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Home My WebLink AboutP_5195_S. c ~ .s m J:!! >-C ~-□ 5: £ D II)~~ -5 n:r ro "" C O O O ; ~-~ -~ ~-E >, ~ w 8E~ ~ 0 :! !!! E ·;;::: C " ~ 0 .,9: ID E >-:5 g ~ g> o .!:: ·c ~ -g Jg !II ·-..c W ~ D ~ g to $ 0 ~ ~"O'S .:!' ~ _g gi c.~ I! J! 3:_ ~Q~ ~ .8 -g 0 1..1 0 a..E c-v...., ::o:EM g C...., £ ;t! ~ l1J !; ..CmO<l CITY OF COSTA MESA VICTORIA ST VICINITY MAP NOT TO SCALE JOHN WAYNE ;,✓ AIRPORT F, C'-1~ ~<OI 0' 0. Ii' CITY OF IRVINE PROJECT .__LOCATION I I PUBLIC WORKS DEPARTMENT ' ----~~~ BONITA CANYON SPORTS PARK STORAGE BUILDINGS C-3683 APPROVED: DATE: PUBLIC WORKS R.C.E. NO. 36106 I APPROVED: DATE: CITY ENGlNEToft.C. NO. 24967 NEW SMALL .---i STORAGE UNIT, REFER TO SHEET 3 D • D • D • 11Tn,r,,-~ ~=s,/1• D • • ,-......i:::::,..._ \ \ \ 0 NEW DOUBLE STORAGE UNIT, ,~-. REFER TO SHEET 2 __.::::;;;;;f.i __,,~ -'~ -~ ~ -. ~ii~~~~::i::---~~_J --~ ~ , '--. ~ -~-- -=---=-=-----"' -\ y ----------==~~~~~~=~=~ - - - -----~ = --=----==------------0 -i. -, -----;f,,.----~ ---1)~ 7 \1 A lr-1 'Lo I I LOCATION MAP {(It APPROVAL RECOMMENDED APPROVAL RECOMMENDED GENERAL SERVICES DIRECTOR \_) \ _;j~ --__) ~ SCALE: 1"=100' 1·1¥11 I ii o· 100' 200' NGINEER . 14 DATE 'S-.ot-cS C-3683 BONITA CANYON SPORTS PARK STORAGE BUILDINGS TITLE SHEET );: ~ 'fil ° CALL TOLL FREE -m c • RON YEO, FAIA ARCHITECT, INC. DATE APP'D. DESIGNED DRA\11',1 p 5195 S go.s,,>-1-800-422-4133 SOOJASMINEAVENUE,CORONADELMAR BY DESCRIPTION RY JB CITYOFNEWPORTBEACH -- >-~ fil 5 0-{/. ~ • y s s I) ; 1---+--~-----~------+--~+---______, C 1! m O'. BEFORE YOU DIG o!> 0,J -a "r -0 CA 92625 P:714-644-8111 F:714-644-0449 I'~ RE\'1SIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 1 Of 4 &~ibl.._....,_._.,__...1., ______________________________ ...., ________ -=,i_,:;:DA~T~E._~~~,;;;.~-_;;.====...!.~D~ATE:;_,;=~===.,.;;==--.l...-----------....l------....l-----------------l...--~R~YJ..._:0~5~0~2~05ilJ...,;,..:.:;;.;.;;;_;~;,;,;.;;;;.,;;.;;;:_;,;,;.;.:.;,;,;:;;.;,,;.,.J. __ :.,__;;:;..~ ¥1 1 ,: , • • ., , • • I ' I .. . c r:! .2 :g _!!! >, C ~•o di= 0 ! *~ "" C ~ g __ j ..c <it·-_Ql c E ~~~ OE~ 0 C 3: ()~ m e·c ~ ._ s: 0 ,2 Q.l E ;,.,,£ g~~ ~ -~:~ .t:! i !:! "'·-..c • ~o ~ 8 15 ~5~ ~" :, ~ g,_g ~ C .'l::: ~ i! :i:_ ~o~ >< di t • :~ ~t C..., "C...,. ELEVATION H ' ~· I HI , C--j ~ I HI ' ~ ,V ' - ~ ,----"--1 ,---,- I ' I I l ' ' -J____L_J-----L I -' ~-~ ,~ I I ~ I ,----"--1 I I ·-------------------------------------- NOTES: 1. SLOPENEWPAVINGAWAYFROM THE BUILDING AT 2%, TYPICAL 2. COORDINATE W/ CITY ON IRRIGATION MODIFICATIONS, CAPPING, ETC. b 0 _, _, 0 0 N - 5' "' EXISTING PITCHING CAGE []-- SITE PLAN CONCRETE TILE ROOF T1-11 SHEATHING THINSET CERAMIC TILE ACCENT STRIPE ALL SIDES SPLIT FACE CMU W/ RANDOM ASHLAR COURSING EQ. EQ. FF= 212.0' \ ... _ . 1 ,.,.~ :~~~:\,' ' '1-'fffef·-C ---D--- SCALE 1/4"=1'-0" 4 BUILDING SECTION CONCRETE TILE ROOF SPLIT FACE CMU WI RANDOM ASHLAR COURSING EXISTING TREES 211.0' --------- EXISTING PITCHING CAGE rTOPRA!L <j) I I I I : CHA!NUNK rPARTITION I I I I I I --------- I ------ I I I I I I I NEW DOUBLE STORAGE UNIT NEW PAVING TO MATCH EXISTING EXISTING DRAINS I "'b~r==~' ~~~ SLOPEFLOORAT2% EA WAY TO THE DOORS BUILDING SECTION SCALE 1/8"=1'-0" SCALE 1/4"=1'-0" SCALE 1/4"=1'-0" 1 5 7 FLOOR PLAN FOUNDATION PLAN CHAINILINK PARTITION 1'-4" 6'-0" J'-4" 8'-8" 8'-8" 1'-4" 6'-0" 1'-4" 1'-4" 6'-0" 1'-4" 8'-8" @) PAIR 5'-8" W. x 6'-8" H. HOLLOW METAL DOOR, UNEQUAL LEAFS W/ METAL FRAME, INCLUDE CANE BOLT LOCKING ON MAIN DOOR. LOCK TO MATCH CITY 6 PIN SCHLAGE SYSTEM 3-1/2'' THK SLAB ON GRADE T.O.F. -0'-6" SCALE 1/4"=1 '-0" SCALE 1/4"=1'-0" RON YEO C3567 2 8 1-- I I I ~ I I L ROOF PLAN ci w ci w ci w '" b--=---=- ROOF FRAMING PLAN L Cl L ENGINEER NO. 48214 • w el 0 i< -o·= ~ 0 c~-~ £G>mfi ~~£~ 0 * t---t-----j--------------t----i DATE ':> • "'t • o 5 7 I I ~ I I I --_J ., ---=---d SCALE 1/4"=1'-0" SCALE 1/4"=1'-0" 3 9 C-3683 BONITA CANYON SPORTS PARK STORAGE BUILDINGS DOUBLE STORAGE UNIT ~ IJl -c o· RENEWAL J::..'f o -[ §,~ 0,,..---------------------------------r---ll RON YEO, FAIA ARCHITECT, INC. a,so,os ,,;, DATE BY DESCRIPTION APP'D. DESIGNED RY DRAIIN JB CITY OF NEWPORT BEACH P-5195-S ~ •·" c ELEVATION SCALE 6 500JASMINEAVENUE,CORONADELMAR ,1,,,0 ;O 1---~-~-----------~----il-==c;c-----t~-------J ,_ _____ 41 C fil ~& 1/4"=1'-0" CA92625P:714-644-8111 F:714-644-D449 REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 2 Of 4 &F~~e..-----------------------------------..11--e---------------------------------------------=--------------.1--------'--------------------'------R-Y ... __ o_s.o.2.o.s,_ ____________ ..., _____ _. \ • ' ~ <I! a~ c-. ~ >. C ~-0 m £ o ~~~ :5 m m ~ ~ C O O O :: ~ ·g: ..c ... ·-.g> ~ E it~ lii 8 E ~ ~o~ n-i E ·t: C .... ~ 0 .£ Cl) E >-£ E cm 8 ~-5 ·-C ~-g:S u:i --_o • ~ 0 ~ 8 1ii ma~ ~ 1:J :i -==-~_g m c: :t::: ::! l ;;:_ ~o~ li1 ~i ti 0 o 0.5 c ..... u~ ROOF T1-11 SHEATHING ELEVATION EXISTING GRADE COMPACTED FILL CONCRETE TILE ROOF T1-11 SHEATHING THINSET CERAMIC TILE ACCENT STRIPE ALL SIDES SPLIT FACE CMU WI RANDOM ASHLAR COURSING SCALE 1/4"=1'-0" 4 12 ~6 EXISTING DRAINS _,.,.,,, ..... "' _,,..,,..- ELEVATION I I I I I I I i I I I , I , , . I , I ,/ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EXISTING PITCHING CAGE n. ~ '-0" I , , I , , ""!--ttt====~~---;:. ""11t"!c:;,::sss;:1· 2% SLOPE I "' ai "' -l II .. J." . "-.. : I "-. ·/ .. l "'' <il'' ~1/ , , , o/ / Of/ I ~, I , I I I I , I I , o/ REGRADE, ;ROVIDE FILL j/ AS REQD - 3 : 1 SLOPE, SEE ELEVATIONS CONG MOW STRIP SLOPEDAT2¼!12± NEW SMALL STORAGE UNIT NEW CONCRETE PAVING # ~I / I I I I , I I I ""'.;£? I I I . . . I I JP I I I I I I I I I I I NEW DRAIN BASIN '\. I I I I I I I I RE-GRADE I TO FLOW TO I I I I I I I 0-I -,-- I \ NEW DRAIN CONNECT TO EXISTING / I I I I I I I I I I I I I I I I I SITE PLAN JOIN EXISTING\ WALK 189.0± CONCRETE TILE ROOF T1-11 SHEATHING 8" DRAIN LINE 6" PVC SCHED 40 BEDDING PER CNB STD 106-L THINSET CERAMIC TILE ACCENT STRIPE ALL SIDES SPLIT FACE CMU WI RANDOM ASHLAR COURSING I I I I I I SCALE 1I4"=1'-0" 5 ELEVATION COMPACTED FILL BUILDING SECTION Cl .c I ~I I I I I I I I I I I I I I I I I I I I I I I I I ' , I , SCALE 1/8"=1 '-0" CONCRETE TILE ROOF SPLIT FACE CMU WI RANDOM ASHLAR COURSING SCALE 1I4"=1 '-0" EXISTING FENCE FF= 189.5 SLOPE FLOOR AT2% TO THE DOOR EXISTING SLAB 187.0± SCALE 114"=1'--0" 1 6 8 SIMILAR, OPPOSITE HAND FLOOR PLAN BUILDING SECTION FF= 190.0 1'-4" 6'--0" 8'-8" B'-8" 1'-4" 6'-0" B'-8" 1'-4" 1'-4" @) PAIR 5'-8" W. x 6'-8" H. HOLLOW METAL DOOR, UNEQUAL LEAFS WI METAL FRAME, INCLUDE CANE BOLT LOCKING ON MAIN DOOR. LOCK TO MATCH CITY 6 PIN SCHLAGE SYSTEM 3-112" THK. SLAB ON GRADE T.O.F. -2'-6" SCALE 1I4"=1'-0" SCALE 1I4"=1'-0" 2 ROOF PLAN BUILDING SECTION 9 DAlE i I~ L 7 ~I __ _J SCALE 1I4"=1 '-0" SCALE 114"=1'-0" 3 10 C-3683 BONITA CANYON SPORTS PARK STORAGE BUILDINGS SINGLE STORAGE UNIT -0 ·= g t5 c::E:-~ 1l4)tt1£ {3 jij .s ~ -<{ ~~ ci P-5195-S •• C • 11-----------------------------------11 RON YEO, FAIA ARCHITECT, INC. DAlE BY DESCRIPTION APVO. DESIGNED DRAVi,1 CITY OF NEWPORT BEACH ~!:l'';; BUILDING SECTION SCALE 7 500JASMINEAVENUE,CORONADELMAR RY JB c ~ ~ 6! 114"=l'-O" CA 92625 P:714-644-8111 F:714-644-0449 f---~-~----RE_vi_si_oN-s-----~--1-cc~HE=c~KED~~"-tco~AlE~--=-i PUBLIC WORKS DEPARTMENT SHEET 3 or 4 &~ib ______________________________________ ....,i..__.., ________________________________________________________________________________________________ R~Y..., __ o_s_o_2_~-----------------------d U) 0 ~ ~;:, ~ 0.. 8 • ,E :e ~ -g £ m m O O 5 :: ~ .. jg .c ai ·-.!2l C E ~fij fil o E o. U C 3: 0 ~ .!!! E·c C ~ ~ 0 .e (I) E >-£ EC~ 0 • C ~ .s :~ ;t::: ~ .!! ID •-_a • 0. 0 ~8~ gJ O <+= ~ --0 "S 2=' & _g fl C :l: ~ ~ :::. 0. u ~ @ .8 ~ u 0 o a.£ .!:;:EM 0 g£:!: .~~(II ~ Tim.E<( B.N. ROOF SHT'G. WI /16dNAILS ...________ E.N. PLYWD. 4X6 RAFTER, TYP. 518"T1-11 PLYWD.----l!l 15/32" CDX PL YWD. 2X4 CRIPPLE STUD WALL ----fll--WI 10d AT 6"0IC EN 2X4 SILL PL WI 518" DIA. A.B. i:,NI 3/16"x2" SQ. PL WASHERS) AT 32"0IC ~E.N. PLYWD. 1X3 TRIM THINSET CERAMIC 4, TILE 01 COURSE OF ----II' SMOOTH BLOCK SPLIT FACE TEXTURED BLOCK RAKE (2) #5 JAMB BARS JAMB • 112" RADIUS AT __ !II EXPOSED EDGES 112" RADIUS AT __ 111 EXPOSED EDGES • .,_-~ •. • • PLAN VIEW CONDITION AT RAFTER CONDITION AT BEAM 2X8 P.T. D.F. SILL PL (2) #5 BARS CONT. SCALE 1.112·=1'-0" #5AT20"0IC HORIZONTAL BARS #4 TIES AT 16''0IC MAX, COORDINATE W/ BLOCK COURSING HOLLOW METAL DOOR FRAME WI MIN (3) EA SIDE MASONRY ANCHORS, GROUT SOLID SCALE 1-1/2"=1'-0" 1 7 99105-48 THINSET CERAMIC TILE 01 COURSE OF SMOOTH BLOCK SPLIT FACE TEXTURED BLOCK (2) #5 LINTEL BARS HOLLOW METAL DOOR LINTEL 9 ;... 1~lil, C(1)#4BAR CONT. T&B ·4 1"' ... .I I• l~--·• ·• ._a· .• _, w f-z ::J "' - HOLLOW METAL DOOR FRAME WI MIN (3) EA SIDE MASONRY ANCHORS,GROUT SOLID #5 BAR CONT. SCALE 1-112-=1'-0" #4 SLAB DOWELS AT 32"0IC MAX. WATERPROOF MEMBRANE ALT. TAILS 2 . "' 'lc---l---~:.........&.. M _, 0 FOOTING DRAINAGE PIPE SIZE & TYPE PER PLAN PRE-CAST CONG BOX 112" MAX. SLOTS . CAST IRON GRATE WI FRAME (TRAFFIC LOADING TYPE) ALHAMBRA FOUNDRY GALVANIZED FINISH TOP OF GRATE (TG) PER PLAN DRAINAGE PIPE SIZE & TYPE PER PLAN 1'-6'' "' ll~lill ~ ;... "' NOTE: zw "w OQ I <n "' ~ wJ "'J ~~ n:o w,._ I<n f-z Oo "' -"' "' wZ JW z " 2-5 SCALE 1"=1'-0" 8 PLAN VIEW DRAINAGE GRATES LOCATED IN ACCESSIBLE AREAS ARE TO HAVE OPENINGS LESS THAN 112" WIDE IN DIRECTION OF TRAVEL (UNLESS OTHERWISE SHOINN) 6" 1'-6" 6" SECTION :i " "' POURED-IN-PLACE CONCRETE BOTTOM, SLOPE TO DRAIN TYPICAL RAFTER & BEAM SCALE Y=1'-0" 13 CATCH BASIN SCALE 1/2"=1'...0-14 BN SHT'GW/ 16d NAILS ROOF SHEA THING OVER 2x DECKING\ 4x RAFTERS PER PLAN WI HU SLOPED HANGERS RIDGE ST 18 STRAP AT EACH RAFTER SPLICE RIDGE BEAM PER PLAN 99105-39 SCALE 1-1/2"=1'-0" 3 PROVIDE FILL AS REQD FOR TRANSITION TO EXISTING GRADE 2%M1N ...-aec--l_s_coes~ FOOTING SLOPE TO DRAIN\ ~ SECTION AT EDGE (2) #5 CONT. THICKEN EDGE 3 (1)#4BAR CONT. T&B j, SLOPE TO DRAIN '----j10 SECTION AT BUILDING 8 #4 BAR CONT. #4 SLAB DOWELS AT 32"0IC MAX. ,---------13 #5 FOOTING DOWELS AT 32'0/C 1'-6" KEYNOTES SCALE 1"=1'-0" 1 SPLIT FACE BLOCK WALL 2 3f8" EXPANSION JOINT, FILL W/ MASTIC SEALANT TO MATCH PAVER 9 3 CONCRETE PAVER HEADER COURSE SETON 6" CONCRETE BASE Wf#4 REBAR CONTINUOUS 4 CONCRETE PAVERS, SEE SPECIFICATIONS FOR COLOR AND PATTERN 5 1"SANDBASE 6 CLASS H AGGREGATE BASE, COMPACT PER GOTECHNICAL REPORT AND MANUFACTURERS RECOMMENTATIONS 7 COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 8 FINISH GRADE 9 #4 REBAR CONTINUOUS 10 BUILDING FOUNDATION NOTE: SET HEADER COURSE MINIMUM rnsTANCE FROM EXTERIOR SPlTFACE WALL OUTSIDE CORNER (NTS) INSIDE CORNER (NTS) CONCRETE PAVER DETAIL SCALE 1/2"=1'-0" 15 B.N. SHT'G WI RAFTER BEARING 16d NAILS ROOF SHEATHING~ OVER 2x DECKING L5x3x114x3" LONG CLIP ANGLE WI 518" DIA. M.B. TO RAFTER & 518" DIA. A.B. TO CMU. AT EACH RAFTER THI NSET CERAMIC TILE 01 COURSE OF SMOOTH BLOCK SPLIT FACE TEXTURED BLOCK EAVE ROOF TILE RAKE TILE----, UNDERLAYMENT--""' RAKE 4" 4x RAFTERS PER PLAN A35F TO 2X BLOCKING & SILL PLATE 2x8 P.T. D.F. SILL PLATE WI 518" DIA. x 8" AB AT MID-POINT BETWEEN RAFTERS IN ADDITION TO CLIP ANGLEA.B.S (2)#5 BARS CONT . 9910~31 SCALE 1-112"=1'-0" ROOF SHEA THING 2X DECKING RAFTER 4 99105-76 SCALE 3-=1'-0" 10 8" SPLIT FACED CMU, RANDOM ASHLAR COURSING, GROUTED SOLID, WI #5 VERTICAL BARS AT 32"0/C & #5 HORIZONTAL BARS AT 20"OIC 1/2" FOAM FILLER AT EXPANSION JOINT AT HARDSCAPE, WI SEALANT OVER FOAM FILLER HARDSCAPE OR FINISHED GRADE, SLOPE AWAY FROM WALL 11 f.'il I ~I 11, ::-(1) #4 BAR CONT T&B . "''lc---l----=:.....--M _, 0 FOOTING RIDGE TILE RIDGE NAILER UNDERLAYMENT RIDGE J 1'-6" l #5 FOOTING DOWELS AT 16"0IC EA. FACE ROOF TILE SCALE 1"=1'-0" ROOF SHEATHING 5 99105-77 SCALE 3"=1'-0' DATE 11 1/2" MIN. HARDSCAPE OR FINISHED GRADE, SLOPE AWAY FROM WALL q ;... SILL ROOF TILIE UNDERLAYMENT ,., . COPPER FLASHING 2XSHAPED FASCIA l:!Ji , ,)il~ll, -(1) #4 BAR CONT. T&B " ci M _, 0 WALL CORNER 1/2" FOAM FILLER AT EXPANSION JOINT AT HARDSCAPE, W/ SEALANT OVER FOAM FILLER 1'-6" SCALE 1"=1'..Q" ROOF SHEATHING 2X DECKING RAFTER WI RADIUSED 6 END AND EDGES ,'°JD \§JTYP. 99105-78 SCALE EAVE 12 C-3683 BONITA CANYON SPORTS PARK STORAGE BUILDINGS DETAILS "' ~ 1 g· RON YEO, FAIA ARCHITECT, INC. DATE BY DESCRIPTION APP'D. DESIGNED DRA\\l'l CITY OF NEWPORT BEACH P-5195-S g .,,__,,,>-500 JASMINE AVENUE, CORONA DEL MAR RY JB ';; i ~ & CA 92625 P:714-644-8111 F:714-644-0449 REv1SIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 4 OF 4 &~ia~------------------------------------------------------------------------------------------------=-------------------•---------•-----------------------•----•ReY...,_...,o.s.0.2.0.s,1,,, ________________ .._ ______ __,