigation, electrical and civil plans for sleeving locations through the foundation see detail 6/ A5. l Scale: 1/4" • l'-0'' refer to sheet A-3, 1 for building data and scheduled Items all dimensions are to face of masonry, not face of finish (typ,) '"' ~w&.m,.,..u, m.:;NM,!;;,;.:,-i::-...= 9 "' ' \ __/ r- I >i 911 J ,J a E C: "' I'. min, knee I "' i'... clearance I I N I I I I ' SIDE ELEVATION FLOOR PLAN . lJII min, EB ' i ' 6'-B" I 4'-0" B" ' ' 6", 21~□1' I 11 '-4" , ' ' D I , ~ , R2) Rl) >-< >-< K) F) '--'-- provldi> a sign Indicating that "the gates are to remain In the locked open poslt!orl durtng business hours" I ! D : : i , I i [ ' l ' ' ! ' 191.011 21-01' i ! 12'-0" . ! . i ' ' 34'-o~ 41.Q" 2'-0'' 61-011 l O'·B" 2'·( 11 18'-0" I □·-1-----1------+-------!~ 31.4,r 8" -X t% ~ ,--e'-I-'-chain link fence ,/ ~ • -• • ~~;;j;l-~-~-~e:!~~-E~. rj,":~------"'-'f- @) <c 'R I/ / / '- / / ,,,_ , /, '/////// ~ L 111.411 4'-0" 34'-0" / / / Marrs.. lnlar.lor..elellO!lon.ke¥ C A~B D D 141-0" APPROVAL RECOMMENDED: 6 ~ 9 ~ ' "' "' -"' "' ' N . ~ 9 "' 5' co ~ C, ·north Scale: 1/4"• l'-0" C-3992 A-2.1 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG I ! FLOOR & FOUNDATION PLANS MARINERS PARK RESTROOM BUILDING Ro~R6~~-;.~;~67 P~~Nc~P:~Ec~~LEii!~~~EER 1-__ 2_0_0_5_D_o_v_e_r _D_r_iv_e_N __ e_w_p_o_r_t_B_e_a_c_h ... ,_c_A __ +-----,---i DESIGNED: R DRAWN: MG RON YEO, FAIA ARCHITECT, INC. CITY OF NEWPORT BEACH P-5212-S OCOJASMINEAVE,CORONA DELMAR, CA92625 f---+-----+-----------,-----------t-----1 DATE.,_: _______ _ CHECKED: DATE: Phone: 94%44-8111 Fax: 949-644-0449 NO DATE DESCRIPTION OF REVISIONS PUBLIC WORKS DEPARTMENT SHEET 3 OF 17 L _____________________ _;,,_J... __ .l.., _______________________ ..J. ____ .(lR:lJ,._....;0~3!,(!102,J1!,!10!!!B!.. ____________________________ .1.., __ , J....----1---~------+----------J....---1----------.1..---------------------...i--------' " ---............... "'"" .... -................ __ _ RESTROOM ROOF PLAN NOTES: typ r - , ·>--+---' I L -j r- r L-7 r - , --+---~<-- , I L·-..J --------- I L. -7 L __________ _ I L - - - - ~ ~ AS-BUILT PREPARED! BY I - - - - - - - ---- - - r - r-, I L_j r - , I I L-j I. I 6:12 typical l. 2, NILE ADVA~CE CONSTRUCTION ,iNC PH (626) 859 -3900 Fax (626 859 .,. 3901 Roof Pitch: 6:12 Roof Material: Monler-llfetlle "Slate· concrete shingle roof, class A. Refer to color schedule on sheet A3. l, -- - - , __ ,___ __ _,,_ I I I ______ J north Shear Wall Schedule per 2001 enc, Seismic zones 3 & 4 MARK LOAD 0 260 plf 0 380 plf <&> 490 plf SHEAR WALL CONSTRUCTION 3/8" thick APA rated sheathing with 8d nails at 6" OC at'edges (see shear wall note 7, 2 x sill plate acceptable for single sided application), ; 3/8" thick APA rated sheathing with Bd nails at 4" QC at'.edges (see Shear Wall Nate 7, 2 x sill plate acceptable for single sided application [anchor bolts designed for 50%jallowable capacity]), 3/8" thick APA ratcad sheathing with 8d nails at 3" oc at'edges, (see Shear Woll Note 7, 2 x sill plate acceptable for single sided application [anchor bolts designed for 50%!a11owable capacity)). Use 3X (or 4X) stIIds at all adlnlaJng_ Pl¥W◊Od edges ; ' WALL ANCHORAGE 5/8" 0 AB at 48" OC (5/8" 0 AB al 16" OC) 5/8" 0 AB at 16" OC (5/8" 0 AB at 16" QC) 5/8" 0 AB at 14" OC (3/4" 0 AB al 16" QC) ROOF FRAMING PLAN NOTES: 1, Refer to construction notes and typical details, Sh8et A-5. l, 2, TYPICAL ROOF SHEATHING: , 23/32" thick APA rated sheathing, 40/20 span Index, exposure 1, with 10d nails at 6" o,c, SN and EN, 12" o,c, field,.· Do not drive nails through exposed lower face of 2 x decking, Use 16d nails for edge and boundary nailing at rafters and beams, Layout per detall 1 / A-5.1. (anchorage In parentheses denotes sill plate nailing or wall anchorage for tw? sided application, 3 x SIii plate required at plywood shearwalls) 3, All beam shall have 1 /2" radius at all exposed edges, All rafters shall have I /2" radius at exposed edges and 3 1 /2" radlused ends. Reier to detail 18/ A-5,3. 4, Nall decking with (2) 16d nails at each rafter beam, I I 1, I ' i ! i F ' J -, ---r·--- 6 x{l earn I~. 9 1=@ ~¢--'-=- 0 8' ___ _, © -r1-· '5"' i ..... 1;:: ·~ _L~~ ' ,__ 1~--1---1 4! 10rldge I I I \i - ~I --1---' -,---.,__, Framl11g Plan Keynotes: 0 Simpson STl 8 strap at all rafter spflces (typical candltlon -not keynoted) 2 Slmspon ST6224 strap at rafter splice 3 Slmspon ST6224 strap at top plate splice 4 Slmspon MST37 strap at top plate splice 5 Slmspon MST60 strap at top plate splice 6 Slmspon ST6224 strap at blocking splice 7 Slmspon ST6236 strap to blocking and plate 8 Slmspon MST48 per detoll 4/A-5,3 9 6 ~ 6 king post 10 4 x 6 post w/ EPC post cap, Shape exposed end of ridge to match depth of rafters. 11 multiple studs for full bearing at beam I ! I I I I I 12 4 x 4 past w/ Slmspon CC44 to beam and Slmspon CB44 to wall 13 Slmspon MST37 strap to blocking and rafter 14 Slmspon MST37 to top plate and rafter 15 4 x 4 post w/ Simson CB44 at bottom & ECC44 at top, ~otate CB & ECC straps 90', Shape exposed end of ridge to match depth of rafters. 16 L5 x 3 x 1 /4 clip angle ta valley beam & emu wall. per detail 1 / A-5.3 sfm, i 4. lObeam 8 I ---- \ +ra"o 4 .. --- ➔ - - - - - - ? A-5: ! 1---1 --==--:::...:_ ol I -X " 5, 6. ---- I Provide Simpson STl 8 strap at top al rarters at rafter splice or ridges and beams. denotes shear wall, Symbol denotes shear wall type, per Shear Woll Schedule, Sheet A-2,2, Top number denotes • I U • shear wall type, bottom number denotes minimum length (In feet), Provide anchor bolts per Shear Woll Schedule, uno, -::i 16 typ I __ , I f,1-1---_,, ____ - - - -4-• -=-__:_:_ _ ~i---4t Al#iG'I I l 4 x 6 rafto:s 1 ·-a~t"'2"'-10 l!2"±0C---1 16 typ earn * 1 ~,: -=-= "--=r-=-.c - - _,.. -·-=-=-=-_, refer to sheet A-2.1 tor dimensions north ROOFPLA~ Scale: 1/411 = l'-0'1 FRAMING PLAN Scale: 1/411 =1'-011 C-3992 ~-• ----------------------.------'--------·------ CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG REVIEWED: APPROVAL RECOMMENDED; ROOF & FRAMING PLANS MARINERS PARK RESTROOM BUILDING A-2.2 P~7NNc~P:tEc~~LE :i~fiEER 1,;... __ 2_0_0_5_D_o_v_e_r_D_r_iv_e_N_e_w_p_o_rt_B_e_a_c_h_, _c_A __ +--------1 DESIGNED: RON YEO, FAIA ARCHITECT, INC. CITY OF NEWPORT BEACH P-5212-S R MG 50'.JJASMINEAVE, CORONA DELMAR, CA'12l:!25 i-----1-------1------------'-----------+------1 DATE.~: _______ _ CHECKED: DATE: Phone: 94'1-64Hl111 Fa,: 949<>'14-0'149 NO, DATE DESCRIPTION Of REVISIONS PUBLIC WORKS DEPARTMENT . SHEET 4 OF 17 01 ...... + r,,....+,-.,.L-----------------~------J.. __ ..!, _________________________ ..1 ____ .!;Rln--..!0~3~10lJ1/JIOll:B:J... ______________________________ ,1,,._..,1 ____ ..,1 __________ ,.: __________ ,.,1., ___ ,.,1., __________ ..1.. _______________________ ..._ _______ _. i 8. . 12 ~ 0 ll " (l) C ·~ 0 (l) .0 ll f 5 g iii C C 0 E a § 2 • ic 0 concrete tile roo steel grid~ slmV thlnset ceramic tile accent stripe @D EXTERIOR ELEVATION EXTERIOR ELEVATION +8'· 10" BUILDING SECTION • .... , ... , .......................... ,,, .. ~ ........ ,,,,,,.,,, .. , ............ ,, ____ _ 1-----· ... , ........................... , ... ,,,, ............ ,,.,.,,, ... , ........ , ...................... ___ _ .••• , ............ , .... , ........... , ••••.• ,., ................. , ........ ,1 •••.•••.••••• , .......... , ...... , ............... , ........ . :::~::: ..... ::: ... : ....... :, .. :, .......... ,,,,.,,.: .. :: .... ::: ........... ::.:::.: ..... :: ..... i ..... ::~:.:.: ... , .. :.,.::::: .. ::::: ... :.:.::::: ........................... ,, .. . ....... , ... ,, ................ , .......... , .... ,.,,., .......... , .................. ,, ........... t ......................... ,_ ............................. . ··••··•······., ... ····· .. ······· .. · .. ··· ............................ , .. , ............... ., .................... . . . ...................................................................... , ....................... · ....... , Ci!\ ~ typ at gate profile of rafters beyond CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG light fixture thlnset ceramic lie accent @) Scale; 1/4" = 1'-0'1 A concrete tile roof-------------------t----t= thlnset ceramic tile accent stripe @!) ······•··· ............... ----- ...................................... -----1 EXTERIOR ELEVATION (22\ -c_;;;typ ,,,---light f~ture REVIEWED: RON YE , C3567 ARCHITECT DESIGNED: DRAWN: R MG CHECKED: DATE: 0 dscreen Vslm thlnset ceromrc tile accent stripe @) score: 1/4" = 11-011 C EXTERIOR ELEVATION ypco uno Score: 1/4ll = 1•~0~ RON YEO, FAIA ARCHITECT, INC. WJJASMINE AVE, CORONA DEL MAR, CA 72/;2f, Phone: 94MM-8111 Fax: 949-6440'149 □ - i::r.. . .J □ - □ -- □ ------- NO. DATE R 03/01/08 Plot DoteL. ------------------------·----------------------------.a..-.---- ... ---==-------------------------------~-~ -----1•"•••••••m••••••• .. •••""•• ......... •••••;• .. ••••••H•••••>n, .. ""'••••••••••• .............. m .................... ,.. .. ,,,. •• ,.••••••••••••••••""••------.. "••'""••• .. •• .. •••••• .... ,.., .................................. . ~grid screen ~slm -----1················· ... ··· ............................................................................................................ . . . . . . . . . . . . . . . . . . • • ··::::::::::::::::::::::::::::::: ........................ ::::·· • •• ••• •• ···'.::::· •••••••••••••••••• .. ···:::::::nght tlXfure, typ::::::::::::: ............ . 6'-8" ± ' I. '· +8'-1011 "'I ......... . ,-:::::::;:::\ \ .............. .....fl 1 ,··,.·· profile of i " .. ,.,... rafters beyond 1 l +0·•10" Ill --....-,-~ APPROVAL RECOMMENDED: FONG TSE, RCE 56980 PRINCIPAL CIVIL ENGINEER DATE: DESCRIPTION OF REVISIONS ..... /· .... --1 • ...... ! ..... I·••-. -..... ·- • ... ··1 .... . •~-- I thlnset ceramic trle accent @) 6" high building address Scale: 1/4" = 1'-IJ" light fixture Scale: 1 /4'1 =i 1 •-01r • B D .J--------··_····_··_····_·r ..... 9 .. -·._ ... _ .... _ •• ~1-------.,,~5.ct'~a;20""lu"rn'"n"'s,--"'a¢l~ ' I I \ S6ale: 1 /4""" 1'-011 F C-3992 EXT. ELEVATIONS & SECTIONS A-2.3 MARINERS PARK RESTROOM BUILDING 2005 Dover Drive Newport Beach, CA CITY OF NEWPORT BEACH P-5212-S ,_ ........ ·--···--··---- SCHEDULES AND NOTES CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG AS= PRE ARED BY RESTROOM ACCESSORY SCHEDULE: Mark R2 R3 R4 R5 EC!Ulpment Grab Bars: Bobrlck / B6206 Serles, 1 1 /2" 0 stainless steel grab bars with stalnless steel concealed mounting kit 2522~3. Toilet tissue Dispenser: Bobrlck I 82892 stainless steel surface mounted twin 9" roll tissue dispenser with stainless steel concealed mounting kit 2522-3. Electric Hand Dryer: Fastalre HD03 remote powered hand dryer. Refer to electrical plans for additional Information. • Toilet Partitions (doors and wall posts): Bob1lck / Durallne solid phenolic doOls and wall posts, with Institutional hardware. Align tops and bottoms of doors and wall posts with toilet partitions -see Interior elevations. Minimum door width on stalls 18" cleai. Clothes Hook: Bobrlck / 8233 low profll0 stainless steel surface mounted clothes hook. Provide one ot regular comportment (at +60"), two at handicap accessible compartments (one at +60'1, one at +44"), NILE ·----DVANCE CONSTRUCTI' N 1INC PH · 626) 859 ~ 3900 Fax 626) 859 = 3901 REVIEWED: DESIGNED: DRAWN: R MG CHECKED: DATE: RON YEO, FAIA ARCHITECT, INC. EOJJASMINE AVE, CORONA DEL MAR, CA 92625 Phone: 949-644-8111 Fax: 949-644-0'149 RESTROOM FINISH SCHEDULE: WOMEN'S RESTROOMS· Floor: mortar set ceramic tile Block Walls: ceramic tile over floated blocl< walls Stud Walls: 'Armaglazed' Tl-11 plywood Celling: stained exposed rafters/Tl -11 plywood MEN'S RESTROOMS- Floor: mortar set ceramic tile Block Walls: ceramic tile over floated block walls stud Walls: pigmented antl-grotrltl Tl· 11 plywood Celling: stained exposed rafters/Tl· 11 plywood PLUMBING CHASES & ELECTRICAL ROOMS· Floor: sealed medium broom finish concrete. Block Walls: exposed block Stud Walls: pigmented antl-gralfi!I Tl-11 plywood Celling: stained exposed rafters/TH 1 plywood STORAGE ROOMS· Floor; Blocl< Walls: Stud Walls: Celling: COLOR SCHEDULE!: CERAMIC TILE: CERAMIC TILE FLOORS @D BASE C-2 INTERIOR WALLS C-3 c-4 C-5 C-6 C-7 EXTERIOR WALLS C-8 C-9 C-10 C-11 ( & sofflt) sealed medium broom finish concrete exposed block pigmented antl-gralfitl Tl-11 plywood stained exposed rafters/Tl -11 plywood DAL TILE Vltrestone-select 6X8 DAlTILE Match floor· P-3681, PC-3689 DALTILE Natural Hues 6X8 DALTllE Natural Hues 8x8 DAL TILE Natural Hues 8x8 DALTILc Natural Hues 8x8 DALTILE Permatones 2x2 DALTILE Natural Hues 8x8 DALTILE Natura! Hues 8x8 DALTILE Natural Hues 8X6 DALTILE Natural Hues BxB VS02 White granite & teal Pearl White Peacock Pacific Black Matte Teal Burgundy Block Jade Block C-12 RTK Studio Catalina Galleon Mural l 6xl B w/ 2" border (22x22 total) Use 1 x3 Black surround In order to tie Into the 8x8 grid Note: all ceramic tile grout shall be custom "Delorean Gray", use epoxy grout at floors and base. CONCRETE BLOCK· Bl Orea Block/ 50% #214s and 50% #224, split faced @ texture, random ashlar coursing, composed of 30% • 8 x 8 x 16 units, 20% Bx 8 x 8 units, 20%8 x 4x 16 units, and 30% 8 ·x 4 x 8 units (based upon quantity, (Typical at all exterior surfaces that do not receive ceramic tile,) All exposed CMLI to receive antl-grafflttl coating. 82 Oreo Block/ smooth face block (Typical at ·all Interior surfaces and exterlor surfaces to receive ceramic tile.} 83 Oreo Block/ smooth lace block w/ pigmented anti-graffiti coating'/ light gray as selected LIGHTS· (Typical at all restroom walls that do..oo.t receive ceramic tile.) Kenan/ dark bronze METAL· Gales, Steel Screen & Vine Panels: Amerttone / l UM20A Hollow Metal Doors & Frames: lnterpon D2000 Powder Coating / Redwood Misc. Mela! Connectors: Dunn Edwards / PC2120 Misc. Flashing: Copper PRECAST CONCRETE SIGNS· Qulckcrete / Cl 2 Colonial Brick with Black contrasting color ROOFll,G· Monier -llfetlle / #0939 TOILET DOORS • Bobrlck / ff893 Atlantis WOOD. (bacl,-prlme all members In contact with masonry, sandblast all exposed sown timber surfaces) Beams, Rollers, Trim & Exterior Tl-11 5/8" Plywood Wall Paneling: Olympic/ #911 semi-transparent lntenor Tl-11 5/8" Plywood Wall Paneling and Its Trim: Armaglaze Aquarius Coatings/ light gray as selected CONCRETE FLOORS • Clear sealer RESTROOM ACCESSIBILITY KEY NOTES: A Provide a clear space of sufficient size to Inscribe a circle with a diameter not less than 60". B Provide a clear space 32" In wldlh (minimum) from fixture to wall In handicap compartment. • C . Provide a clear space 60" In front (minimum) of fixture In handicap compartment. D Provide a clear and unobstructed access of 44" minimum width. E Entry to a compartment for handicap toilet to have clear width of 34" (with door open to 90') when located at the side. When located at side, . p1ovlde 44" (minimum) clear unobstructed access. Door shall be self closing (3 second minimum sweep), hove loop or 'U' shaped handle Immediately below the latch on Interior and exterior, latch shall be flip-over or sliding style centered between 30" and 44" above finished floor, • F Provide grab bars at each side or one side and back of comportment, securely attached 33" above and parallel to the floor, 15" to 16 1 /2'' (± 1 ") to centerline of water closet. Grab bars at the side shall be 42" long with the front end positioned 24" In front of the water closet stool. Grab bars at the back shall be 36" long (minimum), centered on water closet. Grab bars shall have an outside diameter of 1 1 /4". 1 1 /2", and shall hove 11 /'2" cleararice between grab bar and wall, Fasteners and mounting support shall be able to withstand 250 pounds per.foot In bending, shear and tension. Mount centerline of grab bars at 33" above finished floor, 15" to 16 1 /2" (± 1 ") to centerline of water closet. G Provide a clear space of 30" x 48" In front of lavatory and hand dryer. H Except for projection of bowls and waste plumbing, provide a clear unobstructed space a minimum of 30" wide x 29" high x 17" deep under at least one lavatory. Faucet ·controls and soap dispensers, where provided, (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist, and an operating force not exceeding 5 pounds. J Operable and dispensing portions of hand dryers shall be 40" maximum from floor. • I( Center point of toilet tissue dispenser shall be mounted within 12" of front edge of toilet seat, and 19" from floor. L Identification slgnage with 1 /4" raised equilateral triangle with 14" sides and International "Male" symbol, the word "MEN" In 1 /32" minimum raised letters (5/8" to 2" letter height) and metal Braille translation (tape Is not allowed). Color and contrast of triangle shall be distinctly different from wall. Mount centerline at +60" abcive finished floor.t M Identification slgnage with 1/4" raised circle with lZ' diameter and International "Female" symbol, the word "WOMEN" In 1 /32" minimum raised letters (5/8" to 2· letter height) and metal Braille translation (tape ls not allowed). Color and contrast of circle shall be distinctly dllferent from wall. Mount cente1llne at+ 60'' above finished floor.* N Rim of urinal shall project at least 14" from wall and be located 14" above floor (17" maximum per code), Force required to activate flush valVe shall be 5 pounds maximum and located 44" maxlm1.,1m above floor. A 30" x 48" clear floor space shall be provided for forward approach. P Height of water closet seat (for handicapped) shall be 18" above floor (17" to 19" required). Force to activate flush shall be 5 pounds maximum and located 4411 maximum above floor and located on wlde side of sfaH. Locate centerline of water closet 18" from finished wall surface, Q High-low drinking fountain with 30" wide x 48" clear area for forward approach. Fountain shall be 1 e· minimum In depth with clear unobstructed knee space 27" l1lgh x 8" deep, Toe clearance shall be 9· high x 17" deep from front of fountain, lower Bubbler shall be within 36" of floor. Operating mechanism shall be lever type, 5 lb. maximum operating farce. Water stream shall be parallel to front edge, 4" minimum high, Bubbler orifice shall be within 6" of front edge. Alcove shall be at least 48" wide x 18" deep. R Top surfac0 of diaper table shall be located within 34" of finished floor. Provide 29" minimum high knee space below. :j: • Braille shall be·contracted grade 2, Dots shall be 1 /10" on center In each cell with 2/1 O" space between cells, Dots shall be raised a minimum of 1 /40" above background. APPROVAL RECOMMENDED: RESTROOM llUILDINGS DATA: Buildings Area= 1,055 square feet Occupancy• B Construction -Type Vn (8,000 sf allowable area) Women's Restroom: Area = 280 square feet Required Light (at 1 /10) = 28 square feet (88 square feet provided) Required Venlllatlon, (at 1 /20) = 14 square leet (88 square feet provided) Men's Restroom: Area = 236 square feet Required Light (at 1/10) = 24 square feet (35 square feet provided) Required Ven\llatlon, (at 1 /20) = 12 square feet (35 squa1e feet provided) TJTLE 24 -EN'ERCY: Bulldlngs are unheated and non-hab1table and therefore exempt, RESTROOM DOOR SCIIEDULE: Mark Width Height Type @) pair 6'-8,i Hollow Metal 3'-0" unequal leaf 21-B" D2 pair 6'-8" Hollow Metal 31-0" unequal leaf 2'-8" D3 pair 6'-8p Hollow Metal 31-0" unequal leaf 21-8" D4 pair 6'-811 Hollow Metal 3'-0" unequal leaf 2'-8" D5 3'-0" 61-811 Hollow Metal Frame Metal Metal Metal Metal Metal HW Set 02 02 02 02 01 Note: on all unequal leaf pairs of doors, 3'-0"Jeaf shall be the acllve leaf. DRAWINGS AND SPECIFICATIONS 1 , Drawings and speclllcotlons are Intended to show and describe details for a complete building. It Is Impossible to show and detail each and every condition within the building, The contractors shall execute parts and details that are not fully shown or described according to the highest standard and customary trade practice for quality work and In similar manner and spirit ol details which are shown on drawings or described In specifications. 2. The building specifications are divided Into sections for convenience only.· 11 Is the responslblllty of the Contractor to determine trades or wo1kers responsible for all Items for a complete project. These specifications Include only major Information. In the absence of Information, secure the review and approval of materials, products and systems by the Architect, It Is assumed that all persons and companies proposing wo1k on th~ project me skilled In the Interpretation and use of drawings and specifications, and have found these Contract Documents free of ambiguities sufficient for bidding and successful construction purposes, or have notllled the Architect In writing of such ambiguities. C-3992 SCHEDULES A-3.1 MARINERS PARK RESTROOM BUILDING FONG TSE, RCE 56980 2005 D D ' N rt B h CA PRINCIPAL CIVIL ENGINEER over nve ewpo eac ' 1------------------------,t---------f CITY OF NEWPORT BEACH P-5212-S t----+------1----------,-------~----1---~ DATE~: _______ _ NO. DATE DESCRIPTION Of REVISIONS PUBLIC WORKS DEPARTMENT SHEET 6 OF 17 R 03101/08 Plot Date'". ________________________ _. _______________________________ ,_ ___ __...._ ____ _....,._ ______________________________ ..__..., ____ _. __________ ~----------•----...., __________ .._ ____________ .._ __________ .._ _______ _. light fixture,---"------------.. typical Tl-11 --I-H-+-t-t-f-l-'-+++-+-t-t-1-7-+-fS' plywood, typical gate In the locl<ed open position MEN'S RESTROOM CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG .typlccl mortar· set wall tile:. --"'sc---~---refer to note AS--BUILT PREPARED BY 11P'1 sheet A3.1 far ADA note mortar set· floor tHe @:) }%{ oo;:~;t,!%iii1±f 8f '. %!f i ..... ,,,. ....... ~.~·· ····•· .. . .... _ ..... ·---~ ®1------- NILE ADVANCE CONSTRUCTION ,INC PH (626) 859 = 3900 Fax (626) 859 = 3901 REVIEWED: RON Y O, C3567 AR HITECT DESIGNED: DRAWN: R MG _________ .............................. .. .. diaper table ...... J., ... ,i. ......... ~--·.-~ -~·:r:.·.·.·1.·--: .. ., ..... 1 ..... fll~ .. ..... .L..1 .......... t . .,. I .. @D Cl------------------------------ ' 3 :.• ' light fixture,---------~-..... typical gate In the locked closed position Jy.plc_alroortar set wall tile· one course @D three course:; @D A'f-----------------------------.1,_-- mortnr set JluotJJle .. @:) :,,,.,._;,,....,. __ concrete Bl-------------------------------- ............................................................ ·H-t--1 ©--------®------- WOMEN'S RESTROOM Scale: l/4" = l'-0" 4 APPROVAL RECOMMENDED: INTERIOR ELEVATIONS MARINERS PARK RESTROOM BUILDING block wall, typical CE) diaper table ill) -gate In the locked apen position A-4.l P;?:c~P:tEc~TL\5i~~~EER 1-__ 2_0_0_5_D_o_v_e_r_D_r_iv_e_N_e_w_p_o_rt_B_e_a_c_h_, _c_A __ +----""'.""~~--1 RON YEO, FAIA ARCHITECT, INC. CITY OF NEWPORT BEACH P-5212-S EalJASMINE AVE, CORONA DEL MAR, CA '1:21,25 DATE .. ,_: _______ _ CHECKED: DATE: Phone: 9/49-6114.Slll Fa,c 94%<14-0449 NO. DATE DESCRIPTION OF REVISIONS PUBLIC WORKS DEPARTMENT SHEET 7 OF 17 "·-•~-·-L----------------------....II...-.J ________ .;.., _______________ J. ___ _,!R;l;!l, __ .,,0~3/i,\l0;J,i1i~08!lJ.. ____________________________ ..1. __ 1_, ___ ...1. __________ i-_________ 1... __ ,..1 __________ ,1.. _____________________ ....5 _______ _. H~ l. Refer to framing notes for sheathing thrckness type and nailing, 2. Face grain of sheathing shall be perpendicular to supports. 3. Boundary nail (BN) perimeter of building, ridges, valleys, shear walls, drag beams, and all continuous panel edges Where blocking Is Indicated on plan. • ll i: p n ;e ,.,_ i ; ! \ • ' " H ! I " ., I L H J:E q ! ! ! l l q l:c H H !! ., i.! l I H if II ! f :: ( t 1-ii 'rr----,. ,. fl. " , I eq!ge I , !I I I ,-1: " V continuous panel H !I' I' ' I d L"' : : q i! ·11' I I' !L .. 1: i; )f n' Ii i! Ii I, H ! i :< ' fra ming mber per n me pla fie! d nailing (FN) I~ l' !! ;! '. I ,, --.,, edge nalllng per plan (EN) 95101·9 TYP. SHEATHING tlolB; l , Do not use this detail at shear walls. Scale: (none) 1 -{; ___ 60% max. bore: 2" 0 max. --f at2x4's, 31/411 0 max, at i 2 x 6's (do not bore more : 2. Notching and boring are not to occur at -~v~---than two successive double! studs) ! I same wtud section, DaubleJliudJl 1. i 40% max. notch: 1 3/8" at 2 x 4's, 2 1 /8" at 2 x 6's all studs I width of stud max .. typ .. at II "' ~ 5/8" min. edge distance typ, 60% max. bore: 2'1 el max, at2x4"s, 31/4" 0 max. at 2 x6's 40% max. notch: l 3/8" at 2 x 4's, 2 1 /8" at 2 x 6's width of stud max., typ., at all studs ~ 5/8" min, edge distance typ. 40% max, bore: 1 3/8" at Exterior & Bearin .tud.S. 2 x4's, 2 l/8"at 2x6's 95101·13 TYP. STUD NOTCH -• is; a. 0 - alternate bends lap l'-(2 ) #5 vert. ars uno b scale: (none) (2) 115 ve,t. bars uno lap 7 a. 0 corner bars same size and spacing as horizontal • reinforcing. typ au earner lap .. Indicates reinforcing lap, refer to reinforcing notes 180' standard hook --.--W~I a. Q at all horizontal reinforcing or added dowels ( asshown) which shall match horizontal relnf. size and spacing I r~--footing or grade beam below per (2) 115 vertical Jamb or end bars, typ uno ______ .J plan end wall c.r...opan1ng l x 4 let In brace with (2)8d nails to each stud, (3)8d at each end (or use Simpson WB wall brace) Simpson HH header hanger (bend as req1d wh0n perP, wall has a doo r w cow r 4 x 4 corner post or (3) studs, typ, 2 x fire blocking at 10•~0• max. TYP. STUD WALL ,---(2) 2x top plates with min. splice •· lap plates 4'·0", nail with (12)16d nails each side af splice 2 x studs at l 611 oc typ. trimmer stud with 16d at 12" oc staggered, typ, king stud use dbl. king studs for openings wider than 6' .. 0" provide dbl, trimmer studs at all headers larger than 4 x 14 95101 .. 11 Scale: (none) 2 10'·0" mln. stem wall· -,-il'---------------,r- where occurs ' ~ "' ' ' ' bulldlnQ" finished grade pipe backfill persolls report footing , 2 ·~ / slee:C,' '0 1 f % ~ ~ pipe ' , , , ""!~-bottom of trench shall not Y~, (3)} extend beyond this line , ;•·, • •<'' • . 2 1 ' \ concrete fill same width as footfng, N.o.te; placed before footing Is poured Pipes more than 3'·0" below bottom of footing trench may be backfilled with compacted fill per soils report. Do not trench beneath footing after It has been poured. 95101 • 10 TYP. PIPE TRENCH door opening Scale: (none) (2) #5 bars at top of wall (2) #5 /Intel bars uno 8 w ~ footing dowels to match vertical reinforcing uno In foundation details (WI 90° std hook) pJa□.Yiew..olslngla.la\LPJ reJnrc'rclog 97116·09a3 TYP. CMU WALL REINF. Scale: (none) 13 reinforcing spaclngpe and details sizes and ~ r plan a. Q • corner lap lap ~ • Intersection Sioole I □\!flt Relalorclng alternate corner TYP. CMU WALL lap 48 bar diameters (2'·0" min.) per notes a. 0 • . corner Scale: (none) 14 ' 1 .. lap /Op • • Intersection • • Orn 1h!e I oveillelnf.mclog alternate corner 3x Joist depth to supper max, 12"m!n, 3x Joist depth o suppor max. notch l /6 of Joist depth max. depthof ~ Joist max. . . drill starter holes me diameter as notch depth blole: No other notches allowed wlthour prior approval. 16 go. strap with (2)Bd each end typ, N.o.te; Jolill,lat.ch.(elel/011Qo) i'ma 12n min, drill hole at centerline ·~ l/B"thlckx3"wl ex4tlmes"W" with (4)16d each end 1. No holes or notches In plates larger than .511W11 allowed wlfhour prior approval, 2. This detail Is not to be used at shear walls without prior approval. £lala.M.Ol.ch.(pJa!l..ldaw) 95101·12 TYP. JST.IRAFT. NOTCH Scale: (none) 3 d 90° d I, 1 :::: 6 TYP. REINF. 45' 6d (4" min) 4d (2 l /2" min) 180' D = 6d for #2 thru 117 D = 8d for #8 thru 1111 48d2 lap u.n.o. (2'·0' min) ~ wire ties ~ ;t :t .Qflse.ts..aocLSr,Jlc.es 48d2 lap u.n.o. (2'·0" min) ~wlrethas~ 1 l lap.Splices Scale: (none) -<----------concrete or masonry wall 9 dowel size & spacing to match vertical reinforcing .c: .c: ' -'1<----1-~·----·-·1-----1--11..--.....,H---! 2Xh 1.5 xh 40d (24" min:) h = 1'·6" maximum I = thickness of continuous footing TYP. STEPPED FOOTING Scale: (none) 15 top bars emu wall -----:,i,r ,--,,.,.---vertlcol bars ~-horizontal bars ------········ .. • ..... ,..1 --------..................... -......... ___ _ 2001 CBC • RESIDENTIAL CONSTRUCTION NOTES: Gencrtil: 1, All detalls, sections and notes shown qn the drawings ore Intended to be typical and shall apply.to similar situations elsewhere, unless noted otherwise. Notes and detalls on drawings take precedence over general notes and typical details. , 2. All workmanship and materials shall conform to the requirements of the , governing building code. I 3. Refer to architectural drawings for doors, windows, non•bearlng Interior 1 and exterior walls, elevations. slopes, stairs. curbs, drains, depressions, I railings, waterproofing, finishes, etc. 4, Contractor shall verify all dimensions and conditions at the site and I shall report any discrepancies to the architect/structural engineer. The contractor shall be responsible for coordination of all work and materials Jnclud/ng those furnished by sub .. controctors. 5. All ASTM designations shall be as amended to date unless noted otherwise. • 6. All omissions or conflicts between the various elements of the working drawings (and/or architectural specifications, where appllcable) shall be brought to the attention of the architect/structural engineer before proceeding with any of the work Involved. 7; All concrete Is designed by ultimate strength design, 8. Refer to the architectural specification (where applicable) for Information not covered by these General Notes or the structural drawings. 9. Continuous (or special) Inspection shall mean Inspection done continuously by a registered deputy Inspector currently licensed by the city and approved by the architect and engineer. • 10, Contractor agrees that In accordance With generally accepted construction practices, contractor will be required to assume sole and complete responsibility for Job site conditions during the course of construction of the project, Including safety of all persons and property: that this requirement shall be made to apply continuously and not be limited to normal working hours, and contractor further agrees to defend, Indemnify and hold design professlona~ harmless from any and all llablllty, real or alleged, In connection with the performance of work on this project, excepting //ability arising from the sole negligence of design, 11. The design, adequacy and safety of erection bracing, shoring, temporary supports, etc., Is the sole responslblllty of the contractor, and has not been considered by the structural engineer. Vibrational effects of mechanical equipment have not been considered by the structural engineer. The contractor Is responsible for the stability of the structure prior to the application of all walls, roof and floor diaphragms and finish material: Contractor shall provide the necessary bracing to provide stability prior io the application of'fhe aforementioned materials. 12: Observation visits tc the site by the architect/engineer's field representative shall neither be construed as Inspection nor approval of construction. 13. During and after construction, builder and/or owner shall keep loads on structure within the limits of design loads. 14. In no case shall working dimensions be scaled from plans, sections or details on the drawings. 15. Provide drainage at the base of any retaining er basement walls. 16. Shop drawings shall be submitted to the building department, architect/structural engineer prior to fabrication With sufficient time.for review of design Intent (minimum of 1 O working days). • 17. For proper field observation, the architect/structural engineer shall be notified of the various construction phases, Speclnl J1lspecllon & Field Observation: l, . Special Inspection shall be provided In accordance with CBC Chapter 17 for the following procedures: a. Structural welding (except welding performed by an approved fabricator's shop) per CBC 12701.5.5. b. Field welding (none Is anticipated, but may be required due to field conditions). c. concrete Unit Masonry (emu) per details 5/A·5,2 & 6/A-5.2. 2. Structural observation by the architect/engineer Is not required for this project. top pl, per plans header per plans wall sheathing per plans post per plans. where Indicated edge nailing fin. fir. holdown 'per plans, where Indicated, use trrmmer stud•· do not countersink bolts TYP. SHEAR WALL add ties to match vertical reinforcing size and spacing anchor bolts per plan (2 min.) block'g typ. alternate holdown location 95111 •□2 Scale: (none) horl~ontal bars Foundation: l. All foundation construction p·er Callfornla auUdJng Code, Chapter 18. 2. Refer to Preliminary Foundation Exploration by: Leighton Consulting, Inc. 17781 Cowari, Irvine, CA 92614 (949) 253·9836 Projecf No: 602066·□□1 • Dated: November 16, 2007 Solis Investigation and Its amendments shall be considered part of the contract documents. 2. Allowable sell pressure of 1,500 psi. 3. Carry all one story footings 12" Into natural grade or approved compact fill, Aclual elevation of bottom of footings shall be as directed by the soils engineer or building Inspector during construction. 4. All footings shall be Inspected by the building department prior to pouring concreto, 5. All water shall be removed from foundation excavation, prior to pouring concrete. Concrete: l. 2. 3. 4. 5. 6. 7. 8. 9. All concrete construction per California Bui/ding Code, Chapter 19, Concrete to obtain a 28 day compressive strength of 2,500 psi. 2,500 psi concrete mlx: mlnrmum of 5 sacks of cement per cubfc yard of concrete, maxlmum of 7 .5 gallons of water per 94 pound sack of cement, maximum slump of 4". Cement shall conform to ASTM Cl 50, Type II (or engineered mix design to strength), Hard rock aggregates shall conform to ASTM C33. Their maximum size shall be 1 1 /2" Inches for footings, caissons and grade beams and 1 Inch for all other work. Concrete cover at reinforcing shall be as follows: a) poured against earth ................................ ___ 3" clear b) exposed to earth but poured against forms .......... ·2., clear c) slabs on grade --------······........ at mld•helght d) main bars In beams and columns ......................... 1 l /2" cleat e) bars parallel to cold Joints ---········ .. •• .. • ...... _ •• 2" clear Reinforcing shall have a minimum lap of 48 bar diameters er 2'·0", whichever Is larger, unless noted otherwise. All reinforcing steel, dowels, anchor bolts, and other Inserts shall be secured In position prior to pouring concrete. Continuous by an approved deputy Inspector IS required when the design of the concrete exceeds 2,500 psi. Anchor bolts shall be embedded Into concrete per CBC Table l 9·E, unless noted otherwise. Concre1e Masonry Unit (CMU): 1. All masonry construction per California Building Code, Chapter 21. 2. Reinforced block masonry: assumed design strength f'm = 1.500 psi. 3. Units shall be normal weight (or lighter) concrete block, Grade N, conforming to ASTM C90 with a minimum compressive strength of 2,000 psi, 4. Grout shall be of fluid consistency, grout mix shall be (by volume) 1 part cement, 3 parts sand (fine grout) and may contain an additional 2 parts pea gravel If spaces are 4 Inches or more In every direction (coarse grout). f'c = 2,000 psi at 28 days, Grout shall be mechanically consolidated (vibrated) per CBC 2104.6.2. 5. Mortar shall be Type S, (by volume) l part Portland cement, 3 1 /2 parts sand, 1/4 to l /2 parts //me putty or hydrated lime. f'c = 2,000 psi at 2B days. • 6. Reinforcing shell have a m!nfmum lap Of 48 bar diameters or 21~011• which ever Is larger, unless noted otherwise. 7. All block walls to be running bond, unless noted otherwise. 8. Concrete surfaces shall be cleaned of all laltonce prior to setting blocks. 9. Grout solid all cells of retaining walls. 10. All expansion anchor bolts In CMU shall be IJW Ramset "Redhead Dynabo/t Sleeve Anchol' (per ICBO RR1372). Design values (based upon medium weight CMU, no spec/al Inspection uno): Bolt Diameter l /2" 0 5/8"0 3/4"0 lnstallatlon Torque * * * Min .. Embedment 21/4'" 2 3/4" 3 1/4" Min. Spacing 6" 7 l /2" 9" Min, Edge Distance 3' 3 3/4" 4 l /2" Allow. Shear 1,000 lbs. 1,610 lbs. 2,550 tbs, Allow. Tension 260 lbs, 350 lbs. 525 lbs. * Refer to manufacturer's Instructions for lnstatlatlon torque. Reinforcing Slee): , 1. Reinforcing steer shall be new stock deformed bars conforming to ASTM A615 • a) #4 bars and smaller •·-···········--· ...... _: ..... :.............. Grade 40 b) #5 bars and larger ...................... ___ .............. Grade 60 2. Electric welded wire mesh shall conform to ASTM A 185 (except at slabs on grade which may be GR40). 3. All bars shall be free of loose and flaky rust and scale, grease, er other materials which might affect or Impair bond. 4, All bends to be made cold. 5. Bars noted "CONT/, typical wall reinforcing and vertical column reinforcing shall be lapped 48 bar diameters (24" min,) at all splices. Stagger adjacent splices In horizontal wall reinforcing 4' .. 0" minimum. 6. #5 and larger bars shall not be re•bent without prior approval. 7. All welded reinforcing steel shall be ASTM A 706. Low hydrogen E90XX welding rods shall be used for welding of reinforcing bars. All welding of reinforcing rods shall be by an approved fabricator or have continuous Inspection by an approved testing laboratory. Strc1ctur.0J Sleel: 1. All steel construction per Callfcrnla Bui/ding Code Chapter 22, and the 2. 3. 4, 5. latest AISC standard practices. Members shall conform to ASTM A36. Pipe columns shall conform to ASTM A63 for Grade B pipe. All structural steel tube shall conform to ASTM A600, Grade B. Woad, l. All wood construct/on per California Bui/ding code, Chapter 23. 2. AH structural lumber shall be Douglas Fir Larch, unless noted otherwise, and conform to the grading rules of tt1e western Wood Products Association. Rerer to archltectural drawrngs for additlonal appearance 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. requirements. a) 2 x lumber •·· .. ····-··-········· ...... .. b) 4 x lumber .... ·---···• .... _ .. .. c) 6 x beams, ledgers and posts ••• d) studs (uno. on plans) l) from O ft .. to 8 ft ................ . 2) from8ft. to 14 ff ............ , 3) from 14 ft. to 20 ft •····-·· .. f) decking ---....... _ ........ .. g) trellis ................................ __ _ (All others wlll be rejected.) Grade #2 Grade #1 Grade #1 2 x 4 Stud Grade 2 x 4 Grade 112 2 x 6 Grade #2 Commerclol Dex Grade 112, Free or Heart Center h) slll plates (ptdt) ..................... -.. Const or better J) top & bottom plates ................ Canst er better k) blocking ........... ·-----·· Std or better Note, All exposed wood (both Interior and exterior) shall have resown or sandblasted texture on non.concealed faces. All sheathing shall be stamped by the American Plywood Association (APA) and shall conform to the U.S. ProductStandard (PS l) with exterror glue, Composite or non-veneered panels: comply with National Research Board report NER .. 108, Sub•floor adhesive: APA Specification AFG·Ol. lnsta! plywood and non•veneered panels per APA Construction Gulde, latest edition. Refer to structural framing plans for thickness and type of floor and roof sheathing. Refer Id Shear Wall notes for size and type of wall sheathing. • Nailing of horizontal and vertical diaphragms shall be Inspected and approved by the building department prior to covering. All nails In pressure treated lumber shall be G90 hot dipped galvanized (,90 oz/sf), minimum. All nails exposed to weather shall be common and hot•dlpped galvanized (G60) minimum. All other nails used In tlmber .. to•tlmber connections shall be common or coated sinker nails. Nailing shall conform to the applicable building code. All nails. connecting pre-manufactured metal Items (connectors, hangers, straps, etc.) to timber shall conform to the manufacturer's catalogue size and guage recommendations and applicable ICBO reports. All connectors exposed to weather shall be hof .. dlpped galvanized. All stud walls shall have fire blocklng'at 1 0'·0" oc maximum. All stud walls without finish materials on both.sides shall be blocked at 6' .. 0" oc maximum, Where wood !s In contact with concrete or masonry, use pressure treated Douglas Fir or sheet metal connectors. Unless otherwise specified, all sill plates In contact with concrete or masonry shall be bolted to the concrete er masonry with 5/8" diameter bolts at 6'·0" oc. Note: o) All bolts shall extend a minimum of 7" Into footing, with 5" minimum Into the first pour of concrete. b) Provide a minimum of two anchor bolts per piece of sill plate with one bolt located within 12" of the end. c) Provide 3/16" x 2" x 2" steel plate washers at all sill plate anchor bolts. All bolt heads and nuts which bear .against the face or wood members shall be provided with washers. Provide multiple studs for solid bearing at ends of miscellaneous beams where posts ore not shown. Holes In structural members for pipes and conduits shall comply with the building code. Minimum splice nailing of double plates sholl be as follows unless otherwise specified: (12)16d each side of splice with no adjacent splice within 4'·0". Refer to typical detail on this sheet. Face nail two piece built.up beams with 16d at 12" oc at top and bottom, Face nail members of three and four piece bullt·UP beams With 16d at 12" oc at top and bottom to alternate sides ot beam. Provide additional row of nailing at all beams greater than 12" deep. 14. Balloon frame all stud walls at sloping celllngs. 15. Pre•drlll all holes for 20d and larger nails, spikes and lag bolts. lead holes for lags shall be as follows: a) Shank portion • some diameter and length as shank. b) Threaded portion • 60 to 75% of the diameter of thread and same length as thread. 16. All pre•manufactured metal Items (connectors, hangers, straps. etc.) shall be by Simpson Strong Tie Company or Tobin Steel Company unless noted otherwise. Refer to Note 7 above concerning nailing. Shenr Wall: 1. All shear wall construction shall comply with California Building Code Chapters 23 and 25. 2. Wall sheathing shall be 3/8" thick APA rated sheathing (or 15/32" thick, APA Structural! rated sheathing), 24/0 span rating, Exposure 1. Size and nailing per shear wall schedule. Note: 15/32" thick APA rated sheathing may be subslfltuted for 3/8" thickness at owner's option. 3. Field nall lnterlar of woad sheathed shear wal~ with 8d at 12" o.c. 4. All sheatl1lng shall be applied directly to the stud, with stud spacing no greater than 16" o.c. 6. All.shear walls shall have nailing per schedule provided at top and bottom plates, all studs, and bloc king. 6,. Block all edges of wood sheathed shear walls. 7. Provide 3 x (or 4 x) members (or double 2 x top plate) at all adjoining plywood edges for shear wall P2 through P5, and double sided shear wall Pl through P5. 8. Shear walls shall run to underside of roof/floor sheathing with approved blocking as required. 9. Shear wall plates and studs shall not have holes larger than 1" 0 or any notches without the approval of the architect/structural engineer. 1 0. Provide 3 x sill plate at all double sided shear walls. All bolts shall be unfinished, conforming to ASTM A307 of sizes shown on the drawings, unless noted otherwise. NolHng Schedule: 6. Bolt holes In steel shall be 1 /16 Inch larger ln diameter than the normal Connection Nalllng size of the bolt used, except as noted. Jo~t to sill or girder. toenail _ ......................... ____ (3) 8d 7. All welds shall be In conformity with the standard Code for ARC and Bridging to Joist, toenail, each end ·•-.................. ____ (2) 8d Gas Welding of Jhe American welding society, All structural welding SIii plate to Joist or blocking, face nail .............. _____ 16d at 16" o.c. sh II b f d b tlr/ d Id I th I t I Top plate to stud, end nail ---......................... -.... -.... (2) 16d a e per orme y cer e we ers us ng e e ec r c arc process with approved electrodes. Use low hydrogen electrodes for bolts and Stud to sl/1 plate ·-···········-·····•• ............................................ (4) 8d toenail reinforcing bars. Continuous Inspection required for field welding. or 8. All shot pins used In connections to steel shall be Ramset Redhead (2) 16d end nail Serles 3300 (, l 7C/' 0), Installed per JCBO RR 1639, spaced 1 J /8" Double studs, face nail ............ -....................... -.................. 16d at 8" o.c. minimum on center and 518" minimum edg,:, distance. Allowable load Doubled top plates, face nails ............................................ 16d at 16" o.c. for each fastener Is 820 .. pounds-lrrshea(ancf85 pounds In tension wher,·--~_Top plates, laps and Intersections, face nail ........................ (4) 16d al _ ,J,K-tt----vertlcal bars base metat./s·3/16"thlck. Provide special Inspection during Installation Raftet.to._elate, toenail ............ ·----······ ... ·.... (3) Bd 1:i ' uoless·speclfled otherwise. Wider thanl·x .. asb_eathlng to each bearing, face nail ........ (3) 8d o c: ~ . . _ Built-up corner studs--........ •·--------------0 ----~------····---• 16d ot 2411 o.c. i ·[ 180' std hook As "' B u I l T 2 x planks/decking ...... ~~ ................ _.. ~~~Jig at each ,;j 11..;+t---headbars/ li:i'IR· · Clt]A• E»En IE5)y 2 ~-r--t'z~-•u•~~nlt Nll~AiJVANCE CONSTRUCTION ,IN PH 626 859 = 3900 (j0 topofwall 'v 97116·04a3 0 3 1-----------------------------------------.J91a,l5l.l/,Dlljl·B:._+-------------------------------.;...-------~~T"-t--!i~;;...~l-~~:--lir•~;, l l . l ! l . f - ...... l,l<Wl,£4,,;z;L--i.=~------------~-----------""f TYP. REINF. LAYOUT CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG Scale: (none) 20 TYPICAL CMU LINTEL REVIEWE:D: RON Y 0, C3567 ARCHITECT DE:SIGNED: DRAWN: R MG CHECKED: DATE: RON YEO, FAIA ARCHITECT, INC. ro:JJASMINE AVE, CORONA DEL MAR. CA 92625 Phone: 949-644-81 ll Fax: 949-644-0449 Scale: (no~ -l2 CONSTRU / C-3992 1---1-----l-----------'----------;----~ DATE.0: _______ _ ---·--·-·--~~-----CONST:NOTES & TYP. DETAILS f--t--.,..---,1----------;---------1-----1 MARINERS PARK RESTROOM BUILDING FONG TSE, RCE 56980 2005 D • • D • N rt B h CA PRINCIPAL CIVIL ENGINEER 1------0-'v_e_r _r_1v_e __ ew_p_o __ e_a_c_,_~--t-"""".'.::--'.="".""'.~:---1 P-5212-S ---........ APPROVAL RECOMMENDED: ...-.....----- A-5.1 R 03/01108 Plot Date~. _______________________ 1,.. ________ ..;.. _________________ .i...---~.:J..-....l=:.:.::.:.i..----------------------------"""'-...., ____ .._ ____________________ ~ NO. DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ________ .................................................................................................................................... ____ _ ------....................................................................................... . C 0 -5 • .a Q a C i1' 0 r .'l a. m ~ 8" split faced cmu.-----,iV 1 side random ashlar coursing sealant over 1 /2" foam filler at expansion Joint at hardscope, with sealant over foam filler a. .Q hardscope or\ flnlsh~~rade \ 3 o; f:r ,tt-7;-----footlng dowels to match vertical reinforcing ~~-re_f_er_t_o_p_la_n_-+- remainder of ~ Information per ~ ~ refer to plan EXTERIOR FOOTING 1 EXTERIOR FTG. AT C.T. split face texture -i---01 at extetlor surface sealant over 1 /2" foam filler at expansion joint at hardscape, with sealant over foam filler #3 ties at 8" oc t¼'+--vertlcal reinforcing per plan view 19'+---footlng dowels to m.atch vertical reinforcing .. --solid grouted emu pilaster __ , __ , __ split face texture at exlerlor surfaces ,,>l'j, ___ ,e_fe_r_to_p_l_a_n --1- PILASTER SECTION • TOILET PARTITION Scale: 111 = l 1-011 7 PILASTER PLAN refer to plan . (4) /15.vertlcal bars ~t..:::s.__ (2) #4'bars t & b AS-BUILT PREPARED B • mortar set ceramic tile coved base @ ceramic tile over mortar bed Scale: 1"-== 11-0" #3 ties at 8" ac metal door frame 2 99105 .. oa (2) # 4 bars at bottom 90~ std hook embedded Into emu wall 8. 99105-14 14 0 2 LEGEND: NOTES: 0concrete pavlng, slope to drain per grading plan - 0 provide 21x2' finish and color sample per spectncatlons. color: natural gray. sample must be approved by finish: medium broom with city prior to any form work. 6" smooth trowel banding. B concrete thickness, strength, 2 finish grade reinforcement and type per city englneer1s direction. 3 95% compacted subgrade C refer to UBC standards for 4 l /4" tooled radius addltlncl Information, CONC. WALK Scale: 1"-:::: 1'-011 3 I grout void solid -#3 lies at 8" oc emu wall where --------i>' occurs extend horlzontal-------.,--➔- wan reinforcing through pilaster PILASTER PLAN cmuwa'II -.....__ mortar set ________ .,,. ceramic tile at restroom wt coved base bond coat ---------ti mortar bed . ceramic tile bond coat reinforcing mortar bed cleavage _____-. membrane slab on grade :,, sealant o/ backer. rod compressible backup EXP. JOINT profile of column below 991Q5 .. Q9 Scale: 111 = 1•-0·1 9 99105-15 15 #3 ties at 8" oc (4) #6 vertical bars "'S>ttt-solld grouted emu pilaster 8" smooth laced --'-----l➔ emu, grouted solid, a. g footing dowels to --;\l-:<'-!---1---3'11 match vertical reinforcing morlar set ceramic tile coodltloo at restroom coved base ceramic Ille over mortar bed where occurs refer to plan ~ INTERIOR FOOTING sealant over 1 /2" foam filler at expansion joint at hardscape, with sealant over foam filler 3 9: 5 • Sco\e: l '1 = 1 •-0~ 41 -#3 tfes at 8" oc ;ft-7'1-verllcal reinforcing per plan view 1,1<--,i---footing dowels to match vertical reinforcing -<&<C..,,"-,,4I+1-solid grouted emu pilaster • I ,,>l'j, _____ re_f_e_r t_o_p_la_n _____ re,ir'-' forcing per pion ' COLUMN SECTION 10 sealant over l /2' foam filler at expansion Joint at hardscape. with sealant over foam filler hardscape or finished grade ' ' ' ' ' ••"ii2•i"• min __ , __ , __ , refer to plan ' ,' ,' ' ' ' ' ' ' ' ' ' ' ' I 99105 .. 71 FOOTING AT DOOR Scale: l 1 /2" = l ' .. Q" 16 I #3 ties at B" oc 21-011 : llil"""'i:rrt-17'"""7'-Hrrmlll41 -I-(4) #6 vertical bar~ Lu.'.'21:H-SOlld grouted emu! pilaster I 8" smooth faced --_;i;::t:,,. emu, grouted sol!d, provide special mortar set ceramic tile lnsnecttoo fot bottom 41-8'1 af wall 51/4" • V """'>H-,4-/l 5 l / 4" co.n.d.ltloo at restroom a. g C: 'E ~ 115 footing dawels---t--il?'I at l 611 oc each face, pro.\'l.da.spe.ciol inspection tar bottom 41-8" of woll coved base [ ceramic Ille over mortar bed where occurs _ .. _, __ , --,--, e'if------(1) #4 bar 1 & b __.~(3) #4 bars al bottom ~i~-_________ re_f_e_r t_a_p_la_n _________ -,i'J INTERIOR FOOTING sealant over 1 /2" foam filler at expansion joint at hardscape, with sealant over foam filler hordscape or flnlshe.d grade\ - -:: "' 1o'c1:fiml g ~ rrt":11-11 - flush threshold \~ortarset \ramie tile _, __ , __ , __ 5 11 refer to plan FOOTING AT GATE slope I /4" per foot concrete slob w/ #4 bars at 8" oc each way 99105 .. 72 Scale: l 1 /2" = 11-011 17 thlnset ceramic tile at diaper table a. condition at restroom. .Q C: dotted line Indicates .. E extent of contrasting ::o Ille at trench drain a:, atmen1s(E) at women1s (E) , __ , __ / ceramic tile over 6" dotted line Indicates extent of contrasting tlle at trench drain trench drain (bottom slopes to drain}, use cove and bullnose units coved base @ (1) #4 bar I & b (3) #4 bars at bottom mortar bed __ ~-'-"-+"-1--"'¥--:.,_ _______ --:, '-11 " iii' fl q \4 bars at 16" oc j refer to pion -+-~ CHASE WALL FOOTING scale: 1 !' "" 1 '-011 sloped tile cap , It! ii L' Ii\ 4-7":.+-r-'-.. ~ .. ,-'-'.-•-,_.;._.. bullnose tile at 1 ' ' j I • I I : I all corners '--..__, .... L .. 1 i I • • i I 8" emu wan, grout ~r----+= .... +.~_"'j""_,"'. #. L .. -~LJ_, i __ , . · solldW/#4bars 1 , ; I i , i : at 811 cc each way ..... ,-.. ,1 ...... ""j""·:T"'T ......... i .. ·•"l'""t" ....... shore during construction ! ; l f I i ... .1 .... ~ ......... ,: .... : .... + .... · ---t .... ""•·:-•· 6 'V 99105 .. 12 URINAL SCREEN Scale: l" ~ 1 '-011 note: emu partition door keep W/ stainless steel ~ attached W/ vandal resistant expansion anchors . mortar set ceramic tlle, typ emu wall wall post w/ 1 /4" 0 stainless steel vandal resistant expansion anchors at 811 oc .. door to handicap stall shall provide 34" min. clear opening when door Is open 90' -door to nan .. handlcap stall shall provide 24" min, clear opening when door Is open 90° 12 99105 .. 73 TOILET COMPART. DOOR Scale: I /1 /2" = l ' .. Q" 18 ff 3 ties per plan NILE ADVANC .. CONSTRUCTION ,IN PH \626\ 35' .. 3900 · E8 F ~2s 85 3901 thlnsetceramlcllle split face texture, ~~ ~, -ax O _ • _ 111m over smooth face oll sldes , ' C'l:.:: refer to plan ,, emu all sides I 1 "---t'H-:r-:;i""fH-'-7'--7',-;,''-;fH--@ !. reinforcing per. plan 99105 .. 24 ~ Wl~l Wl~.2 1---------..:'·~---------+-----------~·,""/-------a-----------------...... ----------------....... -----------------1------------------1 ~p•"" I CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ~'lrnr:::rn== -- / , __ _.,.,,.,~ 20 COLUMN PLAN Scale: 1" = l' .. Q" 21 COLUMN PLAN scale: 1" = 1'·0" 2f DIAPER TABLE Scale: l /l /2" = 1 ' .. Q" 23· GRADE BEAM Scale: 111 = l 1-011 24 C-3992 REVIEWED: APPROVAL RECOMMENDED: DETAILS A-5.2 MARINERS PARK RESTROOM BUILDING FONG TSE, RCE 56980 2005 D D ' N rt B h CA PRINCIPAL CIVIL ENGINEER 1-----o_v_e_r-,-r_,v_e __ e_w_p_o __ e_a_c_, ___ +------~~~--a DESIGNED: R DRAWN: MG RON YEO, FAIA ARCHITECT, INC, CITY OF NEWPORT BEACH P-5212-S &:OJASMINEAVE,CORONA DELMAR, CA92625 1----+-----l-----~-----,----------+----I CHECKED: R DATE: 03101108 Phone:949-6,1,1 .. 8111 Fax: 949-644-0-149 No. DATE DESCRIPTION OF REVISIONS DATE.~:-------PUBLIC WORKS DEPARTMENT SHEET 9 OF 17 nl ... ~ r,,..~,.'-----------------------------------------------------------.1,--_;;:i.....; ... _________________________________ ..i., ____ ..i., __________ ~----------i---...i-----------L-------------------------------- O; 6 -"1 "' 'h-----t--+--1-it-- © 7 --E--+-+--1---f;.--::::,-=...-_+----l K © i ' © E ® © 0 ® B ® 2 x 3 x .1/4 steel tube 1 1 /2 x l /4 steel bar (align faces at center of steel tube) 1 /4" 0 smooth steel bar at bock side oil 1 /2" bars 2" 0 hollow steel boll 1 /2" square steel bar X brace at centellne of steel lubes 1" 0 steel button or rivet on exterior foce 1 /8" smooth steel plate on Interior face of X braces 1 1 /2' 0 loop for padlock welded to gate <c+1c----rafter per plan \I l.:'./~\~E----1 /4" steel plate welded to perimeter tube, with [ . (2) l /2" 0 x 3" lag screws ., at 3" oc to rafter @ ~2X3xl/4steeltube typical as shown @__ . , ~ ~\. .. ";.:1 • • • --:~·,,, .. ' .. 1------10 1..-1-1-----+-lll-l-<® 0 ' . rr o. Ql ~ i - G -.l__ I 17tu. -+-l---_--__---=i:=t A : . ,- i B ~ © 2 x 3 x l /4 steel tube © 2 x l /4 steel bar (align faces at center of steel tube) • © 1/4" bars ® (not used) CD 1" 0 steel button or rivet on exterior face 0 top of emu wall ® edge of tlrnber framing 0 0 • C. 'Ql ->-- oc.ta, refer to 11 / A-5.4 l for notes & keynol·es i ' . i ' . er o. Ql ,:- ct'., uP i M-+-L6 x 3 x l/4x 6' long welded to steel tube, with (2) l /2" 0 3" I-.LL __ ,LL __ .J..:l==sW:='1'-1-expanslon anchors eq eq typ typ 211 typ 31-0" typ eq ty 2" typ 3" to emu wall, provide two attachments at each side tube 0 3/4" 0 slide bolt on ,, Lo · ol----lol----lot----1 . 0 K-~-++--l-(Sl ~ i - NOTE: See ffi for wall bracket connection back side of gate 0 2 x 2x 1/4 steel tube w/ ~/ ~/ ' O' Cl. i Ql ~ 1-~--'---I 1----,--,---10,_ ___ , _ _, ' C\lc,,) 1---1--'"c-~ 1----l-r;---+ '1:i 99105-63 (3) 3/8" 0 bars embedded Into epoxy filled lioles In emu wall. 1 /211 clear at top and bottom / o,_ __ ... o,_ __ 4 0,_ __ _,01----101----10,_ __ ' 0 STEEL ESPALIER GRID Scale: 3/411 = l'-0" 6 from lintel/slab 0 emu wall "' -¾-"'!c----t---t---1-1•--------------'I °''~, -<------< J 0 (3) heavy weight five knuckle rr " .exterior 01e.'Jla11on M J plan view STEEL GATE DOORJAMB i :j gate locked ' ' 1 open ll<e(=" ---i N '" ® '" "' '" '" "' 111'1 111 l Ill I C B F gate locked closed \_ hollow metal door hollow metal door frame wlthmasonry anchors, grout solid ''--h4--_:.:::::~ reinforcing per <\I foundation details r-::----,::,,--spllt face texture 99105-65 13 AS-BUILT PREPARED BY ball bearing hinges @ L4x3xl/2 w/ 1/2", exp bolts to emu (to lock gate open) ® ceramic111e n.c.te.:. fabricator shall provide shop drawings showing all connections all welds at steel tubes shall be ground smooth galvanize after fabrication (no field welding) field verify meashurments, contact architect with any dlscrepencles rake tile underlayment 99105-61 Sco1e: 3/4,. :c 1'-011 Scale: 311 = 11-011 roof sheathing _2 x decking rafter 8 14 2 x 3 x 1/4 steel tube [Lu1<---L3 x 3 x 1/4 x 6" welded to perimeter tube, wl!h (2) 1 /2" 0 exp, anchors 'at 3" oc to emu wall (use l /2" 0 x 3" lag screws where timber sill occurs) 77 c.,t-cmu wall (or timber sill at dormers) YI--------------- STEEL GRID SCREEN spllt faced cmu1 random ashlClr layowt bull nosed .edge • ' DF ALCOVE AT WJM. RR'S ridge tile ridge nailer underlayment mural @iD back wall @:® drinking fountain wall plate 99105-75 Scale: 311 = l '-0" roof tile roof sheathing .15 NILE ADVANCE CONS PH (626) 859 = 3900 Fax {626) 859 -3901 99105·76 99105-77 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG 19 GABLE EN~ Scale: 311 = r-011 20 RIDGE REVIEWED: RON YEO, 3567 ARCHITECT DESIGNED: DRAWN: R MG CHECKED: DATE: Scale: 3" = 1'-0'1 RON YEO, FAIA ARCHITECT, INC. OCOJASMINE AVE, CORONA DEL MAR. CA 92625 Phone:949-6-14-8111 Fax:949-644-0449 21 eq , tvp E eq typ 2" typ 31-011 typ < CD u .0 .. .. . rJ M, uu , 2" typ ' :.~. /.~"., 1-l» up--5" typ I 2" typ 3'·0" typ 11" cir (refer to exterior elevation' for location of X bracing)! i 0xterlar elevnlloo D C E F 1;1 cir n.aies: fabricator shall provide shop drawings showing all connections all welds at steel tubes shall be ground smooth • • galvanize oner fabtlca1lon (no field wetdlng) split face texture - J:::::::✓-= hollow metal door -+----,1,CT/ frame wlthmasonry anchors, grout solid hollow metal door _,_ __ _,, w1-----------------------~-- caulk flash tile to match roofing underlayment roof sheatlilng 2 x ptdf -....::,,.._,,--, ledger/sill w/ 5/8" 0 abat 2411 OC ~ +7'-6" W -------· r x2trlm, typy l ' 5/8" Tl· 11 plwd , . ( i momset 2 ~ 4 sofflt Joists ; ceramic tile { at tt)l~oc f i emu wall • DF ALCOVE roof tile~ underlayment ~-~ ""'";,, copper flashing 2 x shaped fascla EAve· 161 roof sheathing 2 x decking rafter w/ radlused end and. edges 99105-78 caulk flash 5/8" 0 ab at 2411cc Iii' +7'-6' 99105-62 Scale: 3/411 = 11-011 11 tile to match roofing underlayment mortar set-----H,'--11''-;,f-t->!I DOOR HEAD (JAMB SIM.} Scale: 311 = l '-o~ (2)1/2"0x21/2" expansion anchors to emu wall af each L bracket• per structural notes r+-----L6 x 3 x 1/4 x 6" long welded to steel tube near each corner see detall 6/ A-5.4 12 ceramlc re at restroom emu wall ~----H's-Al tube steel per plan ----!~f 99105-63A ELEC'L CLOSET Scale: 1 l /2" = l '·O" 17 CMU WALL BRACKET Scale: 1 /2" = 1 '-0" 18 23 24 C-3992 APPROVAL RECOMMENDED: DETAILS A-5.4 MARINERS PARK RESTROOM BUILDING FONG TSE, RCE 56980 2005 D D • N rt B h CA PRINCIPAL CIVIL ENGINEER over nve ewpo eac ' 1--------------------1---------1 CITY OF NEWPORT BEACH P-5212-S l---+------1-----------;-----------+-----lDATE~: _______ _ PUBLIC WORKS DEPARTMENT SHEET 11 OF 17 NO. DATE DESCRIPTION OF REVISIONS R 03101/08 Plot Date~.----------------------------~------------------------_,,_ ____ .._ __ .... ..._...,.,.. _____________________________ __. __ .._ ____ ..._ ____________________ ~,_ __ £ f !1! 0 0 C ai C C g 0 s £ E' 0 .5 t 8 0 'O C) C 0 ,: " C) .lJ £ g !1! 0 ~ g Cl a, ~ C) f=. FILUMBING FIXTURE SCHEDULE: SIZES MARK FIXTURE W V CW DESCRIPTION COl Cleanout DFl Drtnklng Fountain FOl Floor Drain FD2 Floor Drain HAl Hammer Arrestor HBl Hose Bib HB2 Hose Bib Ll Lavatory ·u1 Urinal we, Water Closet WC2 Water Closet TPl Trap primer Note: 6" 2'i l 1/2" l/2" 2" 2" l /2" 2' l l /2" 11211 1" l" l " 2'. 2" 1/211 2" 2" l" 4" 2" 1 1 /'l' 4' 2" 1 1 /2" l/2" Jay R. Smith 4053-PB-V square polished bronze cleanout, with vandal resistant screws. Haws 11119.4 stainless steel wall mounted high/low drinking fountain with back panel ' ' Jay R. Smith 3301-Y-NB-P-U, complete with 4" x 8" rectangular nickel bronze top vandal proof screws and trap primer. Jay R. Smith 3041-Y-NB-P-U, complete with 8" diameter nickel bronze top, vandal proor screws and trap primer. Jay R. Smith 5020 Hydrotrol stainless steel water hammer arrestor, precharged, (Provide one at each fixture.) • Jay R Smith 5509, recessed wall type with l" wafer Inlet, stainless steel box and face, Integral vacuum breaker and locklng door. Acorn 8121, wall mounted with Integral vacuum 'breaker. Acorn 1953-1-DMS-4-FG-GE Dura-Ware, 22" x 18", wall hung lavatory, 14 gauge type 304 stainless steel, complete with Sloan Optima No. ETF-66 sensor activated faucet with 4" deck plate and transformer, 120 VAC to 24 VAC, Acorn fixture mounting, grid strainer with close elbow and LA pattern p·trap. 2,2 GPM maximum, Acorn 1705•W• l-SW-TW2-ULF, blowout Jet, wall hung urinal, back spud, 14 gauge type 304 stainless steel, fixture mounting, wall sleeve and through wall waste connection with cleanout complete with Sloon Royal No. 152· l .0-ES-S·YB sensor activated flush valve, 1.0 GPF maximum. Acorn 1675-W-l·HS-SW-ULF, G1owout Jet, wall l1ung toilet, elongated bowl, back spud, 14 gauge type 304 stainless steel, fixture mounting, through wall waste connection with cleanout, open front hinged seat and wall1sleeve, complete with Sloan Royal No, 152·1 .5-ES·S:YB sensor activated flush valve, and .Smith carriers (model as determined by contractor). 1.6 GPF maximum. same as "WCl" except mount as per State of California, Title 24, Handicap Regulations. P.P.P, no. P-2, copper body, adjustable, complete with 112' copper type "L" pipe to receptor, Provide with ball-type shut-off valve. ' drainage grates located In accessible areas shall have openings less than 1 /2" wide In the direction of travel. ASa BUILT PREPARED BY1 NILE ADVANCE CONSTRUCTION ,INC PH (626) 859 '3 3900 Fax (626) 859 = 3901 PLUMBING SCHEDULE DETAIL TITLE Scale: 1 /1 /2" • 1 '•O" 19 DETAIL TITLE CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG X X X Seo le: 1 / l /211 = 1 1·011 DETAIL TITLE 20 REVIEWED: B Ibll.lfil Block at 9{Elli 8 X 8 , • .,-:,::;,:;,,T'.:,y/~; ;~~~{!~]~~]~~~~:~: :-'):>'l, ;;l'1c>'J: /:tf?~:i :tj!}li!it rii~§t§ i\fif f:~~ •t· •.:• •.:• ·-:· ·.:· ·-:· ,:, ·-:· ·.:-~:• , ·.~:: :-:: :-:::• ~1~1~.ri1ir~ii1~; :: :-:.·;::: .~:.-:::: :-::. :':(/K;~:'.:.':\;~:;:~:··:; 5:,::::i:::::M)i'.< ]j;J0}1~~f~:1J:tJ:)j(N)i B 6' 1. Thrust blocks.shall be Installed In every change of direction. 2. Thrust blocks are for 15011 class A/C cast Iron or pvc pipe based upon 1000 psf soil bearing pressure. (PVC shall not be used for potable water piping.) 95101-14 TYP. THRUST BLOCKS Scole: (none) 21 DESIGNED: DRAWN: RON YEO, FAIA ARCHITECT, INC. S:OJASMINE AVE, CORONA DEL MAR, CA 92625 Phcne: 949-6448111 Fax: 949-644-0449 R MG CHECKED: DATE: FILUMBING NCITES1 1. All work shall conform to local government building standards and the latest edition of the Uniform Plumbing Code, 2. All below grade waste piping shall run at 114" per toot slope, minimum . 3. All wall mounted plumbing fixtures shall hove through wall stainless steel connections and shall be capable of re~stlng 2000 pounds without detlectlon and 5000 pounds without permanent damage, 4. Piping Materials: a,) Waste: hubless cast Iron b,) Vent: ·2 112" dla. and smaller -schedule 40 galvanized pipe and fitting •3" dla, and larger• some as waste piping c.) Water: •above grade -Type "L" with wrought copper solder filling -below grade -lype "K" with wrought copper solder llttlng d.) Valves: • ball valves (Nlbco, model 580 or equal), e.) Hangers and supports: as manulactured by super strut 5. Some piping has been intentionally oversized or doubled up • beyond minimum requirements for maintenance purposes . Pipe sizing shall be per drawing. Where not noted, pipe sizing shall be as follows: a.) all waste lines shall be 4" b,) all vent piping shall be 2" c. all water piping shall be 2" d. No work shall be covered until It has been Inspected, tested, and approved by authorities having Jurisdiction. PLUMBING NOTES 1: D l j 2" cw -reler to clvll plans for POC I and back flow device ---;1 ' I [ D ~ I :0 I I RESTROOM BUILDING PLUMBING PLAN I 6. No work shall be covered until It has been Inspected, tested and approved by the aulhorltles having jurisdiction. 7. Contractor shall arrange and pay cost for meter Installation, sewer connections, permits, etc. 6. contractor shall verify size, depth, location, and adequacy of all utilities, Including meter locations and sewer Inverts prior to start or work. 9. Contractor shall Install cleanouts where located and as required by code, and must be readily accessible. The contractor shall coordinate all cleanout locations with equipment, cabinets, etc. and the Architect prior to any , Installation, ; 10, All lines underground shall be located away from bearing ; tootlngs as per typical pipe trenching details, this sheet. ' 11. Install backflow preventer devices as required by local codes. 12. Contractor shall be responsible for verifying that equipment being provided and Installed by him will flt dimensionally In locations shown on the contract drawings, 13. Refer to floor plans and Interior elevations for handicap fixture locations and mounting heights. (Insulate all exposed hot water and drain piping below handicap lavatartes and sinks with Armstrong "Armoflex: or equal.). i 14. Coordinate all plumbing work so as to avoid Interference wit!, I electrical and mechanical equipment and structural framing, • 15. All piping shall be wall mounted with Unlstrut hangers where possible, 16. Chose waterlines shall be Installed overhead, not underground. POC APPROVAL RECOMMENDED: D water demand: ~ 89 fixture units ij 65gpm Plumbing Legend north symbol abbr,;,vlaUon s ------- s -------V ---cw ii fd n-co t---co II> Oil sov -hb PLUMBING LEGEND Plumbing Plan Scale: 1 / 411 = 1 •.01 description soil or waste (below grade or floor) soil or waste (above grade or floor) sanitary vent cold water floor drain cleanout cleanout In slab shut off valve hose bib P-1.1 MARINERS PARK RESTROOM BUILDING FONG TSE, RCE 56980 2005 D D • N rt B h CA PRINCIPAL CIVIL ENGINEER over nve ewpo eac ' 1---1-----+-------~--.,....----------+----DATE.~=-------- NO. DATE DESCRIPTION OF REVISIONS 1------------------------'1------•---1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R 03/01/08 Platbatel!., -----------------------.i...--------------------------..J.----=--•-••----------------------------...,_ .... ____ ..._ _________ ,;,-_________ .._ ___ ...., _________ ..., _____________________________ _ SHEET 12 OF 17 -------------------------------------------------------------------~---------~----"---·-·--~"·"""~---------------------------------------------~ PLUMBING FIXTURE SCHEDULE: SIZES MARK FIXTURE W V CW DESCRIPTION co, Dfl FDl FD2 HAl HBl HB2 Ll ·u1 we, WC2 TPl Note: Cleonout Drinking Fountain Floor Drain Floor Drain Hammer Arrestor Hose Bib Hose Bib Lavatory Urinal Water Closet Water Closet Trap prtmer 6" 21i" 2" 2" 211, 2" 4" 4" Joy R. Smilh 4053-PB·V square.Polished bronze cleonout, with vandal resistant screws. l l /2" 1/2" Hows 11119,4 stainless steel wall mounted high/low drinking fountain with back panel ' 2" 1/2" Jay R. Smith 3301-V-NB-P-U, complete with 4" x 8" rectangular nickel bronze top vandal proof screws and trap primer. • • 1 1/2" 11211 Jay R. Smith 3041-Y·NB·P·U, complete with 8" diameter nickel bronze top, vandal proof screws and trap primer. l" Jay R. Smith 5020 Hydrolrol stainless steel waler hammer arrestor, precharged. (Provide one at each fixture.) 1" • Jay R Smith 5509, recessed wall type with l" wafer Inlet, stainless steel box and face, Integral vacuum breaker and locklng door. l" Acorn 8721, wall mounted with Integral vacuum breaker. 2'' 1/2" Acorn 1953•1-DMS-4-FG-GE Dura-Ware, 22'' x 18", wall hung lavatory, 14 gouge type 304 stainless steel, complete with Sloon Optima No. ETF-66 sensor activated faucet with 4" deck plate and tronsform91, 120 VAC to 24 VAC, Acorn fixture mounting, grtd strainer with close elbow and LA pattern p-trop. 2.2 GPM maximum. 2" l" Acorn 1705-W-l-SW-TW2-ULF, blowout Jet, wall hung urinal, back spud, 14 gauge type 304 stainless steel, fixture mounting, wall sleeve and through. wall waste connectton with cleanout complete with Sloan Royal No. 152-1.0-ES-S-YB sensor activated flush valve. 1,0 GPF maximum. 2" l 1/2" Acorn 1675-W-l-HS-SW-ULF, ~lowout Jet, wall hung toilet, elongated bowl, back spud, ·14 gouge type 304 stainless steel, fixture mounting, through wall waste connection with cleanout, open Iron! hinged seal and wall1sleeve, complete with Sloan Royal No. 152-1,5-ES-S-YB sensor activated flush valve, and _Smith carriers (model as determined by contractor). 1,6 GPF maximum. • 2" l 1 /2" Some as "WCl" except mount as per State of Collfornla, Title 24, Handicap Regulations. 1/2" P.P.P. no. P-2, copper body, adjustable, complete with 1/2' copper type "L" pipe to receptor. Provide with ball-type shut-off valve. drainage grates localed In accessible areas shall hove openings less than 1 /2" wide In the direction of travel. AS-BUILT PREPARED BY NILE ADVANCE CONSTRUCTION ,I PH -(626} 859 m 3900 Fax {626} 859 = 3901 PLUMBING SCHEDULE SEWER LINES WATERLINES· EB CLEAN OUT BACK FLOW PRE VE, TER I C DETAIL TITLE Scale: l /l 12" = 1 '-0" 19 DETAIL TITLE Scale: 1 /1 /2" = l '·O" CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG X X X 20 -... -------t----+--~-----------,E9 MATCH LINES ON SHEET 15 OF 17FOR SITE PLUMBING WORI(S DETAIL TITLE Ihn 1st Black ot QQG El I Pine Size A B s.3'. lt:S" 16" " •v " TYP~ THRUST BLOCKS Scale: (none) 21 PLUMBING NOTES1 1. All work shall conform lo local government building standards and the latest edition of the Uniform Plumbing Code. 2. All below grade waste piping shall run at l 14" per toot slope, minimum. 3. All wall mounted plumbing fixtures shall have through wall stainless steel connections and shall be capable of resisting 2000 pounds without deflection and 5000 pounds without permanent damage. 4. Piping Moterlafs: a.) Waste: hubless cast Iron b,) Vent: -2 l /2" dlo. and smaller• schedule 40 galvanized pipe and titling •3" dlo. and larger -same as waste piping c.) Waler: -above grade -Type "L" with wrought copper solder fitting -below grade• Type"~" with wrought copper solder fltttng d.) Valves: • ball valves (Nlbco, model 580 or equal). e.) Hangers and supports: as manufactured by super strut 5, Some piping has been Intentionally oversized or doubled up • beyond minimum requirements for maintenance purposes . Pipe sizing shall be per drawing. Where not noted, pipe sizing shall be as follows: a.) all waste lines shall be 4" b.) all vent piping shall be 2" c. all waler piping shaff be 2" d. No work shall be covered untll It has been Inspected, tested, and approved by authorities having Jurisdiction. PLUMBING NOTES I D 2' cw .. refer lo civil plans for POC and bock flow device ------,, 6" sewer -refer to civil -1 ---......... .. , I I l d; :. ('1: : , ' Ll ' ' ·~ ff""'"" .... ... •. " ~· .~• .., ,1 1r I • ·" ',',,,,,:,,,{.f-, T ' I ' ' ' ' ' I I I I -11 I I .___ ____ _j\ ________ :--·--···1I \ I ! -,I I -~"·•-----.. D RESTROOM BUILDING PLUMBING PLAN I 6. No work shall be covered unlll It has been Inspected, tested and approved by the authorities having Jurisdiction. 7. Contractor shall arrange and pay cost for meter lnslallallon. sewer connections, permits, etc. 8. Contractor shall verify size, depth, location, and adequacy of all ullllttes, Including meter locotlons and sewer Inverts prior to start or work. . 9. Contractor shall Install cleanoufs where located and as required by code, and must be readily accessible. The contractor shall coordinate all cleonout locations with equipment, cabinets, etc. and the AIchltect prior lo any lnstallallon. 10. All lines underground shall be located away from bearing footings as per typical pipe trenching details, this sheet. 11. lnstoil backflow preventer devices as required by local codes. 12. Contractor shall be responsible for verifying that equipment being provided and Installed by him wlll flt dimensionally In locations shown on the contract drawings, 13. Refer lo floor plans and Interior elevaflons for handicap fixture locations and mounting heights. (Insulate all exposed ho! water and drain piping below handicap lavatories and sinks with Armstrong "Armoflex: or equal.). 14. Coordinate all plumbing work so as to avoid lnterterence with electrical and mechanical equipment and structural framing. 15. All piping shall be wall mounted with Unlsfrut hongers where possible. 16. Chose waterlines shall be Installed overhead, not underground. 11 vtr i _y;:c::),'-" ___ Q 1·-..-.·:::.~ I • , -, \ \ ' =i:==•1 ,.J ., -~;:::·~ .... "' ~,--.. ,.,. .......... \ __ -__ ,,_J __ ,._,., _____ 7 -·· .. /~7 ... ,::: .. ,\ ' ·, A 1 provide one at each fixture _\c--· __ ..._ ___ ---'='---'---' D water demand: 89 fixture units 65gpm Plumbing Legend symbol ------- ---------- I n- ~--- ►◄ - north abbreviation s s V cw fd co co sav hb PLUMBING LEGEND Scale: l/4" = l'-0" description soil or waste (below grade or floor) soil or waste (above grade or floor) sanitary vent cold water floor drain cleanout cleanout In slob shut off valve hose bib -C-3992 REVIEWED: APPROVAL RECOMMENDED: Plumbing Plan P-1.1 MARINERS PARK RESTROOM BUILDING RON YEO, 567 FONG TSE, RCE 56980 2005 D D • N rt B h CA ARCHITECT PRINCIPAL CIVIL ENGINEER over rive ewpo eac ' 1----------------------1--------1 DESIGNED: R DRAWN: MG RON YEO, FAIA ARCHITECT, INC. CITY OF NEWPORT BEACH P-5212--S f:OOJASMINE AVE,CORONADELMAR, CA9'lff}5 1----+------,1--------'------'-----------1----1 DATE CHECKED: DATE: Phone: 949-6448111 Fax: 949-644-0449 NO DATE DESCRIPTION OF REVISIONS .,_: -------PUBLIC WORKS DEPARTMENT SHEET 12 OF 17 Plot Daiei.. ______________________ ...., __ .;.. _______________________ ..,1, ___ ...,:R:.:.:i, __ ~0~3/_;0.:,:11~08;:.&. ___________________________ ..,. ... _· -----------------i-----------------------------------------------..i.---=-•----' ----------____________ _!_ -----------------------------------------------------------~ ---"-'-~-n...•n~--------------···-------.----------~----------------------------------------------~ ,,, ·w "' .µ ' 1/2"C-3#12 & 1#12 GR□. THWN CU. --- TO PANEL "R" TO PANEL "R" HOT r:-, ----tt--;,----+--l 1 . (3) l3) 120V ,......, ,.., R-13 Cel = ' SPARE jc) ' = • SPARE NEUT ---++___. ____ ._ -1-----11-'-------,_ - -112"C-2#12 & 1 3 1#12 GRO. THWN CU. TO RESTROOM LIGHTS TO RESTROOM BLOG EXTERIOR LIGHTS L__ LIGHTING CONTROL CABINET, 20" X 20" X 6"D·OR AS REQUIRED, WITH DOOR LOCK KEYED TO MATCH PANEL CD MOUNT ADJACENT TO PANEL 'R" REFERENCE NOTES: ELECTRONIC TIME SWITCH, 7 OAY TWO-CIRCUIT , INTERMATIC#ET70215C ' I I PHOTO-CELL CONTROL, 120V, FISHER PIERCE FPN7790B TWIST LOCK PHOTO CELL WITH INTERMATIC K122 PHOTO CELe SOCKET ON TOP OF WEATHERPROOF BELLBOX. EXTERIOR WALL MOUNTED, SEE ARCHITECTURAL DWGS. 30ACONTACTS, 2 POLE, 120V COIL ELECTRICALLY HELD LIGHTING CONTACTOR : SQUARE D CLASS 6903, TYPE LG20 OR EQUAL. TYPE FIXTURE d o~ ~ Q 0 0 3 :i ~ ;;, L1. LIGHTING FIXTURE SCHEDULE LAMPS "' cj g WATTS d AND z 120 1 120 2 120 2 120 2 120 2 120 1 TYPE 100W MH 13W CFL 26W PLC 32W F32T8 32W F32T8 32W F32T8 • MOUNTING DESCRIPTION & VARIATIONS WALL MOUNTED VANDAL RESISTANT HID FIXTURE • 12.4" SQUARE X 9" 0 WET LOCATION LISTED WALL MOUNTED VANOAL RESISTANT COMPACT , FLUORESCENT FIXTURE . 13.2" DIA, WITH PEARLESCENT HIGH IMPACT CRYLIC LENS WET LOCATION LISTED CEILING/SURFACE MOUNTED VANDAL RESISTANT COMPACT FLUORESCENT FIXTURE 14" SQUARE X 3.5" D WET LOCATION LISTED 4 FT. CEILING/PENDANT MOUNTED VANDAL RESISTANT FLUORESCENT FIXTURE WffH POLYCARBONATE LENS ELECTRONIC BALLAST 4 FT. WALL MOUNTED VANDAL RESISTANT FLUORESCENT FIXTURE WITH POLYCARBONATE LENS ELECTRONIC BALLAST 4 FT. CEILING/PENDANT MOUNTED VANDAL RESISTANT FLUORESCENT FIXTURE WITH POLYCARBONATE LENS ELECTRONIC BALLAST KENALL MANUFACTURER & CATALOG NUMBER # 1212FD C DB 100M 120 KENALL # MR13EL PIA DB 13 2120 KENALL #S1414L P DB 26Q 2120 PFC KENALL #SH848232EB1120PM KENALL # SH548 232 EB1120 KENALL # SH548132 EB1 120 1. 2. 3. 4. 5, 6. 7. 8, 9. I ELECTRICAL GENERAL NOTES I I . ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL.STATE, COUNTY, LOCAL CODES, RULES AND REGULATIONS OF GOVERNING AGENCIES HAVING JURISDICTION AND THE PRESENTLY AdOPTED EDITION OF THE CALIFORNIA ELECTRICAL OO~(CU) I THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND COMPLVWITH INSPECTION REQUIREMENTS. i ALL UTILITY SERVICE REQUIREMENTS AND EXACT LOCATIONS OF SERVICE FACILITIES SHALL BE VERIFIED BY THE •. , I , CONTRACTOR PRIOR TO SUBMITTING THE BID. SUBMITTAL OF BID INDICATES CONTRACTOR'S COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED: l ' I ALL MATERIALS SHALL BE NEW, UL LISTED AND APPROVED AS APPROPRIA,TE. MATERIALS SHALL MEET THE APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY, AND ALL GOVERNING AGENCIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, UL, NEMAANDNBFU.,INSTALL • ' PER MANUFACTURER'S RECOMMENDATIONS. I ' I ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. INSTALL THE ELECTRICAL SYSTEMS WITHOUT INTERFERRING WITH DUCTS, PIPES OR OTHER SYSTEMS, i · I ALL CONDUCTORS SHALL BE STRANDED COPPER WITH TYPE THHN/THWN'soo VOLT INSULATION, MARKED 24' ALONG ITS ' LENGTH SHOWING MANUFACTURER'S NAME, MAXIMUM ALLOWABLE VOL T~GE AND SIZE. DELIVER THE WIRE TO THE SITE: IN UNBROKEN PACKAGES. MINIMUM SIZE OF WIRE SHALL BE NO, 12 AWG, UNLESS NOTED OTHERWISE:. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN COMPLIANCE WITH OSHA. , ' CONDUIT BELOW GRADE SHALL BE PVC SCHEDULE-40 WITH CODE SIZED GROUND. ALL CONDUIT SWEEPS AND RISERS AND STUBS ABOVE GRADE SHALL BE RIGID STEEL CONDUIT WITH HALF-LAPPED TAPE COVERING OR WITH FACTORY COATED PVC. ALL EXPOSED CONDUIT SHALL BE RIGID GALVANIZED STEEL. ELECTRICAL METALLIC TUBING ( EMl) MAY BE USED IN INDOOR DRY LOCATIONS NOT SUBJECT TO PHYSICAL DAMAGE. UTILITY COMPANY CONDUIT SHALL BE PER REQUIREMENTS OF.THE UTILITY COMPANY. I I ALL FEEDERS RUN IN NON-METALLIC CONDUITS SHALL HAVE GREEN GROUND CONDUCTORS SIZED IN ACCORDANCE WITH APPLICABLE CODES. THE CONTRACTOR SHALL MAINTAIN UNIFORMITY AND CONTINUITY OF THE GROUNDING SYSTEM. . • I ALL CONDUIT ONLY ( C.O) SHALL HAVE A 3/16" NYLON PULL CORD OR R(?PE, AND SEALED IN ACCORDANCE WITH C.E.C. 10, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAWCUTTING, TRENpHING, BACKFILLING, COMPACTION, AND PATCHING OF CONCRETE, ASPHALT AND TURF AS REQUIRED TO PERl'ORM HIS WORK ATTENTION IS CALLED TO THE l FACT THAT THERE ARE EXISTING UNDERGROUND UTILITY LINES. THE CO,NTRACTOR SHALL USE EXTREME CAUTION WHEN TRENCHING FOR HIS WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER AND APPROVED REPAIR OF ANY AND ALL DAMAGES CAUSED BY HIM OR HIS WORK. I 11. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL MAJOR PIECf'S OF ELECTRICAL EQUIPMENT INCLUDING BUT NOT LIMITED TO THE FOLLOWING: COMBINATION METER ANO MAIN CIRC41T BREAKER, SWITCHBOARD, PANELBOARD, LIGHTING FIXTURES, POLES, PULL BOXES, LIGHTING CONTROL EQUIPMEi, CONDUIT AND WIRES. 12. TEST THE COMPLETE SYSTEM TO DEMONSTRATE THAT THE ELECTRICAL pOMPONENTS AND SYSTEMS ARE COMPLETE, INSTALLED AND FUNCTION PROPERLY. MAKE NECESSARY CORRECTIONS TO MALFUNCTION ANO LEAVE SYSTEM READY FOR OPERATION. I ' 13, PROVIDE THE OWNER WITH ONE ( 1) SET OF COMPLETE ELECTRICAL "AS.BUil T'' DRAWINGS AT THE COMPLETION OF I THE JOB SHOWING ACTUAL CONDUIT RUNS, DEPTHS AND LOCATIONS. I I 14. ALL WORK SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER. I o I "I" I O I 0 I-® l<D 01 ~ $ ISi ISi ab IS] AIE) ELECTRICAL SYMBOL LIST FLUORESCENT FIXTURE, CEILING/ SURFACE OR STEM MOUNTED FLUORESCENT FIXTURE, WALL MOUNTED i COMPACT FLUORESCENT FIXTURE, CEILING/SURFACE MOUNTED , COMPACT FLUORESCENT FIXTURE, WALL MOUNTED HIGH INTENSITY DISCHARGE (HID) FIXTURE, WALL MOUNTED DUPLEX RECEPTACLE, 20A, 125V, 2P, 3W GROUNDING TYPE MOUNT AT +16" FROM FINISHED FLOOR TO CENTER LINE UNLESS NOTED OTHERWISE GROUND FAULT CIRCUIT INTERRUPTER TYPE ( GFO DUPLEX RECEPTACLE MOUNT AT +15" FROM FINISHED FLOOR TO CENTER LINE UNLESS NOTED OTHERWISE JUNCTION BOX, WALL MOUNTED EXHAUST FAN TOGGLE SWITCH, SINGLE POLE, FLUSH MOUNTED AT +48" OR AS NOTED WALL MOUNTED OCCUPANCY SENSOR, SINGLE CIRCUIT, MOUNT AT +48" WATT STOPPER #WA-200 OR EQUAL WALL MOUNTED OCCUPANCY SENSOR, TWO CIRCUITS, MOUNT AT +48" WATT STOPPER #WA-300 OR EQUAL WALL MOUNTED OCCUPANCY SENSOR, SINGLE CIRCUIT, MOUNT AT +48" WATT STOPPER #WA-200 OR EQUAL CEILING/ WALL MOUNTED OCCUPANCY SENSOR COMPLETE WITH AUXILIARY RELAYS, POWER PACKS AND CONNECTORS, WATT STOPPER #DT-200 OR EQUAL. POWER PACKS SHALL BE FULLY RATED AT 20 AMPS. UNDERGROUND PULL BOX, LETTER "A" INDICATES PULL BOX TYPE ELECTRIC PANELBOARD INDICATES PLAN NOTE #2 : l , ... .. LIGHTING FIXTURE INDICATOR. TOP HALF INDICATES FIXTURE TYPE. BOTTOM HALF INDICATES FIXTURE TOTAL WATTAGE. NOTTO SCALE ~ C LIGHTING CONTROL DIAGRAM : " ' A-2.4 CIRCUIT HOMERUN TO PANEL "A" CIRCUITS #2 &#4 1111 ) , WITH WIRES AS NOTED #10 2-+----'--------------------------,.-----------"--------------'-r----------,----------------------'---------------------------,;-c----------'--------1 I ' ---CONDUIT RUN UNDERGROUND e 0 • " g C ... ,, • ... 8 " 0 ,, • I • .Q 0 µ .µ 0 C • " • • C • ,.a "' • • ~- g H PANEL -----"~N-·~(~EX~l~ST~l~N=G~)-LOCATION ( E) MAIN swao ~MSN MOUNTING -~S""W"-:'B':'0~. --""'"--~L~.O~--~- aoss 400A CU. 2081120V. 30. 4W SERVICE 42 000 A.1.c. DESCRIPTION 1--....,vo_LT_A_MPr'-~ ~ ~ ~ 13KR A 9 t ;..i ..:: POLE AMP NO. A B C OKT BKR NO. POLE AMP VOLTAl'lll'S g 2 ~ 1-~-~--i " A. B C DESCRIPTION ( E) TENNIS COURTS 2160 4 ...._ 30 1 , 1 20 1 500 IE) IRRIG,CONTROLLER r·~-~===;;c--+--F21:,::6~0+-:-::::::-l-::+-+-+s=2+'~i-.:..'~-1--e1-'-1-~1-+-2:.:o-1-+--t-'-1t---+~6:.:0-+-=-+-;(~E)_T~IM~E~CL~O~CK=---i (E) TENNISCOURTS 1080 2 ' 30 , , -~~-• 1 20 1 20 (E) CONTACTOR r.c...;.===-+:-:=-1-+=+=-H-+--::"i<=':.+-'-1 i---rs--t=+-t-t-:-+-=+--r---t-c=:--===--1 1080 2 , , 1 -1-~. • , 30 2 85 (E) NIGHTLIGHT 1--:-:, E""l "'r"'EN:::N1"'"s c"'o"'uR"'r"'"s -r=t"'10::a:::-oi---t-::2+-i-,;....._c'-f-3:-:o"'l---, ~. -1--1-~ 10 2 , f-·-;-;·,..-====---il-::::".::+-+1.c.08:.:0+.-t-Hs::2=-J-:'c"'t-'--t1 I • I-I-~ 12 1 20 1--("'E'-l .cTE::cN:::NIS:.;C:.::D.:::UR;:.TS:::._--f2c,;16::::0t.;-;=l----+:::.4 t-H-';i"-!s;:a°'o+'::-1', -1-1-a ,. 1 20 l--~•~-=-----'l--+2°'1.;;.60"-f---!---l--!-l-2=-J-'--"f-'--15, 1 •i-t--t-1S 1 20 SPACE • 1 -1r 1 •f-i-,-1a ......_ 100 1-===-----+--+--1--+-+-+-+-c-t-+--1 4000 85 500 IE ) IRRJG. CONTROLLER SPARE SPARE 4000 (E) RESTROOM i..:S:.;.P:.,;A.;;.CE-----1--·-+--+-+--l--l-l--'-1 +----1-'--10 I -,-1-f-20 2 ......... SPACE • 1 • 21 1 -1-~. " 1 20 1 200 (E) DOGWAlKLIGHT 1-=-===-----+--+--1--+-+-+-+-c-t-+--1 l--l-'--+=-il-'-l--+-+--1-'=--1----1~--~---i I-S~P~A.;;.CEc;_ ___ -+--+--1-.-+-+-+-l-~1+--·-+-'c....i' 1-1-1-~t--"--+--1-+-2~0_,__,__+-1+----1--+-~50~0-+-'(~E)_BA_TT_IN_G_~_G_E-1 SPACE • , 1 • " 1 -1-~~ " 1 20 1 500 (E) BATTING CAGE r.s=P:-:-A~c=e-,---1--+-.-+-+-+-1-t--:-1-+--.+-,-1, ,-~1-~t-::,.:-1<-,c'-"ir,1~00:.-t--t--t:-1t-"'-'-l~43~3=2+---t~l~N)~R~E~sT=M::O:;-;M-----i,,.,,_1) SPACE • 1 • " 1 • -1->-i-="+=2+-....~H-+-+-+-+'3"-7,c84t=P','AN,.:E::,:L_e'Rc." ---l r.s==P:-:-A~c=E----t-:.-+--+--+-+-1-t--:-1-+--. -+-,-1, 1 -i-1-32 1 --SPACE SPACE -1 -33 1-1-el--34-1-~1-+-.-+--+-+--l----l-.-+-+=S"-PA~C""E'------I 1-S-P_A_C_E----t---+--+-.-+-1--+--+--1-+--.-+-,---15 l•i-i-,-1-,.-+~1-t--_-t-+-+-t---t--+-.--l~S~PA~C=E=-----i SPACE • 1 -" 1---e 38 1 • • SPACE l--------+-+--1--1--1--l--+---l--1----I l--l--c-t---;1-t-+-+--+--+---l"C"C"-=-----7 SPACE -1 -39 I -,... ,f() 1 -• SPACE )-C',------+-+--l--+-+-+-+---1--+---l l--l-'--l---'!-l-+-+--+---1----1..:;;;,..'-='-----~ SPACE • 1 -41 1 - - - - ~2 1 -• SPACE TOTALS: 24 216 011-IERLOAD TOTAL 5400 5400 2160 V,A. (LC.L) X1,25 30,270. 7,300; 37,670', VA V.A, VA 5085 4667 8804 10TALS• 104851006 10964 A 8 C TOTAlAMPS (j) PROVIDE NEW CIRCUIT BREAKER. MATCH AIC RATING OF EXl~TING CIRCUIT BREAKERS. i ! i ' i i ' ( • 104 EXISTING MAIN SWITCHBOARD "MSA" 400A, 2081120V, 30, 4W (E) UGPS ( E) M 0 I ( E) SERVICE - ., (E) NEUT BUS (E) GRDBUS ---1- (E) GROUND - SINGLE LINE DIAGRAM NOTES: 3/4"C • 1 #8 TO BUILDING STEEL AND COLD METALLIC WATER PIPE. FURNISH AND INSTALL NEW CONDUCTORS. FEEDER LENGTH SHOWN IS FOR VOLTAGE DROP CALCULATION ONLY AND SHALL NOT BE USED FOR QUANTITY TAl<E·OFF. { E) ?MAIN , 400A 3P J ( El PANEL "A"' (E) 21/2"C-2#10&1#10GRD {E) 21/2"C-3#1/0& 1 #8 GRD A (E) 21/2"C-5#10&2#10GRD ~ ADD/INSTALL 3 #1/0 & • 1 lf6 GRD THWN CU (E) 3/4"C-2#10&1#I0GRD {E) (2) 1"C.0.-SPARE (E) 2"C•3#1/0&1#6GRD <§>ceJ 2"C.O.-INSTALL3#110& 1 #6 GRD THWN CU • (E) 1"C.O.-SPARE (El 21/2"C-3#1/0 & 1 #6 GRD <§> ( E) 2"C. 0. • INSTALL 3 #1/0 & 1 #6 13RD THWN CU (E) 1"C.O.-SPARE (E) 2"C-3#110&1#6GRD ( E) 2"C. 0. -SPARE ' . ( N) 100A, 2P CIRCUIT BREAKER SEE PANEL "A" SCHEDULE ON THIS SHEET / ' i I . ' . l(E) 3/4'1C-2#10&1#10GRD (LIGH1) n(E) 3/4"C-3#10&1#10GRD (BATTINGCAGES) ,CE) PB-1 I Jl------'!1-----)'>TO (E) PB-1A 1<e) ~,.,., .. J-<M,a.==~• 7(E) 1"C,0.-SPARE ! (El PB-2 i lr""l,'-----"ll---:--'>; TO ( E) PB·2t I -(E) 1"C.O.-SPARE i ! i r [ E) 1·c.o. -SPARE (E) PB-3 I i ' ·1 ·r I _ . ( N) !2"C -3 #1/0 & 1 #6 GRD THWN CU. PANF-"A" TO PANEL "R": ±400' -1.6 % lg:O. ~ ' PANEL SEE PANEL "R" SCHEDULE "R" ONSHEETE-2 1 l {E) PB-4 -;;; 1 1----11:-"----):, TO EXISTINd RESTROOM (TRAILER) ' .. c.o. {E) 'E R WP EXISTING CONDUIT RUN CONDUIT ONLY EQUIPMENT WITH "E" ADJACENT IS EXISTING TO REMAIN EQUIPMENT WITH "R" ADJACENT IS EXISTING TO TO BE COMPLETELY DISCONNECTED AND REMOVED. , ' ;1 WEATHERPROOF DEVICE OR EQUIPMENT ELECTRICAL WIRING LEGEND 1/2"C-2#12 1/2"C-2#10 NOTES: "' '" 1/2"C-3#12 3/4"C-3#10 1111 #10 1111 1. IN ADDITION TO PHASE AND NEUTRAL WIRES SHOWN ABOVE, ONE GROUND WIRE SHALL BE ADDED IN EACH CONDUIT RUN. GROUND WIRE SHALL BE SIZED PER C.E.C. BUT NOT SMALLER THAN #12. 2. CONDUIT SIZE SHALL BE AS SHOWN ABOVE UNLESS OTHERWISE NOTED ON THE PLANS. A!~= BUil T Pi?EPARED BY 314"C-4#12 3/4"C-4#10 :i NILE ADVA"JCE CONSTRUCTION ~,~",C ' Pl I 626 • 859 = 3900 ' ;~ (E) 2"C-3#1/0&1#6GRD / i (E) 2"C.O.-SPARE------ ! '-----._____ _,,/ •• . 1---,-------------'--------------------------------------+---,--------------------------------------------------------i:------------------'-I ----·--·-------$-~-----------~, B PANELBOARD SCHEDULE A SINGLE LINE DIAGRAM CALL TOLL FREE 1 -800-422-4133 BEFORE YOU DIG ro: E16914 ~ I m Exp. B-30-09 1} C). ,11!/i LRA ENGINEERS , 01i91 ElectJtcalConsulll11f1Englneera 1471 PorrooaAoad&!\!I_E Corona, CQIIIOmln"""" Tai: (ll61) 737-4569 Fax: (ll61) 737..610 REVIEWED: RON YEO, C3567 ARCHITECT DESIGNED: DRAWN: CR CHECKED: DATE: LRA CR @ RON YEO, FAIAARCHITECT, INC. 500 JASMINE AVE, CORONA DEL MAR, CA 92625 Phone: 949-644-8111 Fax: 949-644-0449 NOTTO SCALE ' APPROVAL RECOMMENDED: FONG TSE, RCE 56980 PRINCIPAL ClVIL ENGINEER ' 1----+-----t------------;----------+-----lDATE,~: _______ _ NO. DATE DESCRIFTION OF, REVISiops ELECTRICAL SYMBOLS, SINGLE LINE DIAGRAM & SCHEDULES MARINERS PARK REStROOM BUILDING 2005 Dover Drive Newport Beach, CA E-1 1------------~----------+---------1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5212-S SHEET 13 OF 17 . u " H ., u z .... ] i ~ "' 0 ., ~ ~ 0 u 'C ~ g .. • ·ij ii. " z " . ., ~ ~ "' C 30"MIN. WHERE SUBJECTED TD VEHICULAR TRAFFIC AND MUSTBE24" MIN. UNDER ANY CIRCUMSTANCES 2" WIDE YELLOW WARNING TAPE FINISHED GRADE "CAUTION BURIED ELECTRICAL LINE BELOW" INCREASE TO 12" BETWEEN POWER & SIGNAL CONDUITS 00 3" 2" 2" 3" _J r UNDISTURBED EARTH COMPACTED EARTH BACKFILL, FREE FROM LARGE ROCKS AND DEBRIS 3" MIN. SAND ALL AROUND SCHEDULE 40 PVC CONDUIT REFER TO DRAWINGS FOR CONDUIT SIZES & QUANTITIES TYPICAL UNDERGROUND CONDUIT SECTION NOTTO SCALE 1. THE CONTRACTOR SHALL VISIT THE SITE SPECIFICALLY INCLUDING ALL AREAS INDICATED ON THE DRAWINGS, HE SHALL THOROUGHLY FAMILIARIZE HIMSELF .WITH THESE EXISTING CONDITIONS, AND BY SUBMITTING A BID ACCEPTS CONDITIONS UNDER WHICH HE WILL BE REQUIRED TO PERFORM HIS WORK, 2. EXISTING EQUIPMENT AND CONDUIT RUNS SHOWN ON THESE DRAWINGS WERE TAKEN FROM RECORD DRAWINGS. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF EQUIPMENT, PULL BOXES, CONDUIT RUNS, ETC. AND MAKE ADJUSTMENTS ACCORDING TO EXISTING CONDITIONS. 3. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO MAINTAIN CONTINUITY OF SERVICE TO ALL ELECTRICAL AND SIGNAL SYSTEM EQUIPMENT REMAINING IN OPERATION WHICH ARE BEING FED BY A REMOVED PANEL AND ABANDONED OUTLET. MAINTAINING CONTINUITY SHALL CONSIST OF PROVIDING NEW CONDUIT, WIRING, CABLING, ETC. AND RECONNECTING TD NEW PANELS. 4. ALL CIRCUITS FROM EXISTING PANELS WHICH FEED AREAS OUTSIDE THE WORK BOUNDARY SHALL BE MAINTAINED. 5. THE CONTRACTOR SHALL CUT AND PATCH ALL PAVEMENTS, SIDEWALKS, TURFS, CURBS AND GUTTERS, WHEREVER NECESSARY FOR LAYING OF NEW CONDUIT AND/DR WHEREVER DAMAGED BY OPERATIONS OF THIS TRADE. PROVIDE MATERIAL OF QUALITY AND FINISH EQUAL TO THAT REMOVED OR DAMAGED. GENERAL SITE PLAN NOTES -~-+---'-..,,....--,-,,-.s---.,.,..-""""---,.,x-----------...,,,,....,,,,,,.----,,...,,.."""",--...,..-,,---.---"""--'--------------------------------------1 " .... 2 ~ " • " ~ +' ~ . ., • . g H ., u B .... ~ B ( E) MAIN SWBD. "MSA" X X X X X no-ct.'rc ~~----,,L---.,,.~~------"s--~~ X EXISTING UNDERGROUND 111 PVC TO RUN THE NEW WIRES TO FEE THE EXISTING IRRIGATION CONTROLLER X CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ELECTRICAL SITE PLAN . ,~ LRA ENGINEERS U@D E1eG11k:a1 eonsu1t1nu Eng1noera 1471 Pomona Road, Untt E Corona. CSllfomla 92llOO Tai: (961) 737-4500 Fax: (961) 737-6619 Plot Date: 2/18/08 X " ELECTRICAL SITE PLAN NOTES: EXISTING UNDERGROUND PULL BOX. FIELD VERIFY EXACT LOCATION. EXISTING UNDERGROUND ELECTRICAL FEEDERS. SEE SINGLE LINE DIAGRAM ON SHEET E•1, NEW UNDERGROUND ELECTRICAL FEEDER. SEE SINGLE LINE DIAGRAM ON SHEET E-1. EXISTING IRRIGATION CONTROLLER. 1"C • 21110 & 1 #10 GRD THWN CU. ( N) RESTROOM BUILDING SCALE: 1" = 30'-0" REVIEWED: RON YEO, C3567 ARCHITECT DESIGNED: DRAWN: CR CR CHECKED: DATE: LRA 0 0 @ RON YEO, FAIAARCHITECT, INC. 500 JASMINE AVE, CORONA DEL MAR, CA 92625 Phone: 949-644-8111 Fax: 949-644-0449 A . PANEL "R"; LOCATION RESTROOM BLDG. MAON 10DA. 2P Sl:::RVICE , 20B/120V 10. 3W MOUNTING SURFACE BtJSS 100ACU. i A.I.C. 10000 \f0l.TAMP$ 0 0 ... CKT CKT OKR ~ ~ 0 VOLT JI.MPS DESCRIPTION t:i ~ ~ P0t,E;: AMP A D Nb. ~ · □E!:lCRl?TJON A ' NO. P0LE AMP A • MEN, WOMEN LIGHTS 750 6 1 20 ' 1-,-+ i 1 20 2 360 ELECT, CHASE RECEP. 564 6 1 ' I•'-• 1 4 EXTERIOR LIGHTS 20 f 20 720 SENSOR TRANSF. RECEP, STO, MAINT, CHASE LIGHTS 302 6 1 20 ' ,.,__ ; 1 20 4 720 STO, MAINT. RECEP. RESTROOM BUILDING ELECTRICAL PLAN NOTES: WOMEN HANO DRYER 2000 1 1 30 ' MEN HAND DRYER 2000 1 1 30 ' , __ (E) IRRIG.CONTROLLER 500 1 1 20 ,, ·'-· LIGHTING CONTROL 200 1 1 20 13 I.,--. SPARE - - 1 20 " I•'- SPACE . -1 -" -- SPACE -. 1 -" SPACE -. 1 -21 SPACE . . 1 -" --· SPACE --1 -" --- SPACE . -1 -" - SPACE -. 1 . " --- TOTALS: 3252 3064 1 816 VA (1.-C.U X1.ts " 2,270 Ol'J-!E.RLOAI) . 6,300 TOTAl . 8,570 • 1 20 10 1 20 --,, 1 20 - 1~ 1 20 -- " 1 20 - 1' 1 --. io 1 -- "' 1 --. i• 1 -- 26 1 --. " 1 -. ,. 1 . . . 1 1080 I TOTALS: 4332 A I/,/>,, ' V,A, ' I V.A. TOTALAMPS - . : - : - " - 720 3784 B SPARE SPARE SPARE SPARE SPARE SPACE SPACE SPACE SPACE SPACE SPACE SPACE 41 l ' HAND DRYER. CONNECT PER EQUIPMENT MANUFACTURER'S REQUIREMENTS. RECEPTACLE FOR PLUMBING AUTOMATIC SENSOR 120V-24V CONTROL TRANSFORMER. COORDINATE LOCATION OF THE RECEPTACLES WITH THE PLUMBING CONTRACTOR, NEW 3/4" PVC UNDERGROUND FOR EXTERIOR LIGHTING AT '.l011 nFPTH l JNnFR NEW Pl ANTER • ' 31t ' D l D ' I \ '7 .--" "'iELFEC=T=-• ..¥--'~/<-, ~ IL:r1 4 2 ~ 05 1 i CHASE L I 0~ I -i -' [:] • ! 4 I I I WOMEN MEN ·, '' I _...:_ o I' 2 -r-I=~ I ,-, -..._ ,__I~~ 1_,__-+-<4 I >-- I ,_ ' ' r (E\+12'-0" !\. I 0 ~I - 11 -i I I' ..,_;,_ ,.. l 5 ~(TYP,.) -I d:::,. I ' IV • 0 +12'•0"/A"\ 1- (TYP.)~ t ' I i 2 -~~ I - tr\ \El 5 . a J LIGHTING CONTROL CABINET -- "' ;< R~ 5a \--,,......, " i 11/~~3 - •R-3 .. STORAGE - Sb , TYP.) ...... --b ; 6 I - ~ -Mfiltffi 6 - - 3 7 fB\+7'-8" ~(TYP.) ----As .. su~L T ~ -~ - PREPARED B'lf . I i ' I I NILE ADVANCE CONSTRUCTION ,INC PH (626) 859I = 3900 ... • 1 Fax (626) 85~ .. 3~ D l -RESTROQM.BJ,.JlbBH.jC-rT~LECTRICAL PLAN SCALE: 1/4" = 1'-0" APPROVAL RECOMMENDED: SITE & RESTROOM BUILDING ELECTRICAL PLANS MARINERS PARK RESTROOM BUILDING north C-3992 E-2 FONG TSE, RCE 56960 2005 D D I N rt B h CA PRINCIPAL CIVIL ENGINEER 1-------ov_e_r_r_v_e_e_w_p_o __ ea_c_,~---+----------1 f-----1-----+-----------;----------1----10ATE.~· ______ _ NO. DATE DESCRIPTION OF REVISIO~S CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5212-S SHEET 14 OF 17 ss ss s, , , • 0 AMP ELEC CABINET (E) 40 ~ EXIST. SIDEWALK ()CS[) • EXIST. 6&CY' DETAIL "A" N.T.S. 10 1~ ~ 1" WATER SERVICE REMOVE 16 19 15 # 11 THIS S NEW GATE VALVE PER NOTE NOTE: CONJ~~\ONCRETE l~~i1 SECTION. PAVEMENT, EXISTING STRU WORK. MATCH ING ASPHALT OR SHALL REPLAC~E~VslPDAMAGED BY • M (CCS83), GS· RDINATE SYSTE BASIS OF BE~~~~ASED. ON TilE CALJf"ORNIA coo TS 6254 AND 6236R1 CdORDINA TES SH~~ (1991.35 EPOCH)C SURVEYORS GPS POIN ZONE VI, 1983 ;RE, DERIVED FROM 0 .. "l""""" • '"' """" I KS· AS SHOWN ON • BENCHMAR • REET LlGHT FOUNDATION SET IN TilE ST C~T SPIKE -(NAVD8B} . ELEV. 83.04 . I I EET I ;-:~d-;;:;.::;;:;~~---~,.,cqTIE INT EWER CLEANOUT STUB-OUT CONSTRUCTl~ON~N~O:.:T=-:ES ___ . I GENERAL NOTES ER CONTRAC; SHALL CD PROlECT IN PLACE WER TIE INTO EXISTING s ' ERFORMED LIND llONS FOR lo', ONSTRUCT 6 PER CNB STD • I. ALL WORK DUBC:TTAEIDLEIDN OA~C~RDA,,N C2Eoo'\13THEDTHlll;N !NoP.SEUCPIAPLLEPMREo':i'sci1s. "' '" '"' 0 "'""'"" s rr""'""-CIDNOOT f<R ""') " <SSS) ; cs, """° "' .' ""'""' ""''" DA TC. c,m, 0 ' """'""'"' c,asro-..,-, -INCH VCP SE ' -406-L m s © '""'""" """' """'"" (msco ~°'""' (Nooa ,. - MARINERS PARK NO. DAlE HORIZ: 1"=20' -.... F1 1 f 7 40 20 0 TION OF REVISIONS DESCRIP FONGI WP.ALTS~~L ENGINEER PRINC AWN· DR'· FTT RCE. 56980 DESIGNED: FTT I APPROVED CHECKED: FWT DAl§' 20 200B -·· --.-i .~ ~- _.. i i ''f I , I ' ·1 I ·1 \ .\ . I I . I I . I \ \ ' \ \ ' ' ' REVOVE E:XIS11NG TOR NE\>J PART CIRCLE ROTERS INSTAl..t.:tJN SXISTING LINE· EA.SIDE OF NEWWAI..K ' I ' ', ' / ''A -___ .,_-e ,. EXISTING LINE \ --_, __ _ ------,,_ .. __ EXISTING IRRISATED LAWN NOTE: ALL .DASH -LINES ARE EXISTINS 0 \ ----A -----1_.P-Cr:---A-1 - - - TEMP RR ADJUST AND MOVE EXISTINS ROTOR TO EDGE OF WALK e -------~----- NEWLINE -- l/4' I .I --------------------------~ THISL.INEIS FROMVAI..VE A16 USE TOR057O -.6P-PJ:<X- COM -5' THIS FOR VALVE 1WO NE:W 1' Gl<ISWOLD DW-PRV SERIES AUTOMATIC CONTROL VALVE W/ PRESSURE REGULATING CONTROL VAL.YES USESPARE Wll<ES PROVIDED TION OF NEW CONTROL VALVES( #.35 & # 36) DATE DESCRIPTION OF REVISIONS ·NEWLINE TO CONNECT All FULL CIR 0 ER EXISTING VALVES A14ANDA15 FOl< DETAILS AND SPECIFICATIONS SEE • I DRAWINGS Ff-5206-S, SHEETS-~ 17 t 21. I APPRO~ EXISTINS IRRISATE:D !.AWN <> ,,◄ / (, I I '◊ I 0 I _ _,.,...---_.J __ _ --- ,..-----71 EXISTING FULL CIRCUL EA TOVALVEA16 'TYPICAL TREE LOCATION 411 PVC SCH 80 SLEEVE UNDER CONCRE E WALKWAY AS SHOWN IN BLUE LINES { T P) 0 6FtAPHIG SGALE • REVIEWED: FONG TSE PRINCIPAL CIVIL ENGINEER DESIGNED: DRAWN: ·O;P. ·D.P, CHECKED: DATE: 2/29/08 ·NOFtTH SC::.AJ.E: e, 16 40 C-3992 IRRIGATION PU..N .MARlNERS PARK RESTROOM BUILDlNG CITY ·OF N-EWPORT BEACH PUBLIC WORKS DEPARTMENT P-5212-S SHEET 16 OF T7 \ \ \ ... ---... -------- -- ...------- __ ... --------------- ------------ 1; CLINCH TIE 01< EG!UAI-(4 Rl=Gl'D) ·2. 10'-LODGE<POLaSTAi:ES, STAKE! SHA!.L C~ i<OOT SAU-SY :r , TJ<eA;ru) W/ COPPl!R NAPTHANA"re. PLACeATRIGHT ANGLES TO PF!J=VAIUNG WINDS. l i:l. veNTILATl=D TRUNK GUARD lr==$a==»-..:l",i... .!N 11.JRF AAeA5 4, TOP OF ROOTe.ALL TO BE 1 V:2' ASO\IE< FINISH GRADS. 5. 4' HIGH WATl=l<ING SERM. .G. :;;.' ,HICK.MULCH LA'tl:R PeRSPSC. .:I INCHES Fl<l=S Fi<OM Ci<OWN, 7. FERTILJZl!R I): MYCOR!sHIZAe TABS ($Ee SPECS,) i ------ 8. ROUGHEN SURFACE< OF ROOT EW1 Pl'!IOI< TO Pl.ANTING. I Tl<l:E PLANTING DETAIL ; NOTE: ALI. TRE=SRANTED"WITHIN FIVl=Fl=ET OF HAl<DSCAPE SHAU.~ A ROOT BARRIER DE.VICE INSTALLeDAD..IACl=NTTO HAl<DSCAPEARl=A I Im llf ~ II' ' 1. Cl<OWNOFPJ.ANTT06e 1' A90Vll-l'INISH Gl<AOE :2. 4' HIGHTEMPO~SI\SIN, ll. :111,IQ; 5Hi,s:l0EO MULCH DO NOTUSEa.\RKCHIPS\\IHSII= PL,t,N Cl>l..1-5 FOla MULCH COVER 4. ~UZ!lR AN0 M\'COl<f'HIZ"I! TABS (SEESPEC.S.) S. e,Ac;l<FILLMD<(SEE~) 6. 01G HOU!A MIN, OF 11/2 X 11-iE OEPTH OFTl-ie Pl.ANT CONTAINEI< 7. COMPA(;ll,D BACKFILL Pei< SPEC. NO"!!= UNTANGLE<M'>TTEOIWOTSBYI.OOSE!NNGALLIWOTSATEOGE OF F!OOTeALL\\ollHWATel<Fl'!OM HOST!. DONOTC!¼CKIWOTBALL.. .SHl<UB PLANTING DETAIL ------ 0 l<EP!..ACE AU. LAWN DAMAeeDDURING CONSTRUCTION e><JSTING LAWN lHEFOllOW.NG~ACOHMERllEDCOUNTOFAllSHl>llllS. 'T1<SI::$ BOTAN'-"'1-N<'ll'16 LEPTOSREl<MUM .LAEVSA11.JM CONWCIO~SIWLVBIP11HEFOI!OIVINGP!A'lTTOTA!.SMJJ S'/1'1601. COMMON NAM!: NOJlF\'lHE~AA'."JlllICTOFANYDISCl>EmNCIES : 1 .LEP•LAE AUSTl<ALIAN 1:E,A Tl<EE Bfl\l/EJ'NTHSNUH5ER01PL•NTSSll:IIMONTHEPl#IAND"!HI! TOW.S USlED HERE ON. <CNMBQL. . Ql:I'~. " AEO-VAA 19 AEO-Ul<B 6 ,AEO-z.J,/A .3 cor-s= 5 HEU-MN 7 MAJ-1..l<EP ' .s NAN•Fll< e, ·l'HI-Z'W .e, PHO-JAG Z1 AT,MAR 2 "l<OS.:6'W IS • Zt>.N,.AET 18 '\, \ \ \ SHF<U65 ·S'IHBOL. BOT;<'Nl'-"'1, NAMB AeO-VAA AEONIUM Ul<6ICUM VAA Ai=OCURB Al=ONIUM Ul<610UM Al=O-z.J,JA AEONIUM ARBOl<EUM z.J,/AR"Tl<OP COT-SPB COTYt..EDON SPECIES HEU-SAN HEUCHEl<A 5ANSUINeA "Flf<EFI.. Y . MAH-l<EP MAHONIA i<EA=NS NAN-FIR NANDINA D. Fll<EPOWE'R PHl•ZAN FHILODENDl<ON ZANADU -COMMONNAMI= SIDE SALAD AeONIUM SAl.<'O E!OM-AeONIUM l<OYAL PINWHl=l=L LONS FINSERS Fll<SFJ. Y COl<AL Bel.LS Cl<EEPINS MAHONIA DWF. N.ANDINA PHO-JAG PHOl<MIUM TENAX'.JACK SPAATT PIT-MAR ATTOSPORUM "MAl<.JOl<IE CHANNON' ROS-6".N ROSA-BANKSt,>a 'Ll.J/1:A' ZANADU PHIL.GDJ'!NDl<ON DWA'<F BRONZE FLAX MARJORIE CHANNON Prf. ·6ANK'S YELLOW 1<051= WHITE CAI.I.A LILY ZAN-AST V>NTEDESCHIAAETHIOFICA e><ISTING LAWN PHI-V>N CONTMCTO!s! SHAU.. VERIFY IF A SE::CURITY FENCE: WIL.L BE NE:E:DED DURING CONSTRUCTION i 51%1=" DESCRIP'llON 4e,•.eox .SI..OW . .Sl<O\NINS .SMAL.L.sCAI.E.EXCel=OINSL Y PICTUl<ESQUE Tt<Ee WITH.SMAW. WHn:E F!.D\\ll=R5 IN.EA!a Y .SFlslNG. . I ·PESCF!IP'llOL ' FIVI= GAL. Gl<EEN SUCCULl=NT LeAVl=S IN l<OSETT.S TO e, IN, ACl<OSS l<EGULAA WATEl<NG 2 FT. WIDE BY 12' TALL. ' FIVI= GAL. LARGI'! Gl<EeN SUCCULENT LEAVl=S IN ROSETT5 UP TO 2 FT. ACfsOSS REGULAR WATERING S FT. WIDE SY 12,• TALI.. • FIVES GAL. PINWHEELS fF DEEP PUl<Pl.1= LEAVl=S THAT LOOK LIKE YEAR-ROUND FLOWEl<S. S FT. TAl.l. HUGE BRIL.LI.ANT CANAR'( YEL.LOW FLOWE I< SPIKES, • FIVE GAL. WHrTe CHA!.;KY LeAVES LIKe LONG, CYLINDRICAL FINGeRS HELD UPRIGHT Fi<OM STEM. 2 FT, HIGHANDWIDI= W/ SOFT PASTEL OAANGe, HANGING, SEL.L-SHAPED FLOWERS. ON!= SAL. Pl=l<ENN~ to 1ZW/ SCAl<LET l<ED 6ELkUKe FJ.oweRS ON COMPACT CWMPING PLANT. FIVi= GAL. CAUFOl<NIA; NATIVE LOW SPl<EADING SHRUB TO 12" HIGH W/ DUU. Gl<EEN LEAVES, SMAW-CW.STEl<S OF Y=U.OW FLOWeR5, SJ.US-PURPLE FRUIT FOU.OW FIVI= GAL FEATHeRY f:Ol.lAGe LOW GROWING GROUND COVER TO .S O"SPl<EAOS 6Yl<UNNERS. 20-GAL. DEl=PLY LOBeD Tl<OPICALGLOSSY-Gl<EEN LeAVESON-COMPACT DENSELY FOUASeD Cl.UMP TO 2 TO S FT. ' FIVE @AL. PERl:NNIAL 'yv'/ 18 IN. LONG COPPERY BRONZE SWORD-LIKE VEl<llCAL.1.E"-VES FROM 8ASE (1)115 l'L'NTISSTA!lLl:FROM REVER\lt!l &CKTO MOTHER PIAN1) 15 GAL. DENS!= fM:!1Gl<EEN UFl'!IGHT SHRUB TO e, FT., LIGHT Gl<EEN U=AVES W/ CREAM-COLORl=D MAl<GINS ON SLACK STEMS. -FlVI= GAL. 5EMl•ENEl«Sl<eeN CUMBER TO 1$'. Pl<OFUSe DOUBl£ ·El1'00MS OF C,4N,A;;?YYELLOW ; EXCEL!£NT'6.ANKCOVl=R FIVE GAL. UPRIGHT PEi>l=NNIAL W/ :9 FT. LONG Sl<Ei=N U=A\/eS FROM eASe. PRODUCES CONE SHAPEDWHrre FLOWE!<S. SHADE. TEMP RR I e><JSTING LAWN ,l<EP!..ACE: Al.L LAWN DAMAGE:D DURING CONSTRUCTION 1WITH AGRONO-TEC BALLFIE:LD MIX .2A SOD FOR THE :REQUIRE:D TURF REPAlt:l&. 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