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HomeMy WebLinkAboutCD 13-11; CARLSBAD DESALINATION PROJECT; Consistency Determination-··'. ··~··- ---------------- ---------------------·-1------------------------------- -------CD 13-11 -------=--=--=--=--=--=--=--=--=--=--=--=--=----=--=--=--=--=--=--=------=--=--=-- ---- - - - - ----- --: --r------- - - - -------- - - - ---- - - I rWATER PLANT LEASED LINE ' I; -------------------------1---,-r----------,.~-------------.... I SEE NOTE 1 :-:-"' I f'r,.J .,.. I ' ' r EXISTING TUNNEL ' !J' q \ ~ ~ : : ACCESS STRUCTURE 147.4' l"5\ -~-"' I l/~==============~~~~~~~~~~~=~=~~mf2.·f-~~\~==~~~ ....... .-. .... Cit --~-" _:/1 ~ = ::-cHEMICAL DELIVERY CONTAINMENT AREAIII( == ~--/ II@ :. 1' I I~ J rf©- I 25.D' 16.4' --------------~--------------------------------I CHEMICAL STORAGE/TREATMENT I_ (AREA 780) PRETREATMENT (AREA 200) l 1 L ------------------- F ' 7.0' 13.1' D POST TREATMENT (AREA 800) I I OLIDS HANDLING (AREA 260) D 5.9' '-1---------------------,P .-----------.c::::,r~ (AREA 100) 1 1 D G n EJ ~ -{AREALJ1100) 111======================""1~~~~~===5~-~~=o~-~~~~~~~~~==::L::==~l~===~~~~~~~:x:y,~,~ '~'~'1'~'~'~'' ' ~ -~ .1: l > 25.~ ·;IL----------------------'!'-~-·rsi , . : ~ CLEAR WELL {AREA 220) ;.· > PRODUCT WATER TANK (AREA 900) REVERSE OSMOSIS/ ADMINISTRATION BUILDll\iG (AREA 500) ~ -SE~ NOTE 6 -~------~ 8.6' ' -(4ff) N ~ q / F\ 0 \. II ---- 25.0' • -r POINT DESCRIPTION ~~1sD1Eo ~ ~ / OUTSIDE CONCRETE WALL = ocw ~, :r-c-,v CONCRETE POINT DESCRIPTION ?>~~~ WALL TOP OF FOOTER = TOF . '0/)0 -7,:;'.( FOUNDATION FOOTER CONSISTENCY DETERMINATION EXHIBIT (\ FOR PROJECT NO. Por> oo-o>.(~/,"-P»-'>r~, WATER PLANT LEASED LINE SEE NOTE 1 FINISHED ' r r POINT DESCRIPTION GRADE ~ ~ V OUTSIDE CONCRETE WALL = OCW ~ / V,~~ ':'0 ~~ CONCRETE '-::.Y,,)1/~~ WALL ~» ~ ,/ SLAB ON GRADE 0 30' 60' iiiiiiiiiiiiii NOTES: 1. LEASED PREMISES, EASEMENT LINES AND EXISTING FEATURES ARE FROM THE SURVEY PREPARED BY BHA INC. 2. ALL ROAD WIDTHS ARE MEASURED TO FACE OF CURB. 3. COORDINATE CALLED OUT ARE AT OUTSIDE OF WALL. 4. BUILDING EXTERIOR COORDINATES ARE BASED ON DIMENSION IN THE STRUCTURAL DRAWINGS. THE PDF DIMENSION GOVERNS. 5. POINT TABLE INFORMATION IS AFC. 6. BRINE PIT COORDINATES ARE TO THE OUTSIDE OF BRINE PIT WALL. TAG TABLE I Point Table I Point fl Northing Easting Description I 1 1 996289.805 6229469.926 I 2 1 995794.450 6229676.363 I 3 1 995686.291 6229716.021 4 1 995571.483 6229763.860 I 5 1 995483.666 6229551.588 I 6 1 995636.070 6229423.424 I 7 1 995617.743 6229381.309 I 8 1 996160.271 6229156.844 I 43 1 996051.058 6229383.130 I 44 1 995681.098 6229536.198 I 45 1 995649.475 6229454.317 I 46 1 995667.879 6229446. 703 I 47 1 995655.581 6229416.981 I 48 1 996005.213 6229272.323 -:: 51 1 995740.756 6229398.3.34 / ~!I""'- 52 1 995718.734 6229407.446 53 1 995710.004 6229386.347 995732.027 6229377.235 . : ~ I 54 1 Note: Parking lot and landscape I grade details, as well as site plan information outside of clouded area, subject to separate review and approval. ABBREVIATIONS: LLC ocw TOF LEASE LINE COORDINATE OUTSIDE CONCRETE WALL TOP OF FOOTING LLC LLC LLC LLC LLC LLC LLC LLC ocw ocw ocw ocw ocw ocw ocw ocw ocw ocw ~YJ.n~21'-=-"'-e« Dale k/_u/13 Don Neu. City Planner POINT LOCATION DETAILS ITEM TAG TO THIS PKG. DWGS. TAG TO HOME DWG. RECOMt.fE~DEO BY DATK lr,/7/1". 1-----1----------------i----i----jt-'--t--~ SCALE JS INDICATED 1-----+--------------------l-----l-----+----+----I DAfE JUNE 2013 l---l---------------+----i----i----j~--1 FILENAME IJOO-C-1..0--IIP-S- 1----1--------------------r-----+--+----1 DESIGNED BY REV DESCRIPTION ENGR DA,E APPD DATE DRAWN BY CHECKED BY J PRIOR J PRIOR B LETO SCALE: NTS EXHIBIT p O .'i f. I ll O N It f -~ 0 II R <: r .~ ARCADI~. IDE technolo ies ltd. CARLSBAD DESALINATION PROJECT ALL S-9901 C-107 S-9908 PROJECT NO. Proposed RO/Administration Building Foundation 04354003.0000 SHEET OF )()( () -.). 0 0 -l. "'+\ w , ... I .... -', ~ ? ? ? tr ? 37'-10" 26'-11 1/2" 26'-11 1/2" 26'-11 1/2" RO Process Area 38,179 SF ~ 26'-11 1/2" 26'-11 1/2" ~ 396'-4 1/2" r 26'-11 1/2" 26'-11 1/2" ~ f 34•-o· 20·-o· First Floor Electrical Area 7,195 SF 19 RO BLDG ADMIN BLDG 27'-1011 30' -3" ? 27'-911 I c a ' 22·-o· 1' First Floor Proposed Extension Area 1,912SF ' r-- .. ---. --1·_:-._-I T3 ! • • , • ' I I -~@]-5 -,r \i-; I "I --~-CJ----[JjT3j _____ rim -----r----_ -:(ru------rcm·----r-----rl~3t-_------···r[II[------__ -1-___ -_---jrTS~------ -I ' 1- 1 EJ I .. @--------,-(QJ.-, 0 LEGEND L· -· --/ 1 / / t.,3-: > 1 [ill J.3 I w i ' ' "-i·-· ~ ... I EJ I in - 0 I w ·1 EJ • 0 CL .I ~ N 2'-0" TYP TOC ELEV PER PLAN DIRECTION OF 1 ST LA YER REINFORCEMENT FROM TOP & BOTTOM SURFACE DIRECTION OF 2ND LA YER REINFORCEMENT FROM TOP & BOTTOM SURFACE BRACE GOING UP BRACE GOING DOWN BOTTOM Of SLAB MATCHES BOTTOM OF LOWER SLAB INDICATES BASE PLA1£ INDICATES SECTION CUT @ GRIDLINE 2 "--32" THK MAT SLAB W/ 1/9 @ a·o.c. T&B EA WAY, TYP N01£: SLAB FLOOR MAXIMUM SLOPE 0.3:,,,; S-510 1. SEE SHEET S-9907 FOR FOUNDATION DIMENSIONS NOT SHOWN, TRENCH LOCATIONS , SLAB SLOPES, OPENING LOCATIONS ETC. 1 S-516 Z SllC "'""'g C<m a>se e< C<m eAAC< rn,Me <>>CO,,S (TI n,ao ,>). 3. 4. 5. 1 4 SEE DETAIL 1--,s,..._:.,., a,,..-,1--,s,...-:.,., a,,.-, FOR BASE PL FOR GRAVITY COLUMNS. VERIFY FINAL LOCATIONS OF EQUIPMENT ANO ANCHOR BOLTS PRIOR TO PLACING CONCRETE. SYSTEM TYPE: S1£EL ORDINARY CONCENTRICALLY BRACED FRAME (CBF) RESPONSE MODIFICATION FACTOR, R=3.25 SEISMIC RESPONSE COEFFICIENT, Cs = 0.338 DESIGN BASE SHEAR, VNs ~ 1370K, Vcw = 1293K ANALYSIS PROCEDURE : RESPONSE SPECTRUM 1----+----------------+---+---+---+---I SCALE 11 P0£111J)ON Rl:SUUIICE& f----+----------------+---+---+---+---1 DATE JUNE 2013 EXHIBIT FILENAME l---1-----------~----1---1-----1-----ll----l I \ I ,LL.,s,f' 1 O> - [ill_T2 _____ -~---,-___ \!'-"'-'~-,,- 6. SEE S-514 FOR BRINE PIT ELEMENTS THAT ARE ATTACHED TO THE BUILDING SHALL BE DESIGNED TO ACCOMMODATE MOVEMENTS OF THE STRUCllJRE BASED ON THE MAXIMUM INELASTIC RESPONSE DISPLACEMENT PER CBC. WHICH INCLUDE A DEFLECTION AMPLIFICATION FACTOR PER ASCE 7 SEC. 12.8.6. THE VALUES OF 8, ARE AS FOLLOWS: LEVEL MEZZ. LEVEL ROOF RELATIVE 8, (DRIFT) : ±0.53" : ±0.20° (FROM MEZZ.) FOUNDATION PLAN SCALE: 1/16"=1'-·0" --ARCADI CARLSBAD DESALINATION PROJECT • ' ... -I -"' I N ."' -- I ' HSS 6x6x~1 ';' TYPOF4 .._ 'b I I I I --i-- 1 I RO/Admin Building Legend I ~ RO Process Area II ! ! 11 Administration and Electrical Area W j Proposed Footprint Ex1ension CONSISTENCY DETERMINATION EXHIBIT Q FORPROJECTNO.PDPoo·o•(,•)/r.i•,»·1,{,) ,n ~ Date, /0-22..-/ 3 Don Neu, City Planner RhCOMMENDEDBY,_._5c_·,-'ct\-<_J=D_oc_w~"~c'--··~- DATE, \0>/-,/1 .... Proposed RO/Administration Building Level 1 ~· 0 CD 13-11 B' 16' 32' ~~ S-501 PROJECT NO. 04354003.0000 DESIGNED BY M. STONE KSD .1& .· REV DESCRIPTION ENGR DATE APPD DATE DRAWN BY s. LEE ~'i;';t~U~ ")-~IDE L__J_ ____________ J___L____cl__J _ _J~C~H~[C~K~E£D~B~Y:._...,l:~~C--J_----~--J_------.....!:~~~-~=---------lL....--~re~c~hn~o~lo~gi~es~l::::.:,.td.~~---L-----------------------'----------------~--------------~S~H~E-ET__:==~=...:~F__:)(){===.1 N a (JI 0 C ~ w I ~ ~ r - - - - - +1.1•-10112• I 8'-0' I -~-- I I - I I r r . -- t - ' -j-------- I I ····----n 1-i···--1 , . ..,.. ·~ I I 220 ELECTRICAL j .J . I I I CONSISTENCY DETER\!INA TION EXHIBIT ("'\ ~R PROJECT NO. OOPoo-DZ(l"'~-P>l·ll{•) _'ik~, D,tc: lo{~lI Don Neu, City Planner RECOMMENDED BY: ~'\, ~vi,\,, __ _ DATE, l'>/-,/1:,, 3T-10' I .. 26'-111/2' '--~--~ -------,;-.~~ .. ----·--~ ·.=.,··=-,.-,=~--_, 1---1-------------t---l-------j---f---j '.~1~ :\.; -/->.:: 11·1-Ji1~cJl.~cJ t---l~~~~~~~~~~~t---t~-1--t------1 [,A TE ,11 .. L '° ',, 2C13 I I i hJ1~1v1l l---l-------------1-----tl-----t---t---J ·_1 ~: '::.1 ,. \J f_ l) --:'.· Y Designer ~1 i; .11 v,.r ., RY Author -, 1 , r-,., 1< t_ ~-1::, '1 Checker 26'-11112" -' ---.- I i ' . I EXHIBIT W-11112' ~-- --__ :j ___ ----- I I ' . ·1·_-... -- - I 26'-11112' -C W'.'"C'" .-c .... ---- i . I I RO Process Area 38,179 SF ---__:_ --:-£'~ <( I~ I :J I :::c ·~ I :ii I I 26'-11 '/2' I I 26'·11112' I ~+r~1~~----f-1~~~~-t--~-t-~ , I I I 29'-0" Second Floor Administration Area 7,195 SF 9'-0" I I STAIR #2 22'-IJ' I I oo ~ , -·--~· r---... · -· ·-···· ·· ·· .• ~···· · ·: 1 I I • STAIR#3 i I , l ____ t--: . _ JP ifln$:$\Jl±ffifBTh'. __ ___ __ ...... _ l I I n: .' ., -i l · . l · · I -I I I 62.04' f 1! I I 60.71~ I I CD13-11 Second Floor Proposed Extension Area 1,912SF . ~ _ _ ! I ··-__ :::-__ -___ _ _____ -___ ... _ ~ 54170 __ 1 .. ' ; ; i---· Q-. ~--~I~~~ IA~~F¥'i =t I ffi ' ii I II I I, I . I f • 1 .. _ =1····· STAIRi:4 1 ... f. I -· f'l·· . -= .·.,........ --~ _UP_ Ll_JJ._ JJ.STl.lJAIR"-!115~~'""":':1, T ·-----. ---! 1 I , I I , • I I i I . i ' I_ I ' I ·r1._·· · l I-.==,,.. . .. ·----~-_· . ~-t-~-. ----=-. ~-1. --·---X -i I! J I ' I ··. l ~ --~-lt ~l ~~-.. ... ... .. . -· 11 f I I I I I I I a!i I I I 1 11 1 I ; \!j I a!i I I I ( .. -[gj--- -------; . / R.O .IADMIN OVERALL LEVEL 2 PLAN RO/Admin Bui: ing Legend I RO Pr ,, ess Area --I Admin . ration and Electrical Area -~ j Propo~ 2 I Footprint Extension -- -~----------~----------1 ' 64' F-------,j ___ _. ! •11 '/'. '1V '·, _ ' • -, PDiEIOON RESOURCES ~ARCADIS A-500-2 fl10E technolo ies ltd. KSD K!~Wlf """"A ~ CARLSBAD DESALINATION PROJECT -1~·T \- Proposed RO/Administration Building Level 2 D4 3.54110.3 CICls;cj 20 22'-0' 29'-0' 27-10' 20'-0' J.1 1'-10 Ill' 19'-7" W-8' 13'-4' 114' 14'-0' 1'-10111' ---,1<---,i'~~---+------~>-------~>---------J,____.-,_----+~ ' . R.O. ADMIN BUILDING NORTH ELEVATION SCA.I_::_ 1;'16" ',' (/' l."·A.1~ JI_ILY I, 2[,'2, ~,i-S' ,.\J!:_l_1 l~Y Designer r_, i:;: ,c,, '/\,' ·~ 8 Y Author • J 1"-:_ -K F: !:) f: ·1 Checker EXHIBIT ~ ~• ---~ ---- Si ~ gj ~ ~ ~ ~ ~ coL -~ KSD Klf.WlTSl-leA IJESF<llt.lATION ,....._,..,,_.. 4 A-500-7 34'-0' 2&-111/l' 26'-11112' R.O. TOS 76.71' OW PT. OF STEEL 74.5' R.Q._LEVEL 2 ~ 60.71' R.O. MEZZANINE ~ 54.1T T.O. R.O. CURB I 42.21' R.\LLEVEL 1 ~ 41.71' ~ARCADIS fJ10E technolo ies ltd . 1ff-111/l' 26'·111.12' 26'-11112' CARLSBAD DESALINATION PROJECT 2&-11111' 9.1 6.6 6.2 26'-11112' 3T-10' ff -0' CD13-11 _ R.O.TOS ~ 76.71' rJlv PT. OF STEEL 74.5' .B,O. LEVEL 2 ill'\ 60.71' 1..J --t~R.O. MEZZAN:NE ill'\ 54.IT '-' T.O, R.O. CURB 4221' .B,O. LEVEL 1 ~ 41.71' R.0. ADMIN BUILDING EAST ELEVATION HATCH LEGEND Note: Material selection for North and East Elevations will be consistent with Material Legend on this page and Council-approved plans. CONSISTENCY DETERMINATION EXHIBIT , ~ FOR PROJECT NO.PPP o>·>t/K'fD.~oJ-'>/A\ "" /'&4 Doto /0 -a--/J Don Neu, City Pl11DJ1er 0,; ~ !l'i oJ'\<V" ,l,\/ . RECOMMENDEDBY::_ ----'-I---='------ DATE: t:,{? /t -z. L-J L ~]JID W:illiJ Proposed RO/Administration Building Architectural Elevations MATERIAL 1: GFRC PANEL MATERIAL2 CORRUGATED METAL PANEL MATERIAL 3: CLEAR ANODIZED ALJMINUM PANEL MATERIAL 4: TINTED GLASS MATERIAL 5: METALLIC ALUMINUM PANEL MATERIALS PERFORATED ALUMINUM PANEL MATERIAL 7 SPANOREL GLAZING --- A-500-6 _: I~ I 04334003 000(; )~112 6.2 a·-0::· 6.6 N_.1.. r;;, ~ ~ ~ r;; 05) ~) ~ _:r_ _T_ y I ROJADMINBUILD:NG(AREl\5¥ I I y i l ~,.___ _ _,_ _____ 3r--1-o·----, ---2-s·--11-1,-2·---'.---2-a·~-1~11~12.---L-.---26~'-1~1~112=·----'-.--~2=6'-~11~1!2'~---'--.--~26~'-1~1 ~112~· ___ .,._ ,--~2=6'-~11~1,=i---'---26=,=.11112"·--1!/ '. 12'-10' ·, 16'-0' r9'-51/4' 9'-51/4' • 13'·5 3/4' 13'·5 3/4' l 13'-5 3/4" 13'·5 3/4' -, 13'·5 ~4' 13'·5 314' 1 13'·5 3/4" 13'-5 3/4' l 13'-5 3/4' 13'-5 3/4' I --+-1'-3" I . I. ..• -~"' ~: ~ .. . .··· , I \_ l'-11114' ACOUSTICALPANELDOOR -t+ STOREFRONT ENTRANCE ~--SUPPORT FOR EDGE OF SCREEN WALL TO BE PROVIDED AS PART OF THE RO/AJMIN BUILDING STRUCTURE, REFER TO THE 500 DRAWING SERIES FOR THE DETAIL . .-.----:- -. . " . 13'-5 314' 13'-5 314' ~-1_3'-5 314' l 13'-5 314' f! I I I !l! I tll ~ I i j I ~ CD 13-11 ENLARGED TREATMENT FACILITIES WEST ELEVATION I A-1300-2 '-....___, 17 18 19 RO./ ADMIN BUI ING (AREA 500) .-; 34'-0" 20'-0" 2r-10· 13'-5 314' 13'-5 314" 13'-5 ~4· 13'-5 314' 15-1" l l l I ii I ,,~. ;.:~. ;.:~. ' '.,-,:~.-.:•.:,-,:•., -,:~--,: -,:•. • I • 13,. 5 314, '\ ~ STOREFRONT ENTRANCE +----+ ~-1 --1 ACOUSTICAL PANEL DOOR@R.O TYP tt OVERHEAD PANEL DOOR@ADMIN, TYP 15'-1" 13'-5 3/4' I _ 13'-63,14" . 3~·3' 13'-5 314' , , ' I 21 22 2r-<r 22'·0" 13'·5 314" 13'·5 314' 1.5.4• 6'-0' ~-0' L , ' I I I I I ! I I 13' · 5 314' -SIDE SLIDING DO R STOREF~ONT ENTRANCE ENLARGED TREATMENT FACILITIES WEST ELEVATION - 2 A-1300-2 CONSISTENCY DETERMJNA TION EXHIBIT ~ FOR PROJECT NO. N>POO-lR(rn/l'P ~>a>i• 2k, o,,,/0-22-11 Don Neu, City Planner RECOMMENDED BY: JULY11,2013 I U s/1ML l---+----------------+--,1--+---+---1 A-1300-2 f----+----------------+---l--+---+---1 [,[' ,flc , HY KKV ll h;' /'. '/\1\' ;:; '-Jrl( . :_-::: ~·'-::_~: d'1' TJrt ~'[\i EXHIBIT POSEIDON WATER KSD i'iifWIT SHEA.,--.. 0£SA...INATIONi._·~/ arr~@ ~ARCADIS ~>IDE lechnoloaies ltd . Note: Adjacent building elevation shown for context , only; subject to separate review and approval. HATCH LEGEND f • . l . ' ~ -. -., .~ ·•· . MATERIAL 1: CONCRETE PANEL MATERIAL 2: CORRUGATED METAL PANEL MATERIAL 3: CLEAR ANODIZED ALUMINUM PANEL CARLSBAD DESALINATION PROJECT MATERIAL 4: TINTED GLASS MATERIAL 5: ' METALLIC ALUMINUM PANEL MATERIAL 6: 1mw12 fil~J SIMULATED PERFORATED ALUMINUM PANEL MATERIAL 7: SPANDREL GLAZING Proposed RO/Administration Building Architectural Elevations A-1300-2 r, .•,: !. ,, r,1 r, --z: r,r,.r,r, l) '+. J. j '+l, \.)',. l) l, \. _, \.) UI ~ UI