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HomeMy WebLinkAboutDWG 804-8; ; GEOGINA COLE LIBRARY EXTERIOR UPGRADE, 2000; 01-22DRAWING NUMBER PLAN HOLD CORPORATION • IRVINE, CALIFORNIA REORDER BY NLJMl:IER 075AR DRAWING NUMBER Pl.AN HOLD CORPORATION • IAVINE, CALIFORNIA REDRDEf1 J3Y NUMBER 075AR resm~ roor or ~r.1w m. rn1s L.111 • - COLE 1250 DRAWING NUMBER IBRARY ~e.AQYtttAG.E:O. VE REORDER BY NL.:i'IEIE:H U75AR 1250 CARLSBAD VILLAGE DRIVE, CARLSBAD, ,\1CGRAW/BALDWIN ARCHITECTS ARCHITECTURE PLANNING CONTRACTORS LAY DOWN 1 AREA CONTRACTOR MAY USE EXISTII--G GRA va AREA FOR TEM?ORARY PARKING QRII--G CCNSTRUCTION. LPCN COMPLETION OF CCNSTRl..,CTION, CONTRAC OR SHALL RESTORE AREA TO ITS ORIGJ •~ CONDITION. __ _ ------ I ( I I I I I I / - ~ I I ) -----1 I I I I I -- IL ---------------- SITE PLAN SCAIE I" • 20' -CY I I I I I I I ~ I I ~ ----- I I I I I I ! I I I I I ~ □ illll -- -- I \ \ ---- I \ ~ I I , ~ I I ~ I I \ -, I I I I --_J I I I l I I I I I I I I I I I I I I I I ) ) // INTERIORS 1 A1.1 w > -°' 0 w ~ ...J -> 0 < o:::i V') ...J ~ u I PROJECT DATA I 2 50 CARLSBAD VUAGE DRIVE CARLSl3AD, CALFORNIA 9 2008 Ol'J!',ER, 11-E CITY OF CARLSBAD I 2 50 CARLS13AD YR.LAGE DRIVE CARLSl3AD , CA 9 2008 (6 I 9) 4 38 -I I 6 I Af?CHIIECP MCGRAW/BALDWIN ARO-liTECTS 70 I B STREET , SUITE 200 SAN DlEGO, CA 92101 619.231.0751 STRLCJU?AL CONSlL TANT• aA YLOCK 8-JGl'cERn--.G GROlP I 7 7 5 HANCOCK STTREET , SUITE 2 50 SAN DIEGO, CA 92 I 10 619.543.0667 B£CTRICAL CONSLL TANT• VAN a..u;>BJ KIM'ER AN) ASSOCIATES 5030 CAMINO DE LA SE'5TA, SUITE 30 I SAN DIEGO, CA 92108 619).291.9980 SHEET INDEX Tl. I !>TEWORK C-I 511E GRADn--.G PLAN C-2 w'NJSCAPE CONSTWCTION PLAN lFRONTl C-3 w'NJSCAPE CCNSTRUCTION PLAN <RV>R> C-4 w'NJSCAPE CCNSTRUCTION OCTALS I..AN)SCAPE I:, L-1 IRll1GA TION Pl.AN !FRONT) l 1..-2 IRRIG/ TION PLAN CREAR> L-3 Pl.AN -11\G PLAN !FRONT) q L-4 PLANTn--.G /0 1..-5 IRRIGATION IW.1 PLANTII\G DETALS ARO-l!TECJU?AL If AO . I PARTIAL SITE DEMU.JflON PLAN J 2 A I . I PARTIAL SITE PLAN I 3 A I • 2 B--i..ARGEO SllE Pl.AN/SITE DE' AILS t4 A2 , I FR5T A..(X)R Pl.AN I> A4. 0 JEM'.JLITION B.EVATiO'S ff,, A4. I ~ C!.EVATIONS t 1 A7. I WALL SECTICNS ( j A8 • I EXTl3<IOR DET ALS SJBVCIU?PJ,. . 1 q S I SIRILTU<AL NO TES Al'O T'l'PICAL DET ALS A fCTRICAL El ,0 SYM30..S, A!'8<EVIATICN5 € LLMNM!E SCI-BJLlE E2 • 0 B.ECTRICAL SITE PLAN E3. 0 PAia. S"'..-F"--l.ES € OCTAJLS l<ORl1i A ROAD -DO LA COSTA ' VICINITY MAP I I DRAWING NUMBER T 1.1 -XTERIOR UPGRADE ( P!!~~C~!;T!J • IRVINE, CAUFOANIA RF.OFOER EIY NUMBER 075AA DRAWING NUMBER ?LAN HOLD CORPORATION • IAVINE, CALIFORNIA AEOf'DEfl av NUMBEA 075AR -EXTERIOR UPGRADE CALIFORNIA 92008 DISABLED ACCESS REGULATIONS CURB RAMPS NOTE: Curb Ramps shall be constructed at each corner of street int&rsectlons and where • pedestrian waJ crosses a curb. The preferred and recommended location for curb ramps Is In the center of the crosswalk of each street corner. Where it Is necessary to locate a curb ramp in the center of the curb return and the street surfaces are marked to Identify pedes- trian crosswalks, the tower end of th■ curb ramp shall terminate within such crosswalk areil9. Sec.11278.5.f I: Fig. llB-2.0C Case E. 1. Provide a curb ramp at • Sec.11?7B.5. 2. Curb ramps shall be a minimum of 4' in widlh and sha1• fie, gen- erally, in a single sloped plane, with a minimum of surfac-? warping and cross slope. Sec. 11279.5.2. 3. The slope of curb ramps shall not exceed 1 vertical lo 12 hori• zontal. sec. 1127B5.3. 4. Maximum slopes of adjoining gutters, road surface immediately adjacenl lo the curb ramps, or accessible route, shall no! exceed 1:20 wilhin 4' of the top and bottom of th• curb ramp. The slope of the fanned or flared sides of curb ramps shal not e;.c.eed 1 unit vertical 10 10 units horizontal {10% Maximum Slope). Sec. 1127B.5.3. 5. A level landing 4' deep S11ail De provided at the upper end cf each curb ramp over its full widlh to permil safe e~ress from the ramp surface, or the slope of the fanned or flared sides of the curb ramp shall not exceed 1 vertical to 12 horizontal. Seo. '1279.5.4. Figure 11 B-20AB Sidewalk 10%max. side flares r Reteinlog c,rt, • necassary at back of sidewalk Sidewalk ~ !,.anding is not required when • ..---the slope of the flared sides ~ doesnote:w.ceed1:12 48" min. 48" min. Crosswalk Domes required if slo1,.e is less than1:15 r Fron! edge of sidewalk 12 in. minimum border groves See groo1,1ing detail Figure 118-ZOGH Eictension of oi:ooves ID curb face optional 6. Transitions from ramps lo walks, gutters, or streets shall be flush and free of abrupt changes, except that !he lower end of each curb ramp shaU have a 1/2" lip beveled at 45 degrees. Sec. 1127B.5.3 I: 11276.5.S. 7. If diagonal (comertypa) curb ramps have returned curbs or other well.-defined edges, su,h edges shall be parallel to the direction cf pedestrian flow. The bottom of diagonal curb ramps shall have 48 Tnches minimum cleou space, Rgures 11 B·22(c) & 11 B-22(d), If diagonal curb ramps are provided al marked crossings, the 48" clear space shall te within the markings, Figures 118-20 cases C and D. If ~age nal curb ramps riave flared sides, they shall also have at least a 24" long segment of slraighl curb lo,, cated on each side of the curb ramp and within lhe marked crossing, Figu,es 118-22. Sec, 11278.5.10. 8. AH curb ramps shall have II grooved border 12 inches wide at t1!e level of !he surface of !he sidewalk along the lop and ,~ch side. Sec 11278.5.7. A culb ramp shall have a delectable warning that extends the full width and depth ol the curb ramp inside the grooved border when lhe ramp slope is less than 1 vertical lo 15 horizontal. 10. Curb ramps shall be located Clf protected to prevent their ob- struction by parked cars. Seo. 11278.6.9. 11. Surfaces shall be stable, lirm and sl!p-re'sislant and shall be of a conlras\ingfinishfrom \he adjacent sidewalk. Sec. 1127.B.5.6. Planting or other non-walking surlaca Figure 11B-21(a) Section B-B 2•· l mill. <~► Figure 11B-19C 24" min. straight segme of urb !~max. at ~ares ..(-l._.. Extension of I groo11es l(! curb face -optional 48" min. • or greale < Figure 11 B-20EF Case E Noto: See Title 24 for other canfi~urelions not illustrated here. SITE DEVELOPMENT AND ACCESSIBLE ROUTE OF TRAVEL NOTE: Accessible Route of Travel Is defined a.s ... conlim; ous unobstructed path connecting all accessible elements and spaces In an accessible bulldlng or facility that can be: negotiated by a person wilh a severe d!sablllty using a whee chair, and that I• also safe for and usable by per• sona r1ith other disabilities, and thal also ls consistent with the definition of 'path of travel' in Sections 2:17-P and 1102B, ,. Site development and grading shan be designed lo pro11ide access to an enlrances and exterior ground floor exitS, and --:~ss to normal paths of travel, and where necessary lo prQ- \. 'e access, shall incorporate pedestrian ramps, c,wrb ramps, e Sec, 1127B.1- 2. AJ ast one ace ;ssib!e route within thL boundary ol the sile .. i1~.& ;: providec: from public lransportatioh stops, accessible parkin ~. accessi.)le passenger loading zones, and public slreeb or sidewalks lo the aC"" 2ssible building entrance they serve. When more than oner ute is provided, all routes shall be accessible. .:iec.1114B.1.2. 3. When more than one building 01 facility is locate:! on a site, accessible routes of travel shall be provided between bui!..i- ings and accessible site facililies. Sec. 11148.1.2 and 1127B.1. 4. The accessible route of traYel shall "be the most p,· .:tical di- rect route between accessible 1.:iuilding entrances, • cessible sile lacilities, and the accessible entrance lo the ,ile to the ma;..imum ext~nt feasible, coinciding wilh the route for Iha ge1 era! publi.;.• Sec.11148.1.2 and 1127B.1. 5. Pr,)Vide si9ns displaying the International sy,r·f)ol of access!· bility al every primary public entrance and at every major Junction along ..,r• .oading to ah accessible route oftra11el. Signs shad indicate the direction ID accessible buildif'I!) entrances and shall compty with Seclio• 11HB.5. Sec. 11278.3. WALKS & SIDEWALKS 7. When abrupt changes in level not exceeding 1/2" occur, !hey shall be beveled with a slope no greater than 1:2, except that leYel changes n·ot exceeding 1/4" may be vertical. Sec. 1133B.7.4 & F1g.119-5E (c) and {d). 8. Abrupt changes in level along any accessible roule excoed• ing 1/2" shall comply with the requirements for curb ramps. Sec.113B.7.4 9. When the slope in the Jirection of !ravel of any walk exceeds 1 Yertical to 20 horizontal It shall comply with the provisions of Section 1133B.5 as a pedestrian ramp. Sec.1133B.7.3 10. Walk and sidewalk surface cross slopes.shall not exceed 1/4" perfect Sec.1133B,7.1.3 11. Walks shall be provided with a level area not less lhan 60" by 60" al a door or gale that swings toward the walk, and not less than 48" wide by 44" deep at a door or g<.te that swings away from lhe walk. Sec. 11338,7.5 12. Wa!ks shan exlend a minimum of 24" to the side of lhe strike edge of a door or gale that swings toward the walk. Sec. 1133B.7 .5 13. All walks with continuous gradients shall have ls-✓el areas al least 5' in length a1 interva 'l. of at !east eve., 4D0'. See. 11336.7.15 14. Walk and sidewalk surhces whith a slope ol less lhan 6% gradient shall be al leas! as slip-resistant as that described as a medium salted finish. Sec. 11338.7.1.1 15. Walk and sidewalk surfaces whith a slope of 6% or more gra• dient shall be al least as slip-resistant. Sec. 1133B.7,1,2 16. Walks, sidewalks, and pedestrian ways shall be free of grat• ings. whenever possible. For gratings localed in the surface of any of lhese areas, grid openinijb in gratings shan be no ~reater than 1/2" wide in one direction. If gratings have elon- gated apenings, they shall be placed so that the long dimensio.1 is perpendicular to the dominant direction of travel. Sec.1D23.~ & Fig.116-7B (a)- PARKING, PASSENGER DROP-OFF AND LOADING ZONES PARKJNG . . 1. Pro11ide ~~~~-disabled parkmg spaces as requHed by Table iiB-7. Sec.1129B.1, • 2. At fadlilles proYiding medical care 3:nd olher services !or p~r- sons with mobiUty impairments, parking spaces .complyu,g with this Section shall be pro11ided in accordance w1lh Table 11 B-6 except as lol!ows: · a. Qulpatient units and facililies: 10"/4 ol the total rurnber of parking spaces· provided serving each such outpa!Lent unit facility. Sec.1129B.3,1. • . b. Unils and facilities that spec1aflze ln treatment or serv1cl;'S for persons with mobility imp~rments:. 20% of the tot~ number of parking spaces provided sc.rvmg each such urnl or facility. Sec. 11298.3.~ . . . · 3. Accessible parking spaces seNITl~ a particular buildmg shall be located on the shortest accessible route of travel from ad• jacenl parking to a primary entrance. Sf:C.112:9~-1, 4. In parking facilities that do not serve a particular bwlding, .ac- cessible parking shall be located on the shortest accessible route of travel to an accessible pedeslrian enlranc"I of the parking facility. ·sec. 1129B.1. . S. In buildings with mu!fi.ple accessible entrances with adjacent parking accessible parking spaces shal be dispersed and located.closest to the accessible entrances. Sec~ 1129B.1, 6. Where single accessible parking spaces are prov1d7d, they shall be oullinedto provide a9-foot (27343 ~) parklng a!ea and a 5-foot {1525 mm) loading a;1d unloading a~cess aisle on the passenger side of the vehicle, for the 1yp1cal acc7s· sible parking stall, and 8-foot (24;38 mm) loading and unloading access aisle for the van accessible s!all. Sec. 1129B.4.1 &. 11298.4.2&F19.118~18Athrough~. • . 7. When more than one accessible parking space IS prov1d7d, two spaces can be provided with a 9-foot (2743 mm) parking area on each side of a 5-foot {1525 mml loading.and unload• ing access aisle In the center, for the typical parkinij stall, and e -fool (2438 mm) loading and unloadlng access aisle for the Yan accessible space. Sec. 1129B.4.1 & 112:9B.4.2 Fig. 11B-18A through C. . . e. The minimum Ienglh of an accessible parking space shal! .. e 18'. Sec. 11298.4.1 I. Flg.11B-18A, . . . 9. When less than 5 parking spaces ar~ pro1J1ded ahl b11u~dm,9:, and facilities subject l? these reg~tat1ons, one s a, e • wide and lined to ptov1de a 9' parking_ area and .a 5 loadu,g and unloadi,•g area. Howev~r, there. IS O? requ1re,.1ent that the space be reserved exclusively or 1dent11ied for use by per- sons wilh disabmties only. Sec. 11298.t. 10 One in every e\;# accessible spaces Jul not less than one, • shall be served by an access aisle B' -vide minimum and shall be designated van accessible. All such spaces may be grouped on one level of a parking structure. Sec. 11,'29B:4.2. 11. Surface slopes of accessible parking spaces and access aisles shall be the minimum possible and shall not exceed 2% In any direction. Sec.11298.4.4. . • • 12. All entrances to and vertical c\ea_rances w1thm pafk!n? struc- tures shaR have a minimu,n vertical clear~nce of 8 2 where required for accessibility to accessible parking spaces, Sec. 11308. ·d d d 13. In each parking area, a bumper or curb shall be p1 :.v1 e ~n located to prevent encroachment of cars ayer the required widlh of walkways. Sec. 1129B.4.3-. . . _ 14. Pedestrian ways which are accessible to 1;1eople with d1sab1h• ties shall be provided from each such parking space to related facilities, including curb cuts or ramps as needed. Sec. 1129B.4.3, · h th 15. Ramps shall not encroach into any parkis:ig space, Y,it , e exception of a transition ramp from a \oad1ng/unloadmg area 70 square Inches Dalt blue background When required ~ International Symbol of Accessibility Wheel stop 2%max. \ surface slope in any direclic,n Typical pal.lflment 5% mm.. runnlng slope. 2% max. cross slope • Pedestrain route 1/2" lip ,.. - Accessalsl• must be located on passenger side to an adjacent sidewalk. The transition ramp shall b .. i.ninl• mum of 48" in width, a maximum of 60" m length, with a ma.<;,num slope ol 1:12. Sec.11298,4.3 & Fig. 11B-18A throu~i\ r 16. Accessible p..10:(,lJ ~.,l'lc:es shaU be so located that persi:ns with disabilities are n ,t com:ie!led to wheel or walk behm1 parked cars other than their own. .,;,1.:. 1;29_~-~-~:, • H. Each parking space reser.,~d foq:1ersons Wl(,l ·.1 , 11,1t1~s s~all be identified by a reflector;zed sign permanently ti.~!.,! m· mediately adjacent lo and visible from each .stall or spa •• consisting of a profile view of a wheelchaif with occupant 111 white on dark blue background. The siQn shall not be smaller than 70 square inches in area and , when in a path of travel, shall be posted at a_ minimum ~~ight of so· lrom the bottom of the sign to the park.mg space finished grade. Sec. 11298.5. 18. Signs to idenlifr accessible parking spaces may be centered on a wall at the interior end of the parking space at a mini- mum height ol 36" fr 'm the parking space fir,:shed grade, ground or sidewalk. Sec.112:9B.5, . • • 19. Van accessible parking spaces shall have an additional sign staling ~van-Accessible" n:iou[\led below the symbol of ac- cessibility. Malntain 80-height. Se'7 1129B.5_. 20 An :idditional sign shall also be po...:tP.d, ma conspicuous place, · at ea,~h entrance to off-slreet parking facilities, or immedi- ately adjacent to and 11isible from each slall or space. The sign shall be not less than 17"x22" in siz.e wl~h lettering not less than 1' in height, which clearly and conspicuously states the lol!owing: • . . . "Unauthqrized vehicles ,.aa..'.ttd 1n designated acc~ss1ble spaces not displaying di~tinguish.i!"'.g placards or l1cE:ns •· plates issued for persons with disabilities may be lowed away at owner's expense. Towed vehicles m_ay 1:>e reclaimed a! =~o--~----:-,-c:-! or by telephoning_ ---~-NOTE: Blank spaces are to be filled in wit,• appropriate informatlon as a permanent part of the sign. 21. The surtace of each accessible parking. space or stall shall have a surface identification duplicating either of the follow-- ing schemes: Sec.11299.5 & Fig. 11B~18_A through C. a. By outnning or painting the slal! or sp~e m ~lue an~ ou1- fining on the ground in lhe st'il.R ors~a~e in while orsu_1ta~le conlrasling color a profile YICW dei;itcting a wt, ~elcha1r with oq::upant, or b. By outnning a prd .. e view of a wheelchair with occupant in white on blue back~.ound, The profile view shall be located so that ii is visit>' r to a traffic enforcement llfker when a vehicle is prorer1y parked in the space and shall be 36" high by 36" wlJa. PASSENGER DROP-OFF&. LOADING ZONES . 22. Where provided, one pas;enger drop-o? ~d loading.zone shaM provide an ac ... ess aisle at 1e ;st 60 wide and 20 long adjacent and parallel to the Ye hie le pun-up spare. Such zones shall be kx:atec' an a surface wilh a slope not exceeding 1 veriical in 50 horiz.ontal. If then,: are curbs between lhe ac• cess aisle and the Yehicle pull-up space, then a curb ramp shall be provided. Sec.1131B.2.1 & Flg.1_1B-2:4, 23. When provided, passenger drop-off and loading zones shall be located on an accessible route of travel. Sec. ~1318,1. 24. ·'r')11ide minimum vertical clearance of 9'6" at acce.s,:;1blepas• 51', qer loading zones and along al least one ve~icle access route to such areas from site entrances and exits. Sec. 113HU.2. . 25 Valet parking facilrt1es _,hall provi'le a passenger loading z.one · and shall be !oCated on an accessible route to lhe ~ntran.::e of the ladity. The parking space requiremen!S of Se~1ons 11296 through 11308 apply to facilities with valet parking. Sec. 11318.3. 48" min. 1/2" radius--► Renecto1il.ed sign constructed of porcelain steel with beaded lelrt: or e;ual Statement required by section 11299.5 mar be combined with this s,gn so· min. for free standin 3ti" min. for wall mounled 2" diameter !JB.lllaniz:ad --->-I pipe set in concrete 18" belO\li' grade TD tap ol walking surface Mata: An:■ of sl~ to be• minimum 0t 70 square lnche11. Designate for "Van Acceuible" whera 1.ppr0prt1.te.. 5% max. running ,~pe. 2" max. 7 ~ cross slop■ ~ i 70 square Inch accessibili • 'f 48" min. 9'0" mln. 1 Measured from 1 insld& to inside of stripes 6'0" min. at van accessible parking s\ad 5'0" min. e.t typical acc.essible parking stal Nale: When onlt one eci f.:;~ible space ll pro111ded it must be 1,1an accessible. Single Parking Stall ' i p m II van Wheel stop accesslble 112· lip space is requlred Stripes at 3!1" it mu. •'_,a on center locale , here Typice.1-if----ii paYement i m 11 ~ ~ ,,,.m,,. yc----Y·,· !!!c'· -~ M. 'lSUf0d lrom ' inslU~ to inside of stripes . I e·o-mi,,, al van accessib!E parking stall ::i'O" 1,lin. al typkal acca-:-sible parking stall Double Pat.:ng Stall DW~l''8U2t~'S lOF 22 PLI\N HOLD CORPORATION • IAVINE, CALIFORNIA i REDRDCR DY NWIVBER 075AR Date: 04-21-00 50-EMA TIC DESIGN/ DESIGN DEVELQPf..ENT PACKAGE CD Pl<OGRESS/COORDINATION SET I 00 S CONSTRUCTION DOO.JM3'IT SET DOO...M:NT COOl<DNA TIQN SET BO SET •I 4 O!>-I? -00 06-22-00 07-07-00 )7-2 I -00 09-18-00 Q91e Library 1=xterior Upgrade \ McGraw/Baldwin Architect~ --- Architect1:1.r~ Plar 1nina ln~e_(ior ~ _ TITLE SHE.E.T T 1.1 6. Wilks and sidewalks shaU have a contin-Jl'IUS common sur- face, not inlerrupted by steps or by abrupt chan~s irt level exceeding 1/2", and shall be a minimum oi 48"in width. Sec. 11379.7.1 _____ .;;_ .. " . , t '~00 2ar 0ie;,-,.1 92101 . ... _ ., -.,•.,:,• '·1..,,.n •',vd1t.chl DRAWING NUMBER PLAN HOLD CORPORATION • IRVINE. CAUFORN1A I RWRDER i3Y NUMBER 075AR ro:;1mri :c-;r or rr-1111 0111111:: JNr • EXCAVATE COBBLE SW/ILE PER SECTION A I -A I PROVIDE 6 CY . YD. ADDITIONAL SAND BASE .~ FLAGSTONE ARE/C AS NESCESSARY TO MEET FINISH GRADE REOLl;?EM.cNTS . EXISTING CONCRETE TO <E!vtAIN . MA TCf--1 G';2A,Rl--_/ 9 CONCRECE STEM WA C-4 REFER TO S:--lC:ETS L-3 e L-4 FOR -REE REl;OVALS AND TRANSPLA~TS IN lHS AREA -7<-'----------7 r • -------------- SITE GRADING PLAN SCALE1 I" = 10'-0' 1 0 5 HJ 20 40 FT • EX. BENCH BOLLARD WI (HP.) 0 BJS STOP DRAWING NUMBER PLAN HOLD CORPORATION • IRVINE, CALIFORNIA RBJFllEP BY NLJMB~075AR I /"~,:/ I I ., .. - EXiS-;"ING WALK ,I// • .,..~, :~ ···--.~: '·1;' ,_ q ' DRAWING NUMBER EXIS~ING LAWN AREA 0 0 0 ----------------------------------------------- C LSBAD VILLAGF DR DRAWING NUMBER C-1 -SI • E GRADING PLAN PLAN HOLD CORPORATION • IRVINE, CAUF□RN:A FlEORQJ:f: SY NUMBER 075AR 0 C,EMAIN EXISTING WALK EXISTING TREE (TYP . l DRAWING NUMBER PLAN HOLD CORPORATION • IRVINE, CAUF-OHNIA R:OROER BY NUMBER □75AA -PLAN LEGEND/SYMBOLS EXISllNG CONTOUR 125~-~~ --11241---,_ PROPOSED CONTOUR(fiNISH GRADE) ~ nlJlID EXISTING ELEVA TON SPOT ELEVA -I0N (NEWl COBBLE SWALE SLOPE DIRECTION/GRADIENT 6" PVC DRAINAGE PIPE C083LE STONE A'-IEA ~=--=-=-=-:] STABILIZED DECOMPOSED GRANITE SURF ACE Bofl C7 rrnt:l wa ABBREVIATIONS FS EX. TYP. TW EJW SITE GRADING NOTES FLAGSlONE PAVEMENT ASPI-AL T OVERLAY AREA ASPI-.AL T SEALCOA T l',REA BRICK VENEER WALL FLAGSTONE VENEER WALL FILL AREA TOP OF CURB FINISH SURFACE EXISTl'JG TYPICAL ~OP Of WALL BCTTO'v\ Of WALL I . VERIFY ALL EXISTING CONDITIONS , DM'NSIONS AND ELEV A TONS BEFORE PROOEEDNG \~ITH THE WORK . . SOTIFY THE OWNER 1/lPRE,E'H ATIVE IMMEDIA Tay SC-OllD FIELD CONDITIO,s VARY FRO~ -HOSE SHOWN ON PLAN . DISCREPANOES ., ".'HE DRAWINGS OR BETWEEN TJ.E DRAWINGS ANO TSE ACTUAL HELO CONDITIONS. SHALL 3E RE,"ORTED TO THE OWNER, CORRECTED DRAWINGS OR INSTk\JCTIONS SHALL BE ISSLBJ PRIOR TO THE CONTINUATION OF T riE WORK . Tl~ CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL r-.ECESSARY CORRECTIONS OLE TO FAILURE TO REPORT K1'.0WN DISCREFANCES, 2. THE CONTRAC-oR SHALL NOT,FY AHECIED UT!Lln COMPANIES (SEE BELOW) AT .. EAST 2 FULL WORKING DAYS PRIOR TO STARTING CONSPUCTION OPERATIONS AND SH/\1.L COOROlf.ATE THE WORK WITH A CO~PANY REPRESENTATIVE. UNDERGROU~8 SERVICE ALERT SOGEE DANELS CABcEVISION CITY CF CA::?l-58AD ( 'NATl:R ) 1-800-422-4133 16191 438-6200 16191 438-5241 (619) 438-3367 3. THE CONTRAc-o, SllALL VERFY THE LOCATION OF /\LL EXISTNG FACILllES IAOOVE GROUND A,D UNDER GROUNJ) WITHN THE PROJECT SITE SLFFICIENTLY AHEAD OF GRACING TO PERMIT THE REVISION OF TJ.E GRADING PLANS F IT IS FOLND T~AT THE ACTIJAL LOCATIONS AI-/E IN CCfFLICT WITH T~ PROPOSED WORK. RESTORE All SURFACES. EXISTING UNDERGROUtO INSTALLATION, ETC. DAMAGED OR Cl.JT AS A RESJLT OF EXCAVATIONS TO ORIGINAL CONono, IN A MA,NER APPROVED BY ow,ER AT NO IIDOITIO'IAI. COST TO OWNER . 4 . ,0 ROVIDE FOR PROTECTION OF Pc,SONS AND PROPERTY, BARRICADE ANJ OPERA TE WARNING LIG-1TS FROM DUSK -o DAWN AT O"EN HO rS, TRE,i:;µES AND DEPRESSIONS OCCURING AS PART OF WORK ON PROPERTY AO,ACENT TO OR WITlllN PLRIC ACCESS. PROTECT SlRIJCTURES, UTILITIES, 51JEWALK. PAVEMENTS ANJ OTHER FACIL,TIES F;>OM DAMAGE CALBED BY SEFLEMENT, LATERAL MOVEME,T, WAS'-10L/T Al,[) OTHER Hi\Zi\RDS CREATED BY WORK 5 . ALL AREAS SHALL BE GRADED TO JRAN FREE OF PONDING . 6. /ILL SLOPES SHAc.L 3E TR:MMED TO A FINISH GRADE TO PRODUCE A cNIFORM SURFACE AND c;,oss SECTION. DW<Jl SO~ES 20F 22 PLAN HOLD CORPORATION • IRVINE. CALIFORNIA REDAOER Bl' NUMBER 075AR ---., ' ~:,,11,,J~ ll:G, Jr_Jlff'~l 0~ 'ill~ LIM'. Date: .10 -16 • oo BID SET n I Job No.: NDSC~ ~Trr • a, '1• ' ,.202 . ,:. -.. (') .. 10-1a...:oo THE SITE SHALL 3E LEFT IN A NEAT AND ORDERLY CONDITION AILL STOIES, OVER 1/2" IN SIZEl. ROOTS. EXCESS SCILS FROM EXCAVATION AND OTHER DEBRIS S,ALL ~ .REMOVED ANO DISPOSED OF AT· A SITE APPROVED BY THE AGENCY REPRESENT A ,iVE . 7 . THE GENERAL CONTRACTOR SHALL INSURE THAT ALL SI.BCONTRACTORS SHAcL COORDINATE THE WORK OF Tl-ESE GRADING PLANS WITH BOTH THE LANDSCAPE AND IRRIGA '"ION PLANS AtO THE MPROVEI/ENT PLANS. PRIOR TO SOIL PREPA<A'"ION. EXAMlt-E AREAS TO RECE'VE SOIL PREPA<ATIO, TO ASSURE WORK OF OTHE;> -RAOES HAS BEEN CO~PLETcD SOIL ?REPARATIO, OF Flf.AL CRAOE IN PLANTNG AREAS SHALL NOT BE PERFORMED UNTIL ALL SPUCTURES AND WA.LS AND CONSTRLCTION ITEMS (l,i:;LJJINS IRRIGATICN MAINS AND J<i\lNAGE LN'SI HAVE E£EN INS" ALLED . THE SITE SHALL REMAIN FREE OF WEEDS , TRASH AND DELETERIOUS l~ATERIALS PRIOR TO SOIL PREPARATCN. VERIFl' THAT PLA',TS TO REMAIN eAVE cJEEN U~JISTI..RBED, DO NOT PROCEED WITH SOIL PREPARATION UNTIL UNSATISFACTORY CONDIT!CNS ARE CORRECTED. B. SITE GRADING Si-VIL, BE PE,FORMED IN ACCORDANCE WTH THESE ?LANS AND SPECIFICATIONS AND THE RECOMMOOATIONS SET FORTH IN THE SOLS REPOQT REFEREl,CED IN THIS PLA, SET. TciE CCWRACTOR SHALL BE QE$PONS'9LE FOR REl'AOV.~G ANO Rl?LACING ALL SOFT, YIELDING, OR UNSUITAB .. E MATERIALS AND REPLACl~G WITH SUl'"ALBE MA-E<IALS AS SPECIFIED IN THE SOie$ REPO~T. ALL EXCAVATED OR FILLEJ /\REAS SHALL BE CCMPACTEJ AND MOIS-JQE CONDI-IONED AS SPECIFIEJ N THE SOLS V-cPORT. 9. SEE PLANTli,G ?LAN, SHEET L-3. FOR ,"LANT REI/OVALS A'<D TRANSPLANTS. >ROTECT EXIS-ING TREES TO REMAIN 10 ADD ALTERNATE I -CONTRACTOR SHALL REGR/\DE AND Sl'100~H OUT AREA UNDER TRAILERS TO BE REMOVED. !SEE DEMO PLANS ANJ SHEET C-3l City of Carlsbad Recreat,on PARK DEVELOPMENT (760) 434-2826 Fax (760) 720-6917 1200 Carlsbad Village Drive Carlsbad, CA 92008 Cole Library Exterior Upgrade McGraw/Baldwin Architects Architecture Planning Interiors SITE GRADING PLAN 701 B Street 11200 San Diego CA 92101 619 231-0751 0 2000 ,v,DG,aw/13olctwti Amlltoota DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER C-2 -L >,NDSCAPI: CONSTRUCT ON PLAN HOLD CORPORATION • IRVINE, CALIFORNIA PLAN HOLD CORPORATION • IAVINE. CALIFORNIA Pl.AN HOLD CORPORATION • IAVINE, CALIFORNIA REORDER SY NUMBEFI □-lb AR REOR□t~-BY NUMBER 07:iAR ----- 0 Jl-1 ('J u 1~ w w . :I EXIS-ING C. L. FENCE--- (j) w w (j) "' REMOVE FAN PALM T .P. PALM <SEE PLTG. P co w z ' ~ __I u f- <[ 2 .· ,. N NEW TURF 1·-------------,,,~----~ 10 CONCRETE STEM WALL C-4 .<ELOCA 11= EX . BOOK DRO~ BOXES PLANTER WALL /2 PAVEPS WI f---"----if-----+----- DRAINAGE C-4 SLOTS 36' POTS WI FLOWERS -- STl:cM WAUL 3:::E Sf-lEETS L-3 E L-4 FOR FURT~E;> LANDSCAPE WORK IN THIS AREA T;?EN<:1-j GRATE = FLAGSTONE b ~ -SEATWALL -,----c··• 0 i=---4'-0" BRICK PAVER , Y HEADER ~ SEE PLANTING A~D '~:/IGA TION PLANS FOR FURTHER LANDSCAPE WORK •~ THESE AREAS EX. GENO-I ... G b G 4 2' HIGH 3PICK MO~Ulv!'NT WAil_ W/ SIGNAGE J-c _ ___, SCUL "--./ PAD 0 \ 1'1EORJER av NUMBER 075AR -- 0 0 0 0 0 0 :/EDWOOD I-cADB-~4"----+---~ C-4 FUl<~•SH AND PROVIDE ~ S'ABILIZED O.G. PAT!-, C-4 WI WOOD EDGING EXISTING ;,;, L, WALK TO REMAI~ EX . GJAPDPAIL --- II , C , OYERLA Y AREA PROVIDE NEW 8' CONCRETE CJRB FER DRAWING G-I . Clf SAN DEGO SC:-ANDAR0 DRAWINGS. REGIONAL 5 C-4 EXISTING WALK PROTECT AND MAINTAIN EXIS'ING TREE IT'rP . I -_ EXISTl~G LAWN AREA _____/ 4 2' HIGH FLAGS'ONE VENEER MONUMcNT WALL W/ SIGNAGE CONCRETE MOW OJ:/B EXISC I-JG ENTRY DRIVE '~----.. 20' ----t-o--1-1 O' ~---~ 20' ____cl_Jlc__-i►I 0 aJS STOP ~ . ' . --~ , ______________________________________________________________________________________ _ LANDSCAPE CONS1 RUC TICN PLAN CF-RONT) SCALB I" • I 0'-0' _.or■ 0 5 10 I 20 40 FT CARLSBAD VILLAGE DR . RE0R0El-l HY NL.:MElER 075Afl -------------- 1---. Cr) 8 2 ;;t [Jj ----------- 3}--;------- DRAWING NUMBER PLAN HOLD CORPORATION • IRVINE. CALIFORNIA REORDER 13Y NUMBER D75AR LANDSCAPE CONSTRUCTION PLAN KEYNOTES: I . NEW H . C . STRPl'JG 2 . NEW CONCRETE WHEEL STOPS 3. RE:S-RIPE PARKNG BAO< TO STANDARD PARKING ST ALLS 4 . 2" BLUE TRAFFIC PANT 2 COATS, TYP. 5. H.C. PARKING W/2 AI_L DIRECTIONS % MAX , SLOPE IN 6 . NEW I 3' DIA . LIGHT BOLLARDS 7 · NEW I 3' DIA . C0NC . BOLLARDS , T':'P . OF 6 8 . NEW /\SPH/\L T 0VERLA 1' AREA 9, NcW ASPllALT SEALC0AT AREA PLAN LEGEND / SYMBOLS Bo c9 1,·,_·,.-] FLAGSTONE PAVEMENT C0NCRETc PAVEMENT ASPHALT OVERLAY AREA PER SSPWC SECTION 203 -I I ASPHALT SEALC0A T AREA PER SSPWC SECTION 600-3 BRICK VENEER WALL FLAGSTONE VENEER WALL COBBLE STONE AREA IT/111 HH1l I~ [_-_ ---~ ----------STABILIZED DECOMPOSED GRANITE SURF ACE ( N0\J STABILIZED SURFACE WHERE NOTED ON PLANS) BOULDER A -LARGE SIZE B MEDIUM SIZE C -SMALL SIZE ISEE DETAIL SHEET C-Ll) EXISTING TREES (SE:E PLANTING PLAN FOR THOSE BE REMOVED) 5 ~~~ !JET AIL REFERE'JCE SHEET NUMllECI CONSTRUCTJON PLAN NOTES I . V•"PIFY Ale EXISTING CONDITIO\S, D11,E,SIONS AND ELEVA-IONS BEFORE PROCEEJING WITH Tl-IE WORK. NO-IFY THE OW\ER REPRESENlATIVE IMMED.A-6-Y SHOUsD F•ELJ CO\JITIONS VARY FROM WOSE SHOW\ ON PLAN. DISCRE?MDES IN ThE DRAWINGS OR BElWEcN HE DRAWINGS AND ThE ACTUAL FIE_D CONDITIONS, S"ALL lE REPORllil TO THE Ov\NEP, CORRECTED J;2AWNGS OR INSTRUCTIONS SHALL BE iSSUED PRIOR TO THE CONllNJATICN OF n-E WORK. ThE CONTRACTOR SHALL ASSU'1E FULL RESPONSIBILITY FOR ALL N.:--cESSARY CORRECTIONS DUE TO Fl,LURE TO REPORT KNCWN JISOREPAt-.CIES. 2 . CO\TRACTOR IS RESPON$I3LE TC LOCATE EXISl ING UNDERGROUND UTILITIES AND PROTECT 'THEM DURING ALL CONSTRUC7 ION OPERATIONS . 3 . ALL WORK , CO\STRUCT'ON AND MA TERAcS SHALL COMPLY WITH ALL P;?OVISIONS OF T -JE LA 'TEST 3UILJING CODE AN) Wl'H OTHER RULES , REGU.ATIONS ANO ORJINAt-.CES GOVERNING T >E PLACE OF Tl JE WOR~ . BJl__[JING COOE REQUIREMENTS TAKE PRECEDENCE OVER T-JE DRAWINGS ANO IT ~ALL BE TC-IE RESPONSIBILITY OF A\YCNE SUPPLYING LAEOR OR MATERIALS OR BOTH TO BRING TO "~E AHENTION OF THE OW\EP A\Y JISCREPANCIES OR CCN'LICT BclV,EEN THE REQUIREMENTS OF T c<E CODE ANJ TI-IE J<AWI\GS. 4. HE GENERAL COWRACTOR SHALL BE <ESPONSl3LE FOR COO<D.~7 ING ALL LANDSCAr1= WORK NCLLIJING COORDI-JAIION Bcv\£EN ANY OR ALL IRRIGATION AND PLANT('!; SUBCONTRACTORS. PAVNG, MASO~RY AND CONC<ETE SUBCOW;/ACTOl<S ARE TO OOOQOINATE WITH T-JE ELECTRICIAN, DRAIN LI\E SUBCONTRACTOR FOP SLEEVING, ?i?ING AND OP CONJclT IN5TALLA1I0N UNDER OR ll-lROUGH HARDSCAPE ELEMENTS. 5 . REFERENCE TO ANY DETAL O.CI DRAWING •S FOR CONVENl8'CE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCH DETAIL OR DRAWINGS 6. IN THE CASE OF DISCREPANCIES IN THE DRAWffiS. S0 2CIFICATIONS TAKE PRcCEDEf.CE OVER Del AILS ANJ DETAILS TAKE PRECEDENCE OVER PLANS . 7. F'cLD VERIFY WIOWNER TIE ,AYOUT FOR PLACEMENT OF PAIS/ BANDS WITl!IN FLAGSTOSE PAVEMENT AREAS PRIQ;> TO ?_ACEWENT OF COt-.CRE-E BASE FOR FLAGSTONE WALK. 8. CONCRETE SelALL HAVE A MNMUM CCMPRESSIVE STRENGTH N 28 DAYS OF 3000 PSI. CEM°'T SHALL BE TYPE I. 9 . LA~SCAPE CONSTRUCTION MA ll=RIAL REOUIRE',ENTS AND INST AlLA TION PROCEDlRES ARE PROVIDED IBUT NOT LMlcD TOI IN SPECIFICATKJN SECTIONS AS ,ISTED BELOW FOR Tee FOLLOWING ITEMS, SPECIFICATON SEC-ION O 2 5 I 5 FLIIGS-ONE PAYERS -PCIECAST BPICK PAVE;>S SPECIFICATION SECTION O 2 7 2 I -TRENCl-! CRATES §PECIFICATION SECTION 02870 -SITE FJRNISl-ltt;S -TABcES, C~IAIRS, JR~KING FOLNTAN, BEN:HES SPECIFICATION SECTION O 2 900 COBBLE GOcl.3ERS WOOJ MULCH DECOMPOScO GRANITE SURFACING $6' ;.,oTS LANDSCAPE EDGING SPECFCA-ION SECTION 02 900 BRICK AND FLAGSTONE VENE"__R WALLS IO. S"F PLANTING PLAN FOR P.AW REMOVALS A\J IRANSPLANTS. I I . SECURc FLOWER POTS WIT ri EPOXY . SrECflCATIO\ SECTKJN 06 I 00 CARK:NTRY I 2 . STUB OUT WA ll=R SERVICE !,ND DRAIN LINE FROI~ EX. DRINK NG FOUNTAIN TO NEW IJRN(ING FOJNT AN . I 3 . NEW COt-.CRE-E CURBlr..G ANJ GUTTER , s= BE IN ACCORDANCE WITH DRAw;,G G -I OF Tl-IE SAN DEGO RcGIONAL S, ANDARD DRAWINGS . 14. CCNTRACTOR SHALL FUP"SI-I A,□ 51.P?cY 3 ClsAIRS A~ I LFE~ RECEPTACI.E :N SEATING AKcA . FIELD VERIFY PLACEffifNT OF CHA:Rs AND LITTER >!ECcP, ACLES WITH AGENCY ffi"Vc'SENT A ,IVE PRIOR TO INST AILA TION . DWC9·804~8 30F 22 PL.AN HOLD CORPORATION • IH\/lls.lE, CAUF□nNIA ~Of!DEFI S'I' NUMBER □'l5AR I·u~1.m~ dlC[ di , I.1.'li Jt.1HIS Lilt! ' Date: 10-1a-oo Job No.: ---- BID SET 1::1 I 10-16-00 City of C0rlsb0cl Recreation PARK DEVELOPMENT (760) 434-2826 Fax (760) 720-6917 1200 Carlsbad Village Drive Carlsbad, CA 92008 Cole Library Exterior Upgrade McGraw/Baldwin Architects Architecture Planning Interiors LANDSCAPE CONSTRUCTION C-2 701 B Street #200 San Diego CA 92101 619 231-0751 0 :.1000 ""1o81owlPoldw'1 Archl1aota 18 / \ I \ 119 / i / ' I I ' ! ' I ' ' .---- DRAWING NUMBER PLAN HOLD CORPORATION • IRVINE, CALIFORNIA RBJIDER BY NUMBER 0751'>.R 124- 122 121 / ' I ----- f LANDSCAPE CONSTRUCTION SCALE-I • I 0'-0' / ---__ .-- 126- SEE PcAN-ING AND IRRIGA T !ON PLANS FOR FU<THER WORK I !~ T.'115 AREA / I I ' I ' ' / / _, / / / .. ·/ /' ! i, / / DRAWING NUMBER PLAN HOLD COl'i'ORATION • IRVJNE. CALIFORNIA rEDPDEflBY NUM8Ef1 075AR l'OS!IILU. l)CI nr p~,11 ON ra13 JR[ / 14' \i PLAN LEGEND / SYMBOLS • CONCRETE PAVEMENT t------d ---------------STABILIZED DECOMPOSED GRANTE EXISTl:--JG TREES PLAN CREAR) --- EXISTING SLOPE -- C-3 SURFACE '.---· COLE 1250 / DRAWING NUMBER IBRARY M,t_~[MQ;c{ll;.1,,AQ.!i,Q - REORDE/l BY NUMBER075AR 110 _p~ __ TE~ -f'll0\lllffi B'f•-CI VE 4" PEA GRAVEL.-------j RR TIES PROVIDED BY CITY 4" PEA G'2AVEL • 4 REBAR ( 2 PER TIE) EXISTING WALK PROVOE FILTER FABRIC BETWEEN PEA GRAVEL AND SOIL C-3- EE IRRICA TION PLANS DRAWING NUMBER NDSCAPE CONSTRUCTION PLAN HOLD CORPORATION • IRVINE, CALIFORNIA • RKJRDER BY NUMBER 075AR • -. • • --,_ ' SEE PLANTING AND IRRIGATION PLANS FOR FURTHER WORK IN EXISTN3 WALK TO REMAIN Tl4IS AREA DRAWING NUMBER PLAN HDlD CORPORATION • IAVINE. CAUFORNIA / i I ' \ RrnR□ER BY I\.JMBER D75AR \ \ I ' ······················••■iiiilli ■■■■ 4 LAMINA TE REOv,o >--=c--~4--t LAND SC AP EDGING ------ 25' 4' I ,. 4" CONCRETE PAVEMENT ----t@---::c=--lli---'t CONTROL Al-0 EXPANSION JOINTS 8 1 TO MATCH ADJACENT CONCRETE 0 _4 • '• WALK EXPANSION AND CONTROL • -• JOINTS I i! •55 . • 36' .. . PE REGRADE AREA TO UNIFORM LEVE UNDER AREA W-4ERE TRAILERS AR REMOVED . (SEE DEMO ~LAN) :::l~::S::E ::: ~::G::;c PLANS FOR F JRTHER WORK ( IN ,Hr.3 AREA "" ' ,----~-<TABILIZED D.G . 6' BE H -SEE SPECIFK:A TIONS GRAV8. SLOPE(2 I TO BE • 53' CO~C<ETE MOW CWB ' ! I I ' ' / / I I , ' ' ! ------- \ I 1- 1 ' _, ' I ' ! I ' I ' ' I I I i , I ' , ' ' I / ! ' / ! I I , I \ \ i \ \ ' ,- ! . i \ ' / ! , ,( \ ! / ! / i OUTDOOR S~OWER AREA ill "' NTS 1---7 I , 2, 3, 4. 5, EXISTING IRRIGATION CONTROLrE C:O REl\llAIN) CONSTRUCTION PLAN NOTES EXISTING (T,P.l i ' 2 6\ t, • . . 2' SEE LANDSCAPE AND IRRIGA T' N PcANS FOR FURrnER WORK IN THIS AREA :\-----+----i-:iP-",-""_-_:;::-""_-,_:,;:-cj_-_'t,-:::.-:::.-:=.'ts~-=--=--=--=--=--=--=--=--=--=--=--=--=--:':.-:::.-=:+ \ 38' ' COLUvlN • I ■■•■•■■■·■■■■■■■■•••••--••••--•••• I WALK ' ' 2 7' V ~-·· ,-- VERF'I' ALL EXISTING COfOITIONS. DWENSIONS AND aEVATIONS l3EFORE PROCEEDING wrrn THE WORK' NOT FY TI-E OWNER REPRESENTATIVE IMJ./EDL'>. Tay SHOULD FELD CONDITIONS V WY FROM TI-OSE SHCWN ON PLAN , DISCREFAI-CIES IN THE IJRA~S OR EBW'Em HE DRAWINGS AND THE ACTUAL FELD CONDITIONS, SHALL BE ffi'ORTED TO THE QV,t.ER , CORREClcD DRAv.it;:;S OR INSlRUCTlONS SHALL BE ISS<ED PRIOR TO THE 9, LANDSCAPE CONSTRUCTION MA TERI AL REOUllrcMENTS AND INST ALLA TKJN PROCEDURES ARE PROVIDED NOT LIMITED TOJ IN SPECFICATION SECTIONS AS Lr.ilcD BELOW FOR THE fOU_QWING ITEMS, CONTNJA TION OF THE WORK , THE CONTRACTOR SHALL ASSUME FULL RESPONSIBIUH FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KJ-.oV\N DISCREPANCES, CONTRACTOR IS RESPONSIBLI" TO LOCA le l"XISTING UNDERGROLNJ UTILITIES AND PROTECT THEM DLl?ING ALL CONSlRUCTION Cl'ERATIONS , ALL WORK , CONSlRUCTION AND MA lcRIALS SHALL COf,fl_ Y WITH ALL PROVISIONS OF TI-E LA lcST BUILDING CODE AND WlTH OTHER RLl£S , REGJ.A TIONS AND ORDINANCES GOVERNING THE PLACE OF TI-E WORK , EIJLDING CODE REOU~WENTS TAKE PRB:ElENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYOl',IE SLPPL Yff',k; LABOR OR MA lcRIALS OR 00TH TO BRING TO HE A TlENTION OF ThE OVIN=R ANY DISCREFAI-CIES OR COlfllCT BEMffN THE REQUIREMENTS OF THE CODE AW THE DRAWIN'""'5. THE GENERAL CONTRACTOR SHALL BE RESPONSI3LE FOR COORDINA "ING ALL LANDSCAPE WORK IN8LlDING COORDINATION BETWESI ANY OR ALL lRRGATION Al-0 PLANTING SUlCONTRACTORS. PAVING, MASOI\RY AND CONCRElc 9J3CONTRACTORS ARE TO CCORDNA le WITH THE ELECTRICIAN, DR/'JN lJl'c SLl3CONTRACTOR FOR SLEEVNG, PIPf',lG AND OR CONDUIT INST ALLA TlON UNDER OR TWOIJGH HARDSCAPE El.EtAcNTS , RB"ERfl\CE TO ANY DETAIL OR DRAWff\G IS FOR CONV&Jl3'.CE 0NL Y AND DOES NOT LIMIT THE APPL!CA TION OF SUCH DETAIL OR IJRAll,N;S , SPEORCATION SECTKJN 02515 R.AGSTONE PAVERS PRECAST El<ICI< PAVERS SPECIRCATION SECTION 02720 TR&CH GRA Jc$ SPECFICATION SECllON 02870 Sile FURNISI-IN'.;S -T /'>BLES, CHAIRS, DRINClNG F0LM AIN, l'E'-ICHES SPECIFICATION SECTION 02900 COl3BlE SOUDERS WOOD MULa-l DECOl,pQSED GRAfllc SURFACING 36" POTS LANDSCAPE EDGING 6, IN TIE CASE OF DISCREPAI-CIES N ThE DRAWff\GS, SPECFICATIONS TAKE PRC-caJENCE OVER DETAILS AND DETAILS TAKE l'RBEBCE OVER PLANS, SPECIFICATION SECTION 02900 mCK e R.AGSTONE VENEER WALLS 7, 8, FlaD VERFY W/OVINER THE LAYOUT FOR PLACEMENT OF PAVER BANDS WITJ-lN FLAGSTOt-E PA,BAENT AREAS PRIOR TO PLACEJvENr OF CONCRETE SASE FOR PLAGSTOl',IE WALK, OOilCREIE = HAVE A Mff\lMW COM'RESSIVE STRENGTH IN 28 DAYS OF 3000 PSI. CElvENf SHALL BE TYPE I , I O , SLBSTIMIONS M.GT BE APPROVED N WRITING BY THE 01"'6!. I' I (EIJT 0 <( (D (j) _:_; (Y •, <( ··- 0 oWG1r8'tJ4f'8 40F 22 PLAN HOLD CORPORATION • iRVlt~E. l:AUhJHNIA REOR~ER BY NUIY8Ef1 07:SAR --R!:;P'iillv CuGTTii tl, ~T DN TIii$ .IN!' Date: 10-1e-oo BID SET If I • City PARK DEVR.a'M~T ---- Job No.: 10-16-00 of Ce1rlsbe1d Recreation (760) 434-2826 Fax (760) 720-6917 1200 Carlsbad Village Drive Carlsbad, CA 92008 Cole Library Exterior Upgrade McGraw/Baldwin Architects Architecture Planning Interiors LANDSCAPE CONSTRUCTION C 3 701 B Street 11200 San Diego CA 92101 619 231-0751 0 :.IOOO Mo@"ow/E'aldwrl Archllaot! DRAWING NUMBER PLAN HOLD CORPORATION • IRVINE, CA.LIFORNIA REORDER 8Y NUMBER 075AP 6" CONCRETE HEADER 4" DECOMPOSED GRANITE COLOR SHALL BE DARK GRAY SUBMIT SAMPLE TO OWNER FOR APPROVAL ---- COBBLE SWALE . DRAWING NUMBER PLAN HOLD CORPORATION • IRVINE, c:AUFORNlt.. REORDER BY NUMBER □75AR FLAGSTONE SURFACE --~ 3000 PSI CONCRETE -~ BASE (4" DEPTH) DRAWING NUMBER COLE LIB RY 1250 CAR~-§~6WuiY!kt"f\O-~;;Q(U REOAQER 8Y NUMBEn 075An FLAGSTONE SURFACE 3000 PSI CONCRETE -~ DRAWING NUMBER C-4 -LJ NDSCAPE CONSTRUCT! >N PL.AN HOLD CORPORATION • IRVINE, CALIFORNIA REORDER BY NUMBER075f>R 1" + /-MORTAR LEVELING COURSE BRICK PAVER HEADER (1/2 THICKNESS) SEE LANDSCAPE SPECIFICATIONS FOR PAVER TYPE DECOMPOSED GRANITE COLOR SHALL BE DARK GRAY SUBMIT SAMPLE TO OWNER DRAWING NUMBER ?I.AN HOLD CORPORA.,.ION • IRVINE, CAL'FORNIA FIE·JRDER BY NUMBER 0751\R f'!Jo!TIO~ EOG[ C' -'P.IWO~ lf'O L Nl • FOR APPROVAL ----~ ---- 2 x 4 REDWOOD BOARD SEE DETAIL P-4, SHEET L-5 FOR MORE INFORMATION PRESSURE TREATED DOUGLAS FIR STAKE DWGJCS041f8 SOF 22 PLAN HOLD CORPORATION • IRVINE, C:ALIFiJR~J!A RECROER BY NUMDER CJ75AR Date: 10 -16 -oo • BID SET#1 Job No.: 10-16-00 . ~~---,,__ _____ -...---~---. ~ . ___ .,:...., __ c..,_,_..,:.--_,..,.~,_,.,,,,.:.,.;,.,.,-,;...>,....,·,..J. -I , BASE ,. ,. ,, .• -~ \: 1 ·,-,_ ..-4 X 4 WELDED WIRE FINISH GRADE PLANTING AREA SHALL BE 2" BELOW HEADER BOARD -t7:_::0::._::_::,_:'.'-~--::-_::,._3.::-~c:-c:c.;;_~'=~""-cc-"'~"":::::clVH~=c-:1 BOULDER SEE LAYOUT PLAN 90% COMPACTED NATIVE SOIL (fig) SECTION A -A C-4 SCALE: NTS 1/2" TOOLED RADIUS (TYP.) ~ SEE NOTc BEL~ CONCRETE MOW STRIP 3000 PSI CONCRETE FINISH GRADE y-----,~-~r---f'-----r 1" TURF LI LI 5 n'srrc--->--2" GROUNDCOVER 6" @ ;~NCRETE MOW STRIP #3 REBAR CENTERED CONTINUOUS (PROVIDE ADDITIONAL #3 REBAR (BELOW) AT 24" DEEP SECTION) 95% COMPACTED SUBGRADE TOP 6'' NOTE: WHERE CONC. MOW STRIP CONTINUES INTO STONE PAVING, ELIMINATE 1/2" TOOLED RADIUS AND MAKE TOP OF MOWSTRIP FLUSH WITH FLAGSTONE. SHEET C-2, FOR BOU~DER SIZE AND LOCATION SEE SPECIFICATIONS FOR TYPE AND SUPPLIER FINISH GRADE --------; 4'X4'X3' MIN. 3'X3'X3' MIN. 2'X2X3' MIN. 80% NOTE: SEE LANDSCAPE LAYOUT PLAN SHEE'.T L-1 FOR SPECIFIC PLACEMENT OF VARIOUS BOULDER SIZES @ BOULDER INSTALLATIONS C-4 NTS LARGE BOULDER --~ CROUT GAPS --, FLAGSTONE SEAT WALL a . . ' •. ' .• . -__ ,_ ---- 11, , ,ill, , ,illriillmill, , ,ill, , ,~ill,, SECTION E E PLANTING /BACKFILL AREA VARIES SEAT WALL BOULDERS SCALE: NTS EPOXY------~ 3" 18' +/-#4 REBAR ARTS OFFICE SIGN (1' -8 1/2" HIGH X 4' LONG CENTER SIGN I~ WALL FLAGSTONE VENEER WALL (5' LENGTH) -f------8" CONCRETE BLOCK FILL W/ CONCRETE J FINISH D : : 3/8" MORTAR JOINT (TYP.) -~G-R-AD-E~----'L,.-,--"'□~· 4r.-, .• ;"-'=="if=-i--;;c-;;'ii;;errs=-#4-,RE-BAR 024" O.C. ' -- 3000 PSI ---i=·FR::I~ ' ITT j 12 // CONCRETE 1 1 ,~ .•.• 'J<. "' , •• "' 1m1111 , 90% COMPACTED __ 111-_-_-_-_--_I Fl_"hl IH=lc--'-- SUBGRADE --""!!'t""I 11lrillmill,i,_111,i,ill,;-;_ -,, _• ,i,-,i,ill-1 • 1ill,i,: / 11' REINSTALLATION OF ARTS OFFICE SIGN C-4, NTS @ PAVER HEADER W /DRAIN SLOT 4 NTS S Q U A R t: 1--3/8" MORTAR JOINT (TYP.) 4" / 3 ' - ~ •• ·• • ••. ,. .. ,. ~· · MESH •, , , .. -.... . ~· ·, ; .. , =---+ 1" MIN. 1m1l!millw 90% COMPACTED SUBGRADE p:=II~'fil:1::'======ID! FLAGSTONE AND PRECAST PAVERS SCALE: NTS CONCRETE BLOCK (8 ••x16") FILL WITH CONCRETE ----· I • I = r "' I < #4 REBAR FLAGSTONE • .. 4 • VENEER --------,IF--==saa:sr-lF-= = I ►I I • • ' • = SCULPTURE PAD PLAN VIEW -N.T.S. FLAGSTONE SEATWALL SEE DETAIL L-3 TH:S SHEET 6" WIDE TRENCH GRATE FLAGSTONE VENEER (TYP.) c>-----ll+-#4 REBAR 3/8" MORTAR JOINT (TYP.) -A--#-+-CONCRETE BLOCK PLANTING AREA --- WEED BARRIER FABRIC ALL LOCATIONS 4 C-4 4" DECOMPOSED GRANITE WITH WOOD HEADER SCALE: NTS NOTES: A. SPLICES TO BE 1 X4 REDWOOD. MIN. 48" OVERLAP 8. NAILS TO BE GALV. COMMON NAILS -NAIL AS REQUIRED FOR SOLID INSTALLATION C. HEADERBOARDS SHALL BE LAID TRUE TO LINE AND GRADE D. ON TURNS AND CURVES, TWO 1/4 " X 4" LAMINATED BOARDS IN PLACE OF 2X4 SHALL BE USED MIN. 8' VARIES 12'-24" +/- / MIN. 5' -------►-• ___ V_AR_IES ---1 REDWOOD HEADER ~-6" CONCRETE MOW STRIP TURF -111-111-1 I 1111-111 1I1-111 1I1-111 111-111-~-----4" D.G. SECTION A1-A1 COBBLE SWALE AND D.G. PATH SCALE: NTS -COBBLE SWALE SEE LANDSCAPE SPECIFICATIONS FOR COBBLE TYPE B" x 16" CONCRETE BLOCK FILL WITH CONCRETE SEE SPECIFICATION FOR TYPE AND SUPPLIER AND SHOP DRAWING FOR ... EXISTING PALM #4 REBAR 036'• O.C. ---ttt----- 4" PVC DRAIN PIPE -------. @1 % SLOPE, 3' O.C. FINISH GRADE (VARIES) 3000 PSI CONCRETE 4' CLEPRPNCE ____, PLANTING AREA -BACKFILL 4 GRATE ANCHOR INSTALLATION FLAGSTONE PAVING -l----12" DEPTH SAND-2' BACK OF WALL BACKFILL (DRAINAGE PIPE AREA ONLY) 8-SECTION B -B NTS C-4 TRENCH DRAIN/SEATWALL/PLANTING AREA FINISH TO MATCH EXISTING CONCRETE 1/2" RADIUS --, FINISH GRADE VATCH EXISWJG WIDTH a::-PAVEMENT --'-4X4 W.W.M. 1" MIN. COVER X , . ~· . . "'x . . ~ ~~ , m _ _ _, _ I _ 1 1~1 ~- 111-=ill. 111-111 Ill Ill Ii 11-·i 11 11. 111-111 111 11-1,,i;f-ff-90% COMPACTED SUBGRADE 1==111==1 ! l==I I 1==11 l=:III==I I 1==111=- @ CONCRETE WALK 4 NTS SAWCUT EXISTING WALK EXISTING CONCRETE ~ WALK I \ 4' (TREE WELL DIMENSION) --t- PRECAST PAVER 1" +/-MORTAR LEVELING COURSE c c :2" MULCH' c - ~~t~f1 I~ -n=cCTFi~~i~~mirr~iirr~[m1~Tii~r&~i~i&ffi~~~ !TREE WELL BASE (3000 PSI) · · · · · · · · -, · · -. · · -. ·. · , , · -.. , -, -, , = ,_, -, -., 90% COMPACTED SUBGRADE SECTION G -G PAVER HEADERS IN EXISTING WALK/TREE WELL SCALE NTS EXISTING 10 1/211 4 l/2 11 D-L!.!-w:;:;=;rn w rrillmill1 1 /Jlmlll/n SECTION C -C FLAGSTONE VENEER PLANTER WALL SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS 8" CONCRETE BLOCK FILL W/ CONCRETE FLAGSTONE PLANTER WALL -COBBLE SWALE 6' 9 CONCRETE STEM WALL C-4 SCALE: 1 1/2" = 1'-0" N~N ASPHALT --~ TACK COAT VARIES SEE GRADING PLAN EXISTING ASPHALT PAVEMENT 6" CONCRETE HEADER 1/2" RADIUS FINISH GRADE FLAGSTONE PAVING FLAGSTONE PAVERS 1" MORTAR 4" CONCRETE BASE (300D PSI) ,----------2 x 6 REDWOOD PLANKING ,--------2 x 10 REDWOOD BEAM 2 x 10 ',PJ!?PWl?"P CROSS MEMBER Cl 5' o.c, SECURE W/JOIST HANGER WEED BARRIER SECTION D -D WOOD FOOT BRIDGE SCALE, 1 1/2" = 1 '-0" METAL STRAP --18// __ I 4" D.G. 3000 PSI CONCRETE HEADER .N'om -· Au. /"-eCJk/e/X} ro s.e. ,, '!>ti N' lt/t::it7 P 11 ~-3/4"-1 1/2" FLAGSTONE/BRICK 1 o FLAGSTONE & BRICK VENEER SEAT WALL/MONUMENT SIGN C-4 SCALE: 1 1;2·· = 1'-0" WALL HEIGHT NOTES: 1. SEE GRADING PLAN FOR SEAT AND PLANTER WALL ELEVATIONS AT LIBRARY ENTRANCE 2. BRICK MONUMENT WALL W/SIGNAGE -42•• ABOVE FINISH GRADE J, FLAGSTONE MONUMENT WALL W/SIGNAGE -42" ABOVE FINISH GRADE 4. BRICK SEAT WALL -18" ABOVE FINISH GRADE OF FLAGSTONE PAVEMENT 90% COMPACTED SUBGRADE 5. FLAGSTONE WALL IN SEATING AREA -18"ABOVE FINISH GRADE OF DECOMPOSED GRANITE F-F SECTION F -F 6. WATERPROOF WHERE BACK FILL OCCURS ONLY. SEE SPECS FOR WATER PROOFING. C-4 FLAGSTONE PAVING/ASPHALT PAVEMENT City of' Curlsbud Recreation PARK DE\/ELCf'MENT (760) 434-2826 Fax (760) 720-6917 1200 Carlsbad VIiiage Drive Carlsbad, CA 92008 Cole Library Exterior Upgrade McGraw/Baldwin Architects Architecture Planning Interiors LANDSCAPE CONSTRUCTION DETAILS C-4 701 B Street #200 San Diego CA 92101 619 231-0751 C 2COO McGrow/6:ilcfiMn Arch~ecla DRAWING NUMBER PLAN HOLD CORPORATION • IRVINE, CALIFORNIA FUi□RDER BY NUM5ER 075/\R -=--' • • ' • • ~--_..,. ____ _ ·r-------··{"P,o,ff/?.e, z, '10/IA-t-,.'1 xff, f~ S: I, --pl'f7'i. .. " DRAWING NUMBER PLAN HOLD CORPORATION • IRV•NE CALIFORNIA FIEOl<CEA BY NUMBER 075AR ' I ::::::::::::::::: ~;:1<,-:;-:::lli;,e;JID :=~:=:· :=~=~=~=:=~::~-~:·:::-~::~:-7\:-:-:-:c • DRAWING NUMBER COL · LIBRARY 1250 fARLSBAD VILLAGE D, 1ve PLAN HOLD CORPOAATION • IRVINE, CAUFORNIA REOPDER DY NUM8ER 075AR 1'(]51TIO~[b~(OfPR:lfTOOIHISLI~[ • 0 ".';--'.,V,'-/:-=-=-=-=-=-=·=-=-=-=·=-=-=-=·=·=·=·=·=-=: :·:·: -- ( 0 sus 'sroP • l ,, \ \\ ~EW_\ TLRF _\, ' -+--,,1, --j. ---=/2V21.-J'P77¥#---n, -__u___A--t2v~-,#/i{/K~ ~--==-..~ Wt?fit~i?/77,,,~"' -f'-u:frZ:>irT. . 0 j -_-_-_-_.._ .. _-:.::.-_ '-:.. --- NEW FLAGSTCNE ALK <TYP . l • • \ CARLSBAD VILLAGE DR . • -.i-l"•l,,,l'~ • .1--=■--.----1---------■1, 0 5 10 20 40 FT \ DRAWING NUMBER L-1 -II RIGATION PLAN (FROI T) PLAN HOLD CORPORATION • IRVJNE, CALIFORNIA i:IECIROER 6Y NtMBER 075AR • l • \ -p,x'/71/Jlt?:·711r3w-, -.t=?< ~ //;.-'/ "{ir, -;P.~-eY --- -------·-----. • \ . DRAWING NUMBER PLAN HOLD CORPORATION • IRVINE, CAUF□RNlf, REORDER BY NUMBER 075AR PO,jlTION Ei)JE [# PAINT lll nm llN! • --- IRRIGATION NOTES 1. Scope of work for irrigation includes providing for all necessary modifications to existing Irrigation system in accordance with plans and specifications and demolition and removal from site the existing irrigation in areas receiving new Irrigation. Field verify with Agency Representative prior to construction operations. Included in the scope of irrigation work shall be all labor, delivery, materials, permits, testing, and repairs s for fully operational irrigation system per speci_fications,and drawings. 2. This sprinkler system design Is based on the existing minimum operating pressure shown on the irrigation sprtnkler schedule. The irrigation contractor shall vertfy water pressure on the site prtor lo installation of irrigation work. Report any difference between water pressure indicated on the drawings and the actual pressure reading at the Irrigation point of connection lo the owner's authorized representative 3. 4. 5. 6. 7. Contractor is responsible lo locate existing underground utilities and protect them from damage due lo irrigation work. Irrigation lines under continuous pressure are not allowed. Bubbler or low flow sprinklers used on slopes 4: 1 or greater should be pressure- compensating or be equipped with pressure-compensating devices. Design all systems to allow a water velocity of no more than 1.52.meter per second (5 fps}. All piping between the point of connection and back flow preventer and/ or vacuum breakers shall be of materials and installation methods required by the local codes. 8. Final location of automatic controller shall be approved by the owner's authorized representative. 9. Irrigation contractor shall flush all lines and adjust all heads for maximum performance and lo prevent over spray onto walks, drives, and buildings as much as possible. This shall include selecting the best degree of arc to fit existing site conditions and throttling the flow control at J'ach valve lo obtain the best operating pressure for each system. / -- 10. Do no(willfully install the system as designed when tt is obvious in the field that unknown obstructions or grade differences exist that were not known during designing_ Such conditions shall be brought lo the attention of the owner's authorized representative; otherwise the irrigation contractor must assume full responsibility for any and all necessary revisions. 11. It is the responsibility of the irrigation contractor to familiarize himself with all grade differences, locations of walls, retaining walls, ditches, fences, and existing vegetation, etc. He shall coordinate his work with the general contractor and other sub-contractors for the location and the installation of pipe sleeves through walls, under roadways, paving, structures, etc. 12. Contractor must stop all back drainage of sprinkler heads with a check valve installed in the riser. Install only as needed after flushing to prevent back drainage. Adjust to minimum pressure loss. 13. Adjust all bubblers to prevent excessive flooding. • IRRIGATION LEGEND SYM MANUF. MODEL DESCRIPTION DETAIL NOTES 0 RAINBIRD 1812-SAM:W/10SERIES MPR 12" POP UP -SHRUB AREA L-9 ---- 0 RAINBIRD 10 SERIES MPR ON 12" RISER SHRUB HEAD SHRUB ---l'•!,, . ~ -------.. -- @ RAINBIRD 15 SERIES MPR ON 12" RISER SHRUB HEAD SHRUB --·· -· . (§) RAINBIRD 1812-SAM:W/15 SERIES MPR 12" POP UP SHRUB AREA, W L-9 W/1800 PCS -175 SCREEN REDUCING SCREEN ~ RAINBIRD 1812-SAM W/15 SERIES MPR 12" POP UP SHRUB AREA L-9 RAINBIRD 1804-SAM W/15 SERIES MPR 4" POP UP LAWN AREA L-9 - @ -TORO ' 300-00-02 LAWN POP UP STREAM ROTOR L-9 ;:;£/.PT A~ P ,,,,,-..... ~ ----• I RAINBIRD 1404 IN DEEP WATER DEVICE BUBBLER; PRESSURE L-10 COMPENSATING --O I RAINBIRD 1804 SAM: W/10 SERIES MPR 4" POP UP BUBBLER L-9 Wi 1800PCS · 030 ~~ ' --... ---IICREEN-BUBBLER SHRUB 0 I RAINBIRD 1401 ON 2" RISER !PRESSURE COMPENSATING( P•!, 0 RAINBIRD i"404 ON 2" RISER leREfN BUBBLER SHRUB !PRESSURE COMPENSATING! 'f'_•.f, -- El RAINBIRD 15 SST MPR ON 6" RISER SIDE STRIP SHRUB ,._,. liiiii! RAINBIRD 1812 SAM: W/ 15 SST MPR 12" POP UP SIDE STRIP L-9 E9 RAINBIRD 1812 SAM: W/ 15 EST MPR 12" POP UP END STRIP L-9 . ~ -RAtNBIFID ~i.•-f1-W<--,1._ND-t''l , .t'A. AUTO CONTROL VALVE ""A1"~f.i:.. -?~l>M •)l'M. @ RAINBIRD 44RC QUICK COUPLER PROVIDE 12) 44 K KEYS t>Wtf tlb'll"~S 60F 22 -------------PLAN f-lQLD COAPGRATION • IRVINE, CALIFORNIA l'fEClROER Elv Nl.lME!ER 075AR 1'(]5lJION COSE or P~III QN "Ill> LINE Dote: 04-21 -oo SC>-IEMA TIC DESIGN/ Job DESIGN DEVELOPME~T PACKAGE CD PROGRESS/COORDINATION SEC I 00 % CONSTRUCTION DOCUMENT SET Fl'IAL CCNSTR•JCTION DOCUMENT SET -. ,. Cl ~~!!$~? "\cL;~':-'--'--'-7* No.:00014 05-12-00 06-22-00 07-07-00 07-21 -00 • RAINBIRD XBT-10-6-XERI BUG MULTI DRIP EMITTER SHRUB INSTALL DRIP TUBING THRU CONDUIT City o" Cor's:Jocl OUTLET ® WILKENS WBS_O -LINE SIZE BALL VALVE ----PACIFIC SEE SPECIFICATIONS LATERAL LINE --•I PACIFIC SEESPECIFICATIONS --------MAIN LINE =--PACIFIC SEE SPECIFICATIONS SLEEVES ----~ ---~ ------- [[1] CALSENSE I':;; ,_,_,_z,;.-1".-l"J'-~J)NTROLLER "' µ 77",;fJo(:S w. J"APl.i, , • ,, ' .,,., S~L-..., , ,....r::;:,, U)',..,1,.'A,' l'l.P w..:s .. , · err:· \ ,-1, INTO FLOWER POTS; 6 TUBES /POT L•• L-1/1:;1 - L-1/L-2 ---L-1/L-2 L-6 INSTALL IN EXISTING SALVAGED CONTROLLER BOX veYI.-e.e. . ,N'Sf;,fL~ o,v Cl~ \ PA><< Cr\/H Clc'l,/c-NI _(7G0j L34-2326 Fcx (76C) 77C-5917 I 20J Ccrle:brid \/ I u~e Ur ve Carlsbad, C.~ 9700il Cole Library Exterior Upg,ade McGraw/Baldvvin Architects Architecture Planning Interiors IRRIGATION PLAN (FRONT) L -1 701 B sfrdet 200 San Diego CA6991C!131 0751 0 2(X)O McGn:iw/Boldwln Ard'illoof!I 18 ' \ / / DRAWING NUMBER Pl.AN HOLD CORPORATION • IAV!NE, CAUFOANIA R'EORIJEFI BY NUMBER 075AR i I I I I I I ' ! ) DRAWING NUMBER PLAN HOLD CO~OAATION • IAVINE. CALIFORNIA FElRDEA BY NUMBER Cl75AA • -----,-__________________________________________________________ _ IRRIGATION LEGEND SYM MANUF. MOOE~ DESCRIPTION 0 IRAINBIRD 1812-SAM:W/10SERIES MPA 12" POP UP -SHRUB AREA 0 :RAINBIRD 10 SERIES MPR ON 12" RISER SHRUB HEAD ® IRAINBIRD 15 SERIES MPR ON 12" RISER SHRUB HEAD '® RAINBIRD 1812-SAM!W/15 SERIES MPR 12" POP UP SHRUB AREA, W W/1800 PCS -175 SCREEN REDUCING SCREEN ~ RAINBIRD 1812-SAM W/15 SERIES MPR 12'' POP UP SHRUB AREA RAINBIRD 1804-SAM W/15 SERIES MPR 4" POP UP LAWN AREA @) TORO 300-00-02 LAWN POP UP STREAM ROTOR • RAINBIRD 1404 IN DEEP WATER DEVICE BUBBLER;PRESSURE COMPENSATING 0 RAINBIRD 1804 SAM: W/10 SERIES MPR 4" POP UP BUBBLER WI 1BOOPCS -030 --0. RAINBIRD 1401 ON 2" RISER :..k%66i auBBLER !PRESSURE COMPENSATING! 0 · [ RAINBIRD 1404 ON 2" RISER SOP¥1J3li dUBBLER !PRESSURE COMPENSATING> B ,RAINBIRD 15 SST MPR ON 6" RISER SIDE STRIP -RAINBIRD 1812 SAM: W/ 15 SST MPR 12" POP UP SIDE STRIP E5 i RAINBIRD 1812 SAM, W/ 15 EST MPR 12" POP UP ENO STRIP ~ "'AINBIRB-AUTO CONTROL VALVE ~,.,,~ . .,,. -,r:.)xll!JIIY ,tJ'/lt/-,1I' ,-,.. ® RAINBIRD 44RC QUICK COUPLER SCALE• I" 10·-o· L• ■ ••• I U 5 lU 40 FT OETAI~ L-9 SHRUB 1"-!it SHRUB L-9 L-9 L-9 L-9 L-10 L-9 SHRUB l'-5 SHRUB l'-5 SHRUB -· L-9 L-9 NOTES DRAWING NUMBER COLE IBRARY 1250 c~~~~~?w,JfJ F •· F PROVIDE (2) 44 K KEYS E • I RAINBIRD @ I WILKENS I PACIFIC --I PACIFH; =--PACIFIC !I" 0 f CAlSENSE DRAWING NUMBER L-2 -IR IGATION PLAN (REAR} • //V~ :' _, Pl.AN HOlD CORPORATION • IRVINE. CAlJFQl=INIA AE;mEF1 B'r' NUMl!El 07SAR P:1$UIU~ l.!lGl U C!l~I C>' :e., Li~f . ·. --------- XBT -1 0-6-XERI BUG MUL Tl DRIP EM1 r I E:H OlfTLET W850 -LINE SIZE BALL VALVE SEE SPECIFICATIONS LATERAL LINE • SEE SPECIFICATIONS MAIN LINE SEE SPECIFICATIONS SLEEVES I~~.,_;;,;,-..;~ CONTROLLER ~;:v,&,,o, -, /+u'!>d /N'Sr,f..,t.J_ (✓/ ~'"PA-". ,r,.,,p ~ ,,.._,,.,.,-N r o,-,, "---. \ -. •• SHRUB L.-5 L-1/L-2 L-1/L-2 L-1/l-2 ,L, - DRAWING NUMBER Pt.AN HOLD CORPORATION ■ IRVINE, CALIFORNIA R!:OAJ~ BY NUMBER 075.M ~JSll.'Jk lCGl U P!INJ ~N HI, LI~[ • J ,..-\ \ I" r- ~- ,~-:--~·:~ ·--i .. ·' .-· V: Vi-\ \ \ \ • , INSTALL DRIP TUBING THAU CONDUIT ' fNTO FLOWER POTS; 6 TUBES /POT INSTALL IN EXISTING SALVAGED CONTROLLER BOX .,;v.:,r~ e:!'A/ -~"2..& - I, I I I I I I I I ■ ' c8()4l-8 70F22 PLAN rlOLD COf'FOHATION • IAVINE, :'.:ALl"OANlA • FElROER BY NUMBER Cl75AR Dote: 04-21-00 Jo!J No.:00014 5C'-aEMATIC DE51G'J/ DESIGN DEVE_OPMEN~ PACKAGE CD PROGRESS/COORc:>INA TION SET . ooi coNsTRLC110N oocu"-'EN~ SET FINAL CONSTRUCTION DOOJME~T SET NDSc~ STEY4 i.i; Ho. 202 -::. ~~ .· -"' "' -"' 05 -I 2 -00 06-22-00 07-07-00 07-21-00 -~ I . - 1/7,""' Cole Library Exterior Upgroce McGraw/Balcwin Archi:ects Architecture Planninc Interiors IRRIGATION PLAN (REAR) L -2 ----------------------------------------------------------------------------------------------------------'------------------~---------'------_1\\..._ _______ 7c.:0::..:1---=.B_S=..t::.re::.:e::..:t~#!L:2::..:D:..:D:.....:::S.::anc......:D:..:.ie;;cg;..;o~C;;,;A:_...::.92;:,1;;;0;.:,1_ 02000 ----619 231-0751 ------------------ I DRAWING NUMBER PLAN HOLD CORPORATION • IRVINE. CALIFORNIA --: "-t':--:)-~c~}:::-:-, cc_ c: §---:, -'-· :--:.-,:: -~,:":;._,..:::r,--~"=---_ : --::-:.---_ =i! -· -•..._-:,.. 'f,-.,.-/---. ?.---- CL CL CL EXISTING CALUANJRAS ANJ AGAPANTHAS TO REMAIN " TH,S AREA. DRAWING NUMBER PLAN HOLD CORPORATION • IRI/INE. CALIFORNIA REOFIJER BY J\ILIMEEA 075AR ,-,,-_:,';:: -~ -:::-~·::.:--::::: ,. ,. ,. ,. -:: -"' " ,. ,. --·~~y REMOVE 6 MYRC>'ORUM TREES THIS AREA D.G. 5EATING A<EA \ 'A>..tJ;'ifl . -"·. '"/. l:. ✓-· ., .. ' ,, __ , □□(' ~\~~~~t- \ <½:;~.;,: PLANTING 6CAL8 I' • 10'-0' PLANT 36" POTS SEE PLANT LEGEND FOR MA TERIAL...S _Lr),--.. '•·------. ,,_ ..t:zy· .. :z.1-. ./ i ', "-:< /'. Yv.'N.;,.'.a.. ,. ,1 ·-~-_/)t'::PI.[; . \ '• ·. -' ' PROTECT EXISTING TREE FE'c,:,,--+-ffl LOCATED BEHIND SCREEN WALL J p p p p L PLAN REMOVE PALM 0 LI GC MIX tt 2 {TYP.) DRAWING NUMBER DRAWING NUMBER COLE LIBRARY 1250 L-3 -P NTING Pl.AN (FRON VE REORDER BY NUMBEFI ll75AR TREE REMOVAL AND TRANSPLANTED MATERIAL LEGEND Ell-" EXISTING TREE LOCATION \...10 ~o. TP-1 TRANSPLANT LOCATION -TREE/SHRUB \_ ID NO. 8 0 0 REFER TO s;:,EC. SECTION 02\30 FOR TREE BOXING REQUIREMENTS YUCCA-NEW TRANSPLANT LOCATION TREE/SHRUB REMOVAL EXISTING TREES TO REMAIN fXISTl~G WALK TO REMAIN NEW FLAGSTONC AU< ffYP . l 0 NOTE• All. PlANTNG SI-IALl. EE IN CONFORMANCE WlTH DETALS AS SHOWN ON 51-EET L -~ AN) AS OU1l.JIIED IN LA/IOSCl>PE SPECA:ATICNS SECTION 02 900 PLAN HOLD COFPORATION • IRVINE, CALIFORNIA IEORDER BY NLIYlaEFI 075AR "IJSl110~ E[l(;f OF 'Hl!fl ON !~Ii Liff[ I.: / L -1-- 1 I I I I I "--------------------------1 I EXGTING WALK I EXISTING LAWN AR=A EXGTING TREE ITTP . ) -----EXISTING LAWN AREA _/ --- CARLSBAD VILLAGE DR. \ ', ' - / SYMB. 0 0 0 0 0 G DRAWING NUMBER PLAN HOLD CORPOflATION • IAVINE. CAUFOFNIA REORDER BY NI..IMBEA 076AR POWll.lN iOI:! :)f ?RINl 0~ HIS L.Nc • PLANT SCIENTIFIC NAME /Common Nome LAGERSTROMIA INDICA Crape M}1"'tle EUCALYPTUS SIDEROX'r1...0N Red lronbark DICKSONIA ANTARTICA Tasmanian Tree Fem COCULi.JS LAURIFOLIUS MELALEUCA LEUCADEl';DRA Cajeput Tree POOOCARPUS GRACICOLOR Fem Pine 0 ~D=O=D=O=N=E=A=V=_=P=U=R=P]U,ERiijEA~L=====:1 Hop Bush 0 ECHIUM FASTUOSUM E Pride of Madiero 0 0 0 0 0 0 0 G 0 0 0 ® 0 STRELITZIA REGINAEA Bird of Porodi:,e Pr<ORMIUM T. ATROPURPUREA fl<ew Zealand Flax LEPTOSPERMUM S. ' RUBY GLOW' Tea Tree RHAPHEOLEPIS INDICA 'SPRINGT,ME' Indio Howthom GREVILLEA NOELLI JUNIPERuS C. 'ARMSTRONG' Armstrong Juniper NANDINA DOMESTICA Heavenly Bamboo ROSA BANKSIAE Lady Sonka' Rose , ACACIA REDOLENS Acacia PITTOSPORUM T. 'WHEELER!' Wheeler's Dwarf Pittosporum Rli:IES VIBURNUM Ribes Viburnum BOUGANVILLIA SPC. 'La~noer Queen 'Pink Tioro' 'Ba~boro Korst' BOUGANVILLIA SPC. 'Hawaii' BOUGANV1LLIA SPC. 'Crimaon Jewe> GKOUNOCOVERS GROUI\DCOVER MIX #1 LAMPRANThUS SPC. Ice Plant (1/3 Purple, 1/3 Pink, 1/3 Red) GROUNDCO½'.:i:! MIX #2 LEGEND QTY. SIZE 2 24"80X 4 7:[l:10X 46 15 Gal. 7 15 Gal. (BID ALTERNATE) 6 5 Gol. 13 24" Box 8 24" Box (BID ALTERNATE) 25 , 15 Gol_ 34 5 Gal. 5 15 Gol. 45 15 Gal. 79 5 Gal. 28 5 Gal. 78 1 Gal. 15 5 Gol. 7 5 Gal. 78 1 Gol. 75 5 Gal. 11 15 15 Gal. g 15 Gal. 30 15 Gal. FLATS 1 GAL. ~OTES/SPACING STANDARD STANDARD 6 IN ADD ALTERNATE AREA SEE TREE Pi.ANTING DETAILS SHEET L-5 AND SPECl~CA170N SECTION 02900 FOR TRCE PLANTING REQUIREMENTS SEE SHEET L-4 9 ,N ADD ALTERNATE AREA SEE SHEET L-4 SEE SHRUB PLANllNG DETAILS SHEET i..-5 AND SPECIFICATION SECTION 02900 FOR SHRUB PLAI'< TING REQUIREMEN7S 14 IJI. BID ALTERNATE AREA 6 IN BIO AL TERNA TE AREA 35 II'< BID AL TERNA TE AREA 7 IN EiC ALTERNATE AREA SEE SHEET L-4 , SEE SHEET L-4 SEE SHEET L-.-.. ALL IN am ALTERNATE AREA SEE SHEET L-4 SE£ SPECl;;iCATiON SECTION 02900 ~OR VINE PLANTING REQUIREMEI\ TS 4 IN BID ALTERNATE AREA PLAl'I. T@12" O.C. P~NT@12" O.C. EE2TIEl 1.iMOt-.lUM PEREZII 7 Stottce EQUAL AMOUNTS 1 SAfl<.,..O•_INA CHAECYPARISSUJ1/3 · Lavender Cotton ' LAVENDULA STOECHAS Spanish Laver>der O;:-EA. ROSMARINUS C. 'COLLINGWOOD'INGRAM' Colllngwooo Ingram Rosemary 1 GAL. PLANT@G6" 0.C. ' ' '.' -'-IEDERA H. 'l'<EEDLEPOI~ T' l\ieedlepoint Baltic Ivy FL.ATS PLANT@12" 0.C. ~ TRACHELOSPERMUM JASMINOIDES Star Jdsmine 1 GAL. PLANT@2.-..• O.C. □ MARATHON Ill SOD 0 0 0 0 0 0 1--'~RENNIALS I ANfl.UALS TUc..BAGHIA VIOLACEA Society Gorllc IMPATIENS WALLERANA Busy Lizzie lmootiens POLYSTICHUM MJNITUM Svrnrd Fern ASP\DIST>ilA ELATIOR Cast 'ron Plant LIR;OPE MUSCARI Lily 7 urf AGAPANTHUS AFRICANUS Lily of the l'.i!e TULBAGHIA \eCLACEA Society Garlic ANIGOZENTHOS RUFUS Kangaroo Pow 7 35 23 23 32 20 B 8 1 GAL. 1 GAL. i GAL 1 GAL 1 GAc... 5 GAL. GAL. GAL. PLANT@24~ O.C. PL.ANT@24" 0.C. SEE ALSO SHEET L-4 P~NTC24" O.C. SEE ALSO SHEET ~ -4 PLANT@24~ O.C. PLAl\aT@24~ 0.C. PLAl'<7 @24" O.C. PLANT AS DIRECTED BY OWNER. FL,R~ISH PLANTING MIX IN POTS. DRAINAGF AT BOTTOM OF POTS SHALL BE 6" OF PEA GRAv£L. PROVIDE FlLTER FABRIC BElWEEN STONE AND PLANTING MIX. INSTALL IRRIGATIOI'< D~IP LiNES SEE IRRIGATIO"J PLA\JS'> PLANTING NOTES 1. VEGETA70N REMOVALS - 2. 3. 4. 5. 6. 7. o. REMOVE ALL SHRUBS, GROUNDCOVER, AND TU!it WITHIN LIMITS OF WORK SHOWN ON SHEETS C-2 AND C-3, UNLESS OT-iERWISE NOTED ON ?LANS_ b PROTECT IN PLACE Ai..L TREES UNLESS OTH(RWIS€ NOTED 0~ PLA~S c. PRIOR TO BIDDING T'1E P~OJECT, THE CONTRACTOR SHAL VISIT Tl-IE SITE AND FAMILIARIZE HIM/HERSELF WITl-1 Tl-IE EXlENT OF EXISTING VEGETATON TO BE REMOVED. Tr'[ PLANTING PLAN IS DIAGRAMMATIC. MINOR ADJUSTMENTS TO THE PLANT LOCAllONS WILL BE MADE AT lriE DISCRETION OF THE AGENCY REPRESENTATIYc:. THE PLANT COUNT ON TI-IS SHEET IS FOR THE CONVENIEII.CE OF THE CONTRACOR WHO IS RESPONSIBLE FOR ALL THE PLANTS SHOWN Oi', THE PLANS AND LEGEND. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED Al'<D PRIOR TO SOIL PREPARATION THE CONTRACTOR S!-IALL OBTAIN A SOIL TESI (AGRICGLTURAL SUITABILITY) TAKEN FROM 4 APPROVED LOCAT•ONS Or>. SITE FROM AN APPROVED SOIL LAB AND AMEND THE SOiL TO THE RECOMMEl'<DATION. FOR BIDDING PURPOSES USE THE AMENDMENTS BELOW. THE CONTRACT Wli.._L BE ADul.JSTED TO REFLECT THE SOIL i..AB RECOMMENDATION. 3: 1 SLOPE OR 1--LA TTER o. TILL SOIL TO A DEPTH OF 8" b. APPLY SOIL AMENDMENTS AT THE FOLLOWING RATE (PER 1,000 SQUARE FEET) 100 lbs gypsum 4 cubic yards loamex or equal 40 lbs fertilizer (ogriform 21-8-8) c. MIX TO A DEPTH OF 6" o. BRIJI.G TO FlNISH GRADE NOTE: SOIL AMENDMENT II'< NEW GROL,ND COVER AREAS ONLY. MAINTAIN A 2% SLOPE AWAY FROM BUILDINGS. BRING FINISH GRADE TO 1.0" BELOW PAVING OR CURBS PLANT TABS SHALL BE AGRIFORM (OR APPROVED EQUAL) 20-10---5 AT THE FOLLOWING RATE: a. Grouno cover plants ond liners-•'1(0,ie) -5 gram each b. 1 Collon -7 (one) -21 ,;;ram c. 5 Gallon -2 (two) ~ 21 ,;;ram d. 15 Gailon -3 (three) -21 gram e. box trees -1 (ant:) -21 gram per 4" box size 8. BACK FILL FOR PLANT PITS -2/J NATIVE SOIL AND 1/3 APPROVED SOIL AMENDMENT. 9. CONTRACTOR SHALL LOCATE ALL PLANT MATERIAL PER PLANS PRIOR TO CALLING FOR FINAL SPOTTING BY THE LANDSCAPE ARCHITECT. 70. HEADERS, NOT OTHERWISE INDICATED ON THE PLANS, SHALL BE TWO -1/4" X 4" REDWOOD, OVERLAPPED, l'<AILED TOGETHER, AND STAKED 6' 0.C. AND AT CORNERS. STAKES SHALL BE 1· X 4• X 12'. STRAIGHT SECTIONS SHALL BE 2" X 4" REDWOOD. 11. PROVIDE 16,480 S.F. (BASE BID) OF 2•· DEPTH OF MEDIUM SIZED REDWOOD BARK CHIPS IN PLANTING AREAS TO COVER COMPLETELY AS DIRECTED SY AGENCY REPRESENTIVE .. 12. SEE SHEET l-4 i="OR ADDlllONAL PLA!I.Tll'<G AREAS A~D PLANT LEGEND FOR ADDITIONAL QUANTl71£S OF PLANT MATERIALS. 13. ALL TREE REMOVALS SHAU. INCLUDE GRINDING OF STUMP TO 12" BELOW GRADE ANO REGRADING OF DISlURBED AREA ASSOCIATED WITH TREE REMOVAL. BWG3~ SOf 22 PLAN HOLD CORPORATION • IRVINE, CAllFOFNIA REORDER BY NUMBER 075AR Date: 10-16-oo BID SET ti l )~J __c~• ',c1 . . : f.:.. Job No.: 10016-00 City of Co.rlsbo.d Recreation PARK DEVELOPM:NT (760) 434-2826 Fax (760) 720-6917 1200 Car1sbad Village Drive Carlsbad. CA 92008 Cole Library Exterior Upgrade McGraw/Baldwin Architects Architecture Planning Interiors PLANTING PLAN (FRONT) L 3 701 B Street #200 San Diego CA 92101 619 231--0751 0 2 000 ~ .ll.railllctl ' 1 DRAWING NUMBER Pl.AN HOLD CORPORATION • IAVIM::. CALIFORNIA !£ORDER BY NUMBER 075AR 126 • 0 0 1 I . /J / DRAWING NUMBER PLAN HOLD CORPORATION • IRVINE, CALIFORNIA / / / / / ROORDEA B'I' NW BER 075/1.A ~ MYOPORL\M 0 0 0 0 a; .::x1s·1NG PLANT MA :ERi To kt:MA!N 1N T'.-llS AREA\'r ;,·l\,, __ 0 0 G "LANT MA AIN i'>J THl5 0 DRAWING NUMBER COLE LIBRARY 1250 ciABI SBAD \LJLLAGE DRIVE Pl.AN HOLD CORPORATION • lRVINE, CALRJRNIA RBJRCIER BY NUh43Ef'I 075AR 0 0 I EXISTING WALK j/ DRAWING NUMBER L-4 -P NTING PLAN {REAR} Pl.AN HOLD COAPORATION • IRVINE. CAI..JFOF'NA EXISTIN.; 8RO OF PARADISE TO REMAIN IN PLANTE• FIEOFIDER BY lllJMEEA 075AR N N L N L 'L L ++.+...... ++++ t "-' . ..... ..... ---1' ~-.+-,+ + ,·+.,'<;' ''"''·'"-" -t:·\ ·t'' :t' -1, '+ •''I-'. EXISTING CONCRETc PAVEMENT -f 'tl,_\'1-_.+ ;t .. -..., + 0 I I I -------- r L L El<JSllNG BIRD CF PA~ADISE TO REMAIN IN THIS AREA L L L 0 DRAWING NUMBER PLAN HOLD COR~TION • IRVINE, CALJRJRNIA l<EC/l=ClER BY NUMBER 075AR PLANT N N I I I f"~' t '·· ,b I ' \ \ I ;~-'c__:s.,__ ______________________ _)_ ______________________ -;t'----------------------7',,, ! I I I I Berm , I l / ··-----:•' I -----------------------------f~--, ..... ,.._~------------------------ ' / .. PLANT SYMB. SCIENT1F1C NAME /Common Nome ,TY. IZE/SPACING/NOTES 0 LAGERSTROMIA INDICA SEE SHEET L-3 Crape M:,,rtlc 0 EUCALYPTUS SIDEROXYLON 15 Gal. Red lranbark 0 DODONEA V. PURPUREA 15 Gal. Hop Bush 0 ECHIUM FAS1UOSUM 5 Gal. Pride of Mad!ern 0 STRELl1ZIA REGINAEA 15 Gal. Bird of Pon::idlse 0 DICKSONIA ANTARTICA 15 Gal. Tasmanian Tree Fem 0 COCULUS LAURIFOLIUS 5 Gal. 0 MELAL£UCA L£UCADENDRA 24" Box Cajeput Tree G PODOCARPUS GRACICOLOR 24" Box Fem Pine 0 SAUX BABYLONIA 3 36" Box Weeping ·wwow 0 PHORMIUM T. ATROPURPUREA 5 Gal. New Zealand Flax 0 LEPTOSPERMUM S. ' RUBY GLOw' 15 Gal. T1:10 Tnie 0 RHAPHEOLEPIS INDICA 'SPRINGTIME' 5 Gel. Indio Howtliom 0 GREVlli.EA NOELLI 5 Gel. GreVilloea (shrub form) 0 JUNIPERUS C. 'ARMSTRONG' 1 Gal. Armstrong Juniper 0 NANDINA DOMESTICA 5 Gal. Heavenly Bomboo G ROSA BANl<SIAE 5 Gal. Lady Banks' Rose 0 ACACIA REOOLENS 1 Gel, Acocia 0 PITTOSPORUM T, 'WHEELER!' 5 Gal. Wheeler's Dwarf Pittosporum 0 RISES 'v1BURNUW 5 Gal. Ribes Viburnum PLANTING PLAN (REAR) SCALE• 1· • 10·-o· EXISTING CCl'JTONEAST8" TO REMAIN LEGEND !::. E2] El BOUGANVILLIA SPC. 'Lavender Queen• 'P'ink Tiara' 'Barbero Korst' BOUGAN'v1LLIA SPC. 'Hawaii' BOUGAN\'1LLIA SPC. 'Crimson Jewel' UNDCO S GROUNDCOV£R MIX #1 LAMPRANTHUS SPC. Ice Plant (1/J Purple, 1/J Plnk, 1/3 Red) GROUNOCOVER MIX #2 LIMONIUM PEREZll Statice SANTOUNA CHAECYPARISSUS Lownder CQtton LAVENDULA STOECHAS Spcmish Lo..-ender ROSMARINUS C, 'COLLINGWOOO'INGRAM' Coll'ingwood Ingram Rosemary HEDERA H. BAL TICA 'NE£0l£P()jNi Star Jasmine TRACHELOSPERMUM JASMINOIDES Needlepoint Baltic Ivy MARA THON m SOD 51-<0WER AREA SEE 51-<EE-C -3 SEE SHEET L-3 SEE SHEET l-3 15 Go!. FLA TS@'l 2" O.C. 1 GAL. 012a O.C. EQUAL AMOUNTS 1 GAL. @36" O.C. FLA TSC12" O.C. 1 GAL 024" O.C. 0 0 0 0 0 0 ADD ALTERNATE 1 I I I I ■ I LIMIT OF WORK-+---'~ i i 1 ( 1ULBAGHIA \/IOLACEA Society Garlic 1t.4PA11ENS WALLERANA Buey Lizzie Impatiens POL YSTICHUM MUNl1UM Sword F°em ASPIDISTRA ELATIOR Cost Iron Plant LIR\OPE MUSCARI lily Turf AGAPANTHUS AFRICANUS Lily Gf the Nile p " TULBAGHIA \/IOLACEA Society Garlic ANIGOZENTHOS RUFUS KongorGo Paw \ \ I I I I I I I I 20 8 12 .,, I I \ ii I I I ~ ---= "'-"""'' ------- ----~ -;:~5~1=~=~~=~=~===:-:-:-:-:-_ =--~-'V 'V 'V ~ ,,.,,. _____ -=,<~~;_f ~:;;:;::::-:--- • =-=:=:=:=:=: ------------------ c==t=======~=== ■ ' I I ) =--------------------------------------------,/ SEE SHEET L-3 I 7'EE REMOVAL AND TRANSPLANTED t-lATERIAL ABB~EVIAT:CNS/L=-GEN'.J 1 GAL. @24" O.C. SEE SHEET L-3 SEE SHEET L-3 SEE SHEET L-3 SEE SHEET L-3 1 GAL. 1 GAL ETL-1 £XISTING TREE LOCATION \_iD NO. TP-1 TRANSPLANT LOCATICN -TREE/SHRUci \_ ID NO. e YUCCA-NEW TRANSPLANT LOCATION 0 TREE/SHRUB REMOVAL EX1S11NG TREES TO REMAIN 0 I I I I I I I I V 1/ I ;1 / : / : / I I l; ;I /I E / I c/ I ' I / ' I I I I I I ) ,:,WGNgo~ 90F22 ?LAN HOLD COl=l='ORATION IRVINE, CALIFORNIA Di. 0 w (!) <t _j _j 0 <t ffi _j Di. 0 i;2EMOVE 4 ACACIA RBJRDER BY NUMBER 07SAR Date: w-16-00 Job No~ BID SET a I 10 -16 -00 City of Ce1rlsbe1d Recreation PARK DEVB.OPMENT {760) 434-2826 Fax {760) 720-6917 1200 Carlsbad VUlage Drive Carlsbad, CA 92008 Cole Library Exterior Upgrade McGraw/Baldwin Architects Architecture Planning Interiors PLANTING PLAN ( REAR) L 4 701 B Street #200 San Diego CA 92101 619 231-0751 -- DRAWING NUMBER Pl.AN HOLD CORPORATION • IRVII\IE, CAUfORNIA Ml,(MJf;M av NUIVIE!Bs 0751>.R l'OllT'ON ro:.E i)i" Piii!C Oli 11!15 UN£ • CL£AN COMPACTED BACKFIU. -------, FINISH GRAD£ MAINLINE AND CONTROL W/Rf"S ~-----(2) WARNING TAPES DRAWING NUMBER PLAN HOLD CORPORATION • IRVINE, CALIFORNIA RBJRCIER av NUMBER 075AA J CLEAN COMPACTED BACKFIU. ------ PAVING BY OTHERS DRAWING NUMBER COLE lµBRARY 1250 C~tLAGEi,aRIVE FEOADER B'l' NUMBER 075AR ------(2) WARNING TAPES DRAWING NUMBER L-5 -l~GA TION ANO PlAN~NG q~~DRATlot..l • IR'v'INE, CAllRJRN!A REOl'IJER 81' "4UMBER 075AR ~--30-INCH UNEM LE+ll.ll'i Of WIR£, emu,, ,--WATER PROOF CONN£CTION (1 OF 2) ID TAG _,--V,,J .. '1£. BOX ~ COVER: 12-INCH SlZE . _ Fl~SH QIWlf/TOP OF MUI.CH 11---REMOTE CONTROL VAL \.E --SEE LEGcNO l'tl~ T'T'F£ -PVC ~ 80 NlPf'LE (CLOSE) PVC SCH '40 Ell P'¥'C hlA.INUNE PIPE P'.c SCH 40 TEE OR Ell l'!liilTIU~ lDO! ·JI PRlm ·JN IHll LI~! FINISH GRIIDE .... _ DRAWING NUMBER Pl.AN HOLD CORPORll.TlON • lRVlNE, CALIFORNIA FIEORCJER SY NIJMaa=t 075AA PWilTION WG! or PRIJfl ON ,m; \,Wf - 8tJB8l£R SPRAY /,£AD PVC SCH BO THRE'.DED NIPPLE (TYP.) ANTI-OFWN SPRING CHECK VALVE NOTE: TAf'E CONTROL WIRES TO MAJNLJNE 10 o.c. PVC SCH 40 t.Wlj"'llriEWl!ft:IWASHED GRAVEL P'.c lJt.TEIW.. PIPE PVC SCH 40 TEE (SST) OR ---------., ELL (ST) AT IATERAL UNE INSTALL 6" FROM HARDSCAPE OR WALL FOR SPRAY HEADS, CENTER IN 6" 71--"------+ L 7 PIPE INSTALLATION -5 N.T.S. 10" GREEN PI..ASTIC CIRCULAR VALVE I BOX, WITH BOLT DOWN COVER US£ STAINLESS BOLT NUT AND WASf-fER VA ti&.n~NfSH GRADE ~~T ~~l~~'f ::;,o LJD (LETTER Hr.-2") ---T::=i========;::::'772" ✓ FINISH GRADE SHRUB ARf.AS 0 _,,j PLAN VIEW -LID IDT !liWIIl 'It' Ill VN_I,{ W LIil Lrn£R mr SIW.J.. 1£ 2' J6• ~IN. LENGTH #4 REBAR STABIUZER, ATTACH W/ 7WO (2) STAfNLESS STER BANDS BRASS 90 DEG.ELL. ~:::::::i-----1ff-ourcK COUPLER VALVE, SEE PLAN AND LEGEND BRASS MPPLE, LENGTH AS REQUIRED -6" MIN. Dt:PTH J/4" CRUSHED ROCK BRICK STABILIZER, 1YP/CAL ]=3,------BRASS 90 0£G.ELL ~---BRASS 90 DEG. STREIT £LL PVC MAIN LINE D£PTH AS REQU/R£D MA/NUNE FITTING LB UICK COUPLER VALVE L-5 N.T.S. ,_-------INSTALL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS Pulo.NT MATERIAL INSTALL SPRINKLER HEAD 1 /2• ABOVE FINISHED GRADE IN SHRUB AND GROUND COVER AREAS FINISH GRADE/TOP OF MULCH POP-UP SPRAY SPRINKLER: SEE LEGEND ON IRRIGATION PLANS FOR TYPE AND QUANTITIES OF VARIOUS POP UP SPRAY HEADS REQUIRED SCl{]).1iJ PVC mm w. lll'. TAPE CONTROL WIRES TO MA/NUN£ 10' o.c. L2 SLEEVE INSTALLATION STIP STEP 2 STEP ST£? • L7 -5 N. T.S. c£:®_ iaa 1ec LEGEND 1. 2. 3. 4. STRIP WIRES APPROX. 5/B" FROM END. lWIST CONNECTOR UNTIL WIRE END R£ACHES BOTTOM. MIX CONTENTS OF SEALING BAG. CUT 1 /r OFF END OF PACK AND INSERT CONNECTOR to OPPOSTTE END. WRAP OPEN END OF SEALING PACK WITH TAPE. ALLOW TO SIT UNTIL RESIN JELLS. WIRE CONNECTOR N.T.S. flNISH GRADE LJ -5 TERMINAL STRIP CONTROL WIRES EPOXY SEALANT L6 -5 J.D-INCH MINIMUM DEPTH OF REMOTE CONTROL VALVE N. T.S. .. . . . . . ' . ,,---RAIN SHUT-OFF DEVICE. REFER TO L£GE:ND FOR SPECIF,C.O.,nON _,----STAINLESS STEEL ENCLOSURE SEE LEGEND FOR SPECIFICATION --j---=-j~----!RRIGATION CONTROLLER 0 REFER TO L£G£NO FOR SPfCIF'/CATION ~----GFI 1YPE SWfTCH W/ON-OFF SWITCH ---J/+• X 516• COPPER GROUND ROD CONNECT AS PER MANUFACTURER ----1 • P\IC ELECTRICAL SWEEP FOR FLOW S£NSOR WIRES --CONCRETE PAD (6" MIN. THICKNESS) 3• PVC ELECTRICAL SW£EP FOR LOW VOLTAGE CONTROL WIRES SECT/ON VIEW -N.T.S. 1 • PVC ELECTRICAL SWEEP FOR 110 VOLT POWER WIRES AUTOMATIC CONTROLLER N.T.S. p,/C CAP -So\WCUT TOP TO All.OW FOR SURFACE Fl.000/NG DO NOT CEMENT CAP TO DRAINPIPE BUBBLER HEAD SEE /.£GENO FOR 7YPE BACKFIL..L FOR TREES PVC SCH BO NIPPLE (4• MIN. LENGTH) PVC SCH 40 TxT 90 DEG. ELL 90 DEG. STREET ELL Pll'-II' iru .---s~m 00 PVC ll«[All] !SSOOI.Y ~v---.,'"7 NIPlli, l!ll;!H AS R£Wm 1/2" SCH 80 P\IC NIPPLE P\/C SCH 80 NIPPLE (LENGTH AS REQUIRED) 90 DEG. STREET ELL PVC SCH 40 TEE OR ELl PVC LATERAL LINE SEE SPECIFICATIONS FOR-TYPE AND AND DEPTH REQUIREMENTS L9 POP-UP SPRAY SPRINKLER -5 N.T.S. NOTE: TREE SHALL BE STAKED IN ACCORDANCE W/TREE STAKING DETAIL THIS SHEET P1 L- i 0 "' ;,: x~ w NO TREE N. T.S. PLANTING EARTH BERM TO BE REMOVED PRIOR TO GROUND COVER LAWN INSTALLATION BACKFILL MIX SEE SPECIFICATIONS ROOTBALL UNDISTURBED SOIL 90% COMPACTED NATIVE SOIL PREVA!LlNG VIND > / ,-1,----~ 10 Iii\ \/IRE V/ NEV INSTALL ST~ES H-~ GREEN MIER HIIS[ 6' !£LOW AROUND Tl<EE Wit«. OOY T'fP. NAIL m llllGE POlI 1'xl0' LONG LDJGE ___,,.A illl!T JALL POLES DRIVEN ONT□ UNDISTURBED SOIL y; VAITR JASIN 12-STAl[S PER ffiED ,flN GRADE fun=:rr""'-- PJ TREE STAKING 1-5 N.T.S. 0 ~ sa,ra ~ Pl'C DJ. EDGE ROOT ...U. PLAN VIEV ....... ·--····· . ................. ................. , ................. ···----·--··-' ........... ············ ················~ oto I I o 0 o O:Wo0 •:•::•:•:•:•:•:-:.:.:· . .. ........ , . PVC LATERAL (COVER AS NOTED IN LEGEND) PVC £11- 6w PERFORATED PVC DRAIN PIPE, JS• DEEP F'ILL WITH J/8" CRUSHED GRAVEL. INSTALL ON UPHILL SrOC OF TRUNK ON SLOPES INSIDE OF WA TERtNG BE'RM-1 PER TREE 1 TREE BUBBLER HEAD NOTES: 1. EACH TREE SHALL HAVE (1) TREE BUBBLE,~--"'-l'-1. IRRIGATION, SEE DETAIL THIS SHEET. 2. TREE SHALL BE STAKED IN ACCORDANCE W/TREE STAKING DETAIL THIS SHEET ..,:::'"-4 ROOT BARRIER (1YP.) PAVER EDGING UNDISTURBED SOIL±=====~g~i~~] ]~] f:¥] fc] ,~·-]¥] ]~TT] ];;JI._:__ 1 X RDDTIALL P2 TREE PLANTING IN TREE FINISH GRA\ 1 2X4 REDI/D HEADER AT TURF / J r FINISH l"RADE .,_ __ --"~-r,-.----i-,.( IN SHRUB AREA ...,.., ,--,---~~ 9' L-5 DEEP 3" MULCH LAYER FINISH GRADE SHALL BE 1 /2" BELOW PAVER INSTALLATION EXISTING CONCRETE CURB EXISTING ASPHALT PAVEMENT ROOTBALL BACKFILL MIX (SEE SPECS) 90% COMPACTED NATIVE SOIL WELL SECTION --NAIL REDWD HEADER TO 2X4 REDWD DR PRESSURE !REA TED STAKE AT 5' O' O.C. MAX. CHAMFER AT TOP-TAPER AT BOTTOM t~ PLAN VIE"w' r SPLICE 1c9nn, P4 WOOD HEADFR N.T.S. IIJTES• A. SPLICES ill BE l X 4 REDl'll□D, HIN. '8' IJVERLAP, SPLICE BLOCK 12' Li:t.G & NAILS TD BE GALV, C□l'll□N NAIL~-NAIL AS REIIJIRED FOR SOLID INST />LLA !JON. C. HEADER lllARIIS SHALL BE LAID TRUE ill LINE AND GRADE D. ON Tll<NS AND CLUNES, T\lll 1/4' X 4' LAMJNAm BOARIIS IN Pl.AC£ □F 1 X 4 Sll'il BE PR□l'IllO!. WATER DEVICE N.T.S. -5 TREE N.T.S. NOTES: ON FOR SLOPE PLANTING: SHAPE UPHILL SIDE OFF PLANT PIT FOR SMOOTH CONTINUOUS TRANSITION TO FINISH GRADE BACKFILL MIX SEE SPECIFICATIONS SLOPE ON SLOPES PLACE STAKES ON EITHER SIDE OF TRUNK AT SAME ELEVATION 3' WA,lIRlllli-_ IASJN nNISII GRAIi[ \ _,------i<IJIJT IIALL SET l' Al□VE flNISH GRADE _.--,-flANTING HI~ SIT SOILS REPrnT ---,__L_~~~~........ly :--'-ll-'-'i1'17clj~ · 1dlU1i ~~l~lE/]3 \.. > . \. • ~ I I I j I: <-----fNM SOIL II' FRIii llllTTIIH □f ~□T~L ,1 1!~,1~i~wi1 ~! I 2X RllDT BALL • , CINACTEJ NA TIV[ SOIL BASE P5 L-5 SHRUB PLANTING N.T.S. PLANTER OR POTS FOR BUBBLERS L4 SPRAY HEAD ON RISER N. T.S. 6" ROUND PLAS11C VALVE BOX NOTE: USE STANDARD BOX FOR 1-1/2" VALVE OR SMALLER. USE JUMBO BOX SIT BOX FLUSH WITH FOR 2" VALVES OR LARGER \ (RADE IN LAWN AREAS SET BOX 2" ABOVE FINISH \ GRADE +'•~c=•o=U=N=D~C=O~VE=•~,l.f=="====r"-AREAS _2,YP· '.l, z BALL VALVE PER LEGEND ~ SCHED. 40 PVC MALE ADAPTER io BOX EXTENSIONS AS NECESSARY~ _ _..__ BALL VALVE WITH UNIONS I PVC hilAIN LINE I J f--;;;,;:;;;;::;;;:::~~c='i~;;!:::;;;;:;;;;:;-;-d-z• CLEAR SPACE ~oo'l?§oc.9 \2.'i\: oo ob-"'™ 12" DEPTH OF 3/4" CRUSHED STONE 0 0 0 o'"'-o '-tB' o cP""o o ---t -o o o o o o 0~.r1'o 0 oo oooo o o~ 0 O L5 BALL VALVE -5 N.T.S. SLOPE PLAN VlEW -LID 0 _,,j HEAT BRAND "BV" ON VALVE BOX LID LETTER HEIGHT SHALL BE 2" SHOVEL CUT EXISTING GROUNDCOVER WHERE IT OCCURS : 11--1 ... -=11 I ~---=111_ ;. •• ,----SHRUB EARTH BERM TO BE SHAPE UPHILL SIDE OFF ~~ Ill I PLANT PIT TO FORM SMOOTH CONTINUOUS TRANSITION TO r TIGHTLY COMPACTED TO FORM WATER BASIN FlNISH GRADE P6 -5 p -5 CKFILL PER CIFlCATIONS 1 i' 1 111 =1 I . -90% COMPACTED lT , 11 111 1. != UNAMENDED NATIVE -k--J...L_+>-"--'>....:,.,:.;,""'""-'J,.2Qj-111 111-SOIL I i I I 1 X R□DTIIALL SHRUB PLANTING N.T.S. 6' DEEP TILL[] PLANTING BED. REFER TD SPECIFICATIONS \ FOR AMENDMENTS \ I -. I I ON ~ 1~il, _:;_ SECTION ~ NOTE: ROOTED PLANTS SHALL BE PLANTED TRIANGULARLY AND SPACED AS SPECIFIED ON THE PLANT LEGEND -i I I 111 -I 11 -111=- SLOPE ,, GROUNDCOVER PLANTING N. T.S. DWG~E.3 lOOF 22 PLAN HCILU COAPOF;An□N • lRVll'l,IE, CALIRJRNIA FEORDER BY NUMBER 07::iAA l'ITTITIO~ [l)G[ ~f P~IN1 ON rn1s [I~[ • Date: 10-16-00 BID SET#1 Job No~ 10-16--00 City of Co.rlsloo.d -Recreation PARK DEVELOPMENT {760) 434-2826 Fax (760) 720-6917 1200 Carlsbad Village Drive Carlsbad, CA 92008 Cole Library Exterior Upgrade McGraw/Baldwin Architects Architecture Planning Interiors IRRIGATION & PLANTING DETAILS L-5 701 B Street #200 San Diego CA 92101 619 231-0751 C 2000 ~ .Araitaab ' . - J J DRAWING NUMBER PLAN HOLD CORPORATION • IAV!NE, CALIFORNIA REORDER BY NUMBER 075AR LIMIT OF WORK ADD ALTERNATE 1 1-------, I I I I I I I I ' I ' I ~-------,r'@J-.-= -~---, I I I 1 I I I t I L------J L~ --------- I ~····--· I ,.,. I i I i ULIIIUll•Ul-•I ··-0 B 16 32 ' -- / !......_ j ~I , \ i l i I I 'f j / I 64 '. J!i \ ' . ' '• . -',, ; • \ • : , 1 i I j ' l ; ' ' DRAWING NUMBER Pl.AN HOLD CORPORATION • IRVINE, CALIFORNIA REOFIJER BY NL.MEIER D7SAR j , ; • j ! ' I I I I I ~1- -~--"""9 II -~" "'"'r"'""c II -~ -""9"...,,, II -~--"""9 II -~--~ II -~ -""9"...,,, II ~-"'9"...,,, ! TIP i ,-J ! I ! / ;" .,· _, .· .. DRAWING NUMBER COLE l:.IBRARY 1250 CARLSBAD VILLA.GE DRIVE I DRAWING NUMBER I A 0.1 t ~~LIIL SITE DEll"'-ll"'" DRAWING NUMBER n----- 1 DW(i3884---S \ 11 OF 22 Pl.AN HOLD CORPORATION • IRVlNE. CALIFORNIA Pl.AN HOLl:l CO!ilPOR'I.TIIJN • lRV!NE, CALIFORNIA PLAN HOLD C□FPORAl1□N • IRVINI:. CAURJRNIA PLAN HCN.D CORPORATION JRVINi:, CALIFORNIA FEOACIER BY Nl.9,IBER 075Al'I FtcOFOER BY NUMBER 07SAR REORDER BY NUMBEFI 075Al'l PDSrnCN £DG[ Of !'lll!fi "~ n;a:; u1;::: ------------------------------------------------------------- 11 >----. _, I 1 I I I I J ; , . . 1 TYP ...... . . . r- t \ \ L-,, . \, ' . \_ \ ·.O ,· -' .-.,,. i ' ... --....... // --~ I I I I ' L----- ---- . .-/ ·.: 0 0 0 ALIGN I I I I i ' I / I I </ I I I .. , . \ ' . -:..~ \ i--=-- ••••• ,., .. r,·: .... ,,, .. , • •, •· ................. •· , .. , •· ....... , , ............. • .. " ... , ..... "" ,, ........ ,,. ",., •" , ..... · ...... · · ..... · · · .. ·• ·"" • · · · • · ••• · • . \ / .. i 0 ,\ 51..0PE ~ 1•20 ===----- \ ,· . ,··· ~ r~ 0< 51..P-RESISTANT 51..WACE -TYPICAL OF AIL RAM'S HANJRAI..S t>NJ lANlNG6 i'OT llECURED 51..0PE > 1•20 51..CPE > I •20 \ TYP 5 FT. t£N; l-""l)N; 6 FT. LONG LAN:ll'IG 5 FT. LONG \ LAN:ll'IG ___ 15_~~ i<ISE BOTTOM 2 ' 5 FT. RISE ----L---- INTERt.EDIAlc FIGLRE I 003-28 OF I 99 7 LBC 1-!ANDRAILS AND LANDINGS REQUIRED SCAlB N.T.S. ToP 0014RAW • 1 • ' . \ \ • □ □ • □ • ; i -- / / / ', ' ' , • --- FIIHJROER BY I\IUMBl,ll 075AR Pll&<TION [Dllt OF P11Nr CH nus UNE • ---·· / \ \ Date: 04-2 I -00 Job No.: ooo 1 4 SCI-EMA TIC DESIGN/ DESIGN OEVEI..OPMENT PACKAGE 05-12-00 CD ~TICN 5l=T 06 -2 2 -00 IOOS CCNSTWCTION OOCI.NENT SET 07-07-00 OOQ.I\BjT COOliOINATION SET ~ 07 -2 I -00 BID SET • I 09-16-00 DEMOLITION KEYNOTES: 0 I . (E) ROOF l.lilE 2 . (E) BlJILDIII(; l.lilE 3 • REMOVE I..JGI..IT FQ£ <SEE 51-EET E2 • 0 FOR ADDITIONAL li'FO<MATIQ'l) 4. REMOVE WALK f; BASE MAIB<IAL 5 . REMOVE Ba.I.ARD 6 . REMOVE ElENCi-1 7 • UGI-IT FQ£ TO REMAIN 8. M<EA a= PARKING LOT TO BE EULT LP TO Cl.l<B. 9 • REMOVE DRNal'-G FOLNTAJN AND STLB OUT WAT&INE FOR NEW D.F. <PER 51.ffT c-2) IO. REMOVE EXISTING CONQ:2ETE WALK I I • REMOVE (E) UGI-IT FIXTIJ<E5 I 2 • REMOVE (E) LO.JVERS ABOVE DOOR I 3 • REMOVE (E) SiJII SCREEN ( I 2 PAI\RS TOTALl I 4 • REMOVE (E) SiJII SCREEN <IO PAI\RS TOT ALl, SiJII SCREEN FOOTNGS AND Tl.EE STEB.. I 5 • REMOVE CEl TERRA WALL TILE I 6 • SAWOJT AJ\O REMOVE COI\CRETE <Rff8< TO 51.ffT C. 2 FOR LOCATION OF SAW cun 17. CUT END OF 4"x8" T.S. BEAMS, GRN) S/I.-IOOTI-l l; WELD I\EW END CAP W/FINISH TO MATO-l T. S. I 8 • REMOVE (E) fB\ONG AND GA TES AROLND COOL.NG TOv-.1:R I 9 • REMOVE (E) fB\ONG AND GATES AROlN) TRASH 6'°..05!..R: 20. (E) TRANSFORM:R TO REMAIN 2 I • RESTRIPE FOR TEMPORARY el • C • PARKING STALLS 2 2 • A<QVll)E TEMPORARY el. C. REA..ECTORIZED SIGN ~ QTY STANDARD) 2 3 • TEMPORARY l-lANDICAWED ACCE5S PATH OF TRAva 2 4 • TEMPORARY A.. 'i'WOOD RAM'S AO<OSS DRIVEWAY, S..CPE SIDES 2 5 • TEMPORARY A.. 'i'WOOD I-IC RAMP W/ 2 x4 W/ GUARDRAILS -I I I 2 S..CPE MAX. REf'B< TO DETAI... 2/AO. I 2 6 • SB.F SLPPORTED FREE ST ANDING TEMPORARY 2x4 WOO) BARRIER, 20' LONG x 4" TALL 2 7 . REMOVE EXISTING HANCRAILS 28. REMOVE EXISTING TR~ (3l-CADD ALT. uil 2 9 • REMOVE COI\CRETE PEDESTAL 30. REMOVE <El a..RB 3 I • SAWCUT aJT CO'lCRETE SWALE 3 2 • REMOVE AC AND TREE ROOTS 3 3 • REMOVE WOOD BOX 01/6? BACKR.OW PREVENTER' 34. SAWCUT CONG. FOR TREE A-llNTERS AND TREE GRATES <SEE 51.ffT C-2 FOR MORE i11FO<MA TIONl 35 . REMOVE COI\CRETE. RAUNGS. --===;Z··~ ~· IB£PHClNES -LEAVE STU3 curs FOR NEW Pl-OE .. --- ,,' ;;;..:...---:-- GENERAL NOTES: I. PATCl-l AJ\O REPAIR ALL DAMAGED srucco ON EXlERICl< WALLS. 2 • CONTRACT()< S1-W.L REf'B< TO TI-E IRRIGATION AND LANDSCAPE PLANS TO ClETml,IUIE f\ECESSARY PORTICNS a= REMOVAL a= EXISTING IRRIGATION SYSTEM IN ORDER TO ACCOMOOA TE ALL SITE iMPROvaENTS AND NEW PORTION3 a= IRRIGATION SYSTEM . LEGEND --IDCA TES DEMCX.JTION ITEMS (E) IDCA TES EXISTING ~ UIOICATES M<EA a= DEMClJTlON -36. REMOVE I.AN)5CAf'E TIMBER Fa.ES 3 7 • TEM='ORARIL Y REMOVE TRASl4 COIT AINERS AND STORE Q\l SITE TO BE RELOCATED BY CONTRACT()< AT END a= JOB 38 • REMOVE "ARTS a=ACE" SIGN FROM (E) POST SLWORTS, STORE f; SAVE FOR RENST ALLATION 39. REMOVE BO.l.DB<, STORE ON .SITE FOR i<6 ISE 40. REMOVE CONG. AND BASE MAlERIAL - <ADO ALT. "ll 4 I • REMOVE WOOD RAMP At-o ST Al<S - <ADO ALT. " I l 4 2 • REMOVE CONG. AND BASE. SEE 51.ffT C. 2 FOR SAWCUT LOCATION -CADD ALT • u I l 43. REMOVE A.C. AND BASE - <ADO ALT • 11 I l 44 • REMOVE RAlROAD TIES AND STOCKPILE FCl< USE IN l.ANDSCAPI\G - <ADO ALT • u I l 45. REMOVE B.EC. PANEL. COIie. B.EC. BOX. WIRII\G AND CONDUIT TO EDGE a= SIDEWALK ALONG CAR.S6AD VIUAGE DR. CAP INSll)E N=W CONG. B.EC . BOX -<ADO ALT • u I l Cole Library Exterior Upgrade McGraw/Baldwin Architects Architecture Planning Interiors PARTIAL SITE DEMOLITION PLAN A0.1 701 B street•200 San Diego CA 92101 619 231--0751 0 2000 ~ AnHmlll l DRAWING NUMBER PLAN HOLD CORPORArl□N • IR\IINE, CALIFORNIA / ' ,' , / / ,• Al:OROEA BY NUt.161::A 075AR , / j i ! ' l I: f . '! ' . , .· , t ' ' ' ' ' '· ' / ~ ' ··<) .• ,• ! .• ' ' • \ / DRAWING NUMBER DRAWING NUMBER CO~E LIBRARY PL.AN HOLD COFl>ORATION • IAVINE, CA.LJFORNIA 1250 CARLSBAD V,11 .. LA-Ge-ORlVE PLAN HOLD CORPORATION • IRVINE, CAURJANIA ist::ORDEA B',' NUMilEA D75AA FIEOFIDER BY Nl.loll'IER 07~ P-OSITION tDG' or PSINT ON IHI, IINf --.... __ • .. ·., 'r------i:----_-_-_-_-_-_-_-_-_-_-_-_-_-_--t+_-_-_ .... _-_-_-_-_-_--:_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-':_-:.c..-.,.-_-_-_-'_::,~""'---:-.c..---'_-'-_-,-..:._::._-..,-,....:...,._ I I I Ly-i _____________________________________________________ L_-fJ I I I I I I I I I I I I I I I I I I I I I I I I rf--J-----------------------------------------------------r--r, I I I I L-, I I I I I I I ==a:;---' I ==9 I ==9 I = ="' I --d I ' ==:d I ___ J ---1 I ==7 I ==7 I ==9 I REMOVE EXISlNG STEM WALL -----... SAWCUT AT l=XJSTING CONTROL JOM-----.. r-- 1 ==9 I r--------...r--------------------------- ==d I I .---➔--==f'._ ______________ 1--~ ........ ,,_ ... ·- i ' / I I I I I ...__ ________ _ SAWCUT l=XJSTING SJa=AO:S AND Tla3\ICI-I FOR INSTALLATION OF SlJ3=Vll,G LNDER EXISTING Dl<IVEWAY, PATCH AND RB"AI< TO MATCH EXISTNG Sll<FAO:S • .•· . / ! PARTIAL SITE PLAN •--rv 1.1.1,.•1..•111!.1.J~-,-------~, o 5 10 20 40 FT , 6 1.2 / ••· , I '- ·, ., .. CJ :_ ___ /~-,@1-A-:.2--4 • I I I I I I I I .I l • \ ', □ • \ ·. -. ------, ___ _ ' ··.\. 0 • ! , ', ' ' ·. • • • • DRAWING NUMBER A 1.1 ·• SITE PLAN ~--.:, -.. :,...; a=, / • R..AN HOLD CO!=P□AATION • IAlflNE, GAUFORNlA / . .. ·-- !'IE{]RDB, BY NUMBER fflaAR • P()511IO~ EDGl 0' PR1N1 ()I,, lHIS LIN! ', ' ' ·-,~ ... _ •, .. : (} :~· ' ' '· / . . ~ / / -.. , .• '-----Ci..l<B AN) l<ESTRPE _,. " , .. , ••• ,· DRAWING NUMBER PL.AN HOLD CORPORATION • IRVINE, CALIFORNIA \ .• -. ·, c:50 82 FEOFIJER EY NlJM61;1, 075AR i'llSJIJON E:x;.i. Of PHIXi ON :HIS l,NE • \ \ \ 0 0 0 /~ , ,',{:/ 0 I \ ,• i i DWGJ~ 12 OF 22 PLAN HOLD CORPORATION • IRVINE, CAI.JFOR\IIA I . ' REORDER 6Y M.IMBER 075AR F'iL\ITTON illbI Of i'i!Cs il'I 1iITT -,Tffi • ./ I \ c.. L Date: 04-21 -00 Job No.: 00014 SCHEMA TIC DESIGN/ CESIGN DEVELCiPME3\IT PACKAGE CO ~TIQ; SET 1001 CCINSTlcUCTION DOa.M3IIT SET DOCl.MENT COOIIOINATION SET i31D SET u I NOTE: 05-12-00 06-22-00 07-07-00 07-21-00 09-18-00 t SEE SHEET C-2 FOR SITE WORK INFORMATION 2 SEE SHEET Tt1 FOR DISABLED ACCESS REGULATIONS Cole Library Exterior Upgrade McGraw/Baldwin Architects Architecture Planning Interiors SITE PLAN A 1.1 701 B Street1200 San Diego CA 92101 619 23~751 o rooo ~ ....._. "' ' DRAWING NUMBER PLAN HOLD COl=PORATION • lRVINE, CAUFOFNIA REORDER BY NUMBER 075AR I 3"0 . . BCliAk'D LIGHT 1-C STALL SGN. 70 SOlJARE I\CH r,W",. PRECAST CQORED CONCRETE 1lOU.ARD STIB. RB~ ?\{j:·::: : '.·. :;'. :: ·. ,_ FN&ED S!RFACE : :, i'i;-"':•-FB? w.RDSCAPE .,..._......,.... hr-----.il-.-+'.--··:::Ji·::-,, :-1::--1---'---IA.AN ::··:·--~ .... -· -- lrm=TTf-r=;--'--+:-c: · 0 i . :cc·:.·"1,. --1m=·::,· 1TTi=1 "' ' b . 20 b EO. r-o· 111 CAST IN PLACE CONCRETE 130U.ARD FOI.NJATION ca.our FOi< 130U.ARD LIGHT ~C PRECAST CONCRETE BOLLARD 5CAL8 1· • 1·-0· 13"0 . . · ... . ·.•.: . .-,).'-··:.'.. l301.l02 BO.LAl<IJ LIGHT PRECAST CQORED CONCRETE l30UARD STIB. RB\FORCBvENT FNs-ED SLRFACE FB? HARDSCAPE A.AN . =1117~=mr-.il-·-f'•',,-: .> f ~ ·~··.,:..,.·_· -'l====rn "' b . .il . :·:/. ' . · · a;, :rt::; · . "1, :, •• :. ::-.; ·: :.: '.<i. .;i ~. . , ... ---g~-1~ ..... EO. EO. r-o· PRECAST CONCRETE BOLLARD CQ,[)LJJT FOR l30U..ARO L!GI-IT SCAL8 1· • 1·-0· llOUOI 2" rt....------DRY·PACK TOP OF HOI.E5 -,.---•ri:i;;;.~ R.USH W/ TOP PRE-CAST CCNC. • •---; EPOXY WJ.Hl.. STOP TO l'M=B-STOP-"' SECTION REBAR • 1---CEM8'JT ~ STOP TO "' FNlSl-l SURFACE CF PARKING AREA A.G. PAYN:, A/\[) BASE PEIi Pl.ANS 4" PANTBJ STRIPING --j b = P .l>J<TIAL Pl.AN W~EEL STOP DETAIL 5CAL8 I 112· • 1·-0-'M-i.5WO I ...,----BLUE TRAFRC PAINT SYMBOL OF ACCESSIBILITY SCAl.8 I 1/2" • 1•-0· 3·-0· AT PARKING 2 COATS TYP. b ' "'5G03 BEAM TO DRAWING NUMBER PLAN H□lD CORPDRll.llON • IRVINE, CALIFORNIA 1-EDRDER BY NUWBER D75AFI P(l:;JTJONiOG[Off~l~TON!t.lU~I • 1/8" ~CK ALLM. ANGI..E X4" WIDE WI •8 S.S. SCREW TO LOU\IEl2 AN) ~LTI .145" 5'-lAN< DIA. X-CR S.S. NAL5 •12" O.C. OCBO •2388) =--3/16 4"X4"X3/8" Tl.EE STIB. COIJ.M'i -~-i ...__a.MK OFF ALLM. PANEL 1 3 COOLING TOWER ENCLOSURE -LOUVER SCAl.8 3· • 1·-0· .,.----131..AN( OFF ALLM. PANEL 4"X4"X3/8" Tl.EE STIB. it:'.--::----l.UJ\IEl2 TTPE •c• COIJ.M'i ---I ,,,----I /8" TJ.<iCK ALUM. 0-IANNEL W/ HlTI . 145" SHANK DIA. X·CR S.S. NAILS •12" O.C. acso •2388> flli'+----4"X4"Xl/4" 71.BE STIB. BEAM Uils'\-----JffY SEAL ISO.ATOR - LAP 13UILDN; PAPEII 6" "1-----4· 20 GA. snn TI<ACK W/ 2 -•8 SCREW FB? snn ' ~}_ 11:_. ~--HU.TI . I 45· 51-¼t.< DIA. ~-X-DNI NAILS •12" 0.C. if. OCBO • 2388) l";-'lf-----4· 20 GA. h/ETAL ~,'. STUDS •I 6" O.C. llf-t----•30 Ell.DING PAPEII NO"ll"• Wa.DING OF EEAM ~ TO COIJ.M'i PER DETAL~ 14 COOLING TOWER ENCLOSURE-LOUVER BEAM TO CCI.. BEAM TO CCI.. . d .., •. ·• ' .. 5CAL8 3· • 1 ·-0· QGTV>l<Q2 3/16 3/16 11!--t----4" 20 GA. to.£lAL l,· I'; STUDS •16" O.C. ltl!-t----•30 BUWING PAPB/ 1(;[t-----f+.•+· ----7 /8" CEMENT A.ASTER (. I . Is, I I: I I I ,. ~l----4• 20 GA. snn TI<ACK W/ 2 -•8 SCREW PB1 STUD 4"X4 "X I / 4" lU3E STEEL EEAM ------4-X4"X3/8' Tl.BE STIB. COIJ.M'i ~ I I I .. I "" I . " .. I I • I ~-CONCRETE R.OOR SLAB COOLING TOWER ENCLOSURE -BASE 5CAL8 3· • 1 ·-0· " I --' I -\ /~ .... -· A1.2 / \ I I"" I - I """ ~ \ ' -2 U\ V / ,-y-@ 1' I --' I I \ _/ .... -• -.. ....... .. .. .. I\, . ~ .. ... .. • • .. I ' • A-A I •. ' . -. "' . "' ' . - b ' "' .., b ' ;,, QGTWR03 - -~ -4"X4"X3/8" 11.l3E S1lB. COWl,I\J =-R /WP AT GATE I ·" FlNISI--I GRADE . ' •3 TIES AT o.c. 8' o; 4-11-4 F 3/ I 6 V -.... •• d .. • .ll -.. --... "' I •• . IA. 5'X5-X31a· l 6 D • l • BASE PLATE SECTION A-A COOLING TOWER ENCLOSURE SECTION 5CAL8 3/4" • 1·-0· Q.G1V>l<04 DRAWING NUMBER COLE BRARY 1250 -,.. , E b b ' • "' REIJ'FIDER BY NUM~ 075.t.R IV.,IIIL•~ ,l)l;l m P,INI 0~ TH i um - Ii 11 Ii 11 Ii II Ii 11 0 2· 3/4" SECTION A ALIGN 1/2" DIA. HOLE FOR PAD LOCK SECTION B SECTION C 1111 i------~ I" SQUARE HOLLOW STIB. Tl.BE. l',£LJ) TO FRAME Wlll-1 I /8" FILLET WB.D. BOTI-1 SDES • Ril l.ENGTI-1 i--------1/2" 0 CAtE BOLT ,------I" 0 =LOW GALV. STEEL Tl.EE EM8ED IN COi'C. 6" LCN3 MN . PROVIDE 2 PB1 lEAF -0-E N OPEN POSITION MO ANOlJ.ER N QOSED POSTION 1 o SLIDE BOLT DETAIL A 1.2- - - - -- -· ' - - - - - - - - ~ DRAWING NUMBER PLAN HOW GOAP□RAn□N • IRV1NE, CALIFORNIA RfOFI~ If( N_.,,61:R D7SAR I ,- -· I I I I I "' ' b "' , r-. ..,.., I I 13• o· - 6'· I 0" I I I +-, '• l-' - ,· r-. . ..,.., I 5•.5· I -. I 2'-4~ 16 A1.2 6' -2· ■ 5'-8" • <i '° ':I 0 -· ---- • 1., r 1s TTP. \A1.2 - b - ' "' ., '\ \ -I :.. ' "' \ ,,- \ . / -- b -' "' ' -~ / I I -- N01B SEE DET.AJL 2/A I . 2 FOR NOTES @COOLING TOWER ELEVATION 6 COOLING TOWER ENCLOSURE b ' b N SCAL8 3• • 1·-0· Slll)ffi..T SCAl.8 I /4" • 1 •-0• I 6" CMJ WAIL • All. CB.lS GRO.JTED 50.JD 7 .... :"'• . .: .·: :.· ...... ... . : . ~ ..... <f:i - ....,_..:..:........: - N -::-;;---:=:;--;--•,... • -. . . =-·-· ... · -:--.. _.·. -• • • •• • •••.w ~ 4 ~- . . . .. . C2l 3" X 3" X 1/4" GALV. STEEL MJGLE, 4" L(N;_ WELD TO STER TI.EE AT 6" ABOVlc DOOR BOTTOM />ND AT 6" IE.OW DOOR TOP. ANCHOR TO CMJ WITH 314" 1l1A. ANCHOR llOLT WITI-1 6" MN. EMHM3\fT. PR0'1DE 3/8' DR'( -PACK NON-SH<(NI( GRO.JT 8E1WEEN CMJ c ANGLE. 4" X 4" X 114" GALV. STEEL 1UE WJMII 5ET 01..RNG CONC. FOOTNG POJ.jl 3/16" 3 PAl<S 1-EAV'r \ GATE Hl'GES I /4" 2" X 2" X I /4" STEEL -,/<;(--ANGLE DOOR FRME l\1'L. .~ .. '2..-Li.~-'"']_'"},_\ WITH MnE<E!l CORN:RS---'( ~ 1'1'.lTE• GALVMiZBJ STEEL TO 8E USED FOR EXTEl<i01 l>l'PLICA TKlN - P1?MD />ND PAMHl PER SFECS. 16 GA. G.I. STEa RIB DECK DOOR P/lJ'B. • WELD TO Sll33.. ANGLE FRAM=-~ b "' . .., ' ~INGE DETAIL A TTRA~ ENCLOSURE SCAL8 6" • 1·-0· / r, / "l r;;; ~ ! 0 ~ ~ I N EO. , EO . ·I/ / 7/8" A.ASTER v; ;; 11/ v,;'. / ', -✓ '/ ~ ·11/ r,:'.; 11/ 0 I~ '/ ~ > . '/ z / "' -:;: ' / ~ 6" N n. / <I'. J // / / / ,; •4 BAR .. 1/. /. "' :.. ~ F1!'-HSH GRADE • .• 0: • • . . ' iw11 ,wn ,4 • • • .· . . ., · ..•• Al . ·,. b •· . . ' . . . ·.. . . . . ''-=I 11== -'-'lj • 1 ·-6" LAP TTP. " N01B FOR LOU VER A TT ACl-11.ENT DETAi. SEE 4 A1. 8" CMJ WALL SOU D GROIJTB) C. M W/ •5 • 16" 0. l>N) •5 • 321 0. C . 11-1) PAM INSIDE FACE OF CM1..J B..OCK T 0 MATCH STI.ICCO oowas TO MAT M~ CONCRETE CU<B -= PER Pl.AN) -:a5 • 16" o.c. EACH WA, OM TOP l>N) BOTT : .... • • • . -.. ·• ·4 ..... '~ . •.,._ ' • -J.a.: 4d ,. -J.a.: 4d TRAS~ ENCLOSURE WALL SECTION 5CAL8 3/4" • 1 ·-0· TRSHV,\.Q I b "' b 7 /8" A.ASTER -,I .,,,_I I tr -.1----.!+ ' LAP TIP. 3 112· N01B FOR LOUVER ATTAO-MNT DETAi. @ k'EffR TO ------,-4--, ,. Fa, NOTES. REFB2 TO ~ DETAi. Qiy I 6" 16" /AtiMnn-4-•5 M A,,-';f---• 3 TIES ,,,., .a· o.c. QR. TIP. I 6. SOUAl<E CMJ SOLID GROUTED OOUo.'N •5 • 16" O.C. EACH WA, • TOP l>NJ BO:~ .... -~ ..... ... 1 TRAS~ ENCLOSURE COLUMN SECTION b "' .. ' SC,>J.B 3/4" • 1 ·-0- b r, d 7 /8" PLASTER --iv , I .,,,-=I 3 1/2" -,,'--'J,1-j-- NOIB FOR LOUVEl> ATTA= DETAI. SEE @, ~ S1lB. ANGIE y /1-"-I 6" CMJ WALL SOLID GROIJTB) 6" W/ •5 • 16" O.C. MEACH SIDE A/\[) •5 • 32• 0.C. 11-1) EACH SIDE PANT NSC1lE FACE OF CM1..J B..OCK DOV.a5 TO MATCH M REN'O<CIIG ,--=TE QJa3 "' (Wl.B,E ClCCU<S PER R.ANl :a5 • 16" O.C. EAQ-l WAY TOP l>JoO BOTTOM .·=$-. : .. . ,., 1"""~-,..-..-,.. ~-....... -...-.-=-----ci ... •· .4·:"!"·:· ·4·· ..... ~:::::::::!:s=·¥:F·-~...,_;;'__..;...•""-i~ 1'·6" ~ LAP TIP . TRAS~ ENCLOSURE WALL SECTION 5CAL8 3/4" • 1 ·-0· 11'SMl.0? ~ DRAWING NUMBER PLAN HOLD CORPORATION • IRI/INE, CALJFORNIA "' ' b "' EQ. 12 A1.2 2•-e• 6'-8" M.0. 4 A1.2 :. ' ,,.: ·=~· • • • • < • -~ ·->· ,:·-·•:. 10 A1.2 EO. E.J. 8 A1.2 0 1 •-4• ~-8" M.O. 2'-8" 20·-o· 112' CORRLGATED MTL. DECKING W/ 2" x 2" x I /4" ANGLE FRAME, GALV. AFTER FABRICATION MO PAINT· PAINT• ICI • 58 6 MANSARD STCJN= LOCKAB..E LATCHING DEVICE WaJ)El) TO FRAME AlJGN TOP OF GATE WI TOP OF WALL > !'":/ ••• l-< ••••• .... :. . . 3" x 2" x I /4" t,J\GI...E 'vVB.DB) TO FRA/\E AT INTmOR SIDE OF GATE '--112" CME 130..T THRU GUIDE MO 3/4" GAI..V. SLEcVE SET IN CONG. 0 TRASH ENCLOSURE ELEVATION 2 TRAS~ ENCLOSURE PLAN ~ ELEV A TION 3/16 b ' "" "' ' 5CAL8 I /4" • 1 ·-0· I i 1/8" 11-0( ALUM. ANGIE X2" WIDE WI •8 S.S. SCREW TO LOUvER AND >-I.TI . I 45" SHAN< C<A. X·CR S.S. NAILS •12" O.C. OCBO •2388) T .0. ANGI..E 0 a -+7'-6': l~~---------aMK OFF I~ ALUM. PAl'El. "' ,----. 145" SHANK DIA. X·CR S.S. NAILS• 12" O.C. GCBO • 2 388> ~-METAL Fl.ASHING ~ T.O. WALL 0 ,.,;i. a• •6·-o·. TRAS~ ENCLOSURE-LOUVER 5CAL8 3· • 1 ·-0· TRSHW..04 DW<'ii1'884,~ 13 OF 22 PLAN HOLD CORPORATtON • IRVINE, CALIFORNIA REOFIJS'I BY NUMBER 075AR Date: 04-21-00 Job No.: ooo 1 4 SCHEMA TIC DESCGN/ DESIGN DEVB.OPMENT PACKAGE CO PROGRESS/COORDCNATION SET I OOi ca,JSTia.JCTION OOClll.1ENT SET OOClll.1ENT COClROCNA TION SET BID SET • I 05-12-00 06-22-00 07·07-00 07-2 I -00 09-18-00 Cole Library Exterior Upgrade McGraw/Baldwin Architects Architecture Planning Interiors ENLARGED SITE PLAN A1.2 701 B Streeti'200 San OiegO CA 92101 619 231-0751 o .iooo ~ M1Maa111 ---- DRAWING NUMBER PLAN HOLD CORP□RAllON • IRVINE, CALIFORNIA FEORDER BY NUMBER D75AR DRAWING NUMBER PLAN HOLD CORflORATION • IRVINE, CALIFORNIA FEOROER BY NUM~ 075.IIR ~lliQtl WliL 01 ~Wl~l Uh THIO LIHl • DRAWING NUMBER COLE LIBRARY 1250 CAlil.SBAD VILLAGE Dlil:IVE PlAN HOLD CORPOAAl10N • IRVINE. CAUFORNIA ~ROER BY NUllll3ER 075AR --- DRAWING NUMBER PLAN HOLD CORflORATION • IA\/INE, CALIFORNIA ® I l'!EOROER BY MJM0EA 075AA AT ALL DEMO LOCATICl'6 ---- ® I DRAWING NUMBER PLAN HOLD CORPORAll□N • IAVINI;, CALIFORNIA Fl;QRCJl,A HY NUMIER 075.:.R / ~--PAT~ MO llEPAR SlCCO \ I I -~-~-~~~~F===========:::,nr========7T1 ---~~~-~~~=~-D-7--I --------"1' n 1 ~ I ' ~=;-;:::1 =il11 Vu I I ' i===;=nc==i,>---"' :==== V I □ ©-----------,, ---------------- ' II,, ' ®-------------/;l---------------- I, ®--------------lll ---------------- \ I ---11========11 --------- -=--1 ---- ---- I u -------- -------- I I I i' I I I I I ---.-+---- 1 I I I I I I ---""ffl'----- ---- ---- I' I -------- 1 ---=---- 1 I I I I I I I -11 ____ - I I I I I I I 25'-0" ~ -+~~h--1~+1 71==i'.~' ~~-~--{ @_ ---® lA !--+ I '-----1-' I ~_,_ I I --ttr,F=;-;==, . I\___ LJ i===t, i' ":-<=J-! I \ I I -"""' I I I --;__)~;="-'-' ~-~i=, 1111 ----~ ~:~----- ! I, 11 ..... _=_=_=_=_=_=_=-__ .) i\ -------- ---® ------0 -------r="I\.J-l'ilLc":i==~~-~=-=-=_=_=_=-==~;.;' -_I ___ ----H----------------I ------------------ I I - f l I l;ri I ;I I 1-< ' "" , A Ill ' ®---~'~l=~l'J~-~-~~~--i==i-~u~· -~-~--::~-t:.--~=====d! =-L,/11"-~--/_ "--J -I ~~~~.:;:l,~"""'ll""'~~~~~r·~-~, ~~L -----------@ 11 I I i I I l 11 11 " 11 I I 11 11 11 i I 11 11 11 11 11 Ii 11 11 I I I 111 11 11 11 11 11 Ii ii 11 Ii J'1 11 r>------EXISTII-G 8"><4"><114" REE 5lEB. l 11L-.JL._.,J;.._,,,;b_.JL..,..JL._.J;,.--k-..Jk-..J .. _.JIL.-.. H--.cJI lrAM. 4'-0" o.c.-13 TOTAL II II I, II II II II ii II II II II ' "'-<A00\0 I u L; LI u u li u u LI LI Li J' I ~ i ......__ ___ 6-x2-x114• 11..IE 5lEB. ErAM m,-wm,,,my~Tl,rT ,-7 ' • 2 \ I 12 TOTAL ~~ I i I I I i I 11 I I I I I I ~.,__!aJ.dfd,."1 ~ lJ..LLl U J L _ i , ~-1J ___ _,,/ \ i ~----ffi- 11 (13 TTP.l ~-N'W PIPE HAIO<Al...---<- MO Gl..ll>RORAL wa r,cn TO ~ . --, © Fl~~~ ffiG ;,.=~~~1,;;;a•=.=1·.,;-0-;..;;;;..;;.;,..,=-----======-===============----================-===--==---=========-=======-------~ ~"'f DW<i'c~ 140F 22 PLAN HOLD CORPORATION • IA\11NE, CAURJRNIA REOFIDER BY NUMBER D75A.A ---- Date: 04-2 1 -oo Job No.: 000 I 4 SO-EMA TIC DESIGN/ DESIGN DEVB..OPMENT PACKAGE CD F'ROGRESS/COORD TICN SET I OOS CONSTRUCTION DOCl.i.ENT SET DOCl.i.ENT COORDNt>. TION SET 131) SET • I 05-12-00 06-22-00 07-07-00 07-21 -00 09-18-00 Cole Library Exterior Upgrade McGraw/Baldwin Architects Architecture Planning Interiors FIRST FLOOR PLAN A2.1 701 B Streat1 200 San Diego CA 92101 619 231-0751 0 :.ii!OOO Mclliil~ MM11m1 rr - DRAWING NUMBER DRAWING NUMBER PlAN HOLD C□RPORATlON • ll=MNE. -CAUFeAl'<llA Pl.AN HOLD COAPDRArlON • IAVINE, CALIFORNIA REORDER BY NUMBEfl □75AR Rl:O~ av NUMBER 075AR ---- B @) B2 ' ' ' ' ' I J I i I I J l J I 1 1 1 ' ' -I , • I •• -. • .. , [·.· -•.· ' -• ••. .• . •. • i I ' • '• I • J •·•• -• • "· '• -·-.. •. . .. .. _-. . , : ··_. 'I ,_. -·•. ·· ... . . ! . . .• ... --·-·. . . ----'. ·. , . ·,: . ' . . •. . . 1 1 I I .. .. -. ~---REMOVE EXISTING---' HANDRAlS WEST ELEVATION 6CAL8 1/8" • 1·-0· ----r•• •• 0 8 32 FT 5 1 1 I I I I l 1 ' .•. <-... '. I , ' 1 I I I I I u 1 ' ' I I , I I I i < l. SOUTH ELEVATION 6CAL8 1/8" • I '-0" ----r•• • • 0 8 Cf 32 FT ,,---REMOVE EXISTING--, IB>RA 5iA'EEN WALL AND 51133. 0-lANI\EL (10 PAN3..5l REMOVE EXISTNG FENCE TB.RA TILE ,.--.., 12 II I (E) I I I I ' ' C ' ' ' DRAWING NUMBER PLAN HOLD CORPORATION • IFMNE, CALIFORNIA RECJl:IDER BY NUM8ER 07SAR -REMOVE EXISTING I LC:UVS,5 ---- DRAWING NUMBER A 4.0 -DEMOLITION EVELA TIO PLAN HOLD C□RflOPATl□N • IRVINE. CALIFORNIA REOIOEfl BY NUMBER U76AR E ~~,.!-x4· ~I BEAM TO REMAU\I TIP. OF 13 / 111 1 lll!illlllil! 11'-. W ~ ~·· ~,,,;~,~..;-'·.;,:'-·"""-~·-1,.' · -' "--.;J•..;..;~:·r· -•--11---·-~.--· .. •_.-.. ... ·~,...· ......... ,,.' ·""-eJ-, ·..;· ~-' . ••. I ·, I , 11 I I I I I I I I I I I I I I CD I -- u u I I I I I I J I ' . .. ·-. . .. -· ....... ' ' ' ' I D5 --PATCH E RE Al< 5ll.CCO -, TO MATCH L ~,-} I ...... FACE OF Fl~. TTPiCAL AT EACH T .S. ]LOCATION ,,--EXISllNG 8-X4"lU3E STEE.. --.._ 1/ BEAM TO Btj i<lcMOI/ED ""-\ TIP • OF I I ""- --El<l5TING 8'X4" lU3E 51133. BEAM TO BE i<lcMQI/ED C2 ~REMOVE EXISrk, LOJVSIS I I 1 '- 3' 3 I I J I I I I l I I I .. · .. : i . · : · ' I ·•:••.·· ... : > .. ··.··•·1 -· .. - I l NORTH -GARDEN AREA 6CAL8 1/8" • l'-0" i-.-------0 8 ,_RBV()VE EXISTING SIGN ' I I I l 1 / I I\ I I 32 FT C ' I . ·. . . I ... . .. ,, . . . . . ;< .. u.,.,. ·:1p. ··.u · • .. · u· :·.·• . : .. • · u;: ·.•u·, .. _· .. :·.•.u·.· , .. , U ·· . ,..-,.-,: -. ·-· 1 ' ' ' . .-. -· r _________________________ _ EAST SCREEN WALL SCAI.B I /8" .. I '-0" ----ta• --0 8 EXISTN,'.; 8'X4" lU3E 5TEB. EEAM TO BE 1 REMOVED\ tr, I .. '' ':I UCH I; REPAIR 5ll.CCO C .1::_\_ ... ' . ' TO MATCH EXISTING Tl~ ·-··: .. ::E CF FINISH • TIPICAL --17 · . · EACH T . 5 . LOCATION II II l~---i I I II I I II 1¢MOVE EXl5NG I I FOOTINGS ~: : IL NORTH ELEV A TION SCAlB 1/8" • 1•-0- • • • • ta••-0 8 32 FT 2 ' I II IL 32 FT - 3 ' . · . · • . II . . . .. . 1-· ·. ·s • '. • ·-, :· I I I ·. .. . . . ;,. . ·· .. ·.•. : -.~-' .. ;, .. -· . . . . ·-. ' ·--· . ·: .. . ·.· . , .. .' · .. .; . . . : •.. . . ' . . ', . -·-. -~ ... -. 'I EAST ELEVATION SCAlB 1 /8' • 1 ·-0• ---.. r•• • • 0 8 II II I I I I I I l 1 ' . . . . . ·.•_ .. ·:· .. • ~.· .. , .. · .. . ·, - 32 FT 5 ' ' ' 11 1[~1 . . . . 'i :, .. F'iF"7ilF"71F""'7 / REMOVE EXISTING HMIJRAl..5 A I . . . EAST 6CAL8 1/8" • I "•O" ----ia• --0 8 I I 32 FT ' " ' i<lcMOVE EXISTl"'- FENCE E2 11llnfi!H, ll111 I \ 11 IIIIIIIIUIII IIIIIIIW 1111111111111 I \ IIII IIIUIIIIII IIII IIIIU 11111111111 DRAWING NUMBER PLAN HOLD CORPORATION • IAVINE, CALIFORNIA REORDER BY NUMSEA 07511.R WEST SCREEN WALL SCAlB 118" • 1•-0• 11111 -------0 8 I 32 FT E E2 I \111111111 WIIIIIII IIIIUIIIII IIII II I IIIIIIIIIIUIIIIIIIIIIWllllllllllll-----" i I I I I ._ ,. -.... . . I . WEST ELEVATION B2 '- I -' . '·.--.... , .. EAST ELEVATION l I ! I I l l I I 17 I ! ! ' ---- I -- A l l J I DW6G804~~ 15 OF 22 --··-------~ PLAN HOLD CORPORATION • IFMNE, CAUFORNIA REDFOER BY NUMBER 075AR Date: 04-2 I -00 Job No.: ooo 1 4 50-EMATIC D€SIGN/ OESIGN DEVELOPMENT PACKAGE a::, PROGRE5S/COORDI TION SET 1001 CO>JSTIII..CTION DCO..t,ENT 5ET O()Qj\,£Nf COORDNATKJN 5ET Bl) 5ET • I 05-12-00 06-22-00 07-07-00 07-21-00 09-18-00 Cole Library Exterior Upgrade McGraw/Baldwin Architects Architecture Planning Interiors DEMOLITION ELEVATION A4.0 701 B Street#200 San Diego CA 92101 619 231-0751 --- - DRAWING NUMBER DRAWING NUMBER ----DRAWING NUMBER DRAWING NUMBER A 4.1 -EXTERIOR ELEVATION PLAN HOL□ C:□FP□WITl□N • IAVINE. CALIFORNIA PLAN HOLD COWOAATION • IAV1NE. CALIFORNIA -VE Pl.AN HOLD CORPO~TlON • IRI/INE, CALIFORNIA RBJRDEA BY NUMBS, 075AR REDROER BY NUMBER 075AR REORDER BY NUo'l!EA D75AR FIEORCER BY NU11411EA 075AR ---- ® ' I .. • , 2' ' 1<7.1/ -1 3 1 ' / 13 \."8. 1 ' -. . -·_ , · .. ,-. ·. _. _ -_---,~ 11 11 11 11 _ / \ \ P31--'------'-/ _ ___,/ '\ \ I\ P3 J / / '---16 }---✓/ §J---1 -§-I WEST ELEV A TION SCAlE 1/8" • 1•-0• i-i------~ 0 8 13 "8. 1 32 FT 71 ® I 1 _-· \, :· :.\_. : ,_:•.·. ·· .. ;;. •. ·:.-,: ':;-:. ,· .•. · .,.:. --.a.•·· .. , .. ·· ... _,,,. ·.·. -· ..... .-. :·,. -~-----. ..:.~ .. :. CD I P3 I .. ,., .. , , -------. -----.. ------. I .. ·. '"F""'"~':""'-.. □ 1----H i /'.: •:,;-:.::::: :'._ ~:: :"): i :: '::: /; J1\1sjJ'.~( ,;::.: '..:'. , ... • • • :.•. ··. ~ p.~~-~-~=:;_~//b .. ·:-:'.---.. _d·:--·"";.-~-~:_-~:d_=:-:b: ~:-,: :·-.;d!:,:-: :-_~~-·.·-."' ... ~--.--.".di·_;, ,·•:. ·--: ~--. ·-, ·.---~--::··· .. =:·1: :.: . ·:.~;.~~~-:·'),:,-~~~-. . ' . -. _,. P3 :-.:_.,'. · :_,_ ·:_ -~-:'_/_: -~,--_:_ ~-_=: .:-.; .-, ';j ·: :_:_ :·, · ::.f:.~~7.1~ ~~ ==,;;; . SOUTH ELEVATION ™ 1,e· -1·-0· I'll -------0 8 er 32 FT 1 er "8.1/ I ' A8.1 / - EAST ELEVATION SCALE> 1/8" • 1·-0- 1"1 --• ----0 8 32 FT ~ P3 3 1 ~ cp 1 E] ' -...-------,,le----1 NORTH -GARDEN AREA SCALE-1/8" • 1·-0- ~ -------0 8 . ' :--:°!-..•··· 1111 71 cp I 32 FT , 13 \ ~ DRAWING NUMBER Pl.AN HOLD CORPORATION • lRVINE. CALIFORNIA RIIDR[JEA BY NUMBER 075AR ---- ,--------~ I I I I I I I I I I I I I I I I I I '---------✓ El WEST ELEVATION / I I ,1 1 13 "8. 1 17 "8. 1 NORTH ELEVATION EAST ATRIUM -NORTH ELEVATION EAST ELEVATION 6CAI 8 1/8" • 1·-0· I'll -------0 8 32 FT SCALE> 1/8" • l'-0" SCALE> 1/8" • 1'-0" 1111"!1..,. •• i.-~---~----------,---~: ,._._.._.L_ 0 8 32FT O B 32 FT EAST ELEVATION 7 er cp 1 '17\ "8.1/ I I □ SOUTH ELEVATION OW&~ 16 OF 22 PLAN HOLD CORPORATION • lRV1NE. CAUR}RNIA REURDEA BY 1\11.NBEFI 075AR ---- Date: 04-21-00 Job No.: 000 I 4 SCI-EMATIC DESIGN/ DESIGN DEVELOPMENT PACKAGE CD ~ ~ SET I 001 CO!l5T1,!.JCTI( DOCI..MENT 5ET DOCl.M"NT C<X:lllOINATION 5ET 81D 5ET • I 05-12-00 06-22-00 07-07-00 07-21-00 09-I 8-00 ELEVATION KEYNOTES: 0 I. M=TAL FASOA 2 • Al..l.MN.M Cl.RTAJN WAil. 3 • LCtNERS ~ 4 • PROVIDE NEW SIGNAGE PER DETAIi.-' ~ 5 • PROVIDE NEW ~ . 6 • Q£AN, PAT0-1 AN) PAJNT PLANTB< WAl.l.S 7. PAT0-1 AND PAINT STUCCO PAINT LEGEND: ll.NIJ-EDWARDS PAINT E) D-E COCI-IISE SP 2560 §j D-E Ya.12 BU.FF SP 2730 §] D·E 80'-E 0-llNA SP 514 El D·E STO<MY WEA 11-ER DE 919 Cole Library Exterior Upgrade McGraw/Baldwin Architects Architecture Planning Interiors EXTERIOR ELEVATION A4.1 701 B Street1200 San Diego CA 92101 619 231--0751 02000~~ • I ORAWING NUMBER DRAWING NUMBER PLAN HOLD CORPORATION • lRI/INE, CALIFORNIA Pl.AN HOLD CORPORATION • IRVINE, CALIFORNIA ~ER BY NUMBER 075AR REORDER B'r' NUMBER 075AR l'OSr:IOll Q;l;[ Of !'1(lj;"j J~ T\'13 Lmt • DRAWING NUMBER COLE ~IBRARY 1250 CARLSBAD VILLAGE DRl~E PLAN HOLD CORPORATION • IRVINE, CALIFORNIA F!BJROER BY NUMBER □75AR DRAWING NUMBER A 7.1-WALL SECTION PLAN HOLD COR~ATI□N ■ IAVINE, CALIAJRNIA FEORJER 8Y NUMBER 07511,R "' ' b DRAWING NUMBER PlAN HOl.D t:::OOPORATION • IRVINE, CALIFORNIA ~l:ORDER BY N'""1BER 075AA 5 5'-3" ~----,--, r , I 4'-6" 9" i c--"-L"---1------------+---+-------------I I I I I I I I I I I ~ __ l,._. s.l~iaal =========p===;--• +==-------j I (,4\ J-- ~ NOlE• INST ALL AN) TIGI-ITEN BOTTOM BOLT FIRST TO TRANSFER vERllCAL LO.oDS TO BOTTOM o:Ji'NECTION I I I i I i l (11\ J---- ~ 12 AB.1 I I I I I I I I " ' I I I I I I I I I I I / I I I I J / -----1:.._ ___ ___J _ __J_ ____ __t _ _J_ ____ __I. _ __L ____ _,__----j -+ ~ ~;;.;~;.;;w:;;;L;;;...;;~;.;;,~;;.;~;..:;;.;ION.;;. 1 _"-_0-;;.... _________________________________ @ ---r•• • 0 1 I 6 FT DWG'804r8 17 OF 22 PLAN HOLD CORPORATION ■ IRVINE. CALIFORNIA REORDER BY NUMBEl'I 075AR Date: 04-2 1 -co Job No.: 000 I 4 SOEMATIC DESIGN/ DESIGN DEVB..OPMNr PACKAGE CD ~TION SET I 0011 =na.JCTION CiOCl.llENT SET DClCl.t,IEM" COORDNA TION SET BID SET n I 05-12-00 06-22-00 07-07-00 07-21-00 09-18-00 Cole Library Exterior Upgrade McGraw/Baldwin Architects Architecture Planning Interiors WALL SECTION A7.1 701 B Street*200 San Diego CA 92101 619 231-0751 0 2CXX) ~ Aruhahl ' " I ------ DRAWING NUMBER PLAN HOLD C.:ORPORATION • IRVINE, CALIFORNIA b . "' • REORDER BY NUMBER 0751'.R PCSll.:U, !DG< or PRINl QN lhlS Ulli • 18 7 1/2" 1/4" SLOPE 4'-6" AT LPPER i<OOF 5'-6" AT LOWS< ROOF t-EWA.A5HING C I ~-+------~AI.U\IN.M FAS(;{ WffH ... ~~-~~~)= =.t>J'ICCOA FRAMNG PBI DRAWINGS"=~~= 1·r-J1==~~====-~VBc~IA' =rm\i OF ~c:TAS r.£OUREO MET AL FASCIA AT READING PA TIO -B SCALB 1-112" • 1'-0' EXTERIOR Mll.FSA03 WELD PBI SHOP DRAWINGS t-EW lvETAL FASOA MET AL FASCIA REVEAL DETAIL SCAL8 3· • 1·-0· :s~BAD b b . -. IBRARY b ' . - / \_ \_ / I li'-._O=N1ER TEXT ON = OF DOOR PAI< BUILDING SIGNAGE SCAL8 1/4" • 1·-0· MTI.FSA04 RlGHT J.JSTFY TEXT-, COLE LIBRARY AU;N TEXT WITH REll1cAL PATCH TIIAVBcTNE STOE AT 0.0 LETTERNG ATTAa-.v.ENT I-OLES 131.DGSNOI 2·~0· ... " CARLSBAD Cln' LIBRAR1 STRAIGl-ff SITE SIGN sour~ ELEVATION 1250 v-- JUSTFY TEXT RIGHT .lJSTFY TEXT 2·-0· ,~ " :<> <C CARLSBAD Cln' LIBRARY! ,0 io CURVED SITE SIGN EAST ELEVATION NOra lWVIDE 25 i..ETT8<S l'<iTH LNT COST PBI l.ETT8<, n'P. OF BOTH Sill= SIGNS. SITE SIGNAGE SCA1E 114" • 1·-0· 1251 CURVED SITE SIGN PLAN 511E5NOI DRAWING NUMBER DRAWING NUMBER COL LIBRARY 1250 CARLSBAD VJLLAGF D.6:IVE DRAWING NUMBER DRAWING NUMBER D~1CS~ 180F 22 PLAN HOL.O CORPORATION • lRVINE. CALIFORNIA PLAN HOLD COFIP'CIRATION • lRVlNE, CALIFORNIA PLAN HOLD CORPORATON • IRVINE, CALIFORNIA PL.AN HOlD COR?ORATION • IRVINE, CALIFORNIA PLAN HOLD COR?ORAT!ON • IRVINE, CALIFORNIA ----- AEOFIJEA BY NUM~ 075AR ~--118" THCK AI..LM. MGIE - MATCH AL1.M. 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"' WALL BASE -SECTION DET Alt.: ---- Date: 04-21 -oo Job No.: ooo 1 4 SCI-EMA TIC DESIGN/ DESIGN DEVB.CPMENT PACKAGE CO PROGl<ESS/COORO TION SET 1001 CONSlTcUC1lON DOCU\.ellT SET OOCI..MENT CCOIOINATIOII SET 61D SET • I 05-12-00 06-22-00 07-07-00 07-21-00 09-18-00 Cole Library Exterior Upgrade McGraw/Baldwin Architects Architecture Planning Interiors EXTERIOR DETAILS 701 B Street *200 San A8.1 CA 92101 619 231-0751 . ' • DRAWING NUMBER DRAWJNG NUMBER DRAWING NUMBER COLE Uj3RARY PLAN HOLD COFf'ORATION • IAVINE, CALIFORNIA PLAN HOLD OORPORATION • IA\IINE, CAURJRNIA 1250C REORDEFI BY Nui.t:IER □75AR FlillRDB'I BY NUMIER 07!:iAFI FllillROS'IB'f NUMSS, D75AR f'U.IJIIU~ L~6L Uf PRlhl c,, THIS LINE -----f'QS111~ E;);l 0. ffilJ!I ON THI.I LINl · STRUCTURAL NOTES A GENERAL 1. NOTES AND DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER THESE STANDARD STRUCTURAL NOTES. TYPICAL DETAILS SHALL BE USED WHENEVER APPLICABLE. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK, AND THE ENGINEER/ARCHITECT SHALL BE IMMEDIATELY NOTIFIED. IN WRITING, OF ANY DISCREPANCIES. IN NO CASE SHALL DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THE DRAWINGS. 3. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF, AND RESOLVED WITH, THE ENGINEER/ARCHITECT BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 4. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 5. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA TO BE EXCAVATED, BEFORE BEGINNING EXCAVATION. 6. NO PIPES. DUCTS, SLEEVES, CHASES, ETC. SHALL BE PLACED IN SLABS, BEAMS, OR WALLS, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC. THE CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. 7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE 1997 UBC. 8. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE ENGINEER FREE AND HARMLESS FROM AUL CLAIMS, DEMANDS AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. 8. SPECIAL INSPECTIONS. 1. SPECIAL INSPECTIONS SHALL MEET THE REQUIREMENTS OF UBC SECTION 1701. 2. SPECIAL INSPECTORS SHALL: A) BE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER. B) OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH APPROVED DRAWINGS. C) FURNISH INSPECTION REPORTS TO THE ENGINEER/ARCHITECT. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF NOT CORRECTED, TO THE ENGINEER AND BUILDING DEPARTMENT. D) SUBMIT TO THE ENGINEER/ARCHITECT A FINAL REPORT, SIGNED BY A REGISTERED CIVIL ENGINEER. STATING THAT THE WORK WAS IN CONFORMANCE WITH THE APPROVED DRAWINGS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE UBC. 3. INSPECTION NOTES: A) CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY UBC SECTION 108. B) CONTINUOUS INSPECTION IS ALWAYS REQUIRED DURING THE PERFORMANCE OF THE WORK UNLESS SPECIFICALLY NOTED BELOW. C) SPECIAL INSPECTORS MUST BE CERTIFIED TO PERFORM THE TYPES OF INSPECTION SPECIFIED. D) IT IS THE RESPONSIBILITY OF THE OWNER TO INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY BEFORE PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT REQUIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL. NO. DESCRIPTION OF TYPE OF INSPECTION REQUIRED, TEST LOCATION, REMARKS, ETC. TEST STRENGTH - I. CONCRETE 1. VERIFY PLACEMENT AND LAPS OF REINFORCEMENT IN ALL CONCRETE WITH fc>2500 PSI (INSPECT PRIOR TO CLOSING FORMS AND BEFORE DELIVERY OF CONCRETE, CONTINUOUS INSPECTION NOT REQUIRED). 2. VERIFY PLACEMENT AND COMPRESSIVE STRENGTH OF CONCRETE IN MAT FOUNDATION. 3. VERIFY PLACEMENT AND COMPRESSIVE STRENGTH OF CONCRETE IN FLAG POLE COLUMN FOOTINGS. II. MASONRY 1. VERIFY COMPRESSIV[ STRENGTH OF MASONRY UNITS IN ACCORDANCE WITH UBC SECTION 2105.3.4 (SPECIAL INSPECTION IS REQUIRED). 2. VERIFY LAY-UP OF MASONRY UNITS AND PLACEMENT OF REINFORCEMENT PRIOR TO PLACEMENT OF GROUT. WHERE SPECIAL INSPECTION IS INDICATED CONTINUOUS INSPECTION IS NOT REQUIRED. 3. VERIFY PLACEMENT AND COMPRESSIVE STRENGTH OF GROUT IN CONCRETE MASONRY. 111. WELDING 1. VERIFY WELDING OF STRUCTURAL STEEL EXCEPT WELDING DONE IN AN APPROVED FABRICATOR'S SHOP. 2. VERIFY WELDING OF COLD-FORMED STEEL EXCEPT WELDING DONE IN AN APPROVED FABRICATOR·s SHOP. IV. EPOXY AND EXPANSION ANCHORS 1. VERIFY MANUFACTURER'S INSTALLATION REQUIREMENTS OF EPOXIED THREADED RODS. 2. VERIFY MANUFACTURER'S INSTALLATION REQUIREMENTS OF WEDGE AND SLEEVE ANCHORS. C. FOUNDATION 1. SOILS RECOMMENDATIONS BY 1997 UBC TABLE 18-l-A. 2. SOILS INFORMATION: ALLOWABLE BEARING PRESSURE: 1500 PSF fy=60 KSI fc=3 KSI fc=3 KSI fm=1500 PSI f'm=2000 PSI E70XX E70XX 3. THE FINISH EXCAVATION FOR FOUNDATIONS SHALL BE NEAT AND TRUE TO LINE. 4. FOUNDATION EXCAVATIONS SHALL BE KEPT FREE OF LOOSE MATERIAL AND ST ANDING WATER. D. REINFORCING STEEL 1. BAR REINFORCEMENT SHALL BE ASTM A615. GRADE 60. 2. MINIMUM LAP SPLICES OF REINFORCING BARS SHALL BE AS FOLLOWS: A) CONCRETE: CLASS B AS DEFINED IN ACI 318-89 UNLESS OTHERWISE NOTED ON PLANS. B) MASONRY: 48 BAR DIAMETERS OR 30" MINIMUM UNLESS OTHERWISE NOTED ON PLANS. 3. REINFORCING DETAILING, BENDING, ANO PLACING SHALL BE IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE", LATEST EDITION. 4. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING AMOUNTS OF COVER FOR CAST-IN-PLACE CONCRETE: A) CONCRETE DEPOSITED AGAINST EARTH: 3• B) CONCRETE SURFACE (FORMED) EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS: 2• #5 BAR AND SMALLIER: 1-1 /2" BEAMS, COLUMNS: PRIMARY REINFORCEMENT. TIES, STIRRUPS, SPIRALS: 1-1 /2" 5. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS. AND INSERTS SHALL BE WELL SECURED IN POSITION WITH WIRE POSITIONERS BEFORE PLACING CONCRETE OR GROUT. 6. DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE SAME GRADE, SIZE. AND SPACING AS VERTICAL WALL REINFORCING UNLIESS OTHERWISE NOTED ON PLANS. 7. FURNISH #3 SPACER TIES AT APPROXIMATELY 2'-6" ON-CENTER IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING IN PLACE. E. REINFORCED CONCRETE 1. CEMENT SHALL CONFORM TO ASTM C150., TYPE 11. 2. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. 3. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94. 4. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THESE NOTES. 5. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: FOOTINGS: 3000 PSI SLAB ON GRADE: 2500 PSI MAT FOUNDATION: 3000 PSI 6. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. ADMIXTURES SHALL COMPLY WITH ASTM C494 & C1017 AND BE OF A TYPE THAT INCREASES THE WORKABILITY OF THE CONCRETE, BUT SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT (CALCIUM CHLORIDE SHALL NOT BE USED). 7. NO CONDUIT PLACED IN A CONCRETE SLAB SHALL HAVE AN OUTSIDE DIAMETER GREATER THAN 1 /3 THE THICKNESS OF THE SLAB. NO CONDUIT SHALL BE EMBEDDED IN A SLAB THAT IS LESS THAN 3-1 /2" THICK. EXCEPT FOR LOCAL OFFSETS, MINIMUM CLEAR DISTANCE BETWEEN CONDUITS SHALL BE THREE DIAMETERS ON-CENTER. 8. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH A 3/4" CHAMFER. 9. REFER TO DRAWINGS OF OTHER DISCIPLINES FOR MOLDS, GROOVES, CLIPS, ORNAMENTS, OR GROUNDS REQUIRED TO BE CAST INTO CONCRETE. 10. ENGINEER SHALL REVIEW AND APPROVE MIX DESIGNS BEFORE INSTALLATION. F. STRUCTURAL STEEL 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE 1997 EDITION OF UBC CHAPTER 22, DIVISION 9 FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. 3. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy=46 KSI. 4. MACHINE BOLTS AND ANCHOR BOLTS SHALL BE GRADE A CONFORMING TO ASTM A307. 5. NUTS FOR MACHINE BOLTS SHAUL CONFORM TO ASTM A563, HEX GRADE A. 6. STAINLESS STEEL MEMBERS (THREADED RODS, BOLTS, NUTS AND WASHERS) SHALL BE MADE WITH 316 ALLOY AND SHAUL CONFORM TO ASTM A593 AND ASTM A594. 7. NON-SHRINK GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 7000 PSI PER ASTM Cl 09. NON-SHRINK GROUT SHALL BE INSTALLED IMMEDIATELY AFTER COLUMN IS PLUMBED. CONTRACTOR SHALL NOT LOAD COLUMN ANCHOR BOLTS BEFORE PLACEMENT OF NON-SHRINK GROUT WITHOUT TAKING MEASURES TO PREVENT BUCKLING OF ANCHOR BOLTS UNDER CONSTRUCTION LOAD. 8. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC PROCESS USING APPROVED ELECTRODES PER AWS SPECIFICATION E70XX (LOW HYDROGEN ELECTRODES). WELDING SHALL CONFORM TO THE LATEST EDITION OF AWS 01.1 AND SHALL BE PERFORMED BY CERTIFIED WELDERS QUALIFIED UNDER THE PROCEDURES CONTAINED THEREIN. 9. WELDS IDENTIFIED AS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HAVE SPECIAL INSPECTION WHEN THE WELDING IS DONE IN AN APPROVED FABRICATOR'S SHOP. HOWEVER, THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF COMPLIANCE IN ACCORDANCE WITH UBC SECTION 1701.7. 10. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO ANO REVIEWED BY THE ENGINEER BEFORE FABRICATION. G. COLD-FORMED STEEL FRAMING 1. DESIGN, MANUFACTURE, AND INSTALLATION OF LIGHT GAGE. COLD-FORMED STEEL JOISTS, PURLINS, AND STUDS SHALL CONFORM WITH THE LATEST EDITION OF THE LIGHT GAGE. COLD-FORMED STEEL DESIGN MANUAL, ISSUED BY THE AISC, AND THE 1997 UBC, CHAPTER 22, DIVISION VII FOR DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS. 2. STRUCTURAL LIGHT GAGE STUDS, TRACK, BRIDGING, AND ACCESSORIES SHALL BE AS MANUFACTURED BY ,.WESTERN STEEL FRAMING SYSTEMS" CONFORMING TO ICBO #2274 OR AN ENGINEER APPROVED EQUAL AND BE FABRICATED USING THE FOLLOWING MATERIALS: (PAINTED STEEL) A) 12 ANO 16 GAGE MEMBERS: ASTM A570, GRADE 50, Fy=50 KSI. B) 18 AND 20 GAGE MEMBERS: ASTM A570, GRADE 30, Fy=33 KSI. 3. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC PROCESS USING APPROVED ELECTRODES PER AWS SPECIFICATION E70XX (LOW HYDROGEN ELECTRODES). 4. ALL WELDING SHALL BE IN CONFORMANCE WITH AWS D1 .3 . .,STRUCTURAL WELDING CODE--SHEET STEEL". QUALIFICATION OF WELDERS SHALL BE IN ACCORDANCE WITH AWS D1.1, CHAPTER 5, PART C, "WELDER QUALIFICATION". 5. SEE LATEST EDITION OF THE AISC SPECIFICATIONS FOR THE .,DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" FOR ALLOWABLE WELD VALUES. 6. WELDS IDENTIFIED AS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HAVE SPECIAL INSPECTION WHEN THE WELDING IS DONE IN AN APPROVED FABRICATOR'S SHOP. HOWEVER, THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF COMPLIANCE IN ACCORDANCE WITH UBC SECTION 1701.7. 7. TEMPORARY BRACING SHALL BE PROVIDED AS REQUIRED UNTIL ERECTION IS COMPLETE AND SAFELY SECURED TO STRUCTURE. H. CONCRETE MASONRY 1. CONCRETE MASONRY WALILS SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF f'm = 1500 PSI. 2. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT OPEN END UNITS CONFORMING TO ASTM C 90, GRADE N-1. WITH MAXIMUM LINEAR SHRINKAGE OF 0.06% (1900 PSI MINIMUM). 3. MORTAR SHALL BE TYPE "S", CONFORMING TO TABLIE 21-A OF THE UBC (MIN. 1800 PSI AT 28 DAYS). 4. GROUT SHALL BE COMPOSED OF THE FOLLOWING RATIO BY VOLUME: 1-PART PORTLAND CEMENT, 3-PARTS SAND, 2-PARTS PEA GRAVEL, AND SUFFICIENT WATER FOR POURING WITHOUT SEGREGATION OF GROUT CONSTITUENTS (MIN. COMPRESSIVE STRENGTH OF 2000 PSI AT 28-DAYS). 5. ALL CELLS SHALL BE SOLID GROUTED. 6. AUL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. 7. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNIT. 8. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS. 9. PROVIDE INSPECTION AND CLEANOUT HOLIES AT BASE OF GROUT LIFT FOR VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF 5' -0" OF HEIGHT. 10. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. 11. ANCHOR BOLTS MUST BE SET WITH TEMPLATES AND HELD IN PLACE BETWEEN ANCHOR BOLT AND MASONRY. J. DESIGN CRITERIA 1. LATERAL LOADS: a) SEISMIC: Fp = ApCalpWp(1 +3~) Rp WHERE: Ap = 1.0 (SCREEN WALLS) b) WIND: Ap = 2.5 (TRASH & COOLING TOWER ENCLOSURES) Ca= 0.44 Ip = 1.0 Rp = 3.0 P=Ce Cqqslw WHERE: Ce= .62 (EXP. 'B') Cq = 1.3 q5 = 12.6 (BASIC WIND SPEED=70 MPH) lw = 1.0 I DRAWING NUMBER S 1 -S1RUCTURAL NOTES ANf TY~ICAL OEIAII 5 - PlAN HOLD CORPORA.T10N • IRI/INE, CALIFORNIA REORDER BY NUMBER 0751>.R ' I j NOTE, lei N D=0cibFOR "3 T!-IRU "B D =Bdc, FOR "5 T!-IRU "11 D = le>clb FOR "14 A.ND "lB ..1__ D '30° BEND I I --i :..._4dbOR 2 1/2" MIN. 180° BEND l D~-'\..x::::s,===~= ==/::::X.'\ '-~D Leib 4!;>0 BEND TYPICAL REINFORCING BENDS zCl w I: il'.l -I: ~w ~ .. _,,__. ___ v; , v 3/4., MIN. DIA.. ,, ·· _'.v A.NC!-IOR BOLTS v. v UN.O. .,1,,__ __ --44-'::J=,v] • I/ .J.t ~ CONC.-~~ BLK. WA.LL v , .--~ i d V 1 1/2" i, : l/ CLR /,. -/ ' . ci- 3/4" MIN. DIA._---._.,,,/ A.NC!-IOR BOLT r I ' ..._ 51_,, TYP. ANC!-IOR f30L T TYPICAL ANCHOR BOLT INTO MASONRY WALL MIN EMl3EDMENT BOLT DIA. !-IORIZ VERT 'D' A.NC!-IOR A.NC!-IOR BOLTS BOLTS 1/2" 5" 7" 5/8., 5" 7" 3/4" 5" 7" 7/B" 0,, B" I" 7" 5" 1 1/B" B" 1011 , 0 +-~ ill 0 I:() Qt-w z il'.l '.I I: t- w ~ UJ • ....I r STD !-IEX NUT ,. ,.1 l/2cl \ 1 , 4D I, n TYPICAL ANCt-lOR BOLT INTO CONC / 5 "I 1''=1'-0" , 51 _,, DRAWING NUMBER PlAN HOLD CORPORAllON • IAVINE:, CALIFORNIA AEIJRIJER BY NUMBER 075AR BAR SIZE RJO IIDN 1.DGic ~F PillNT Oh !HIS LINI - --clb D----......1 -l-+--·· ' I 13:;, o f3END D 1 l/2 11 2" 2 112" 4 1/2" :;, l/4" 0" TYPICAL STIRRUP AND BENDS lJ!:;:'.EY-INSIDE REINF OUTSIDE---,, v/ REINF / , v OPEN END BLOCK v 1, SOLID GROUT , 1 ,,--CUT FACE OF---~, ,, r)!bri/'11/ BLOCK FOR FULL~ I-IEIGHT OF WALL ,., v • '• I, / \._VERT REINF • 4'2> DIA.. ' 2'-0., MIN. ' /2' VERT REINF ' 2-#5 MIN AT B" CMU VERT REINF 2-#5 MIN A. T B" WA.LL PLAN AT CORNER NOTE, PLAN AT INTERSECTION L OUTSIDE REINF. TO EXTEND AROUND COFsNER, INSIDE REINF TO EXTEND AS FAR AS POSSIBLE AND BEND INTO COFsNER CELL 2. WHERE SINGLE LA.YER OF REINF. OCCURS, BEND REINF. A.5 5!-IOWN FOR OUTSIDE REINF TYPICAL REINFORCING: AT INTERSECTION OF MASONRY WALLS NO SCALE / 4..., 19 OF 22 Pl.AN HOLD CORPORATION • IAVINE. CALIFOFI\IIA REORDER BY NIJo1BEFI 075AR P05,IJl(III [O(;( !;If flll~l Oh JHIS UNI - Date: 04-21-00 Job No~ ooo 1 4 SCHEMATIC DESIGN/ DESIGN DEVB.OPIVENT PACKAGE CD PROGRESS/COORDINATION SET D0Cl.1'-11Nf C~-rpol. Sc, J5-l., sis:r.-.1. 05-I 2 -00 06-22-00 07-2(-00 (Y'f-1&-oo Cole Library Exterior Upgrade McGraw/Baldwin Architects Architecture Planning Interiors STRUCTURAL NOTES AND lYPICAL DETAILS 701 B Street*200 San • . CA 92101 619 231-0751 0 2CXJO ~ ~ _.,;,--· ---- DRAWING NUMBER PLAN HOLD CDRPORATIDN • IRVlNE, CALIFORNII\ 0 REIJFIJERBY NLMIE'I D75A;a Pml110N mt:[ Cf FR!WT Oft TlliS UM - LUMINAIRE; 2'X4', RECESSED. LUMINAIRE; 2'X2', RECESSED. LUMINAIRE; l'X4', RECESSED. LUMINAIRE; POINT SOURCE, RECESSED ROUND. CJ LUMINAIRE; 2'X4', SURFACE MOUNTED. □ LUMINAIRE; 2'X2', SURFACE MOUNTED. ~I -~1 LUMINAIRE; l'X4', SURFACE MOUNTED. 0 □ 9 WMINAIRE; POINT SOURC,E, SURFACE MOUNTED ROUND. LUMINAIRE; POINT SOURC,E, SURFACE MOUNTED SQUARE. LUMINAIRE; POINT SOURC,E, Y'IALL MOUNTED AT HEIGHT NOTED. c;i =:;ii LUMINAIRE; LINEAR SOURCE, Y'IALL MOUNTED AT HEIGHT I I NOTED, LENGTH TO SC.ALE. 0 LUMINAIRE; PENDANT, CHAIN OR STEM HUNG AT HEIGHT NOTED. ~,.-~.I LUMINAIRE; EXTENDED SOURCE, PENDANT, CHAIN OR STEM HUNG AT HEIGHT NOTED, LENGTH TO SC.ALE. A CJ la WMINAIRE; STRIP TYPE, LENGTH TO SC.ALE. SUBSC.RIPTS ADJACENT TO LUMINAIRE ARE USED FOR ADDITIONAL IDENTIFICATION SUCH AS, 1,2,;;l ETC.. -CIRCUIT OR AIMING SC.HEDULE NUMBER. a,b,c. ETC.. -SWITCH IDENTIFICATION. A,B,C,I, ETC. -LUMINAIRE REFERENCE -SEE LUMINAIRE SC.HEDULE. o-Q LUMINAIRE; POLE MOUNTED WITH ARM, SQUARE. o-0 LUMINAIRE; POLE MOUNTED WITH ARM, ROUND. @J LUMINAIRE; POST TOP MOUNT, SQUARE. @ :a: '1:l' LUMINAIRE; POST TOP MOUNT, ROUND. LUMINAIRE; BOLLARD TYPE. WMINAIRE; ABOVE GROUND MOUNTED. LUMINAIRE; IN-GROUND MOUNTED. EXIT SIGN; MOUNTING, # OF FACES AND ARROV'IS AS SHOV'IN. LUMINAIRE; EMER0ENCY BATTERY PACK [El PULL BOX OR • LUMINAIRE; PROVIDING EMER0ENCY IU.UMINATION I· OR ·I (FILLED IN AS INDICATED) OR I@] y ,.. T00GLE SWITCH, SPST AT +46" U.O.N. • SUBSC.RIPT INDICATES, A LOV'IER CASE a)D,c. ETC.. = FIXTURE OR LAMPS CONTROLLED AND NUMBER OF SWITCHES IN COMMON BOX. B = THREE V'IA Y 4 = FOUR V'IA Y K = KEY OPERA TED LY = LOW VOLTAGE DIMMING CONTROL SWITCH AT +46" U.O.N. MOTION DETECTOR, Y'IALL MOUNTED AT +46" U.O.N. PHOTOCELL DUPLEX REC.EPT AGLE OUTLET, FLUSH Y'IALL MOUNTED AT +lb' ABOVE FINISHED FLOOR U.O.N. 2 DUPLEX RECEPTACLE OUTLETS (4 PLEX) IN 4" SQ. BOX, FWSH Y'IALL MOUNTED AT +lb" ABOVE FINISHED FLOOR U.O.N. DUPLEX REC.EPT AGLE OUTLET, FWSH MOUNTED IN FL.DOR. 2 DUPLEX RECEPTACLE OUTLETS (4 PLEX) IN 4" SQ. BOX, FWSH Y'IALL MOUNTED AT +lb" ABOVE FINISHED FLOOR U.O.N. DAT A OUTLET, FLUSH V'IALL MOUN.TED AT +lb" ABOVE FINISHED FLOOR U.O.N. DATA OUTLET, FLUSH FLOOR MOUNTED. TELEPHONE TERMINAL OUTLET, FWSH Y'IALL MOUNTED AT +lb" ABOVE FINISHED FLOOR U.O.N. ~ TELEPHONE TERMINAL OUTLET, FLUSH FLOOR MOUNTED. COMBINATION TELEPHONE/DATA OUTLET, FLUSH WALL MOUNTED AT +lb" ABOVE FINISHED FLOOR U.O.N. COMBINATION TELEPHONE/DATA OUTLET FLUSH FLOOR MOUNTED. FIRE ALARM PULL STATION, AT +4b" ABOVE FINISHED FLOOR, U.O.N. FIRE ALARM AUDIONISUAL DEVICE, AT +bO" ABOVE FINISHED FLOOR OR o" BELOW FINISHED CEILING TO BOTTOM OF LENS, WHICHEVER 15 LOWER, U.O.N. FIRE ALARM VISUAL DEVICE, AT +e,Q" ABOVE FINISHED FLOOR OR o' BELOW FINISHED CEILING TO BOTTOM OF LENS, WHICHEVER 15 LOWER, U.O.N. DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER P...AN HOLD COAPORATIDN • IRVINE, CALIFORNIA R€DROEl'l llY ~llER 07~..R DRAWING NUMBER COLE LIBRARY 1250 ¢ARI SSAP VJLLAGE DRIVE PLAN HOLD ~D~DAAllON • IR\l'INE, CALIF□FNIA REORDER BY NUM8ER D7511,R E 1.0 -'YMBOLS, ~REVIATIONS, ~O tl:JilWNAIRfitSCHeOtJa:1• PLAN HDlD CORPORATION • IR\/INE, CALIRJRNIA l'vSCi1DN ulliE OF PRINi m, n!Sl.11;[ • ---- -·- SYMBOL LIST SMOKE DETECTOR HEAT DETECTOR DUCT DETEC. TOR REMOTE CONTROL RELAY MODULE. CONDUIT AND WIRE RUN UNDERFLOOR OR UNDERGROUND. CONDUIT AND WIRE RUN EXPOSED. CONDUIT AND WIRE RUN CONCEALED. __..__._, FLEXIBLE CONDUIT. "A" 2 -:z Ill «< HOMERUN TO PANELBOARD "A", "2" INDICATES CIRCUIT NUMBER. HOMERUN TO MOTOR CONTROL CENTER SWITCHBOARD OR DISTRIBUTION PANELBOARD. CONDUIT AND WIRE REQUIREMENTS SHAL.l. BE AS INDIC.A TED ON SINGLE LINE DIAGRAM OR MOTOR CONTROL CENTER sc.HEDULE. SLASH MARKS INDICATE NUMBER OF #12 AWG WIRES, NO SLASH MARKS INDICATES 2 #12 Ai"IG WIRES, U.O.N. CHEVRON MARKS INDICATES NUMBER OF #10 Ai"IG WIRES, U.O.N. --,1 CONDUIT STUB-OUT WITH CAP ,@' MOTOR CONNECTION, NUMBER INDICATES HORSEPOWER. ,(Y MOTOR CONNEC. TION. ~T FRACTIONAL HORSEPOWER MANUAL MOTOR STARTER. RV COMBINATION CIRCUIT CONTROLLER/MAGNETIC. -@ STARTER, 'I" INDICATES NEMA STARTER SIZE, "RV" "I" INDICATES REDUCED VOLTAGE STARTER. Q) JUNCTION BOX WITH COVER bl CIRCUIT BREAKER, MOLDED CASE, TRIP SIZE AND NUMBER OF POLES AS INDICATED. FUSE, TYPE AND STYLE AS INDICATED. ENCLOSED CIRCUIT BREAKER. DISC.ONNEC.T (SAFETY) SWITCH, "F" INDICATES FUSED, "BLANK" INDIC-ATES NON-FUSED. .2£2ni DISC.ONNECT (SAFETY) SWITCH, NON-FUSED, SIZE AND .,, 'T' NUMBER OF POLES AS INDICATED. (8) IDIPJ Nv\ vvv METER SOC.KET OR CABINET. KILOV'IATT-HOUR METER WITH 15 MINUTE DEMAND ATTACHMENT. DIGITAL INSTRUMENT PACKAGE. TRANSFORMER, SIZE, VOLTAGE, PHASE AS INDICATED. GROUND MAGNETIC. MOTOR STARTER, "I" INDICATES NEMA -i ~" STARTER SIZE. CLOCK OUTLET (WITH INDICATING CLOCK), AT +b4" ABOVE FINISHED FLOOR. AFF AFG BFG B.5. CB C, C..O. cu C.LF DEF DP D5 EF EXIST FA FAC.P FATC. FIN G GFI GFP GND HP KAIC. KVA KW LTG LY MTD MTG N PNL R05 SHT SB TYP lJG lJON VA ABBREVIATIONS ABOVE FINISHED FLOOR ABONVE FINISHED GRADE BELOW FINISHED GRADE BARE STRANDED CIRCUIT BREAKER CONDUIT CONDUIT ONLY COPPER CURRENT LIMITING FUSE DUAL ELEMENT/TIME DELAY FUSE DISTRIBUTION PANEL DISTRIBUTION SWITCHBOARD EXHAUST FAN EXISTING FIRE ALARM FIRE ALARM CONTROL PANEL FIRE ALARM TERMINAL CABINET FINISH GROUND BUS OR WIRE GROUND FAULT INTERRUPTER GROUND FAULT PROTECTION GROUND HORSEPOV'IER THOUSAND AMPS INTERRUPTING CAPACITY KILO-VOL TAMP KILOV'IATT LIGHTING LOW VOLTAGE MOUNTED MOUNTING NEUTRAL PANEL RIGID GALVANIZED STEEL SHEET SWITCHBOARD TYPICAL UNDERGROUND UNLESS OTHERWISE NOTED VOLTAMP V'IEA THERPROOF REO'FIOER B'r NUMBER 075AR !'O:ilTlllN E!ll;E Jf P~!Nl ON lJII> ll'll • REORDER av NUMBER D75AR ~lll~N ,vol Uf PRl~I ON IHIS LINl - LUMINAIRE SCHEDULE MTG TYPE t-----1 MH LUMINAIRE DESCRIPTION , ..,..... __,..,N,-, IAN POLE SCALE AREA LIGHT A Iv',__...., AU. WALL SOUTW AND NORTI-1 B WALL C GO 1-., , LIVMC. IUI MEDIUM SANO BIAST FlNISH-36" TAU. D GD STALL SIGN-13" DIAMCTtR. ROUND. DOME TOP, MEDIUM OH i----i SANOOlAST FINISH-42" TAU. n.uvu GD F GO G i--- H <,t.iUNb REC SIGN LIGHTING -EXTERIOR DAMP LOCATION-TILT ANO SWIIIEL OPTICS MANUFACTURER & CATALOG NUMBER ;IORB-POST 9.08 I/SRA--ORP-12 COi.OR P£R ARCHITECT j()RW-1,A)( 7.11 SAW-MAX 7.11 -#CB13R36-CUTOff DOME- 100HPS/120-M58-INT- FINISH COi.OR IS CUmil~OWN- ~"1S l»J._ ,IICB13R42-CUTOff DOME- 100HPS/12o-MSB-INT- HANDICAP STAU. SIGN, FINISH COi.OR IS QY.~l~fc~O~-;,...I IA! ~·-CFL1/32Pl120GRBOCFl./GR "" El220GR--HS220BL #RR 90725-62 LAMP I! ITPE WATTS CT/CRI CODE 1f.HPS 100W HI'S 100W 2«L ,·aw 1~• MED 1/FL 32W 3.200-K/82 1llNC 150W PAR 385P _1fFL 26 WllTT 3200-K/82 BALLAST It "PE PF BF CIRCUIT 1/MAG HPF 1/CL .95Pf .881lf 1/MAG HPF 1,..,., HPF 1/EL .95PF .88131' RAP 1/El .95 PF .68 Bf RAP INPUT WATTS VOLTS VA 116W 120V 129VA 116W 120V 129VA 35W 120V 37VA 61W 120V 701/A 61W 120V 701/A 32W 120V 341/A 150W 120V 1501/A 31W 120V 3JIIA REC DEPTH REF NOTES f--t--""11iil'T"•••c7'fl:v,,A,lffiN~N,7u'mf,.._7tAMAiil't;-------il~-------i--,-1f-.,!N"'C,----i---_--ii-.,-,11"'W,--.j-----t VANDAL RESISTANT BATTERY WG626-5X-120 10W,12VDC -120V POW€RED EMERGENCV LIGHT, WEI LOCATION --11VA K i----t~ ADJUSTA!ILE LAMPS. t--t---j-aJiNNtlf~ r,AN~t~u:,::-:--------1~ SURF LOW \OLTAGE Will-I '903 INTEGRAL TRANSFORMER L M REC N 11'1 ~L. .. , V GO p Ir, 'IIPJV"'4,IL. .... V flOOO - GO HIGH PRESSURE SODIUM PAR 38 WFL P1 TREE AREA LIGHT Q lRANFORMEH FOR Q GO Q1 t----i R IN Whn fa 360" HORIZONTAL OPllCN.. ADJUSllilENT- LOW VOi.TAG£. "" LlV32WW70 HI'S 120 .... LlV10SP-HS10 100 HI'S 120/RG10 nR ,..,.,, ,., MM #LlV10PR/70HPS/120/ RG10 ,.,,., ,..,.., '. t MM #KLV207 ,..,., ... ,.., ,., KIM I/KLV525 250W XFMR ~•M ;IL1V.54/PR/100LV120/RG50 FL 1JINC 50MR16 WFL 1/HPS 100W 1,'HPS 70W PAR38 75W MR16 NFL 1/INC 100W 12V AR111 45· FL 55W 120V 55VA 93W 120V 106111 142W 120V 158VA 93W 120\I 106VA BOW 120V BOVA 110W 120V 110VA 11-3/4" MTG: COVE, flooR, GrounO, PENDant, POLE, RECassed, SURF'oce, WALL I.AMP: #:NUMBER OF LAMPS/LUMINAIRE; TYPE:FLuoRescent, HPS, \NCgndescent, INDuciion, LPS, Metal Halide; BALLAST: f:NIJMBER OF BALLASTS PER LUMINAIRE TYPE: Electronic, HY8rid, MAGnetic; MH: MOUNTING HEIGHT ABOVE flNISHEO FLOOR TO J-llOX CENTER If WALL, TO BOTTOM IF PENOANT OR IF POLE, HEIGHT ABOvt: GRADE TO TOP. WATTS: LAMPS WATTS; CT: COLOR TEMP. IN DEGREES KELVIN; CRI: MINIMUM COLOR RENDERING INDEX; CODE: OROERING CODE OR OTHER INFO. PF: MINIMUM POWER FACTOR; BF: MINIMUM BALLAST FACTOR; CIRCUIT: CWA, INStont, PARaUeJ.. -RA,Ptd, SERies, TRIGger. ' . . "''8 20 OF 22 PLAN HOLD COAPOP.ATON • IRVINE. CAURJRNIA FEORDER BY NUMBER D75AR FOS,/IION tllG! 00-l'l,NT ON TH!S LIN( • --- Date: Job No~ 00014 sc.iEMATIG DE5l6N/ DESIGN DEVEI.OPMENT PAC,K,,l,GE c.D ~NATION 5ET ICIO!I; CONS=TIOII DOCUMENT SET DOCUMENT GOORDINATIOII SET BlD SET "I 05-12-00 06-22-00 0"1-0.-00 07-21-00 VAN BUUREN KIMPER ENGINEERING eoso c.n,1na • 111 -. ....... ,,, ean Dlavo, CA -,o■ e10.201.Nre0 ,.,. 201.eeee DW-aaddep __ k_ -- VBKE JOB NO: 2000032-00 Cole Library Exterior Upgrade McGraw/Baldwin Architects Architecture Planning Interiors SYMBOLS, ABBREVIATIONS & LUMINAIRE SCHEDULE E1.0 701 B Streat *200 -Gan Diego CA 92101 6Ul 231-0761 C 2CXXJ lllllii .&zldwt. An.ffillctl ' C ._________ I I ! ' I I , I v' \ DRAWING NUMBER PLAN HOLD CORP0RA170N • IRVINE. CALIFORNIA REIJR[JS'I BY Nu.EER 075jl,R -l'OS<IIDN [D[;[ 0' •RlHI DN 1HIS llHl - ) I + L +II' TO TOP OF ST,tlRS DRAWING NUMBER PLAN HOLD CORPORATION • l<VINE, CALIFORNIA REDRDEA SY NUMl3~ 075AA ----PtlSITION EOOl Dt f~!NI UN llll~ .JNI. • s1-. ------~------------------------------------~ I I I I I I I I I I I I K +13' TO GROUND. I I GENTER TO LANDING. : I I I I DRAWING NUMBER COLE l;.IBRARY 1250 q\RLSBAD VILLAGE DRIYE PLAN HOLD CORl-'ORATl□N • IIWtNI;. CAUFOfl\llA REOFCIER BY NU~ 075AR + + ~ '-0 ~ cs:> ·s -\ '-..._ II 11-11 0 l-;1y ,/ ~ 1 _ __ _ _ _ _ __ _ _ _: ________________________________________ L _ _J 7.r,(\~,£ 6" TO TOP OF STAIRS -MOUNT ON 1 ~":} NORTH SIDE OF DOOR -BETV>IEEN I '(--~ DOOR AND COLUMN LINE@. I ----~-------------_-_ ~-;..• ».1.>-·-~~ff,:-_-_-~✓-~t~~=:=:t&@I· ~~ -_··-: -:=:_:11:::::=:=:=:=: ____ • r~'N-: 1 .1~~)) _-- : :::~: ;:!~~~=; ::: : =-~ ....... I --=:=:=:=:~-:=:=:--. _________ --- ! ~: ~ ~ : i \"BB".s4 . / {I~-It -=~ I % /:.--------- 1 -t-~=~=~=~=~=~==v 'J'=R==....t::;:I =c:··-=··-=· =t-============·-=·-~,L'::+=~.;,_i;+:::l:::;2t'--O~-;:_f" ...... -...... .:...· ...... =-...... :::._ ...... ::_~;;_~+c:::12:::':::::--0::::'=' ======-·=i:=·=·· =-~+=; Ir=-! . /. -t~'.~'.~'.~~:~f rATRIUM "BB-1'1 I / r~-~--;1 , r-----------:1 . . -. ~~i!~:::::~::~ p . ~ . -:•~~: I '---''¼- -·"·-···--.....:-:-:-:-:-:-:\\------ I 3 '-!:-------:-: \ :-:-_-_ -. :-\ :-:-:=-_ :~js __ .,_-: __,. -------------------------11 .. -:-:-:-:-:- ---------- Jill. -. ~ . -==--==--c:Y;;O DH ~ if .Jk-· ..@I3!"::i, ~ K C.131$+':,'_',<F_.~==c:~: L_ -5 ;--= 11B611-13 f = = I F== 22~ i ~-* . ~F & 6 '~ . xt6 "BB"-6/2a:,~ ~ I, Al DRAWING NUMBER E 2.0 -ELECTRICAL SITE PLA PLAN HOLD CORPORATION • IAVtNE. CALIFORNIA REORDER BY NI.HBER 075AR + I 116611-21 § ] ! ' I p=~ I 5 r ,9:JB5871 6 ~-D i . PLfq;ii;:i5~::,,... . . 22 IIJ . . ' . 'ir. 6 I uJJ tW =-7 I '==1 I L q ' ==ct "BB"-4 ~--EXISTING PANEL "AA" e== I ~== ~~~·',,a:, 6D I b=~ --~22]f® ---EXISTING 1----,CJ.CJ( PANEL "A" ~---~------- B K + 17'-0" K + 10'--0" B I I -,;::--c~-------·· -----_J ~--ELECTRICAL ROOM@ I L __ --- 1 I f~~9 ---r,---77--··. --~==,.-, II II \( .,_ · 1t-· -H -• l:L'l'!iEI i '-QQ 5 f; . '1 / 2 /,1, . 5 "'J,12. J!.o "BB"-1,2,3,5~ . ,.-<,•3 ~ ~ ~ \ b SAWCUT AND I\.ST AU_ ----2 TREE W8J-5 IN EXISTING WALK ------~-! -I L 5:a-6 . 5 . "==~~ ~,-.,,, _·r1 ~-i~. ; N Note: Contractor shall instaH a 1" conduit for telephone service from the ex.isting telephone backboard (see "Electrical Room Detail, sheet E3.0) to the inigation controller. / * ~----~ 'a 5 2 EX. BENCH / BR1CK MONIJ\1ENT WAL~ W/ \ SIGNAGE -J/L . 17 · -· -· -· -= · -· -- \ DRAWING NUMBER !='LAN HOLD COl=!PORATION • IRVINE. CALIFORNIA REOIUER BY NUMBER □7SAR -l'-OSl110N [Di;( OF PRINT CiN THll LINE • -------- DWG3 8a~~ 21 OF 22 ?LAN HOLD CORPORATION • IRVINE, CALIFORNIA REOH□EA BY NUMBER 0'15AR POSmllN a.i:[ Of ;>~lfil ON IHI~ u~, • SI IEET NOTES Date: Job No~ 00014 (0 @ 0) ® EXISTING RECESSED DO~IGHTS. VERIFY PROPER LAMPING. VERIFY INTEGRITY OF EXISTING CIRCUIT. TRANSFER EXISTING CIRCUIT TO 'BB"-13. ROUTE CIRCUIT VIA NEW PHOTOCELL OPERATED GONTACTOR. IDENTIFY, REMOVE AND GOVER ANY ViALL SHITGHES. VERIFY NO OTHER LOAD ON EXISTING CIRCUIT-IF NOT, LABEL "SPARE". EXISTING LUMINAIRE -REMOVED FOR REMODEL. IDENTIFY AND REMOVE >"IIRE FROM CONDUIT AND ALL ELECTRICAL SOURCE. REMOVE CONDUIT TO ALLOW FOR NEW LANDSCAPING. (CONTROLLED BY EXISTING PHOTOCELL CONT ACTOR). GENTER MOUNTING LOCATION TO EXISTING Sl0N ON EAST V'IALL, ON THE NORTH SIDE OF MAIN ENTRANCE. EXISTING PHOTOCELL SENSOR, WILL ALSO CONTROL ADDED RELAYS FOR NEW CIRCUITS. WILL OPAQUE SHIELD ON ADJACENT FIXTURE TYPE 'B" BE NECESSARY? REPLACE EXISTING UP/DOWN ViALL BRACKET. VERIFY INTEGRITY OF EXISTING CIRCUIT. TRANSFER EXISTING CIRCUIT TO "BB"-13. ROUTE CIRCUIT VIA NEW PHOTOCELL OPERATED GONTAGTOR. IDENTIFY, REMOVE AND GOVER ANY EXISTING ViALL SWITCHES. VERIFY NO OTHER LOAD ON EXISTING CIRCUIT-IF NOT, LABEL "SPARE". REPLACE EXISTING ~LL-PACK. VERIFY INTEGRITY OF EXISTING CIRCUIT AND REUSE FOR NEW FIXTURE. CURRENT LUMINAIRE IS SURFACE-MOUNTED TO CEILING. VERIFY CAPACITY OF EXISTING CIRCUIT AND ADD THIS NE>"I ViALL PACK TO THAT CIRCUIT IF SAFE OPERATING LOAD IS NOT EXGEEDED BY ADDING THIS LUMINAIRE. TRANSFER CONTROL OF THIS CIRCUIT TO NEW PHOTOCELL OPERATED GONTAGTOR. REMOVE EXISTING POLE BASE, POLE AND LUMINAIRE. VERIFY EXISTING CIRCUIT. PROVIDE NEV'! BASE, POLE AND LUMINAIRE. RE-lJSE EXISTING CIRCUIT AND TRANSFER TO NEW PHOTOCELL GONTACTOR. RESTORE SIGN TO POLE THAT READS, "PLEASE USE HANDRAIL". FOR BOLLARD BASE DETAIL SEE "HG PREGAST CONCRETE BOLLARD"-DRAl"IING Al.2. FOR DETAILS SEE 'ELECTRICAL ROOM DETAIL"-SHEET E3.0. FOR BOLLARD BASE DETAIL SEE "PREGAST CONCRETE BOLLARD"-DRAWING Al.2. CONTROLLED BY EXISTING PHOTOCELL-CONTROLLED GONTACTOR. VERIFY NUMBER OF CIRCUITS CONTROLLED BY THIS GONTACTOR AND TRANSFER CIRCUITS TO NEW PHOTOCELL--GONTROLLED GONTACTOR. EXISTING POST-TOP LUMINAIRE TO REMAIN. COORDINATE V'IITH LANDSCAPING TO MAINTAIN CIRCUIT INTEGRITY AND LOCATION. FOR Ll0HT POLE BASE DETAIL SEE "POLE BASE DETAIL"- DRAl"IING 6.0. FIELD VERIFY LOCATION OF THREE (3) GRAPE MYRTLE TREES. PLACE LUMINAIRE l'--6" SOUTH OF EACH TREE TRUNK. COORDINATE V'IITH LANDSCAPING. FINAL LOCATION TO BE DETERMINED IN FIELD. MOUNT IN--0ROUND SIGN LIGHTS 5'--0" FROM FACE OF SIGN. 3/4"G., 2#8 . ONE (I) l-l/4"G., 8#f, 4 ONE (I) l-l/4"G. SPARE. ONE (I) l-l/4"G., 8#8 4 ONE (I) l-1/4"G., 4#8 4 ONE (I) l-l/4"G. SPARE. @ ONE (I) l-l/4"G., 8#8 4 ONE (I) l-l/4"G., 8#8 4 ONE (I) 1-l/4"G., 3#8 . ONE (I) l-l/4"G., 6#8. SA>"I--GUT EXISTING SURFACES FOR TRENCH. PATCH AND REPAIR TO MATCH EXISTING SURFACES. SA>"I--GUT EXISTING SURFACES FOR TRENCH. ENCASE CONDUITS IN CONCRETE UNDER DRIVE~Y. PATCH AND REPAIR TO MATCH EXISTING SURFACES. PROVIDE SURFACE RAGE~Y FOR CIRCUIT, SIJC,H AS "WIRE MOLD-500". ROUTE AS HIGH ON INTERIOR ~LLS AS POSSIBLE. COORDINATE FINAL ROUTING WITH ARCHITECT. IRRIGATION POV>IER LOCATION-TO BE FIELD VERIFIED. EXISTING DERELICT GROUND-MOUNTED FLOOD Ll0HT. RESTORE EXISTING LUMINAIRE. VERIFY INTEGRITY OF CIRCUIT AND TRANSFER TO NEW PHOTOCELL GONTAGTOR. NOT USED. REMOVE EXISTING POLE BASE, POLE AND LUMINAIRE. REMOVE EXISTING GONDUGTORS TO THIS LUMINAIRE ONLY. CONDUIT TO BE GUT AND GAPPED AT A MINIMUM OF 3'--0" BELOW EXISTING GRADE. COORDINATE WITH LANDSCAPING THE CONDITION OF SURFACE TO REMAIN. SGHEMATIG DESIGN/ DESIGN DEv1:LOPMENT PAa<A6E <-D ~U>ORDINATION SET I~ G-ONSTRU<-TION DOGIJMEl!T SET DOGIJHENT COORDINATION SET BID SET It 05-l:2--00 O..-Z.--00 07-0,--00 0,-:21--00 O'f-tj;-00 VAN BUUREN KIMPER ENGINEERING EXISTl~G WALK RELOCATE EXISTING PULLBOX TO THIS LOCATION. MAINTAIN INTEGRITY OF ALL CIRCUITS. d 2" HIGH R_AGSTOr.E WALL W/ SIGNAGE MOUNT ALL TYPE "L" AS Hl0H AS POSSIBLE (+l'l'--0"). 2'--6" FROM CLOSEST SURFACE OF TREE TRUNK TO EDGE OF LUMINAIRE LENS. MOUNT FLUSH-TO GRADE IN INDICATED CORNER OF SAf'IIGUT TREE v-lELLS. SAv,C.lJTTING BY LANDSCAPING. RESERVE CIRCUIT FOR FUTURE KIOSK LIGHT. MOUNT UNDER WOOD FOOT BRID0E. GENERAL NOTES -. · I. ALL WIRING TO BE MINIMUM #10 Ali',G, UON. 2. ALL CONDUIT TO BE MINIMUM 3/4' PVC, SCHEDULE 40, UON. 3. ALL CONDUIT TO HAVE #10 GROUND WIRE, UON. · 4.. Conlractor shall secure a permit from the City of Carisbad Building Dept. There is no cost to the Contractor for this ermit. VBKE JOB NO: 2000032-00 Cole Library Exterior Upgrade McGraw/Baldwin Architects Architecture Planning Interiors ELECTRI~ SITE PLAN E2.0 701 6 Qeet #200 San Diego CA 92101 619 231.{)751 -- DRAWING NUMBER Pl.AN HOLD CORPORATION • IRVINE, CALIFORNIA N "BB"-25 IIBBII-B 11BB11-IO SPARE SPARE SPARE SPARE "BB"-11 11B811-14 "BB"-15 "BB"-11 11BB11-22 SPARE SPARE SPARE 116611-2 . . . . . . . . . . . ~□ER BY NUMBER 075AR !'tli[Jl!)lj l:OOE or Pllffl (II, TIHS Uff( • ~PHOTOGELL - I I I PG TG' I ' ' GI '' I I GI I I ' ' GI '' ' ' GI I I ' ' GI '' . ' GI I I ' ' GI ' ' I I GI I I ,....,_ '<.::1' =,. ,; ,F>,. ...., GI . ' G2' I I I G2'' . ' G2' I I I G2' I . ' G2' I I I G2' I . ' G2'' I I G2' I I I GB' I DRAWING NUMBER PLAN HOLD COP.PORI-\TION • IR\/INE, CAUFORNII-\ REORDER BY Jll.JMBER 075AR POSITION tDGE Df PRll!T ON 1~15 Llffl • TIME GLOGK Ll0H CON (TYP TIN0 TAGTOR ) ' TO L10HTS PHOTOGELL ON/ TIMEGLOC.K OFF SPARE TO Ll0HTS PHOTOGELL ON/ TIMEGLOC.K OFF SPARE 1,2 1,3 1,4 (EXISTING) PANEL: •A• I OC.: ITEM/LOCATION AOMIN LIGHTING . . AOMIN LIGHTING . . RECEI\ING LIGHTING . . . PANEL ·ea· . . . . . . . . . . . . PERIODICALS LIGHTING . . . . PERIODICALS LIGHTING . . . . . . PERIODICALS LIGHTING . . . . (N_O .LA!l£L) . . . (N_O LAB£L) . AOMIN RECEPTACLES . . . . . FRONT COUN1ER . . . . . \N_O .LA!l£~) . . . (N_O _LA!3EL) . . . YEST BOOK SECURITY . . . \N_O _LABEL) . . . SPACE . . . . . . . . . . . . . w (L)ONG-CONTINUOUS VA. ~ I= (N)ON-CONTINUOUS VA □ g DEMANCW3L£ (R)ECEPTACLE (K)ITCHEN (,CQUIP. 0 ) DRAWING NUMBER COLEJtBRARY 1250RLSBAD VILLAGE DRJVE Pt.AN HOLD CORPORATION • IR\l!NE. CALIFORNIA REORDER BY NUMBER IJ75AR VOLTAGE: 120/208 V, 3;, 4W BUS SIZE: 225A l<'i :· FED FROM: MAIN SWBO. MAIN: t.A.LO. MTG: SURFACE MIN. A.I.C.: 42,000 NEUTRAL: FULL NEMA: 1 • BKR/P # <I> A <I> B ! <I> C # BKR/P • ITEM/LOCATION L 3/, 1 1000 .. / 1/, L CIRC. LIGHTING . -'·. 2 . . . . . 1800 1000 ... / r, \IOEO LIGHTING . L 3 4 L . . . . . / 1000 ;, ' ,., . 1000 / CIRC. LIGHTING . L 6 L . . . . . . 1000 3313 .. .. 'a LOUNGE LIGHTING . N 70 I 7 L . . . . . . / 1200 I 9 3<165 .. 10 EMPLO\££ RESTROOMS . N / L . . . . . . 750 / 3 '.),. 3785 / COMMUNITY RM LIGHTING . N L . . . . . . 1000 12 3/, 13 1000 .. / COMMUNITY RM LIGHTING . L L . . . . . . ,, 1000 . " .... , 14 15 1000 , .. , ,,-6 COMMUNITY RM LIGHTING . L / L . . . . . . 1000 17 1000 './ COMMUNITY RM LIGHTING . L / 18 L . . . . . . 1000 L 19 1000 1o L \\EST ENTRY . . .. COMMUNITY RM . / 1000 LIGHTING 21 1000 .. / FRONT COUNTER L / L . . . . 1000 22 23 900 / FRONT COUNTER . R / 24 L . . . . . . . 1000 25 1000 .. / ADMIN WORK RM L L . . . . . . . /:. 750 26 L 27 1000 .. / L AOMIN WORK RM / . . . . . . 750 28 3/, 29 .. .. 1800 / DIRECTOR L / L . . . . . 1000 30 31 1800 ... / S'ISTEMS FRONT COUN1ER L ,., . ' ..... ,., ,. -· L . . . . . . / 1000 . ' " " ... ' " ' '.'."' 32 33 1800 . "" " ",. / \NO _LABEL) . L L . . . . .,. 1000 34 35 .. / SPACE . . . . . . / 36 . . 37 / / 38 3 . / 40 . . . . . / 41 ... / . / 42 . . . 32650 ¢ CONN. VA. l.CL Vk CONN. AMPS PANEi.. CONNECTED KVA 44.1 KVA 10563 A 15863 19001 1322 PANEi.. DEMAND AMPS 1-45.1 900 B 14765 17590 123.0 PANEi. CONNECTED AMPS 1225 0 C 13485 15685 112.4 HIGH q) AhiPS W/LCL 158.3 NOTES: DATE: 09/14/oo 1. PROVIDE CIRCUIT BREAKER OF SAME TYPE, STYLE & RA TING AS EXISTING. 2 E)(]STING CIRCUIT TRANSFERRED TO "BB"-16. 3. EXISTING CIRCUIT TRANSFERRED TO "BB"-18. 4. EXISTING CIRCUIT TRANSFERRED TO "BB"-20. PANEL: 'BB' VOLTAGE: 120/208 V, 3<1> 4W BUS SIZE: 100A FED FROM: PANEL "A"-7,9,11 MAIN: M.L.O. MTG: SURFACE LOC.: ELECTRICAL ROOM MIN. A.I.C.: 42,000 NEUTRAL: 100% NEMA: 1 11BB11-5 ' ' ITEM/LOCATION * BKR/P # <I> A <I> 8 ;, C # BKR/P * ITEM/LOCATION 2 sTRfas~1~=-----rL-+-~~/,1-1-+-~4~12=-r-~~~ .. ~.-+,,-,,1-2-oo---'-c/,t--r.c:BO"'~_;-o .. R"'O~P~A~N~Dc-----t 1 LIGHTS / 1 ., 349 • • • · .. ·.· 2 / 1 L BENCH ·uGH"is • ''BB"-6 ''BB"-8 EXIST. PHOTOC.E GIRGUIT Ill EXIST. PHOTOC.E GIRGUIT 112 LL LL EXIST. PHOTOC.EL CIRCUIT IIB L 11BB11-13 . . . GIRGUIT BREAKER j IN PANEL (TYP) GB'' I I GB' I . ' GB'' I I GB' I . ' GB'' I ' GB' I ' ' GB'' TO L10HTS PHOTOGELL ON/ PHOTOGELL OFF LIGHTING CONTROL GONTAGTOR DIAGRAM NO SC.ALE NOTES, I. GONTAGTOR SHALL BE PROVIDED IN PANEL ELEGTRIG ROOM. 2. PROVIDE THREE (B) B-POLE CONTAGTORS, o. GI CONTROLLED BY PHOTOC.ELL AND TIMEGLOGK b. G2 GONTROLLED BY PHOTOGELL AND TIMEGLOC.K ~-GB CONTROLLED BY PHOTOGELL. B. SET TIMEGLOGK TO TURN ON AT NOON AND OFF PER OV'INER'S REPRESENTATIVE. PHOTOGELL v-!ILL TURN Ll0HTS ON AT DUSK. EXISTING> SD0tE METER 2 FRONT . . . . L 3 . . 350 . . . . . /4· L EMER<>e:NC_Y . . . LANDSCAPE LIGHTS / ·· 160 LIGHTS SOU11-i L 5 .. 1161 / L EN~Y J3Q!.½R[!S _AN_D 1 WALK BOLLARD / · 386 6 lREE SPARE 7 >-c,.,;--j .... •·. /8 H.C. PARKING STALL . /I 774 L B6LLARbs· . . . WEST 9 385 . / FRONT DOOR 2 BANNER LIGHTS L / ·· 66 .. · · · ... ·. ·.· 10 L SI~ LIGHTS 2 TREE-LIGHTS'-'-_=----I-L-1--1--1"1-,, l---'--"'"----!--'-240;--t.c-,/,t--j-1-L-i-lRRIGATION ____ __, ,, 200 12 POWER ORIGINAL ENTRY 1 LIGHTS ·E+W. . L 13 4+4 / 15 / 484 ·.· / SCULPl\JRE ANO · · · 14 L BOULDERS . . . 2 11-!REE rA!-M~ LIGHTS L 474 750 ....... / 20 / L LOBBY LIGHTING 16 / 1 ..... . NOR11-i BOLLARDS 2 AND 0 POLE0 • • L ATRIUM J-BOXES 17 / 808 / 750 18 19:.-=c--1 .... / / 750 .·20 L LOBBY LIGHTING . . . . . L LOBBY RECESSED LIGHTS . . FUl\JRE KIOSK LIGHTIN'"Ga---1-/-/-t:2:':-1 -j-,_-,-'-""'-:--j---,-~ .. ~ .. ~. ~ .. +/::,. ,1--++-hc ----------, --SEA lWALL TREE LIGHlo . . . . . . . / : 1--3-18----< ·. · 2 2 L . . . SPARE 23 1---~/ / . 24 . . . NEW PHOTOCELL 25 100 / . . . . . . . . . CONTACTOR / 26 w is, 0 g .. 27 · · . / / 28 . . . . . 29. .. / / 1---~30 (L)ONG-CONTINUOUS VA 9261 'fl CONN. VA LCL VA. CONN. AMPS PANEL CONNECTED KVA (N)ON-CONTINUOUS VA 100 A 3313 4116 27.6 PANEL DEMMID AMPS DEMANDABLE (R)ECEPTACI.£ 0 B 2503 3129 20.9 PANEL CONNECTED AMPS (K)ITCHEN (j[QUIP. 0 ) 0 C 3545 29.5 HIGH ¢ AMPS W/LCL NOTES: 1, CIRCUIT VIA NEW PHOTOCELL ON/PHOTOCELL OFF CONTACTOR IN ELECTRICAL ROOM. 2. CIRCUIT VIA NEW PHOTOCELL ON/TIMECLOCK OFF CONTACTOR IN ELECTRICAL ROOM. 3. TRANSFERRED FROM "A" -7. 4. TRANSFERRED FROM "A" -9. 5. TRANSFERRED FROM -A"-11. EXISTING, MAIN SWITGHBOARD IN ELEGTRIGAL ROOM . . . . 9.4 KVA 32.4 26.0 A 36.9 A IOOOA-20B/120V-BPH-4v-l NH----, EXISTING. SERVIGE FEEDER EXISTING, SD0tE TRANSFORMER IOOOA BP PROVIDE 125A 150A BP BP C 125A 200A BP BP A AA I l/2"G-4#2 4 1118 (0ND) --.... EXIST EXIST EXIST PNL PNL PNL PROVIDE NEV\ PANEL. SEE PANEL SGHEDULE THIS SHEET~ ........ ~ BB B 1------< GI EXIST EXIST PNL PNL SINGLE LINE DIAGRAM NO SC.ALE 10A BP EXISTING, MEGH. EQUIPMENT IOOA BP 1 1 2 2 3 4 5 2 I DRAWING NUMBER I E 3.0-.ANEL SCHEDUlES j DjETAILS PLAN HOLD COP.POAATION • IRVINE. CALIRJRNIA REORDER BY NI.AolBER 075AR f'OSIIIOh tDGt 01 PRINT 0~ THIS LINE • ROUTIN<,, NEH CONDUIT ON GEILIN6 TO NEH PANEL 116611 ---i+t--"'I;," 2 ·ee·-25--+ LOADIN<,, DOCK POLE SHAFT -- 14'-011 -------.... ANc.HOR BOLT c.oVl3<. ANc.HOR SOL TS PER MANIJFAC,l\JRER'S SPEC.IFIGA TIONS DRAWING NUMBER PlAN HOLD CORPORATl□N • IAVINE. CAUFOFNIA RE:DRDER EIY NUMBER 075AR PO.ioTIIIU Wl.l llF PIIINI 00 THl!il.lh< • DETAIL DRAWINGS EXl5TIN6 SWITGHBOARD. NB'I PANEL "BB' . TRANSFER C-IRQJIT5 a.Jl<RENTL Y ROUTEP VIA EXl5TIN6 PHC>Toc.ELL C-ONTAC.TOR5 TO NEi"I PHOToc.ELL CONTAC.TOR5. MCO>IT NB'I PHC>Toc.ELL C-ONTAC.TOR5 IN ENC-L05URE, C-L.05ER TO DOOR TO PROVIDE ENOJ6H G.I..EARENG-E TO LOC.ATE NB'I PANEL "00". REMOVE EXl5TIN6 PHOToc.ELL CONTAC.TOR5 AND ENC-L05URE . @ EXl5TIN6 PANEL "A'. @ EXl5TIN6 PANEL "AA". @ EXl5TIN6 PENETRATION INTO 6UILDIN<,,. 0) EXl5TIN6 TELEPHONE BAC.KBOARD. @ EXl5TIN6 COMPUTER 6AC,KBOARD. @ EXl5TIN6 AIR DlJC,T, +e.4". @ MOVE EXl5TIN6 PHOToc.ELL OVERRIDE SWITC,H TO LOC.ATION ABOVE NB'I PHOToc.ELL CONTAC-TOR ENC-L05URE TO PROVIDE ENOJ6H c.l..EARENC,E TO LOC.ATE NB'! PANEL '00". @ NEi"I C-IRaJIT5 AND CONDUITS ROUTED THROU0H AT THE5E LOC-ATION5. 71"\jr-...__ ___ I 012 STI<ANDED BARE ~. 20' TO Ll6'HTI~ FlXT\JRE ~---4• X &" HANDHOLE Gol<OI.I-IDI~ STIJD i-;ITH GROUNDI~ i,;iRE DRY.PAC-I<: GROUT -45• c.HAMFER @) 116 HORZ. BARS AT TOP. TOP OF FINISHED GRADE. ~------CONCRETE RJLL BOX i,;iTH BOLT DO~ COVER 1"lHEN REQUIRED CONDUIT RISB<, GIUANTITY AS REGIP. _,,,,....., HORIZ. BARS o 16" O.C,. 11+---4"5 VERT BARS 1---.1--1----20' OF "4 BARE CU.~- GOil.ED IN CONC.RETE. POLE BASE DETAIL NO SC.ALE PULLBOX DETAIL NO SC-ALE OW&~ 22 OF 22 PLAN HOLD CDAPORATlON • lRVINE, CALIFORNIA REIJAOEA SY MJMBEfl □75AA K>illtt)!j i.llG£ Df ffl:ftT ON THI.I llffl • Date: sc.HEMA TIG Dl:SIGoN/ -- Job No~ 00014 DESl.s.N DEVELOPMENT PAG-KA<SE OS-12-00 06-22-00 O"T-07-00 07-21-00 O'l-li>-00 GD ~GOORDINA TION SET IOOlil GONSTRIJGTIDN DOGI.IMENT SET DOCIJMENT COORDINATION SET BID SET Ill VAN BlJUREN KIMPER ENGINEERING P,.ufuaul1Nial..__. OOSO OanwtD da la ....._ &ulhl :,o, &■n nt.go, c.A 88"tOfl 818.2Vl.8880 tax 1181.e•-~ oudd.ptelt'bk ........ -.,. --DD ■ ~•8819,,--:, (:;f~.e-ao~ ~ ~ .. -ii Paul K. Eric:aon ! ,., c• VBKE JOB NO: 2000032-00 Cole Library Exterior Upgrade McGraw/Baldwin Architects Architecture Planning Interiors PANEL .. SCHEDULES AND DETAILS 701 B Street 1 200 San 0 2000 ~ ~ E3.0 CA 92101 619 231-0761 ---