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Home My WebLink AboutP_5125_S( /' I. , ' . I • \ , I \ ! \ \ 0 > a • ST. . CITY OF COSTA MESA PROJECT SITE'- VICTORIA . .. > <( VICI N ITV MAP l/4 0 l/4 ½ 3/4 l • 0 ~ • • -• - E-POWER POLE ANtH0R 'D, MONUMENT -x-x-FENCE BLOCK WALL c'2J TREE C !J'-,b SHRUBBERY /'C ' .&.&.&.& ASPHALT PAVEMENT ~B BRICK WALK I I 1 ____ :...I CONCRETE I; ;J L/.L,.L/.L4 BU IL DI NG EXISTING CONSTRUCTION NEW CONSTRUCTI0N- ---i-CENTERLINE ----s-SEWER LINE -----w-WATER LINE --~-GAS LINE ·-.-£-POWER LINE ·-TEL-TELEPHONE LINE -rv-CABLEVISION LINE -sP--SPRINKLER SYSTEM· ' M STREET LIGHT EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELE.PHONE. COMPANY CITY OF NEWPORT BEACH (PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS GROUP W CABLE OF CALIFORNIA COMMUNITY CABLEVISI_ON UNDERGROUND SERVICE ALE RT . C > .. m / .. NUMBERS NUMBER 634-0251 895-0221 551-7736 644-3011 962-2411 EXT. 222 642-3260 720-2056 1·800-422· 4133 '·· U C , •· ll,0 NAME • GARY BINGHAM CHRIS CARTWRIGHT. PAIGE BLOUIN GlL GOMEZ! ' PAUL MORGAN ' I I CITY NEWPORT PUBLIC-WORKS OF BEACH DEPARTMENT BON~TA CREEK ·PARK CONTRACT -2505 C ~-~~~-?--✓~====_=~~ ~==-;;~~:::==~---, ~~ ------~ -------,._e,..-=-• ------J -------~---.n..~~~. __ _;~-~~47---4.. ,. LANDSCAPE ARCHITECT EICHENBERGER, FENNELL & ASSOCIATES ARCHITECT ' - Mc COLLOUGH & ASSOCIATES/ARCHITECTS , CIVIL ENGINEER ADAMS/STREETER CIVIL ENGINEERS, INC. ELECTRICAL ENGINEER FREDERICK BROWN ASSOCIATES i i ' T --------------------- } .......;.....-- ,. --- .. CITY OF NEWPORT BEACH DIRECTOR OF PUBLIC WORKS A.6:.N0.12806 DATE CIVIL PRECISE GRA ING PLAN/STORM DRAIN PROFILE . ' C-1 C-2 C-3 SUBDRAIN & TORM DRAIN IMPROVEMENT PLAN/SEWER PROFlLE ARCHITECTURAL A-3 A-4 A-5 A-6 A-7 A-8 A-9 li-10 A-11 A-12 A-13 A-14 A-15 A-16 A-17 A-18 A-19 A-20 A-21 A-22 FLOOR PLAN ELEVATIONS ELEVATION/S CTION SECTIONS WALL SECTIO s INTERIOR EL VATIONS INTERIOR ELkvATIONS / FJNISH/SCHE ULE ' ,/ ROOF: PLAN REFLECTED C !LING PLAN FINISH PLAN ARCHITECTUR L DETAILS I :;D;::Nt~~ I STRUCTURAL DETAILS I STRUCTURAL SPECIFICATIONS I SPECIFICATIONS I SPECIFICATIONS I SPECIFICATIONS I SPECIFICATIONS I A-23 SPECIFICATIONS A-24 SPECIFICAT16NS MECHANICAL l AC-1 FLOOR PLAN DETAILS I AC-2 SPECIFICATI NS ELECTRICAL E-1 NOTES & DET !LS E-2 I ELECTRICAL SITE PLAN E-3 I BUILDING LIGHTING PLAN E-4 BUILDING POJER PLAN E-5 I PANEL & FIXTURE SCHEDULE E-6 LIGHTING CO TROL DIAGRAM PLUMBING P-1 SITE PLAN P-2 DETAILS P-3 PLUMBING FL R PLAN I P-4 PLUMBING SPECIFICATIONS LANDSCAPE L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13 L-14 L-15 L-16 L-17 STAKING PLA ENLARGED STiKING PLAN ENLARGED STiKING PLAN SECTIONS/ELEVATIONS I SECTIONS/ELEVATIONS CONSTRUCTIOJ DETAILS I CONSTRUCTION DETAILS I CONSTRUCTION DETAILS CONSTRUCTION! DETAILS I CONSTRUCTION DETAILS CONSTRUCTION: DETAILS CONSTRUCTION' DETAILS I -IRRIGATION PLAN I IRRIGATION DETAILS I IRRIGATION DETAILS, NOTES & LEGEND I PLANTING PLAN PLANTING DETl1Ls, N~TES & LEGEND I CITY OF NE~PORT BEACH ~ ~ ,,; 1/1- PARKS, BEACHES & RECREATION DIRECTOR ! ' \ ' • . -; :'. ' . ·•. :_.1-,, ' _,,.· ' . .. • "· -J : I ; -,: ~· .. ·1 I :: j ' ' I! i' " jl -,I I ' i I I I 1 • . •. I .. _< ,, I · .. , . ·1 \ii . i ' I , I I ., ~ ~ : ! :=4 ~ 1' -j I c:::=::, • 1 ~ ~ , J'b ~ ' Jil "' GENERAL NOTES: t. DUST SHALL BE CONTROLLED BY UATERING AND/OR OUST PALLIATIVE. 2. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CON- STRUCTION PERIOD.' 3. ijQRK HOURS SHALL BE LIMITED TO 7100 A.H. TO 6130 P.H. MONDAY THROUGH FRIDAY; 8:00 A.M. TO 6100 P.H. SATURDAYS; AND 10:00 A.H. TO 6100 P,M. SUNDAYS AN,D HOLIDAYS. 4. THE CONTRACTOR SHALL CONTROL NOISE, EXCAVATION, DELIVERY AND RE-MOVAL ITEMS IN ACCORDANCE UITH THE CITY MUNICIPAL CODE, CHAPTER 10.26. 5. fHE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 6. THE PERMITTEE AND THE CONTRACTOR ARE RESPONSIBLE FOR LOCATION AND PROTECTION OF ALL UTILITIES. 7, APPROVED TEMPORARY DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 6. EXISTING CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE VITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. 9. VHEN IMPORT OR EXPORT OF MATERIALS IS REQUIRED. HAUL ROUTES TO AND FRON THE SITE SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND HAULING PROCEDURES SHALL BE IN ACCORDANCE VlTH THE TRANSPORTATION OF MATERIALS SECTION OF THE CITY GRADING CODE. 10. POSITIVE DRAINAGE SHALL BE MAINTAINED AVAY FROM ALL BUILDING AND SLOPE AREAS. 11. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ONSITE AT THE APPROPRIATE TIMES SHALL RESULT IN FORFEITURE OF THE CONSTRUCTION SITE CLEANUP DEPOSIT, 12. LANDSCAPING PLANS SHALL BE SUBMITTED FDR APPROVAL, VORK COMPLETED AND A CERTIFICATE OF CONFORMANCE RECEIVED BY THE CITY GRADING EN-GINEER PRIOR TO CLOSURE OF PERMIT, UNLESS A VAIVER OF THIS REQUIRE-MENT HAS BEEN OBTAINED FROM THE CITY GRADING ENGINEER. /~. ALL PLASTIC DRAINAGE PIPE SHALL CONSIST OF PVC OR ABS PLASTIC AND EITHER ASTM 2751, ASTM D1527, ASTM D303li OR ASTM Dl785. 14. ALL WO!?/{ 8//4Lt COA/FOl?N TO t'HA,PTER /5 O,F T/fE NEWPORT BEACH MUN/CIP;4L COPE (N5MC),T/IEPROJEC( SOILS REPORT Af/0 SPECIAL RE()tl/REMENTS OF THE PERMIT. GRADING NOTES: 1. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, 2. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO l VERTICAL AND SHALL HAVE NOT LESS THAN 90¼ RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 3. FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90¾ RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY 2 FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST 10 THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL 5, FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. 5. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR RE-MOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 7, ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED, OR C_RUSHED IN PLACE AND BACKFILLED, AND APPROVED BY THE SOILS ENGINEER. e. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE ACCUMULATION OF, SUB-SURFACE VATER OR SPRING FLO~. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. 9. THE EXACT LOCATION OF THE SUBD~AINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 10. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90¾ RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. 11, THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY GRADING ENGINEER. 12. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH THE CITY GRADING CODE AND ORDINANCE NO. 1631. 13. ALL CUT SLOPES SHALL BE INVESTIG/TED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR PO- TENTIAL GEOLOGICAL HAZARDS. THE ENGINEERING GEOLOGIST SHALL RECOM-MEND NECESSARY TREATMENT TO THE CITY GRADING ENGINEER FOR APPROVAL. 14. ~HERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TD BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER VILL SUBMIT DESIGN, LOCATION AND CALCULATIONS TO THE CITY GRADING ENGINEER PRIOR TO CONSTRUCTION. 15. THE ENGINEERING GEOLOGIST ANb SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL, BUTTRESS FILLS. AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 16. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE, THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK 18 EXTENSIVELY FRACTURED OR FAULTED A~□ WILL READILY TRANSMIT YATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED. 17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 18. NOTIFICATION OF NON-COMPLIANCE1' IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE VORK IS NOT BEING DONE IN CONFORMANCE VITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN VRITING TO THE PERSON IN CHARGE OF THE GRADING ~ORK AND TO THE CITY GRADING ENGINEER. RE-COMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUB-MITTED TO THE CITY GRADING ENGINEER FDR APPROVAL l!J. A PRE-GRADING MEETING SHALL BE SHCEDULEO 48 HOURS PRIOR 1'0 START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES, REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. EROSION CONTROL NOTES: 1. ALL ~ORK SHALL BE IN ACCORDANCE YITH THE GRADING CODE OF THE CITY OF NEUPDRT BEACH, THE RECOMMENDATIONS OF THE PROJECT SOILS REPORT i ANY SPECIAL REQUIREMENTS OF THE PERMIT. 2. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO HAY 15. 3. BETVEEN OCTOBER 15 ~ MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH VORKING DAY ~HENEVER THE FIVE-DAY PROBA-BILITY OF RAIN EXCEEDS 30¾. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE VORKING DAY VHENEVER THE CAILY RAINFALL PROBABILITY EXCEEDS 50¾. +, TEMPO~ARY DESILTING BASINS, ~HEN REQUIRED, SHALL BE INSTALLED~ MAINTAINED FOR THE DURATION OF THE PROJECT, 5, ALL DESILTING BASINS SHALL BE-CLEARED OF SILT, AS NEEDED. TO PROVIDE THE NECESSARY VOLUMETRIC CAPACITY, AND STANDING WATER, TURBID-FREE OF SILT, SHALL BE PUMPED OUT OF THE BASINS TO ASSIST IN KEEPING THE VOLUMETRIC CAPACITY AND ASSISTING IN SILT REMOVAL. 6, 4GUARD WILL BE POSTED AND/OR AN ENCLOSURE ESTABLISHED WHENEVER THE DEPTH OF VATER IN ANY DEVICE EXCEEDS TWO FEET. _f. IF EROSION CONTROL PROBLEMS OCCUR THE DEVELOPER SHALL CORRECT THE CONDITION IMMEDIATELY PRIOR TO RECEIVING A CORRECTION NOTICE.FROM THE CITY GRADING ENGINEER, BUT IF A NOTICE IS ISSUED AND THE EROSION PROBLEM IS NOT CORRECTED THE DEBRIS DEPOSIT SHALL BE FORFEITED AND ALL CONSTRUCTION WORK SHALL BE STOPPED UNTIL THE PROBLEM IS COR-RECTED AND A NEV DEPOSIT IS RECEIVED BY THE CITY. 8, THE DEVELOPER~ THE CIVIL ENGlNEER SHALL REVIEV & COORDINATE CHANGES IN THE EROSIONS CONTROL SYSTEM AS THE TOPOGRAPHY DICTATES DURING THE GRADING PHASE. 9. THE STANDARDS TO BE USED IN DESJGNING THE VOLUMETRIC CAPACITY OF DESILTING BASINS CONSISTS OF1 I. UNIVERSAL SOIL LOSS EQUATION FOR SILT LOAD. 2. RATIONAL FORMULA FOR WATER LOAD. 3, 25 YEAR STORM. 4. OVERFLOV DESIGNED FOR 1.5 MAXIMUM □. /0. IN CASE OF EMERGENCY, CALL====~==· AT RESPONSIBLE PERSON =247-~H~o=u=R-P=H~□=N=E~NO. Construction contrJctor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job si~ conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made lo apply continuously and not be limited to nonnal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real oi:-alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. ' I ~ ' ' ,---,-,., -~ ~ I). ~ t--i---1-s-.,., L _, .; • 1 II -. -Ve,11'T. I" 4 8 DATE & 5/7/87 \ I\ ' .' REVISION .£')(/5 Tl 1-1 Cj o/ ,. •Ill, ~. I~ •·1~ " ~~ 1----,......_ ,, .IJ.-. ./ •✓ 7 PRECISE GRADING ESTIMATE OF QUANTITIES NO. ITEM QUANTITY UNIT :! . CONS·~-A.G. ov.:-R A.3. W/PRI!'IE COA·r. .,, , Cm.JS:·. ? . C. C. CWR3 & GUTT::ZR TYPE "A" ?£?. cr:·y OF OJ ~.3. S~D. 182-L 16'-C.F.). ?, COKS .. ?.c.c. CURD O!C.Y ·.rY?S "3" ?E:?. CITY O? N.B. S~D 182 L (6''C.F. I. ti. CON-S-.. D~CORAT~VE CONG. ?.l'i.VING ?E',R S2;?ARAT2 L. S. 6, CONS:·. CO!\C. 1-u,.:,:,wAY WID"J.."F-:. ?E~ ?LAN ( -4 "THICK J . 7. CO.c\:S:'. :3.'1.'~·!UCK:?:!-J A.O. OVER.-4''. A . .S. 3IKE TRAIL & ACCESS ?.D (:..IMI'I'S ?E:?. ?LAN). o. CO!-."S?. 3'! . . A. C. OVER .4-'~ A. B ·,t-.A"I' BIKE ·I'RAIL ,Si ACC~SS rtD. ! :r:---::·:·s ?~:t ?:,AN. I \ OVl=R Z711 e><J:5T/,{/ej A.B. 9. coss·i , ~.:..C09.AT!V~ ~(ODIPIED COt-':M' L DRIVZWAY AP:!?ROAC2 ?::Z C:?Y CJ3' N.3. S:"'D :!.60-L AND DETAIL :'!:ER30N.(W =:!.O' }::::2,51 : 3. CO};s·_. COXC. :-:ANDI CA.? RAMP .?ER .!?:AN. 15. co:{S _. coxc, 3I.OG!'C :H:'.TAINING WAL!:: PSR S.:'.PARA-1·='. L. S. :.7. C.'.JNS.·. 5'-6" E::GE C!iAIN LINK;->.:::!'{ 0,C.E.M.A. STD. 412. :&, G;JXST. JOG.-.sL.:. ?RA!"!;;-G.<L:~ [W=16' J _?!;'R O.C.E.M.A. STD. 4/2. .33, 237 s.r. G05 L./: EA. I} 8 IG Lf 5./: S.F. /!S1 665 S.F s.r. 2. EA. G2 L./; 310 L./i 2 sr. 2 .3 E.R 7GO Lr. EA /0)8 L./: I EA. :w. GOSS·!', COSC. S•:'-::<?S ?,:-R S~P. L.S. ARCH'T DE"!'AILS. 7 EA. ~7. CON5T. 2" P.V.C. SER.VICE L/J./E (SCHi 40) JV/PL(JG 135 ± L.F. 28. CONST 3FT. Th'k'. 1/0N-G,fOUTCO R/P-RAP(LIM/TS /1.5 .Sflt'#'l-l)/Etf't'.C.E./J1A.5'TP. 80!'J. 2!:10 C.Y. 2':J. CONST. 5'.xs'GROl/TEO li'/P-RAP. Z EA. 30-C0NSr Irr. TIIK-GROl/TEO /f'f,P·RAP PER O.C.tf=.M.A. STO. 80-!J(sL.OPE PR0TEC'J.i JO C.Y. 2q_ CONST. PC.C. CURB~ G/JTT. TYPE';tt"P.EI( sro. /82-,l (CU,f8 FACE P/IRIE.S TtJ /,,rMr?X.) 50 L.F 5/. INSTALL 2" E1-80W 90° · I EA. 32. IN5TALL 2'' ELBOW 45° -2 £-A. :33. /N6Tt::1/.L 4"X3" COMP.tl.N/ON rL.tlN6e~ ..3 "r.1.?. 0(/Tl.,£r I .C:.d. 34-IN5TLILL Z"t/> X IE"l.ONti 0tlLVt1NlZ.e".O 1/'fON PIP&,T.O.E... W/Z':o-lYTOJ.I ~-I ~- L.--,,:~ ..-- ./ ' -- ' . ,, IN T.d l ·- 5 'I .: .7b .F. 1 /5't, ·O. L !It e:R 111 N5 .,I/ I 5T, ll '/Z. 74 ~~ ", ~ I ( 'CJ<., I 4 /. /I; r ·/-: . . ' i I / '-,- .I I J ,- STORM DRAIN PROr/Le APR, rO!f ?LL'IN, 51:e eHr. C-.!J REGUIRcO INSPECTION: A PRE-GAADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER} CONTAACTOR} DESIGN CIVIL ENGINEER, SOILS ENSINEER, GEOLOGIST, CITY GAADINS ENGINEER OR TI-lEIR REPRES8'1TATIVES. REQJIRED FIELD INSPECTia.JS WILL BE OUTLINED AT THE MEETING. IJ:c,BENCH MARK: o.ce."3NS777 CN JA/1'80REE ROAD~A80UT 0.3 Mil.ES SDUT/1 OF Bf?lsrot.. ST.REET,ABLJI/T 7 FEET E_AST OF C£/VTEA- lfNE,OF'.IAMBQREE,6 INC:NE.S NDRIII bF THE SOIJ1'"H END or SOUTH wesr WIIVCWAtL OF THE EAST I/ALF OFrHG BIUDGE OVEH SAN DIEGO CREEK,ABOtJT /,f-FEEr.sourH OF THE SotlrH END OFrHE w~sr BANNISTeR OFTHE EAST I/ALF OF Tl/£ 8,1?/DGE. • ELEV. 2'1./75 ( 1975 AD.I.) / . PLAN BACK 8AY--- DRE.OGE MAT~L. \ ( L/Nc 5U/30/?A/N T/i'l=NCH WITH "5lJl",1C 4'-1"" r,tl/3/?IC rlLTeli' ,t',ND l'l:}U:, ov.e-1? 701" Or ~Xk ,:1NNULlJS. MINIM/..IM LAI" ,t!NO rOLO = 8/NCHES \ I l8"8£LECT SL/.RrAcE • MAT£R/AL /SAN.OY 1.0AM} ATHLETIC FIELDS ONL. y 61::e L.AN.06GAP.e PLAI\JTINC, 6PECIF/C,4T/OIJ.S. \ 1--aj ~XIST. ,f!O.'/Gh' 0RALJE ~ SURFACE. \ V.RA/N LINES (§> 40' o/c • MAX, @ 2'-0" 0£PTI-I .ENCASE 1N 3/B "l"eA , G-1'~ vel '/ r,t<,131<1c r✓lT& ATHLETIC rlELOS TYP. SECTION 3.0' --/.5' J /.5' CONG. "V" DITCH SECTION ________ ....;_ _ __;__;-=....:....;_ __ @ L II ! . I'-. I . I A , 14 . ~, ~~ ~W@ (!/,~~ l.:fil§IJ:Jn,@@11\!m; II~ ooro ~ tN.@11!@ @111>11 (!l'.!:@ijh\ ~ (!l';.'l!lli®:mr,, ~ zo LEGEND -~--::f--- --28i?.G.-- -22FG.- -(20)--- TC. r'S FL ,h ---- --s-- ---W--_-: r_ -J _--.: _r xx 0 '°' ------- I . ·. · .. ·.. . .•. ·:z::::::J cvr --.:FI/.L 1r-- BACK BA)' FILL CONTOUR ( CONT'D MATERIAL) EXIST SURCh'ARGE CONTOUR ROUGH GRADE CONTOUR FINISH GRADE EXIST GROUND CONTOUR coAiTOUR TOP OF CURB FINISHED SURFACE FLOW LINE ELEV CENTER LINE EXIST OR PROPOSED STORM DRAIN LINE EXIST. SENER LINE EX/5T. WATER LINE SLOPE (Z-·I MIN.) 5TREET LIGHT VALVE FIRE HYDRANT STRAIGHT GRADE ¥ RATE BOUNDARY LINE BLOCI< WALL (FUTURE) CONCRETE OAYLIGIIT l/,/E RG, AT BACK BAY HATZ (2'BELOIV FG.) EARFHWORK SUMMARY I cur (CY.) FILL (CY.) ' li'EO'D SLG"LECT MATl r'O,R/ITI/LETICRELPS I A.SSllME IOo/.,, .SH~INK"'9GE l~,1 7~3 CY. /J .37!J, C't'. -•--, _. A. ----,----------------,--------- SUB TO r /1 L. SEL.Ecr /,-1::,,.oo..er MAT'L. I I V ".f BIKE r.e111L/11cccss .eo. lr,weKEN.6'0 S.i'C. R£MOV/9L I l,r!J04 771 $/TL, /'/NE GR/lOII/G(/"ROAfENAOE i p,.,el(/,VG l(JT r;;~;;E ::;:,;~c;;;:::::~) 25 I IMPO/eT TOTAL 17, 841 20 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR I The existence and location of any underground utilities or structures shown on these plans are obtained by a search of available records. To the best of our knowledge there are no existing uti!ilies except those shown oil this plan. The -~~ntractor is required to take all precautionary measures to pro- tect the ut1ht1es shown, and any other lines or structures not shown on these J?lans, and is responsible for the protection of, and any damage to these lines or structures. I NOTICE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMEN- SIONS AND SHALL' REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COM- MENCEMENT QF WORK .. Cr'. CY. CY. Ci. CY. I 5 1 I 7 Z CY. 7 7 I CY. CY. 11, 13,4 7 cY. I 7, 841 CY. GRADING PERMIT : J(J8 ADDRESS: APP',D DATE: DRAWN: PREPARED IN THE OFFICE OF BONITA CREEK PARK ADAMS/STREETER CIVIL ENGINEERS, INC. 17981 SKY PARK CIRCLE, SUITE M IRVINE,~LIFO I~ ?2~-PHONE 714•250•1540 • • ~~ 1-5·.!7 ' R.C.E. E</6~ DESIGNE.D I CHECKED DRAWN C 1 CITY OF NEWPORT BEACH - DAI' . . , 3/,16/87 PUBLIC WORKS DEPARTMENT ' .. ,.., ,_,. ' . ,foF :r --: '( _I I I. ! ."' I ; : CONC. STEPS I PROMENADE F.S. CONCtf?ETE /.0' ..L l¾MtN. o.srrYP-) £X/5T. R0U6H 6.RAOE L/N.E"-_;_./ TYPICAL ,e4"R.C.P ==-=--=.o.. ~ SECTION N. T. s. :BALLF!ELD F..S. 8All FIELD /:S. cave. STEP l'¾M,W EXIST ROUG# GRADE LINE-__ _ SECTION "0-0" • ,,, -BIKE Tl?A //' ... ;v. r. s. 2 r~.,sa• I- SAND PLAY AREA 12'/rHK. SANO OYER F/4'.TE,R M£M8RAAIE ? ..;' 7/IK. 6RAVLL LAYE,<:' . 1-5' 1.0' lot/ 0 pf a5·a 10 F J. ' {), • ,.,,., ~~ w . ' ~ ,w. -, ~ \· f~ . .,.,....-- ----1----28 _.-/ ------· . "'J • ' ,.,_. NIG~o4-'so"H/ ---~--=--'----'-'-'-'-· 75.7G' CONNECTING li'OAO OETAl.l .Sl:E #//RO COPY FOR OAT-'IS ANO COOR.OIN//T.ES. N. r. 5. f28v'l01Ot-lS & Bl-OJ. 45'NPl&L.l~·noN - (TYP.J "'-'Sv~±-s==::::::==:-::==-- SCAL.e' b !"•SO' TYPICAL f 0· 7-B -----'\ -----..... ··"'· I • (___ VA°RIES SEC'TION "F-F" N.T-S, 11or£: SE£ 5'IIT. 3 f.?A' co1.1sr. NOTES 1-z>RACT I -{30/,! .,.,. : G· 5;.5' Rlf'·l?/IP 1.04'c . I ~ FXIST. l,~_/ 3G"WAT. /S"R.C.P. 24t/.. la) S•0.00G3 (2.000·D} , / (',;J.G/) r,:,r-, 4.'iClfl • ..-{\ ~,(l5T. 42~ 1 / WATER. v SFC'r/ON "~·£"" N.T.S. ,1/dTE: SEE .SHT 3,,ftJ/? C'ONST. NOTE5. 5';,,:5'R.'P·R/2'P V.BE" a" Cd# ~K. /)., -..,?4p_rH/CKNt!55.~ /.0.'M/N• ffi GROU7 WITH'. 3.5dC~ CtPNCi?HTC .94.Nl? ~£URRY. -----·· --- AJ,T.5. 0 A.8. E.x;sr ROUGH G.RACJE TYPICAL SECTION '8-B" N.T.S. NSTRUCTION NOTES 1. coNsTa'"A.c. ovER4A.B. W/PRI!'-'.!E coA-r. 2. CONST. ? . C. C. CUR3 & GUTTER TYPE 11 A" PER CITY OF OF N.B. STD. 182-L 16''-C.F.). 3. CONST. MODI!?IE:D DECORATIVE SIDEWALK ACCESS rtAM? ?SR ) C!?Y s·:w. 181-L-A A!iD SEP. L.S. ARCH'T DRJl.Wn-rns{e>-r orHer<5 4. CON"sr·. ?.C,C. CURB ONLY TY?E "3" ?ER C!TY OF N.B. STD 182-L t6"C.~.). 5, CONS~. DECORATIVE CONC. PAVING PER SEPARATE L.S. ARC.!-!'T DETAILS. 6. CONST. CONG. HAL:CWAY W!DTP. PER PLAN (4"THIC!<:). 7.--CONSP.-.-s:'. ,_MICK A.G. OVER.1':' A.B. BIKE TRAIL & ACCE:SS RD (LIMI~S ?ER PLANj. 8. CONST. 3,",. A.C. OVER.1." A.B.JfAT BIKE TRAILj ACCESS RD. ( LIMITS ?2R ?LAN. J C ovee "ll" R/t;;TINq A.B. 9. CO:,JST. D::'.:..:O:<ATIVE MODIFIED CO!Y:M' L DRIVEWAY AP:!?ROACP. ?R CI?Y OF· N.3. S"I'D 160-L AND DETAIL HEREO!L (W =10' X=2.5_1 10, CO~ST. SZATHALi: AT .?ATIO E'SR SEPARATE L.S. ARCH'? 3' IHDE CONG. "V" DITCH ?ER DETAIL :!ZR.EON. 12. CONS':'. CONC. :{AM? ?!:R SE?ARATE A?..C!!' ':' !)2:'!'Jl.!LS, 13. CONS':'. cosr.:. !-:ANDI CA? RAMP PER PLAN. 1 ~ . CONS:'. ~OCAi. O.ePR. PE.R C/T): .ST.CJ~ $(74--L ~ P.i!:TA/,,( ON 6'H7. /, 15. CONS':'. CONG. 3!..0CK RETAINING WALL PER S3:?ARA'I'E: L. S. ARC~~'': DE':'A::SS, :::. G. ?RO'::':.'.C'!' IN ?!..AC?: ~XIST STRUCTURE & U·?ILITIZS. :, 7. CONS-:·, 5' -6" E!G!! CS:AIN L!NK ?ER 0.C.E.M-A. STD. 4t2. ~8. CONST. '.JOG3I.:'.:: FRAME GAT:::-: {W=16' j PER O.C.tf.MA. STD. 4.12. 19, ADJUST EX. WATER ~.H. ':'O? 1.0 ABOV~ ?RO?. F.S. ~2:~ CITY STD. 111-L. 20, CONG. ST~?S L. S. ARCH' T D2:l'AILS. :n .. :S:2:;Y;OVE EX:!;'I". 8" ?LUG & :,JOIN EXIST. S" V.C.P. S3:W~:": S'!UB. 22. CONS·:-. ·s-:rANDARD c:.~ANOUT PER CITY OF N.:S. STD. 406-L. 23. GO!\s::-. 6" P.V.C. S:!::W£R.(5e"E P.RonL.E"0/151/EET.3) 24. JOit.i BLOG. SEWER lATERAL. 25. ::::NS'.::ALL ID::C:N'!IFICAT!OK SIGN ( BY O'.i:-~:S?:S l . 26. CONS~. STAIRS W/ALUM. S2ATS ?ER SEP. L.S. ARCH 1T 27, 28. 20. 30. ta. 31. 32. 33 . 34. 35: D~TAILS. INSTALL .-r PVC. {SCIIZ 40) SERVICE L/,VE w/nua. COIi.ST arr. THICK IION-6ROt/TEO l?/P·R/?P ( BY orHSl{S)PE,,f' 0.C.E.-11./1. STtJ. 809. CtJ/157. S'xs· 6.ROb'TEO R/17·R...?Pf'.8Y 07"HeRS) CONST I FT. T//K. G/?OI.ITEfJ l?J,P-.RAP ,P.£/,? o.C.E.1)1.A. STO. aoq(SY 07"#/=,l{S) CONST. ,P.t:C', CIJA'B £r;urr. TYP.E':A" l'ER CITY IJF .,V.,!J. ST/). /62·L (CIJ/i'B FACE Y.IM'/£S Tt) 1,r1>111x.), L.IHIT As SIIOH'N. (SOL.F.) ' INSTALL 2~ ELBOW 90". //./STALL 2" ELBOW 45°. !/.I STALL +"x 3"COMPA/.IIOAI r,/.ANGE. 3" F. /, P. OUTLET. INSTALL 2"-Kl2"/.0NG GALI/AA//Z.iO IRON /'/l'E. T.O.E. fl//2"0AYTON CPlG. tJONST. TYP.!i"A"t)frOP MANHOLE .PIIR CITY or N.8. STO. 403•£. ,4i\_:c,;:_~_o_,,_,,._G_R._,,_0_1_M_'G_O_'E_T,,_1L_=l_6,_19_:/._8_7_N._._a_._. ______ _,r------------·~_C_cl_\_i _______ -l APPRJtE,D /J \/) 17 ~ ~@ljl, ~ ~'TI@© PREPARED IN THE OFFICE OF t.::2 t;Z_ ft.,,.t;,,,, BONITA CREEK PARK S PUBLIC WORKS DIRECTOR t---,-------------------1 ~ 1.:.WJ:1n1C=©TTl!!ffl; 11f%F.;mJ1M§ ADAM /STREETER :' PRECISE GRADING PLAI\i CIVIL ENGINEERS, INC. ~ (!Y.'jjl~ ~ (;)\l!Jil D.P, ..J. 5. ' ~ ~ ~r,\ ~ l!ll!l,llim (Ii)~ ~ 17981 SKY PARK CIRCLE, SUITE M IRVIN!7fAR~ 9~7)4 .. PHONE 714•250•1540 ~~ l-~87 DESIGNED CHECKED CITY OF NEWPORT BEACH C-2 DATE3/16/87 PUBLIC WORKS DEPARTMENT <2 OF3 p..:.5125'-S ..._' • ~5) l ~ (Y) r ~~ ;: " , STORM DRAIN CONS'TRt/CTION NOTES: 0 REMOVE EXISTING BRICK AND MORTAR PLUG AND JOIN EXISTING 24" R.C.P. 0 INSTALL/6" R.C,P, (1750-D) STORM DRAIN BEDDING PER OF NEWPORT BEACH STD. 106-L. CITY 0 INSTALL 24" R.C.P. (2000-D) STORM DRAIN BEDDING l'ER CITY OF NBHPORT BEACH STD. 106-1. 0 INSTAE 8" DIAMETER S.D.R. 35 DRAIN LINE. BEDDING PER CITY OF NEWPORT BEACH STD. l06-L. 0 CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH I?\ STDS. 313-L. ~ CONSTRUCT JUNCTION STRUCTURE NO. l PER CITY OF NEWPORT BEACH STD. 310-L. \ 0 CONSTRUCT CONNECTION ASSEMBLY PER CITY OF NEWPORT BEACH STD. 312-L. @ CONSTRUCT PRE-CAST CHRISTY PRODUCTS CATCH BASIN WITH WALL KNOCK-OUT GRATE INLET -PRODUCT NO, 023-7166D OR APPROVED EQ'"DAL -BASIN H, PER PLAN. 0 CONSTRUCT PRE-CAST ASSOCIATED CONC. PRODUCTS CATCH BASIN WlT!l WALL KNOCK-OUT AND 12" x 12" GRATE INLET -PRODUCT NO. DB-1212 W/A-2010 CAST IRON GRATE OR APPROVED EQUAL. 11. PER PLAN. @ CONSTRUCT CATCH BASIN t,,,5 1 PER CITY OF NEWPORT BEACH STD, 306-L. @ CONSTRUCT CATCH BASIN 1=3. 5 PER CITY OF NEWPORT BEACH STD. 305-L. @ CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD. 304-1, ANTI DETAIL HEREON. (13)_ PROTECT IN PLACt:. ;,;® CON.ST. t'ONNECT/ONB$SEA/BLY ?ER t"/TY #.F N.LJ . .ST/J. 3/2-L. ~ CONST B"'/!1/.&'. 5t11'~'1IN lo/I"..!" fG ~.,,,.MOJ/E EA'IST. 8"/?1/.C: SULJORA//1,P/,P.E l. .. 5,00' , , LOCAL DEPRESSION C.B. NO. I N.T. S. ✓ ·( 1 EA 787 LF 186 LF 27 LF 3 EA 0_?@ 1 EA I EA 3 EA /EA. (OG.O L.F. 41~.E /. • 3.50' LOCAL DEPRESSION C.B. NO. 2 L/NE A A A A A A A MAIN LINE STORM DRAIN HYORAUL/C ELEMENTS ST.4.to.ST.4. Qzs So n 0f00.00-/l-8G.6J /6.4cf'S 00088 O.Ol!!J N9I. 31--2fG7.00 //.9Cf'5 00088 0.013 e1-G?.OO-Et-&J2.-; 7 i/.8 C/"5 0.0088 0.0/B 21-97.34-!Jf48.24 /0.0C/"5 00088 0.01a .fJt-50.58-41-tiB. 32 9.5C/'S 00088 0.0/3 4f67.!J9-5fG2.25 8.7cf"5 o.ooaa 0.013 51-GG.92-81-45.:38 a.9cf'5 0-0088 0.01a 0 V 24' 7.=lf'P5 18" G.2FPS IB" 6.2FPS 18" 7.!JFPS IB" 7.3.FPS IB'~ 7.0FPS /8" S.GFPS -©OOIIY!C© Ill~ @i);j)ij ©.!@TT~ t~@©k\, @l~'(YJ~:Ju;~ ~ l!llb I~ ((il\l,~) l¾l©•W~J TYPICAL VARIES SITE _,.._-,L',...,-=--~ scALc_. b-/"=_so· ------1--- ----... - HOl?IZ.: I".:: SO~ VERT. : I"= 10' RECREATION Bl.OG. SEt'✓EH PHOFII.E E,,F.f"Eli'IAIETER 8CR.M AN.0 Pli'OHINA.0£ AlrEAS. EX. .5Eit=C'T MATZ FOR PERIM 8E,l?AfS A#LJ P/?ONINAOE AREA5. EX. 3 :/ MIi✓. .SLOF.E. /8n .SELEC /At.PORT Stlli'F'ACE Aft1T'L (.SANIJY LOAA!)ATIILEflC /'/ELS ONLY. QUANTITIES ITEM QUANTITY 4-"P.V.C. l"IPE SCH. 40(tNCt.H-'AUp,fl/fl{k. 7,909 !b, J '"'--~:'.Y G" F. V. C. PIPE SC/-/. 40 I, 0~;~ 7i:'"\ END C'APS (3~ l'E,,PFOli'ATE.0 SUB.0/?AIN PIPE /UC. SC/1.40, SIZE PER .PLAU {ii) 4t)' a/4 HA%. @ PAtf'IE.s "r~-cc-'-,-,~+..;:::Pi,"'cc"'.:."':.:"'_.:-"="'c:""':c:,'$'·.E /Al AGGREGATE~ 5Ee OeTJ1IL. UNIT Lf. I..F. EA. NOTES: Samnles of subdrain materials should be provided to the-geotechnical consultant for testing and approval :in complj·ance with the design criteria as jncluded in the specifications below, prior to construction. Perforated Pipe Perforated pipe shall conform to the State Standard Specifications. s~ction 68-l,02K of The size of pjpe perforations shall be 01ess than half of "D05" (grain size corresponding to 85 percent passjng) of the drajnage aggregate. Holes should not exceed 1/8 inch in width and 2-1/2 inches in length, respectjvely. Pcrforatjon water inlet area shall be a minimum ,of one square inch per linear foot of pipe. Full compensation for the installation of fjlter fabric drainage aggregate, perforated pipe, and all other appurtenant work requjred for the completion of the subdrain system shall be included in the contract unit price for Jjnear foot for furnishing and installing perforated pipe. Drainage Aggregate The gradation characteristics of drainage aggregate should be such that: 1) the hydraulic conducitivity of !J.ggregate is larger than 50 ft, /min. and 2) the aggregate can be easily compacted without causing any large stress concentration at the contact surface between aggregate and the fabric which may cause damage to the geotextile. THE O.-'i"'.:"ltN..:10.E .:16GRC:G.t1Te" .!JH.<lt.L ,B,E .:::1 F/Ne: tlNIFO/f:M,<lLL..y GIUI.DEO GXAV~ WITH ML\XIMUM ANO MINIMUM 8RAIN SIZE.!} or 3/8 '/NO/--le.5 ANO 1/4 INCH.es, l?CS?e'CT/Vl?t.Y. .dGG- !fE.GfJT.e SHOt..lLl:J HL1V£ A .OURABlt.Jry INPex ~Q(./,![L 0~ Glfl=fJTeR TH..1N 40 ( r.eer Ner;-100 C/JL/FO~NIA Z-28) --------------------·--------------- • 1 ~ !t • • 1• !;HOINN ON 5HT. ''C-1" ..;,-, ,,,· k "-'!?"'o ~ ~ ~ , ~="--· ,'!rn "' ~ \ ~I f%l 8 l?OUGII G/f'APE St/RF'ACE ~ ,--P_R_E_P_A_R_E_D_IN_T_H_E_O_FF_I_C_E_O_F ___________ iAPdJ'.°0,)lh ' BONITA CREEK PARK e..r BACK BAY 0/?EOGE NAT'L. ADAMS/STREETER CIVIL ENGINEERS, INC. 17981 SKY PARK CIRCLE, SUITE M SECTION IRVINE, c~m~27!~ PHONE 714•250•1540 ~~ 1-5-91 R.C.E. Z4695 PUBLIC WORKS DlRECTOR R.E. No._j.2_ft9_6 __ DATE......3.--•.<...l.=.,ot:..IC....... _ __j DESIGNED CHECKED DATE 3/16/B7 SUBDRAIN & STORM DRAIN, IMPROVEMENT PLAN • CITY OF NEWPORT BEACH C-3 PUBLIC WORKS DEPARTMENT I ! i\ . I 1. 2. ,. l \ •,• 1 ·11, '---:, II C I \ )_' \ ' , l I 1 , .. : l ~ l il ._ \ r··-?1 ~\? ] :) ~;~ . ! j -1 -j . ;__• ".l :um S'l'A'rEMENT OF DESIGN COl-!PLIANCE THE. CA:•.:,:" omn;, ENETIGY CONSERVATION STANDJ\RDS' FOR ll0"1-RESIDElll! :AL BUILDINGS HAVE BEEN REVIEWED AND THE PLAHS -AND SPEi;}.PICATIOllS FOR THIS PROJECT ARE IN SUBSTANTihL COMPLIAllCE l'IITil SAID REGULATIO!l/S~,1 ,-/J /! // // • •/I ·---) · · -i///,f/ //,, BY: ~/ ,_/,:·_ .. ~·-· ·/_//:~~, ~<~/--:./~i/) --,-/ (,·/ 's./ • / ' ' ,,~-· /~/ CERTIFICATE OP COMPLIANCE PRIOR TO THE ISSUANCE OF !'Illl\L CERTIFICATE OP OCCU-PANCY F0:1 THIS PROJECT, THE GENERAL CONTRl\CTOR SFF~\,T. SUBMIT A SIGNED CERTIPICATE TO THE DEPARTMENT OP BUILDING AND SAFETY STATING THAT ALL WOR!( HAS BPr:l•; PE'1FOR!1ED AND MATERIALS INSTALLED l'.CCORDING ~!U J·[1E ' PL,,NS AND SPECIFICATIONS AFFECTING NON-HESIDEN'.l'lAL I EIJEnGY. TOILET HODtol ACCESSORIES LlN!WORY (L.) -SEE PLm-mING Dlli\1'1Il,GS (4REQ'D.) \-1Nl'Eil CLOSET ( ll/C. ) -SEE PLUHBIHG DHA\IINGS ( 4 REQ' D. ) rn.nrnL (U.) -SEE l'LUl-IBING DRA\-:INGS (2 REQ'D.) (1} SOAP DISPENSER (4 REQ'D.) BOBRICK ll-86 (:'.) TOi'IEL DISPENSER AND WASTE HECEPTACLE ( 2 REQ' D. ) ·-' BOBRICK B 39,14 (59" TO TOP OF UNIT ) (i_) GRAB BAR (2 P..EQ'D.) BOBHICJ: B-5637 36" LENGTH iJALL AllD PARTITION MOUNTED {,1) TOILE'l' PAPER & SEAT COVER DISPENSEH BOllHICE B-3571 (1 REQ'D) (4G" '1'0 'POP OP !TH'!') @ TOILET PAPER & SEAT COVER DISPENSER BOllRICK ll-3579 (1 REQ'D.) @. PElUliINE NAPKIN DISPENSER ( 1 REQ' D) BO BRIC;( 13-3502 (57" TO l'OP OP UlHT) (7J, Li\!!Illl\Tll TOILET PAHTITION (PLOCR l!OUllTED) {8). FLOOR DRAIN ( SEE PLU!1l3I!JG DRAWINGS) 19, i·'ILL STUD SPACE WITH PULL THICK BATT INSULATION \j' rnmRE INDICAT'.::D ( SEE SPECIFICATIONS) -;\ (U,. r;;t,GillAI\Y 5' -0" DIAH. ·cIHCLE (f:h. LAt•1IHATE SCREEN 18"x42 11 {l REQ.hD) iC~\. SEAT COVER DISPENSi::R (1 REO'D) llOllRICK , .. , B-221 SURFACE MOUNTED .. {[:\. TOILET PAPER DISPENSER ( 1 HEQ' D) llOllRICI( !1-686 SURFACE ~·IOUUTED 1·1.T\RBLE THRESHOLD ------------·------·---- I =ca I -,I) ·!. " ~J- ' -(() !!) ~ I I ' _ ." ., L.<,L-'<->•·S ,, -~•= ••~ u .. ..._._.~, ,.,i-u~,,..__.------.,.~-~-~-==---=_,,., ,,~ .-•"'"=r~.•~•-.~•~•••~.u=.=-<==~'~••..___,........,_~.~u~,.-;~~=-•••-=--'-'-"'--=~=,.,_,.,~.-.-~~~--•=~_,,,.,..,_.._.. _____ .. _,.,.. .. ,.~-_,,r ••~ • ..... _,.,,,.,.._•·-•~-~•,,_,.,,..._..,,....,...,_...._....,~,,.,, ...... _, •• ._.T-••• r.,' ,.-•. ,~• ,-• .,•••.'<••-«••---••c•··, • ,.";., ••-J: o·• .•~•a,•-• 'j !.J '~-----.,--------------------------' 17 ~.fl \, . -1 )'-. ·- -() I -~\) -=o I ti\ . ~ 0 -~{) - ' I . . I/ I / / / / I " I .~,' , $ JI ICo-O ·1--1 -------_________ .C..:C'---"'------------~':.~, --------------------------.,. .,... ~ I ,.,,II rJ'"1a-0 ,~. _________________________________ ___:;___:__:;c_ ________________________________ .• , I n 10-0 [. ,-. -;"''. 7 ,.. I , = "- ...,_ ., I co If> • •• ••••••H --,••"•• • <\?1' -·.• '\ ft ·)r .·:;· ·:r::·:;.•,,: _,1;J ·,.,_./, •~_ .. -,_--,,i•;:,. •••-·w •-~ ~-• ' , ... ' ,. , . \\,:t' :. ,·: ~. _,. " 1j t; I, l ' n Ii Ii !I II i II ~ .[_ roJ ., -·--· __ _, ___ , - - --- I \l} =o -I ~ \"I .. MASONRY SEALER_ .• .. ,. Wa t_e_r_. cJ.e a r, _ n o_n-ye_l J owing, __ non- flammable, water based emulsion manufactured as·,n anti-graffiti coating suitable for use on masonry surfaces and conforming to the rules for control of organic compound· emissions adopted by the air pollution control district in the air basin in which the sealer is to be applied.\ Rainguard Productd Company "Vand 1 ' Guarij," Conneborn-Contech "Sonoshield," or approved equivalent . . APPLY TO ALL EXPOSED EXTERIOR MASONRY ' ,SURFACES PER MANUFACTURER'S SPECIFICATIONS. -., .. _,. L~':'.:~ .. "............ . . , ii :1 _____ !: ii E ;~ C _,.I • i:,::: i Ee'.:\., ,I_,':\·• 1 "• I ( "1 1·· ',. ! I II I II 11 i .. 11 ' 1 ,__ -5C ;, I t' : ¼, -., I -o '· l-----------------------------------------------------------------------------------------------------------------------------------------------===='-./==· ==··=-=·=··--=•===·=·====·=·"==-----~=·':::'='=•·=··==·===~ ii -----,.1 11 11------.. --· -. -· _.,,I~ ----'-·,I.,...---------> r i i i i i I I '1 :I (ff ----'---------------"•:I- I ' i; 'c I • I ! \ I -I ID I-L ··------·-()--lL .._, __ .. __ () I g r~--•.y ----_-------~12--__ :=-~=----=-~ -----==- ···-•--_ . _, •---·--c·--•.. 27_ ¾&•'"· .•, .-,,_-,,--.... -•-•• ,, __ ,r_--c ____ ._,,,". ·.••·"'"""-·-~~-----. • .. -·--···"_.::::. ,.---::_:-'.._-~-•-C"C-=--=-= ... ~.~ .. =--·· ·=-=-.. ~--=--~-C-,-C.=-·=····=•~-=-=•-=•":~-.. ,. .. . .. -. -~•-· ........ , ~--•-;:,:C,, •. • -. ·-••. ----.. ,--.~. •·· ~-.• --r.-=;, _,._, -~·"'· --·• --'•·=.:1.--.:.:cc, · ·• ·---·-:--·· i. f -,-·--,· • ~ ----·--·--------- -,-_______________________ _, @--·----I i--- \ -1---------<}» --c11c.., I If--------.... ---1========="7.I - ; I I I I-'---·-··. ------. -.. L "\ly_J ,___-~-----: ------~= ----r .":C:;".,..,,,o-"'="'""''"."•,-•··•,o·•c,·=1e=.te•:'C ,-~s•.~c"•.·-,.,,, ·, •·~• '""" •• \ . . •' ----------· I ·-·-. .. ._: -~ (_.) 0 _J Ill = <;f" u_ -I () tr-Q. ~ ~ MASONRY. SEALER . · _· ___ j/a.t.er .. clear,. non,,.yel.lowing, non- flammable,· water based emulsion manufactured as an anti-graffiti coating suitable for use on masonry surfaces and conforming to the ru 1 es for control of organic compound· emissions adopted by the air pollution control district in the air basin in I. which the sealer is to be applied, Rainguard Products Company ''Vancil Guard," Conneborn-Contech 11Sonoshield,11 or approved equivalent. APPLY TO ALL EXPOSED EXTERIOR MASONRY -_ : --1 _-_-_-_-------~--[-; _"_-..•.. ··•-•··-----'f--S=U~R~F-AC-E~S.c....PE-'.R=M~ANccU~F~A=C~TU~R~E=R=' S=SP=E~C=clFICATION S. _ FIN 10:-1 FL.CC,:?, ·---·--------------·--. -·-·-•-.---·-.' •• "1, •• ,-,:.:o----···" •••------•--• ••••••• ,__ --•••-•, -•• ,.,_ • •• 1-______________________ , _____ _ r •------~-,-.. r~~,,.-•~,-..,_.,.,,..,._.=__,,,.~-•--=..,..,_,.,o==.,_ ___ ~..,.......,,.,...,, •. .....,,_,,_.~~....,_,,,-.=-c<>a;,--"'•<r~;,.-,a,.,.,.,..,_·• .. ••u--=~=-•-,,.,...,....,.,,.,....,_,,,__,..__,,.T""""""j'•••--....._'"'.?";~-"';"'""'-:'-'.;~.-_ •• ----------- I 1, ·: Wl-*;~11;.1~·iii1 .. ~i::·-·! ;:,(11~n\l_;L_ r::, 1,!.',l,~f"!W,H,)v!\W~ .::;. ,i,.,1-·, ,. ~1,1~ .';,,;;. ; , , _,;J, "',,;1~1,•11~1::. @ @ :I :1 ii •, I /4» I! '':·-·-'···--··,--1/ •. -I '.1'"') /\ [' ')"/" !{" '-' _,:] ·~U •\ :, ' 1 I •! __________ ,, --i I I .I • . 1 '' I ,, I / I ' -- ' I l i ---1 I , I :i:::..= ' ' i ! 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F r,o\/ IDL. 1.-,\.0,.,1<.I ~,!G /Vo SHOW r,1 1\1'--JD /,-1· i~·1tr:::-::;p;\N OF 01/l:r':l·l/·Hc::. ---·-l. .... :-..... -"· ---·----------·=:·c:,-_:""~----::·,--:-, .... ~------:;;-:: Ir 'I I, . -J ' -- ' - • • . ---------·-------------· • • . . ' . -·--·----- I II 0-0 /\COUSTIGA,L CEILl1'h:J:, l·ll::;1\V-( DUTY FLU5H ALUIVL rs, IT DD0!'2 !Al/ !,-,II f";;[:_ GLJ'\55 ' -----,,_~-"=-,-________ •-= I -'-·-r----- 1. • (. l!--i ----+---'---4,1: + REB-",R EoTH I Wl\'(S EVErc:y 3f-D -i - - --· ~~~~B2,J~0!f~tD1G, i ' ' E)(P;\NSIOt"1 .JOIHT f"=-i i ~~, --;1 1---F 1:;:;,c P lA.J It',! t.,"Q v--1 I t---1 -p . .J_ u 1--1 . r= rz1,r~·1 E i ___ ,,j I J ·, ' ' I " = i 11 'I ii J ij•- -------··---------·---~- I\ /I= =~ I/ ' I \\(1 I --it-<-- I 1' I~ " I / \ I ·. ,/ l/ \! ,/ j _,_.,._,,_,,....,..,,.,.,.,,....,,,,.,,,._""'"""-•-" , .. , . ..,-,r-.n.,,--::,-·,0-·c· cs~.',"'L--=.:,:,:,;:-_,,,.-,,", - -g 2'-d .l .. TOILET PAPER DISPENSER (1 REQ'D) BODRICK B-6 8 G SURFACE MOUN1'ED tt ri----••·•-·------------- :i 11 fi 'i I ;; ' 1· ,1 ! l, i1 •·\- '1 ~\J :1 _, N 11 ' . ti (j ii - ' ('I 1 0 :1 . ·vJ :1 _, 'I = ' ' 'l· _,. ii ,, ' ., :0 'ii ,, I :1 ti) ,' "~~-·-••·" I OFE t{J t;----~--::::~z✓_=:"s°""'-···· := __ s=:_s~ 8 '., / / 's ' a I 1 OPr-M 1 ~7E· --___ ~ ~--_ ' .. ·.'_· 1 ; PA.S-5-THROUGH v-HNPOl,J :~--~·---L====:::.! ~ _ . v,J/ 1011 HIGti" 21-" Nll'.JE. I :;::-:;;:;=::;-;::=:::::::'-->------' :SCREE.NED OP!=f..Jlt-lGS I • "---•· IF91 §[Et==~111 I f-----~;L PLl\'CJTIC l.../c,J-111'-IATE I --f ' -•• •• • ·· · ----..s=c O\1[::I'~ 3>,/.1-1' Pl-"([.,,Jaap 1/=11CT'~,/=1 ·r_ 1'~~~[i::ffJEP01.:·~1Pu~i;_: ~1" tcca, "j ~i~/f:Tf,.,)1~f.~~I~~; • , ,I PULI..S AS 51+::>l.,-iN,SUB-I [vj IT sr:::iP PR!F-'::C,'0 !------------------------------------------- -1' (---+---411 l(IC:!'.5f;1\Ct:, T'(R 1 11 ,.,, ...-,II ,..,1 o·' .-,i QH 2.' o" c'.---'-?_-_o __ ~.,.-~,!;)_-~:.>~~.-----(~-,, ~----, ·,, • -1, -51-JELVE:.0 ar-·l PLYl,,.JOOD 1,,,J/ 1-ON ALL SIDE'-3. PROVIP2 511-ICO t\l.,al,IG r-, l--.,,. -~-""1-\ .... ,.,. :·1·:i·Gc= l.,.. -/,T h!ALl-FORt~IJICA ::;,Pf-..ND "<:0.?J&I FOG, -· . ---' , , ,v _I l I/ I\ r···· ' = = ./JI ) \ 1 I '° ~ I...__ . [)) j '. ....__ / I .:;-I ' I ··-,~~=r.~~-----.... ~ -I .-..,.v. '-"='==--v 1•~-~-•-•• -~ II I II ,, I II 3 1 __ 2 11 I II ') --~~ ?.-0 ? G-·t ::,-c; ' ,:. I ' , , . " . ,· ,. ' \' ~---~----·1 <---PAINT ON I GYP. BOAf?.D, 17 1 ,.,.1, -:J :1 .· •• J '.: ., 1 :-:-·:·• ~ ·:,.,. • '"1. ;_s, ' " .'.~'_-c,;•,:c.1,\ -'., ~:"J /\ r:·~---: ~ -~? ll .; ._;: u" ·\ I ' \ ' ~ ; I -: .. ~ • i ' C, ::i .,i l (, ! . 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STOR.AG TABLE POLL..Y TABLE '3 To f{/\ E - GE _J [ ___ _ ____ ] ~-----·-- _L_ __ ~ -;r---------------, '1 I I.._ I I ,.-I I I I I --~--·-··-~---· C(JPFEE 13Ar~ DETAIL 0 T;\BLE 'STORAGE DET;\I L. I I ·-0 ~----_________________ ---------------------DOORS ------+--·----·---·---------1 .. ______ , ___ _. ____________________ -'------· I . " j\ i \ I , l Li __,,.,...,._ / , / / I I I ~ ' \ \ . \ ' . I . -I~'/\--[ / \ (1- / \I, I \ f-, __ @ ., :0 f --------~ -0 I -ll() . "' N ~() -l(Al--Jl,JEE.IZ S2/\L}\H'Z Wlf'-li?Oh! -· . IA!/ POtE OPEF?.,ABI.-E. Uf'-JPER- SCRf.::.[?..f'-J i"USH 13/\R For-'. uPE:-P.ABLE PORTIOt--J, FIKEP 1,,-.JIRr::: 6l.?<SS LALUM p~E. PP·,li'ITEP (FP-A?:EE '}t= s~:-1-O) TYPICr',1- ® . ,, l \ .L---------·-'-4""-5-0-L-IP i:c1-r::=. i:::,a<?[< v--J/ L,.\H I ~!ATE FAJ::A':· (For<M ICA 13RAl'--ID FOl-1<.STOt--11'::. '" 427) (j) I I DUTCt- 1 ooof?, w j5HELF i\ ' ' ' I ' .. c·; ---·· Y'-. ._,, •• -,-"""' • • • .. c . . _, •• .-:..:.:.c--s,~._,.,,.= _ •. o., -·"•·"' -,· _·,::--c •-c •u,;•. '"'--·•._, -,--·-,-.· .c:.,-cc-c.c:: c .. =-;·c_· .. ·•-· .•• ,--_,,.._••ec·,, ,,,-,·c<:. -~•:·>""-"' .,,,_ •• _.. ·c·,-·c-.~,-• ·.c· • -~~-:-.""-"'"'""-"'~C-•-~:-~·-:~· c.· • ' ""--e ~,-,---•• --= -~'-· ·: ... : -•-· 5 -• .. __ " -~~-J " , l -- Ci UJ .. . ., " (;i ' ' Ill " . . Ai'--ID COLUMt--1 C0V~R PAit-.lTED (FRAZEE,;:~ 54"1-D) TYPICAL I ALU1"'1, v,.Jlt-.lDCJ.Al FF!t\t'-<'JE WI RE: G-L..,ASS [ l<AWl\lF-eR sEALAIR Nli'-,!D.?N -··· -~~~--~~!~~-~~~~l~,~~[~~Stfi~N -------·-··"••--"•-----:i-~ ,-. - l FORMICA BP-./,J,!D (Fi?l.l<.5TONt:. <it'CJZ7) L./\M lf'.1/\. Tl= 0\/E\'?. 3/'c" PL.11"-Joop DOOR'S, • •·•-'·'"''-·"•~•=-•--', ,_. • •, ~ • ',•• , ',-.·,·'-'•·•••-"'•'-•'~'--''·" ! ,, J ,, ,. D l / ,- I I ~ I I ' I : ~r 1;1 ·rz"-./..---- i/ . / I \ -- CD F"USH PULL CL.OCa!·. r !. 10 '' Hi'c:;il--1 i..'..IL-'..:'.,1-"L-',:r 1· ® I F~:,s,,./c~r;:~ Lcc.1,~ ?lt?I ., ..,,,. •·• J ) c.' ---•-;"-:·::.-,•,cc-1:? 1 '/--:, r--~ 1 ,·, 1?::.;1 J'l"1··-.. ~ .,,. ' "•, -; -••---. • -m I. ® 1-E. ',IE::::, LOC-1, <:.. C;;;,·1,::i: "' !- I I 1 1/;;i_ r--~ • 1 c'. ou·1--Y'o ,1 t~•1•,~0·•0 • e--,/' • 11 1c::•-·( ~1/--, C?:D I ..::i ::::::i1 -d.._.,, _,. -~-· •-• c.·-1··-·p1 .. i'..::,, '''ULL"::, --~.,.J ,, • .' I / - -l"'v'-.C::it--1 tc:T I G 1,.../.:'," ,c H ® --·· '.__:.. !::'... ::.]\ ,..--'i 7 f?:-.,f--.j IC I-\L, tc~r.'.) 1---V', I-'.!"' I '/J_ pp, I P~ BUTT".=, 1 (Q) ~Ci,::_ '?TOP I '/:2, P,A1t:e'. I I • r-:;LJ7·T-.:.., C\_oc.2;;p-_r-:? .... I ' I ' ' \ ;\ ~ I' ., I I I I_ MFG; ~!EM COLOR Rr:MA~~~ . lp ""I -TILE I P· 1-1_ '2'· I -4 '-o' -__ \.,_-lroL. ~! N~:or ~r; ,~,7_,::: r:: 8 A-z: 1<-· fci1 '1) &i -- I F P-/-\Z~f.'; (I~!<. ~1,:r7 I ] I Fi<AZl::.E (I, 1\2 ·· 1<~ ,-,,·17 IJ I I ----I I I I i I I I _I I I I I 2. _DEMISING WALLS -::( SHOP DRAWINGS TO BE SUBMI'.l'TED TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION ·(T'{P/C;\1-) '' r.·~ '' ' ~ " ' ' ,-, ~ T" i '' j ' ,,. ,:,: (l f) ( J ' ' 'J ,J ,I, I I J , l n ,. :·; i J ,-.. ,: ,. C ~· --(~ . ; ·.: ; ' (!)) ®iJ "" ~ C r; • ~ ~ \\ ~---Ff:L T OVl;f?, PLY[,.,_fOOP 3/.:- ~---HIP/P..IDGE FLA5Hli'IG I ••7 ' CLO"'-' 'l""E ~----""' ..,Jt,.. l'- r-f/',STEN f:R !, ~l ,,., -.:·' . ~ ' '' ' ::~ // • ··~.·- ./ ~~- /' c--, ( < ,·,.) ./-•• ••• • -Rit:'.> C-C-Vt:.i·.:. /\--< • -5EAl-Al'-J T /.;,,/_ ·--·PA!sJEL (CUT If 13END l ~i 1 IN FIELD) I, 1 •. '( -!-'l?P RI\/ET " •••••• 3/,r PL YhlOOD t,.-J/ Fl:LT • · 111 E'::,·•\T'i"Ei'-.1 0) Ii' o, C. --,-~ \r - ,, - I l! , Ii ' ,l 11 <,i',, I 1!• '----.. ~; < \.X Ii~--- n C.r, •~,,I'-:: I' ... I)11 ,,! 1: _,,...,, ~..,. ,:_, - ~.i-_____ • __ .,-. ,_•_ --•·••---•---•~'••••---~•c;T,.7'.·;; •• • r•••---•""••·,.•••··•-·• •'"•• S··•• ·.-~ , /,,.,,.,..---·---,.v-··-··· ··-v..,,,,.--------....... ____ +·"'-·,,,,,..,-------- /"{ ( □ ." 9'-10~11 ~7 ( \_ • ' ",----------------------1-----------..· )~ --- 1 "" I ', 'c, I I I I I I I I ' ! • v·· --''-.__,,----~ hj , < 10-1 11 ,,-( \ / I II 10-1 I , I/ I ' I l ,/ _,_/ _· _..,,_ ) I -r i .! I I I 2" 10- I__,// j ' II 10-3 • / II > Ya/J SLOPE~ (TYP) 7 \ \. I ! 11 10-2?'2 (TYP,) I I) I JI SCALE'¼;"' 1-0 ·------·--· ----·~·-······-·· -· . -· . ' ,, 10-2 7r(- ,/ .. __ ,L L.. ·---+-..j -~l- -17 I 1 I I I 1:z1--ct1 TOP OF TYPICAJ_ ;\T 51-Jf::;'... THING CORt,J E.f-a:1S ----~--=._...,. ______ r1 'I Ii i1 I ' I ! i1 I I ii :I ! ' ' ii ! ' 1 ii :_1 ' i 1 ¾It 10· 2 I I I I I I II ,;.9'::::-::::l l'::::,::2 __ q=-::'.l:::'.:0:::1/~il!!Dll SCUPPER P0v,Jl,J5POUT ,,">u{ (TYP.) \\ ii ;, ., d t1 I ,, ' " 10-1 10-0 1 ';'' .,-: 71/z I "-: '5LCJFE (TYP) 1' 16GIS Vori K::rtn.2n A~nu~S'Jite 201 (7H} 660-0164 I' ROOFING SPEC.IFICATION: ,, .02 Mcterials per 100 sq. it. of roof e:oa, !I ,, Sheathing Paper -Wood Board Decks Only .. 1 l2yer ii ,, Fells: II As nailablc base-GlasBaseT" ........... 1 layer :' As vapor retarder-Glo.sPIY:0 Premier i] or GlasPly" IV .............. , , .......... 1 layer : Insulation: II Fesco® Board, Fcs-Core0 , UltraGard Gold'" I or FescoiE· Foam ............. 100 sq. ft. per layer I Bitumen: Per Felt Per ln::;ulnt!cn ! Incline Type Ply (lbs.) bycr (lbc:.) upto1" 170degTypell" 23 33 1" to 3" 190 dsg Type 111 23 33 3" to 6" 220 deg Type IV 23 33 '-i •consult the Manvilb District EnginNir regarding projctts in hot cli• '. j mates. !i , ouru:a: ~Pt:c:r1c ... ,r.c~,:: Tap:::rnd roof ln.sui;,;t!on rhc-'.I b~ T2.p:irno a3 rr:~r:ufD.c· ttJred by Super "l<" lndustP.:::G, 5ZU:J N. G::nc::;c3 Ro~d, Flint, Michig.:il ,:C5GJ (313) 730-!?5SO. Roof decks Ch.JU b c!:;2r.:d cf ~11 d::'.;ri::;, !::i'."Jpl cl:~·n, end dry. T2pcrcd roof ln:::u!.-_'.'on (Ml" clcp:> per f:::t) (114" c!op'.l pr fcJt} con::i::inG or p;~-cut p:::n2!:; er To.p::r!il3 bo:l.rd th0II b in-:t::!lcd. Pr.,1c:fs :::I:~.:! b:, ,' rpp!i£d to d::ck cut c:d:> down, in r,:-::,r-:r c.::-ql'.::inr-~ to build n continuou~ .:lc;n from c!rt::n~ to w.:-:1!J er to w-vcr::a s!opo, o!I .::cc,:,rding to in:truct:cm h:rni::h-:;d by Iha in:ul::tion rr.::nufcc!Uicr. Sl:::cp c::;;h~lt d1'.'!I b • u:cd to cdhcro ln-.::ut;,!i:n to dcd:, :.:is r:::::J ::n b:::lr;c,:;n : '.:Jl mu:iipt:J l:!ycrci. S!r-.:1d::u-d dwp t!rtv:inJ'3 ch:!I to . fcJm::::hcd to tho rco:-JnJ ccntrzctcr lly tho m:,:·:ufr.cturcr • of the insu'.2.tlon. F;,:c~cryr,~utl.!:: l r:-.:::t:::1:.--:1 rcqu1rcmcn!s ::!1'.:lt1!d b::i _t':d/"11:rr,d to. 1/D" t:-;:::;:;r (~ . .:i p~:ncb 2' it t.'J Fnnol O t~p:m:; 1/4" -1/2" Pt.rid 1 lepers 1/2" -3/4" Pcm-::1 2 t:Jpcrs 3/4" -1" Pcn:sl 3 ta.per:, 1" r 1 1/4" I I I I ii ., I ' I ,) ,, I I I I I I I I L'.=---1 I I I I ----------- " . . "'' • . "-.' .;:r ,,r- 0 --- - -- ~ I y:,11 ,,,-----IO •• 7 -r __ -", I I , -------------, / / /// ·/ / ,- / M E:CHAl'-1 ICr"'-L. DUCT -. ·------ 0 0 0 .. /. . -· 0 0 " "" • • -~ ,,...., ' ' ' ~ 0 . D 5EE. M!=CHAr--llC.1-\L B"4> MECHAts,JICAL DUCT I WALL HUl'10 ~INTED TO M)\TCH LIGHTCi, -;i -. . -• c- , --' - I - 0 . ..... J I I I I I I I I . ·1 r--_____,, . • I .------~·. --~ 1--- 1 I I [, I i i'l£-:'.C11''./<'( G hJ I !'.:iE. 5El''.llf::5 8·1· ----·-----;-) ,,/ --,----,-----,----,------,--- I . . / "o . • . - ,--1-•Jo ,. '1-» c·r•-J 'IG' 1~1· ,~-• I r~ ;'.:'4J"• , I \I"·• l J r-·✓'"\ 1·-•·r · r,1 ;\,": i·~o hJ , :~ LA~-1 P. 01::: s,:;.) UAL-, I 0 0 I CElL--1 l"-....!G r-=11\,J !'.:)!--! r~·:::3 I I _, t'! ./ US cy·p EXTERIOR SOFFIT BFiD l'·: • .-_J OJ-GYR BOARO CEILING I i I I I - , // . / -J~L- . ,------•. ----------- , -~~-. -. . . . . I L ___________ ___, L___ --------------------+ REF-LECTED (::[~IL-I r,JG l:)L __ /\J,,_1 _ __......_...,..,a,,.-,e.·,~•»,;,~,~~ ... ,;.,-.~-~,..,,...-.,__,,-_,.,..,,,.,,.,,.,.,,.,_,,c .•, ."'"•" ,-~~or.~·•,e "" •••~•,,-•,•,_,-,,,1 ,•• ,, ,.•,• •~• ·• . .-, •·•-:: ------ LI~ 1-1 Tl f's lG F'l 'x ---Ll 1==> 1=-= c I._'? 1 ,, / , I "-., ----0 ' ., !1 D- o j°x.4" FLUOR.ES:'.'.:E1'.IT 6URFA.Cl:: Mf\JT: : l°" S° FLUORF-SGENT.::.SUP~e\Ci:: Ml'·{f" ;j REC[-:.S$ED ·:i :! VEt-lTED Sl(YLIGHT 1°'•1~ Fi'!CL05EP P!-UO:~E.5Gf:MT c\.,.1 •. '>i,1'J!IJ./.I_• l,'•.'dci)li)c •• .,,. r.; • ' ., ·-----~ '..,,_"," ·--. ---• : ~ . ' •·, !.' 1,,_f,~i,I', ",,. ,, <!;1,')f,' ,r·\:·,!; -·---. ~-· ··--· ------~ ---------------··•-•-·-·-· t t,r-:rn0VE0 •. -. - I •••• ._ .; !j ;:_~=•""""•.,..·''"•'='•"""''~,-,_.,,.,,_:,..""''"""'""=--,--•~-' ..• , .. , •--·-·~ •,c•,-•o.<.,-,•"'.' ,.__--...,,,.,.,,..,,.-.,,,,,,_"O'l, .-c.=-::,~c•-'-"-,.~ ., '"•'"-"'·~=.""• • ' r .. ·;.: -,; ·:.,.-,..:_'.i:_:,!'ii1~:·~T~': !i :] !--+---1--------------1---1. ~-----,.D-... -••~-. -_j -i,··:··r-r''· ,---•,--:,\· ~, ' -·::"t (7,J · IJ"T" .-, -1.?-,,,7 i h.c .. ·,.,c-. • ..... • • , .. , -~ ~--~---,i i-o-r.r-c:-1---□-V-I------D-E-SC_n_,r_TJ_O,-l -----.'-:-cr--~·o-:»I·. DESIG1•iii'---r~ ,-,·,-~, d'[: ,,c;1,,r,n;·(,.,. n:: .. , ~--~,. · :-· --;···· •• !J t1JB B iJ§ ~"t..~t~ ~ L!:~ u !.1 •. '. ,-,.:,, --------~•-•-·- n,.·. CHECl(ED Df,TE FUOLIC '.'.T,'1 .. ',:1·,, o:c,\'lTi.lC:i ff • :::--: -·:. G" , REVISIONS i! 01· : , . 1 • -, • _, .. -.. ·, --·· • ___ ... """ ·••-• 3 -~------"' _.,_,_,_ ... ----•. , , _ . _ ..... __ .. ___ __ __ . • '' "' . , . •-£'-•"-"-_, , __ • _ .--;·, •• •• , •• : '_,_•,==·~,c-=--=>."O•"'=.r.cc:.,="--""''-""'=-~•~,-,,..,_coo""-~=r,·c,,,_,. .,,._.,.,_.-c.... -.. -• •. -·-• •• l:_,l_[J•;;. '"' ~. . ' / -, I J I L . COl'-lCR[:-TE SLAB+--+--'>'. - i"1ETAL vU ---) I I ' '' I ' I i I I ' ' '' (0\ -\_2,} ·1 ____ L _j [ ~ I EB ~ ---__ ,.,,--.. "· --------~ ....... ,, I I . r~-~-·---~--,-· \1 I • • ----••• ' I I l ~ I ~ DATE BY ' ' ( ' I, i ' I ' I i ' I I 1 I ' i i . ' 1 I~ I, @ EB /[J::,\ \3.,/ ~ ' ,~,., 7 I --~- \ tf,1:::;'\ \.'.i.) K ~ LJ ' INC\ \_'1} @ @ ~ vV _,-ee_-_,.---~-.---·-=·· ,, ... ,,. ,-, . .,. .. ,---~.~<-· ---.-,---_.,,.,. -c--:-·.--::·:· DESCRIPTION - FIFEGP..A''(- I/ / 7 ~ \ ® /WC\ 'v::.) \ _bl"lETAL THRESHOLD ------"..,r ®® I~ \. 4) " / r--•, '; i I·~ : : : ! : l l ""' ,---.1 r·:, -, ' , ., I\ "1 • ' i;:_ -• ' .. . .. -·· . ---.. ... --·····"'•'"-'~•--.-.,.,-. I i'\PPROI/ED :: --' -a>.vJ. )! tJ ' i ' ' . .-:_~··:"._"'~..,_ .. , . ' ti .PUt:.1.!G \':c:"::-::~ r: 0 ;;c-;·c :1 ' RE. t-:0 L:f'.OC 'i: "l-2..7-r.? -!' DAT .. I i DESIGNED DRAWn ,, APP'□. ! (,r 1·-:,1 :fi:O rr:~-~~r?f~~·7 ;:r·;/\Cr1 uli ,, '<PJ w"l'.a1.J"' c,.y: .. ~ i...,.:..,.~"•il,, PUBLIC \'/Ofll(S DEPARTMENT '\:,;· ., :: ,, " ' ' " ' Id r I :J J ,., , d I ' J -~, I :: ,i ,J • ' '!tiJ 1P.j ,! ;, "tij ....... : l'..Y1 . . . ---, . i ' ' • I -- ~ May 20, 1987 DRAWING CLARIFICATIOll Bonita Creek Park Job No. 85-110 Subject: Storage Shelving Pantry (Room 109) ~-Provide.shelves at 18" ap_art -at 6" above the floor. Provide 5 shelves. Rear nhelf is 18 11 deep. Side shelves are 9'' deep. Equipment Room Storage (Room 104) -Provide shelves at 18'' apart starting at 611 above the floor. Provide 5 shelves x 28 lineal feet total around room. All shelves are 1211 deep. ' All shelves cire 3/4" plywood, edge banded cmd painted, mounted Ni th brackets to ,v'alls. Refer to elevation 12 on Sheet A-8 for atypical shelf spacing. Please submit shop drawing to architect for approval prior to construction. ' :1?.11 J,,<.l/ D •-~----~ t,: ,~, I 4 i-----:-' 1.211 N I Pr-6 HE l-YI;; 1;;.i ~c c::::,· L-1'FI \/[:--I ,.,.. ... ~ • _.:.~==r--== 6iH=f=T ------4-1:31 t'::,CJl"? ...,..,..,.,.,,_, I 0., I~ > ~fl-L ,- ···-. . ~f .1, .-,;t 17.11 1:2·~. :'>I ~~'Ts I,. a 2 ' EG)IJ I p,vJEt,rT 6]~9t?L~J!::=F~~-t1/ 161 ..!'I,_ .r . J J J .I . May 22, 1987 \ I .It I I ., ' '·' I I J. I I ' I I ' i ' I I ' ! I I I 16° !NIDI-'6Hr-:!,YfSt.3 ,,. -. A-· r,I f~l:/\!'-i: OF t0\N·rRY. ·-r:~,--,--I'.' ·-~~ _, I~ ~T;:qn NIDl= -~ Oi'! EITr 6HEL'/i:::S I f:::r~ '6\Di:: ,' Cl,:• !'' .. f:)Cr :?P, 1-0::::/'iTICi•·I --. DRAWING CLARIFICATION Bonitu Creek Park Job No. 85-110 Subject: Kitchen Floor Finish Kitchen (Room 105) An incorrect reference was made on sheet A-13 to (VCT tile) in the kitchen area. The reference should be to {paver tile) as shown on the Finish Schedule, sheet A-10. . 5~':f::' <Sf·H::f:::T A :0 !'"~11 P.L.o.::f'. F'I-/ ,l·--J, 11 • CONCRETE SLAB - ~ ·L META -., ~ . <cl MET/ L THRE6HOL I? " I I -----. . .. . .. . I-:-.. ---·--------- n:B\ ! ® VS-30-1-JAJHl"rE , ~ 12''" 12'' TILE Ya" TH IC!<. I ® YS-2"1"! RED ' / '. 2" NIDE FEATURE. 5Tl'<-IP I: '' i ' i ' I ' ~ VS-30Cl !3LJ\CK ➔ I ' ! ·12""12" TILE 1/r.s" THICK ' ! ' ) ' '' ' ' I I . I : I ' ' ' 1\ ' ' CONC i':.t::Tf:'. SL-6,B-:1 l I' ' I ii ' I L '' ' 'I ' ./ I'\ '' i (f.J). ®\.V ® ® ® ' r ' : ' fiJCI i ,, w "" i / " ' If /w0 /WC\/'-. ' ' ' w I \:,_J I ' I : ' ' ' r-I I ®® (He\ \.v \ L ___ - - . ----.. . ·-. ·---· --. --· -· L..,._ ---------' . ., . --·-- ' , L ~ L ~ L_ /WC\ v® \.V ~ ~I I '7 ~ "'-i / - . . - -.. . ... . ... l /If" ... -_-_------_ ... -----------~------·--------· ------~---_, __ ""--MC\ // THRESHOLD/ I \V . V ----v-. .... ·-------------·"' . --;... ~71 P,-'-\Jt-,JT cJi\J CM U f GYP. 131".D l~ I I ® EB J, I ' -r ~ \1_,/ , r- / --'l ------. ---------·-----,_ . ... -------------------' / .~ ~ 0 .ri l(I)vs -so.-:i BL,\CI<. -:~ n::B\ 4 JZ11 x1:2'' TILE 1/,3' THICI(.. I IT ® ® I/FC\v5-2"1'"1 RED V 1\.:tJ:2.11 WIPE Fl=ATUl'i'.f GT/ZIF' ( r'Fc\1/S -'::, L'•i-' [A\ HITE ~z.11,, 12:' TILE:. Ys" THICI<- I ~ '-.?:..I FfNl.51··~ PLAN - I ti I \I SCALE' V-1-~ 1-0 ----- . (FC\.01' 14'. Ci~ \:p_J: ... ,. "'-" . '" Mb \J_J ® - ® (WC\ ~ I T I . \ (~\ \ 'Z.. J ~ r MC\ \3.,) ~® (h.C\ \.V ~ -•-°7,c_;.;.• - FIFEGRAY- ~ "' // V I ' )i / ..... -- 1\-;; ___-,r ®® '/4.i2.\ "4__; " / -v ./WCI I \J_J / I ® \ , ~ (WC\ \JV \ . MARl;:,LE THR . §_,ME.TAL THRES ,· , !:SHOLDS HOLD 'I"'" 11 ( I !" ! 1 I. Lo l,,---, ' -:~. I M ffi[. llil P/ -ri l~~~!c filly I ' I I \ ) :j I ., ;j ' ., :i ll 1 n ,: ;1 INSI0f:: ') '\:-- ' ' I • 1 ' . i i l j l /I 8 PLOCI<. BEYOND INSIDE: .,: 1f:~>Jl---l ---L"1lfs'.r:=. GL.t,ss -·. , -''1 ---l.J : 1 OUTSIDE .,ll I ll SC·· (.1,; ·.::-: l -0 _,, ~-, i ,... '.:~ l -· ,: ' ---·' ,-------___ ,, ____ .. ' " l: s II .,_ ----------------!, . ' . --->------< • I ' • --~--•-••-~--•--""•"•••~ .,-,-••••-•-'••••' •-• r_••· ... ,'.a .. c-=I C: . .C .. ,,,. ,,.--C-_•-__ -o-,"'"C"C:--"-==-"'.'"<"-•"-,c••~••-•·••c•-•·•~•-~, _··-••-• .,,,, •• -••~•C••-~:;,o,._7,.,..-;',-.=,,-,-•---==~--,••,•=~ 'J -cnginoercd for P2nif!::}: Bi- fo!cl Door System. \'/hen final .:idjuc;tmcnt:; nro m.::dc, pivot p<1net tur,por~-> cc11inJ track, with' full weight of docir~ re.sting on tho floor. Door ln opsn psition rotr:tin!) around b::ittor:1 pih, v:ilh itc. weight nctir.g cccentr!c:i:ly, tilt fon.vard. Ceiling exert::; dc·.-.n- \'/,::rd prcssurn on th<J wocd gmund 2.t it::i hc::id. Pivot pGncl .::.nd pins form a rioid column m:tcnding from floor to lrnD.d ground, with br.::c'.rnt:; nnd pin::; uniqUE:[y do::;igned to minimize movemenlc. ::i.t ccr.nactions. This cnnir.ccrir,a fo:::tur J plus our suporicr hurdvmrn ~y::;tcm c!imfrrntcs totnl dcpc11':!nncG on ;:.crew--, .:,nd 1.'.liL. a-lNAL L ,6,l',JGLf::. M/\11\l f<Ut'1N'.:cl( (~J ... •• ... ;~~j • • r ~ ri '""" •; . ,: :, ~--\~\; ' :i ll 'i 'I -----! -, ( I ,· -: " , I u _, '! i ,, ' ,, Ii 'I .j I i ,, :1 I " ., ' .! ,, l~-~-·.1-,, .. '··-1--JC-:,l(.)f l ~J<_11i•.,)-i'- L .1 ____ , ___________ _ 7 _j i • ~ '('( '1\,----' -1'-r .... s1 ~e} v-·, -'\/~\ I II I I :2. • C,; ;, I ;:2. T'd!'. k·V (;','i:'.} t::t,, I ,' ,• lf 1-J f:-01,J r•,Jt:)/\,'· r-1 o i ·, 1 ;-') i . ,/\J 1 ---=r·--._.,~..,..,....,. .. --•,~---------:z::;·:1 _)/;/Ir~ /1:~c:.1if- ',-;":tJr-·o /~ l-:;': ,:-,>~!lj j l \ 17\-;/: :·.-... ,.'. -, : ' 'l ' 1 "'.. ; ~-· , ___ ' · .. "':"" : • ; ' ,,_.. . ~· ' ' ., ; 1· ., ·J . ,J ' i I ' . ' " ,, __ () ; , 11 " ' ,,, u " '.,.'i I (] '. ':·I ~ :d .. _, ! ' " ;:: i : l ;··---~- / I ,, ., 'I 1-q I ' I i :I ii ,, ~ I /I' I I I I I ,j ;.) -~') ' ri I::::. v, ,: _, N -I -1' i - ,, -· 17,5 12 I I ! ' I , j ' DXfo I I'?_) A!?/ I I r,'/ -. .. -. .::. .. -._ -·,_ -.. ·--- n::sc~1rr1o;J ilEVISIOrlS I I 'I n t~ t•~ I ~,., .,,,,,; -i ••• ~. i ,;.;__ -----,, ' ,.-;, ') ..., ,•,-, ' . ~1 D.'\Tr_, -~>-•_, __ ,._-_.,,_,, ____ _ r~oofl /\..'G, 01/\l:)H IZ/\Gi ·'l Vz" STf~LJC'f'. T C r.:i. E:<T Gf,:/.JJE. r-:'1-~(i,,..1ot;,r.::> IO c\ (~; C,c,1' C>. (_'.'... [.'.;/ 1, I':'. I i fr r, 1 "J 11 o C r-.:: I • I c;.., ,,,, ' f I ,,, •,I, • --~:.-· :: .. :~;.·~:1 .. :~ '\:, '!:; ci ','-·--, ;_; \ ',·:·'~) ''.\ ' ·: '! __ = . \ ; ,\ . ,\ J I !_. .,. d , ; /IF?'D, 1 rl DSSIGNffi ----~, D::?N::'rl ___ 11.· c·•··~:::~,-~:~% ·;~~-:"~-~~'-'""r'~--~'-.r~_,-, -. ,, ~ ·,:-~ I ____ i t~J !:j I t.'./ L-.;,!\,J::1!_~: •. J _·_;l·: .·,.,,; I! cBsc:;:Eo Jc,-\TE ::-:1:::t,·, ~ PODUC i:rJ?W3 D~.::r:t-;'ff;,;·wi-rt ' , i c: J,·r•·,~ ,: ' "". ' ·-. :SCT, "C'-. ', I I C'5 ii! "~I " Ii I '!: ~~ : J 1' ' ,, lj ' ' ., Ii " " ') ---------------------------- ' ------------ I l,:7 1·-,•, _. • I .... i--.. I • I - - I I l •. I ... i ! 7 ' -------"1,-----A,:, i I FO:'.', l:,J I t~ICJO~J SE.E src:;T1,;,,[-.I .·', •;,ffJ:/Vl -Tk,IO J / C' . ' r 10J H;,1Ls e c;:, 11 0/: Ti·. tr ', lJ PLYW P 50L.i\D ~0L)<1 0 ' .. . . i-, -n " co;,I c., VJ/\l-1- BL-I<.. ,/. " ·-,/ r-~ .,1-l::: -·-------- ! • :--R,r::.::·AR ... • .\ u 45" -~!~·~ ~:'t~i:~~:1~~~:j,.i .. / --~ -~= .:</· .. t!{SJJ~:;_~S: :.= • ~-r,k,1 lc.J@-. .. l ., • .. r•<,>~N>' '·" ,_.,,.,-•• • =~••••~•=-•-., ·~---7":•·••• ........ , •• =·-•·_-r"~;~J ;;)/~(~( (j 11 /~-""" ~,-.. .,._., t' •. ' J :i j . ru ...... 1---'"'C,..,,,,.,... r•n~'"'TOR I I \'•----1----1------------------t---il D."F ~ ~ ~:;~;~~ ~;·:,,s•: __ [':----l---.J-------------------1-.. i:--,,•o. 1· .. 101.:s1GNED o;:t,vm fl '' D'T" ,•,,•1 DZSCr.l?TlOi'J ,,. ,-\] • ~ ,_ i flEVISIOMS II c;;;:c::rn 1 □Mc c • :c·s/ l r·•--• -• ••----, . /--/~.f71;,;15 ·•.; !'.· ...... •. /\,,· _.,.,: ... ;;1 ~ ),,_ .. ,,._,--.. ··;:.-1•, :.~!'.'!-,'.'..':_· ,),"_•, --. . . . PUBLIC \'.'Om{S DEP.'\i1TI.TT:] rr .-.-w~ .·.,. •-•'--__ , __ .¾,,~ .•• ,::n-ce.--:::.-:._··:..:: ___ :::~.-;,:;-c.-~;; ::..~--~=;:;;:c.--;c::c.~----·-·-., ·7 • c=•-.,-..•. ---• " • -~ ~--• =···-· "'.-;... .. "c ... ·.,.=--~--~"---·'-•·-• · ·--., ·· • I .... ' . ' " ' / \·, .r~-.-..:.z~lf;]~ ~r·:HHIJ;s1t T[ '.:i G~m~rr..l\t co:w I 1 rn:1s 07· TIS:! ccnnr,t r r ~n C01lS TlitlCT ICtJ. ~ d::·t>,\nl:) FOiJ·I \.iV I;~:! f!;tn I Ct.~l IDST I TUT[ t:'F tH1Clll1:f!CTS. L{iTE-Gi t:::) I Tl c;J. 1 $. H~rH!DV ,~1cc:: /\ rr.~T 01' ,1:2s2 S:P[Clf-lC,W1C:1s. HJ C,\SE or-CC:WLIC1, ·rn~ h)lLC;11t::) P/\l\.\- t7H\FlD Str;:lL t. C'G1.ffflr1 Cv~n rm: c.;t;:;::n:iL to:101 YI v:1s. ~. tu:-p,::~tl' GUt;L!f1~l:_rs, tr:a:tut:::. n;~ P.~CH!T~CT 1 ~ (;:;'l/\1JlrlG5, S.PECIFIC/\Tlo:is, tiEt,EML cc::u IT I 0:1s, r.Gl\£t/1EIJT (OUI LO IIIG co:1TMCT) /:ID /\LL .~ODEIIDA .. TliEY ARE COl:?- tm:rnTAll'I /\rlD \fllAT IS CALLED FO:\ OY t,lY o::e SIIALL OE AS Oll!OltlG I\S IF c,,LLEO ron OY /\LL. TIIEln lllTEIJTIOtl IS TO IIICLUOE r.u L,\OOn, EQIJIPMEUT, Mm l~\TE:'UALS, IIEC~SSAI\Y Fon rn~ Pnorrn 1:XECUTIO:I OF TIH, t:OHI( EXCEPT AS MY OE SPECIFICALLY l!OTEO OTIIEr,l11$E c:1 TIie 01\/\\/lflGS 0~ .FO~ HiilCfl S[PARnTE PRICES 1\/\Y OE ASKED Iii THE DID PnOPDSAL. TH" r;,rui "C0t1TrJ\CTor."1usrn 11rnu:1 REFERS TO ,\IIY AND ALL SUB- COliTMCTORS. • l-TME llERE Ill oou:10 COIHl\,\CT DRA\/ltlGS MD SPEC 1 FI CAT I O!lS. REPRESEIH THE Fl NI SIIED STRUCTURE. UIILESS OTIIEP.\IISE s.101;.1, rnEY DO llOT ltlDICATE THE 11ETHOO OF co"- STRUCTIDrL TllE COIHI\ACTOR SHALL SUPERVISE MIO DIRECT THE \.!ORI< ANO HE SHALL BE SOLELY RESPONSIBLE FOR ALL CDIISTRUCTIOII i:[AIIS, METHODS, TfiCHlllQUES, SEQUENCES M!D PROCEEDUnES. O □SEfi'/1\TI0:1 'JISITS TO THE SITE DV THE ARCHITECTS FIELD R>P- RISHIT,\TIVES SK1LL 1101" IIICLUD< IIISPECTIOIIS OF TIIE PROTECTIVE ME/ISURES flOR THE COtiSTRUCTIOtl Pf\OCEEOURES REQUIRED FOR SMIL • MIY SUPPORT SERVICES PERFORMED BY HIE 11nm I TECT OUR lilG TllE co:1 SJI\UCT I 0:1 SH/\LL BE O IS TI llGU I SllED FROI\ cmn Hrnou S AtlO DETAILED IIISPECTIOM SERVICES l/111Cfl ME FUl\!IISHEO OY OTHERS. THESE SUPPORT SERVICES PEnFORHEO OY THE ARCHITECT 01\ EHGlllEEn. \IHETHER OF MATERIAL OR WORK, AtlO ..rdETHER PEnFORMEO SOLELY FDR THE PURPOSE OF ASSISTlllG Ill QUALITY COIHROL NIO lfl ACHIEVIHG COflFORIWICE VITH COIITRACT DRAlllflGS MID SPECIFICATIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORl~NCE AHD SHALL HOT OE CONSTRUED AS SUPER- V 151 Ofl OF COllSTllUCTI 0:1. ,. GOVEf\tllllG CODE: U:IIFOrJI GUILOIIIG COO[, l9t'-;l.EDITIOll: STATE Of CALIFORNIA. CALlfo;ui!A /\DMllllSTllATlVE CODE, TITLE 21, AflO THE COUNTY OF JURISOl(TION. ,. REGULAilOllS, TAXES MID PEnl\lTS: THE \MOLE OF THE I/ORI< IS TO DE EXECUTED ltl STRICT ACCORDMICE lll"fH TliE HEGULATIOIIS AtlD CODES Of THE GOVERNMENTAL AGENCIES VHOSc JURISOICTIOII 15 APPLICAOLE. me COtiTI\/\CTOR SHALL PROVIDE ALL ~[QUIRED PErvllTS, EXCLUOl,lG OUILOIIIG PEnil!T, \/HICll IS TIIE RESPQrlSIOILITY OF THE Ol✓NER. '· SUDCO,ITRACTS: DIVISI0:1 OF HlcSE SPECIFIC,\Tlc:1s IIITO TRADE llEAOlllGS CONFORMS ROUGHLY TO CUSTOMR\' Pn,~CT I CE. TIIEY AR£ FOR COIIVElll EtlCE Dill Y. TllE ,\RCH I TECT IS IIOT COU:IO TO DEFIIJE 11lE Ll11ITS OF niv suncc,JTI\/\CT. 1:un□EI\ OF SPECIFIED ITE11S REQUIRF.O: llllEnEvrn Ill TMESE SPECIFICATIOMS AN /\RTICLE, DEVICE, on PIECE OF EQUll'IIEllT IS REFEnREO TO Ill THE Sl>IGUL,\R IWHBER. SUCII RHEnEIICES SH(,Ll APPLY TD r,s llMIY SUCH ARTICLES AS ARE Sf!OWti 1:1 THE DRAll- f1:GS or1 REQUI REO TO CO:IPLETE TIIE IIIST/\Lu\T IC:L ccono HIAT I 0:1: o. n::\CuGr:cuT me I i10JECT A 11111111U11 QUALITY HAS DEE/I EXT AOL I SIIED. THE PHYS I CAL :1ELATIC;JSIIIPS Cc lt\TE[\l,\LS ARE SHOl.'.I OH TIIE DI\AIIINGS AIID THE QUALITY Of THE IL\Hl11.~L MID 11::TTIOOS or-lfiST/\LLATIGII ARE IUOIC,\TEO Ill THE SPEC lflCt,TIONS. THE PHYSICAL ACT OF /\SSE/iOllllG MW COOROIIIATl!IG ALL 11!\TERIALS, PRODUCTS ANO OTI/En IHllS IIECESS,\RY FOR TIIE COIIPLETIC:I o< TIIE PROJECT, IS THE RESPOH- S IOIL ITY OF"Tlli". co1nnr.ci0n. c .• COO~Dlr,,"\TIOII OF IT8\S IIIOICf,TED rn TIit cc:nAACT DOCUtl[llTS AS FUR/II SHED AND lilST1\LL~D DV OTME11S IS IH~REO't f~\DE {\ r.EQUIREMErJT OF THE COrHfl/\CT. D. Dff€CTI 'J£ ITE,1S 0:1 I TEIIS 11",PAOP~ftL 'I LOCATED .,s ., RESULT or I IIPROP ER co- OAO lll/\T IOtl Sfl/\LL Of. RE1:ovrn, REPLACED QA CORRECTED AS IIISTnUCTEO DV TllE nr.ClllTrCT f,T n:x cc:nraiCTO~·s EnPEiiSL 1\. TIIE co:iw,cro;i t!r,RMIJTS /\LL 11ATEnlALS t.:IO l'1)RKJ,~l!Slll P TO OP(I\ATE AllO rv:1cr1c:1 Fc:i ,; illllll\~:1 PEnlOD OF C:![ (!) YEJ\A rno11 THE DATE OF su □- STAtlTl/\1. to:::1u:11c:1 OF Tlli: PROJECT 1,s EST.\OLISll(D .OY Tll[ ARCl11TECT. □. rn1: CC:ITMCTO.\ c!t\lL nEP/111\ on AEPU,C[ ALL DEFECTIVE OR DNt\GED ITUIS OUJltlG TTl[ f::J/\f1f...'Jfi::E PERIOD /\T ::O COST TO THE OL:JE:1. t. E:\Cl:P1'1G:J -TIIE ,·.coFHlG cc:ITMCTOA s11:,1.L 5U □tl!T A 1i\lllTEIINlCE ,\GAEEIIEIIT. C0-5IG::rn _-oy rm: CC'.liMcron TO /'.\IIH,\11\ Tilt ROOFIIIG HI,\ IIATERTIGHT co,1- 0ITI0:1 FG~ fl nn100 o::-n:o (2) VU\1\5. ~-1:0 1:c:1:, Sll.'.lL CE lilST,\LLEO u:lTll /\LL SUCIIITTf.LS 11-\VE DEE/I R[VIEHED DY MCIIITECf IUlU I\EfUI\IIEU \ll"fll 110 [XC[PTIO:IS TM(EII DA 11!\KE COAA[CTIOllS rlOT[O. Pi\'(t~CJJTS UIU. D[ UITim::'.LD FOr1 •,:arm rtnFORMEO HITHOUT REQUIRED SUO:\ITT1"1LS. 0. S/IOP OR/\\IIIIC,S C. (11 suc:IH ,'Ill snor DM\/lilGS Ill TIIE FOl\11 OF 's IX (6) DLUEPA IIITS or [AOI SMEET. SIZe or-SIIEET IS TO lt\TCtl PROJ~CT PLNIS on OE 011 0-1/2 Ill. 1{ 11 Ill, s1:zns ccu:JO rr: OU:11,DLE PLASTIC FOLorn. (2) Ti:o AOCIIITi!CT \JILL nrvl[\J :.110 C01"1'£1JT 0:1 SllOP OM\/1/JGS >llrn R[ASOtl- ML: Pno::?TI![SS. SHO? D:1/.IIIIIGS \/ILL BE REVIE\1[0 ran COriFOMMCE tllTII n:rc OESIG:1 COIICEPT or THE PnOJECT"NID IJIT/1 Tl![ l:JFOrtl\ATION GIVW ltl THE CC:ITi\/,CT DOCUi1W7S.' Cl) Tl:c MlCHIHCT'S r.o'IIEl/ OF ,nor O:V\1/IIIGS Sll,ILL rlOT RELIEVE TUE co:1- TMCTOn OF r.ESPOI/SIOILIT'/ ro:i r:1r OEVlf,TIOllS FP.0:1 rm: A[QUIREH[IITS o, rnec cc:nr:.r,cT oocu:mns, o~ rnn□Rs on_om11ss10:1s 111 rnE ·sHoP ORAH- 1r1~s. 01r:::ris1c:1s S!t,LL t;ijT D" CIIECl,ED /IS TIIEV ARE Tl1E ;oL[ ru:src:lS.fCJILITV OF i!lE COifT~t.:ron. U') r.[VIEl::o Sl:Jr 0:1/MlllGS en t:OT nELIEVE Tlli:' CCIITf\,~CTOR Fon FIELD CC3r.0111.w10:1 cn:w1v10::s, 011:,:r;sic:1s, HISTALL,~TIOII 11ETl10DS MO FMLTY 1:Jniott,!!~H Ir. St,nPt.E:,i •. 5rnm,r /\t,l !-.~..,t;PL(~ n:rQu I ;iEo u:wnt E/,CH PHH WEilT SECT IOiJ or Tile $i'ECIFlC,\ilO:lS HI TrdPLICf,lc UIILESS OTMEn\1151! IIIOICATED MIO OF SIZES 11:0ICATED. ALL sr.i:n:os SUCIIITTED SIL'\Ll c:o Ti\l(Erl Fr.on ACTUAL 0/\TCfl f\\TEnlfi lllTEt:OED TO Qt: usrn 0:1 TlllS 1:01r.. o. lc'JJUAI.S -L1lEl1E .-,~::J,\LS r,n[ :lEG,UII\ED TO D[ SUGlllTTEO COVER lllG IHr<S 11,- CLUDED-lil TIie 1:,n:t, rc:\EPf.nE f,tl sucn l~\,IU/ILS Ill CUMGLE PL,\ST IC DI IIOEAS 0-1/2 Ill, I( 11 Ill. HI s1z:2. s. i::,r.Uf/\CTIJnrn''.l HlSTnuc11c:1s • tc:Efl ITE11S TO GE 1/ISTALLED An[ IIIDICATED TO UE !ilH,iLLeD HI 5Tll1Ci" ACCO:lOJ'J,C[ VITII 1:.,1:urf.CTUilrn'S \.';11TT[l! Oil PRIIH- trn W5T~t!!::TIC:JS, 5V2:tn 11.s'U (2) COi'l[5 07 f1."\'.lUF/,Ci\Jn[rt'S lrl:>T~UCTIOtlS 70 nr.cnr TilCT .:n Io;; TO ltl$T{\LLiW I Cl. ·------------· .... , -····----·-----____ ,, ______ . - - ----·-·---• --- V\ E~ITitI.LO.LlJ:U.JtL'.'i I llifi::}ILtJ~:W.'\_; :··:1.>)·n o:: r:1 a::rrrD i;:s n:i.:c n CJ'.J c; n::: l\~.::u .. Ft\CIU'.l(l! 0/ i:'.QJII 1i;.:r1n HID f C,'H n:G /\ co::r~u~r~ ti:'. I or: ,".Lt ~'.",'.1T~, Pnvs I CAL fH,!..f\TtC:1Si!IC'J -'{O_E/\Ctl 07r!lf1, r.:;J l:'.:'l'i'.,1[r; o;; t~:w s:cur:EF::nv 70 l:ACH OTI-IEfl. [.\"17J'l St~:1LL i::CLJJj)[.!" :'.Lt rn~~ .. ,r::ni,\i IUG !~'\ltiTl!'.!:-~;c·; l:lJYC::JC'TIC:lZ. [1. u:· 111~ C(.DTDJl,CT ooc:::~-:~1tSe, l!.~~:::, Or':DHlt::cr:5, nuu:s, C:'.!CULtl1Ht;1s on u:~O[!lS or--[:JV r:.::L~C rnTI;-t;;'tlJ-✓ !~.'\'JI!:~ JUlH~)ICT~C:: t'U!(llJlrlC A!:i"i' en:11: TO [} IW\;"l:ZCiilD. ";1!'.:Ti{D en t"-['~;10V~1.J~ n:: co:rrrtJ'\C.10:1 ~mr:LL GIV~ n::: r,ncnn"'t·cr rrn:ELV crrncu c.~ ITJ nr-:1oir:Ess r:rn D? n1:r D.-'\Y~ r~:1a/'!.:Gt:D so 111,'\T tt.! t~Ct1fi£GT r::w OJS(ff,'./~ sucn ltlSP[!CTIC~J, r2;;1:1 r,;m r,PP110VfiLS. -- o. vrn::: CO:il:l or-r,u. nrs11r:o, rn~S[:C7tc, r'.:m Ar?:r:o•.'1\LS s::.;u. DE coruit ov IUI! ffiJT~!'.f.lc:1 C1JT si:1 Ars:c·: :.;:'.."'.U. C1 m~srt:l51GUZ ro t.:: ;'\rlCIUT~tT ,"'.::O :rrnr m~1 En .. G. c-;:;nr,o~,l ,\1.L TE5i rr:G 1;:mrn n::r c'!:>E~') IS I 0:1 cm CG::Tfli)L OF /I CJ\L !l'c;;,11 i\ n::.m I STimf!U rnor~ S$ rn:Jt1t Gt:3 lt;~Efl G:'?LOVCT!} DV \1:j '?E~Y it::i /1.GE!:CV. D j-t:]£ I Yt:!n ni::_ CJ'.;1;:1V /'.'i'I ens C1 °iii~ .-;nCtll 7~C7 t:or1 I OS PECY,j c;·,,s, iE SiS 1 0~ r~rr!'f.nvr,L-s mr r:msa:m 01mm ft:".o in'.! c<tliit!',tTO:l sr:7J ... L net.1 k:'.U[! TtH! co:i- ~nc7oa r-~c;1.1nn· O[!Llf,~·ric::,~ .ro 02r\:.-:0c.:1 rt:J·eJ;~:t HJ r.~to~n.'\!;crz tnr.i TH[! ·o~:·n·1111cT DCtU:~tJ'i':S. L!~ t:'J~-~·J "'J.7 n.cr1t;:1Pne1rtc:1::; t,~ n ni:i:s:~~!.1 or ct:cm~~i.riTI c.:1 t::,-:•~orEn cc::....,,.,r.~i-tES t;n,, /.:r: a:101nrs:,cr:.s o:-r rw:. cc:rrr:t!ct ti:em-:11rr~ tJH.t .. C'.:i L:7.::a o~ n:2 co:i-.. 1.:;·::·:-z~t r::Jt:~;Jei:J Yi:_1 r:.::f:r~,r:2::::~·-~-:1 ~:i:1rccun. Q 1 F ~ (';f.T~n ir:1 cc;::1z~c£nEtli c;.-TTi:! t::);'U~, n:1 f~t:t:Ht'i'"C.C'? C'JVG.".:HC!5 nt.'\T r.:iv t:C:11\ QE(!.iJHH:s 5PEClht HlSl'2Cil0~), i~STWG, 0;1 t\?~ilOVt\t... r::; Hill, Ur'- O:J ,;;i !TT81 /\U1EO~ I Zi\T I 0:1 rno:i 71:: n•. '.IEn, lrlSTnUCT nirr-co:lTMCTO., iO C10En ~UCll C:?EC I Ill lllSPECTIC:l, Y"ST I llG, OP 11;-;,novr.t. If' SUCll SP[:C-lf,L ms~ecTJ Q;) 0~ TE5T lllG m,VEAL5 ., ,,~ I LU1E OF n::c \'.Jnl, iO cor:,'LY (I) \JI Tll r::-c nfi(i'~I0!'.118lT5 0:, 111:! cc;JTnt,C7 tcCU:',!flTS c;i (2) U1Tsl ·nESP[CT TO rr:'.J rt::n~o:--;;~_...,~:ci:: or TilE eorm, u1n, u~E3, on.01w·.:K~s. nuu.::st nEC!JLAT10~1s en o.:oEn, or l\'.l7 PUDLIC tJJil:cnn", WWIIJG JU~ISOiCYIO:l, TIG cc:irr.r.::rori· G!'.,l,t DCJ','.l Au. co:rr::; TIIEREOc, WC!.!lO HlG Tl:5T HJ~ C0$7Z n:m 11:z l\!lCII I TccCT' 5 noorno:Jtt s:m.v1ces rt":DE nEc2sc:.:w 1.:,1 !:t!CrJ Yi'\llU~G .. or::=n·.11~~. n:'.! ~1~~n.n !:L"J .. 1.. cu.:1 SUtiJ "COGT~t r .. ::J ~:J :.r~;)~-or~H1iiG Ct~,"',.::~ 0;102~ Sl~'\lt C::t 1~"'.:IJCD~ (\. C"1tC:nlALS N:O rr;om.lCiS SW'.~!,. G:! b:ZLIV\!ri:::o TO 7t::! ClJllOlr'.J Sli~ 1n Oil·, GI f!/\L l~ACt(AGES. ftf..TUtl J\LS t~rn PAOIJU~rs r:r~.\ll c~ Pl10L':JU.V 570;1[0 HJ r, ,~\/mrn TO PnEVEIIT DM\t,GE NID/(l~ r:w.:1 H:~ OF Fl Ill sn. o. THE CDrlTI\/\CTOR UARRAllTS TO TllE m::irn MW Tfl[ AI\CI\ITECT THAT ALL /4J,TERIAI.S· MIO EQUIPMEIH FURIIISl1ED urwrn TltlS CO/IT.lACT \/ILL 0[ HEW UIILESS OTHER- 1/ISE SPECIFIED, AIIO TH,,T ,,LL \:ORK \/ILL OE OF GOOD QUALITY, FREE Fl\011 FAUL TS fJJO DEFECTS AIIO Ill cc:1FORIWlCE ·111 TH TIIE COllTI\ACT DOCUIIEilTS. ALL 's'1lRK IIOT SO CONFOR1'1!1G TO TIIESE STNIMRDS 1;.w BE COIISIOERED DEFECTIVE. If AEQUIRED OY TIIE ARCHITECT, HIE CDrlTA/\CTOR SHALL FUR!llSH SATISF,,cronv EVIOEIICE AS TO THE l(HlD ~:ID QU.~LITY or l\.-'1[1111\LS AJ10 EQUIPIIEUT. ----· ,c. ·upu,l DELI V['.W ;\T 'fHE JOD -.'.>IYc! .. TIii: -CQ:lT~f.~TQ:l "•SIC\~). HJSPECT /\LL l'.~Te[ll rcts TO HlSURE _tm: .(U,1i. ITV rdJ c::'\L!. f\!!~Er,,: r:tt !~Wm ti\!.5 t:07: CO~FO:UlltlG YO 11:2 cu:1- 'til/\CT oncunEHTr. oa rtArffiH'l.t5 l'i.r;a ECI.urr1~:;J={ Or.:~Ec-rruf! co. r.:rv rt'\::nr::n. • 0, Pr.o:1?TL Y nEPL\C E /\LL OH"EC'i'lt'il ftWITr.lALS MID EQ\J IP11!1lT PslO 11:;;ztJ ll\TEL V 1:.~:0.1 /\LL llECEGSf\i1V i1Ef',\HlS "HJ ,;;:, S/\Tlc7!.t11C:l. r;;:-THC r,.~CIIITECT, t\i ·1:0 EKPEflSE TO TIIE C\,~IEn. I J.. ~UOSTI TUT I 0:15: A. All REQUESTS Fon SUB ST ITUT I Oil 0~ PRODUCT OPT I 0:1 Sl~\LL 1:zET TIIE MVEnll I IIG COOE on STAflOARD R[QUIREIIEllTS OF TilESE SPECIFIC/\TJOUS. ·a. SUBMIT REQUESTS Fon SUGSTITUTIOll Ill \/~ITIIJG TO THE AnCHITECT. c. ACC011PftJIY REQUES, WITII conPLETE /~\rlUFACTUREn'S ChT/\LOG 1/ICLUDING ALL TECH- /I I C/\L DATA Oil PRODUCT' ALL CODE COI\PlltJlCE O.\T/\, l~•llUFACTUI\ER' s srnTEl!EllT AllO C0l1PLETE CURREIIT COST 0/\TA. D. THE ARCHITECT SHALL ISSUE lffilTTEll APPROVAL FOR USE OF TIIE POOPOSED SUD- ST ITUT I 011 TO TIIE O\f.lER ArlD COIITRf,CTOrt. J/1, CLEAN-UP: THE COIITRACTOR :;HALL CL~AII-UP NIO nrnovG ALL OEORIS A:10 UilUSED 1-ll\TERIIILS, rno11 TH[ SITE, AT THE COMPLETION o, THE uonrt. FINAL CLl".AlllllG SHALL lllcLUDE THE RE- l<OVA'i. OF ALL GR,'ASE, OUST, STAI/IS. LAOELS, SPOTS, ETC. FROtl THE \,'1lRI\ IIICLUOING ALL EXPOSED IHHRIDR ANO EXTERIOR SUAF/\CES. POLISll sunFACES TO A SHIIIE FlfllSII I/HERE APPLICAOLL AIIY AIIO ALL 1t,I\AEO SURFACES SHALL DE REPAIRED, P/\TCllED, TOUCHED-UP. ETC.' AS REQUIRED. TO THE FllllSI\ ltlOICATED on SPECIFIED. TIii:: APPAOVAL OF THE AACIHTEn S/IALL OE REQUIRED ACCEPTIIJG ALL M.-\RI\ED ,'!IQ/On REP~1nrn SURF~CES. 01v1s1c:1 nm-SITE 1:on1< • l. SOIL DATA: 2. 3. A. TIIE O\ltlEl\'S SOILS REPORT IS AV/\IL,~DL£ Fon HISPECTIOtl DY 0100m 0~ co::Tnt,CTOR AIIO IS A PAI\T OF THE CO:ITMCT DOCUl1EIHS IIIIO IS 1:\0E AV/I I LADLE FO~ TIIE COIIVEII I EIICE OF THE O I ODER OR COllTRACTOR. • B.· IT IS EXPRESSLY u:1ornsTOOD :C:10 AGREED TllflT TIIE o,mEn ASSUnES 110 ni,sro11- SIOILITY FOR UIIIFOnlllTY 0~ E:U\CTIIESS OF TliZ SOILS REPORT. LEIGHTON & ASSOCIATES rnE co:ITRACTOI\ Sf~LL EIIPLOY TIIE srnv!CES OF TIIE SOILS El!GIUEER 1r.10 PI\EPAAEO THE ORIGIIIAL SOILS REPORT. DO ALL EARTll IJORV. OPEflATIO:lS U!IOER IIIS SUPEI\VISIOtl. SUilfllT COPIES OF ALL com:ur11cATIOllS OF SOILS cllGIIICrn TO MCIIITECT. Ei\PLOY THE SERVICES OF A RIGISTERcO SURVEYOR TO PEnFORSI nll SURVEY \/Onit MID STAKE GUT \/01\1( AS I\Er,u 1nm D'I Tllf. cc:1Tnt.CT DOCUMEIITS. 4. CAREFULLY PRESERVE ALL EST AOL I Sllf;D STAKES, courrn/lRY L WES, CORtlER 1t·,n1:rns, 5- □ENCi\ •~RKS OR SURVEY 1\c\Rt:rns. ni::sronE /ILL THE ,,COVE m::rrnrncEO ~;\Tf, DN'!,G<D CURltlG cm~STf1.UCTIO:L EXCEPT AS SPECIFIED nl TIIESf. COllTMCT DOCUIIENTS, HIE co:1Tf\J\CTOR IS RE.;Po:1s1ou, FOR RELOCATIIIG, REPLACIIIG, REC0:1srnucTIIIG on nEPA1n111r, t,LL EXISTIIIG U1"ILITIES, \/ALLS, fEIICES, SERVICES AIIO OTHER 111~nO'IEI\EIITS \.'.IICll ft\Y OE MP'.~GEQ Of: DIS-I RUPTEO DURING CONSTRUCTIQrl. TIIE co:1TRAC"iOn Slh\LL co:1:1ECT SUCII UTILITIES TO EXISTlllG STST[MS, LE.AVlllG TIIE:1 Ill fil orE!lJ'\OLE CO:IOITICII r,r?t10'JEO ov illE LOCAL GOVERtl IIIG Aurnon I TY. ·-----·------·· -. ---------- • 6, CUJ\~lllG OF SITE: r,, .~DEQUATELY PROTECT AOJACEIIT PAOPrnTY, EXISTlllG UTILITIES, TREES 111l0 ornrn ITEI\S TO HHV\ltJ, DURltlG PROGr\ESS OF Tilt: 1-:0flti.. D. LOCATE llE,\REST DUl'iP LDC;\TIO:I. PROVIDE ALL EQUIPI\EIIT IJECESSAnY FD~ COrtPLETE AEHOVAL OF WASTE l~TERIALI. C. Tl:~OUGflLY I\OISTl;ll f,LL SURFACES Oi' SITE TO i'RfVE/ff OUST l!UISNICt TO IIE1Gfl80RS, PUOL IC t.\lD LOCAL OFFICIALS. 0. U1ILESS OTHEI\\JIS£ IIIDICATED Ill TIIE SOILS REPO~T. co1:PLETHV SCJ\R!r'v SITE OF ALL VEGETi\TIOII TO A DEPTH OF 6 HI. :«r.O'IE ,\LL IWOTS OF I· I'·). OIAnHrn on G~E.ATEn. E. CrtEArt UP /\t!D nEl'.OVE ALL. co:icr1ETE, ASPH.'iLT, FOWJDATIOi~S, FEr:cE~,. \!ALLS. IVJO on:rn I TEl1S ::or I ND I CA TEO TO r,E,"., 111 011 JOOS I TE. F. On EA/( UP i\110 rm:ove SEPTIC T/\!ll(S, or,A Ill FI ELOS, CESSPOOLS, urmrnGnOUIW TMll<S AIID ornrn ITE/IS P~ESEIIT 0:1 SITE. G. U.P UTILITIES ,H PMPEATY LIIIES AIID REHOVE SEI\VICl:lG LlllES Ot.' SITE. RE- ROUTE EXISTl/iG UTILITIES TO REl\\111 AS REQUIRED. II. FILL l'.~Trn!AL5 USED ron TlllS ,.:on,< SHALL OE ~PP~ovrn Ill 1/RITING DY SOILS El:G IIIEEn. fi. ALL SITE GMOlllG, FILLIIJG MIO OMKFILLll!G SH,\LL DE CMAIEO OUT UllDER THE 111- SPECTIOll MlD CONTROL OF TIIE SOILS EIIGllltER. o. FILL ll\TERI/\L SlrnLL OE 111ERT, Gi1MJULAn SOIL (LESS Tll'\11 soi PASSING nmouGII I\ 1/0. 200 U.S. STAIIDM\O SIEVE), FREE FRO/I VEGETATICll A1!0 OTHER DELETERIOUS SUJSHl:JCES, ,\:ID SMALL cl Tl:OROUGHLY cor•,PACTADLE 11\TIIOUT Tfl[ PAESEIICE OF EXCESSIVE VOIDS IJIIEII \/,.TEAED AIID i10LLED 1 FILL r,ATEAIIIL S/IALl IIOT COJITAl/1 norns on LIJ;JPS o~rn TllnEE (3) IIICllES /fl GnEATEST 0111EllSIOIL C. TOPSOIL-GOOD GRADE AGRICULTUML LOl\flY SOIL, FR[[ FROM ROCKS on STO!IES ovrn 1·1:1. Ill SIZE, ornn1s, >!,\STE 11.,TERl,'\LS, AIIY f1.\TEnlAL 1\,\1\/IFUL TO PLNIT LIFE, tlEl:OTOD[S, 01 NIY IIOXIOUS \/EEDS 01\ GRASSES. D. El(C.WATE FOR FOUIIOATI011S, PITS; TREIICHES, FDOTIIIGS, FLOOR SLADS, COIICRETE \IAU(S, CUAOS, PAVING, ETC .. TO TIIE LINES AIJO LEVELS REQUIRED. PROVIDE ALL SHORIIJG, Olv\CIIIG, CRIODIPJG, PUl1PINC., MID PLAHKIIIG nEQu~nED. TIIE OOTTOMS OF ALL TR[IICHES SIIJ\LL DE LEVEL, TAnPEO ·Finl\, CLENI NID ',r.EE rno11 DEORIS OR FOREIGII 1~\TTEA. E. PROVIDE i\DEQU,HE ru11Pl!IG. Ar:o 0£\IATEAlllG EQUIPttEIIT oa SITE. /\.~It/TAI/I DCAVATIO:IS I!/ A COIIOIT!Otl F·llEE Fn011 'J,\TER AT ,\LL Tli1ES. r. OCAVATED rnnTII ,nnnl,\L 1.~11c11 IS SUITAOLE rnn EIIGIIJEEREO FILL on MCl(FILL, ,\S DETEn11111rn DY Tilt SOILS EllGIIIEER, SHJ\Ll OE cc:IOITIONED FOR AE-USE r.tlD P:lOPERLV STOCKPILED. cc:rn1r10:111:G Sll,\LL CO:ISIST OF SPnEr,OHIG Ill LAYERS IIOT TO EXCEED SI:( lt:CIIES A:)D l\;'d(lflG f[1[E Of DEOnlS AHO nuoDLE. AEMOVE nOCKS MlO IIGGREC:P,Tc i'~CEEDIIJS Tll:\EE IIICIIES 1n TllE V.AGEST 0111rns1c:1, NlO ALL OELITEn- 1 OU5 n\Tl::11 t;tS. G. FILL sr:.,u CZ S?.1U] u:lll'C:U:LV Hl uwrns IIOT TO i:XCEIW SI~ (6) ll!Clli:S Ill Di:PTII Df:FO:i,': cc:t?~CTIDrl. 1\/\TEn!r,L Til,\T DOES llOT co:IT/1111 Sl!FrlCIEr/T 1:01s1unc TO C01.?t1CT P110PEr.L'<' s:,,\hL DE SPRIHI\LED 1/ITII v~nn. l\~TEnl/lL co:ITAllllllG tit• CESS 1\01 STU~c S!l.~Lt o, f,En,1H~ Ool rt~.:11nrn TO ORY TO TIIE PnO?\;O \'..,Tm co:1- TEl!T. FILL r;:o 11,iTEn, ~il;\LL rnrn OE TIIOilOUGIILY /IIXEO DEFO~E C::IIIG COl:?ACTEO, E/\CII uwrn OF srr.8\0 i'ILL n,TE/111\l S/11\LL DE COIIPACTED ov IIE/IV'I COMPACTI0:1 EQU I PHEIH TO I\T LEAST 90t o;, TIIE i1A~ u:u:1 DOY DEIIS I TY u:1orn rnz nu I LO IIIG, SLADS AUD PAVED irnEt\S, lt:CLV!)li:G [tCJ/UJ~i1EtnS AtlO TT\EflCl:CS, u;:u:ss OTIH::r,UISE 11:0IC,\TEO ltl SO/LS r-Ei'Ol\i. ' ti. SOILS tllG!t::::rn SHALL FIELD IIISP!:CT fJlO TES'i EACH LAYEil TO OHtnnrnE DEIISIT'I t.trn 1\01 SiURE CO)ITElli, AriY LbYEn on ronr 10:1 OF /\ L,\YEn THIIT DO!!S tlOT I\Tiflltl TIie co;1Pt,CTIO:I REQUlnID SIMLt clE SCMtll'1£1) /\!ID RECOnP,iCTEO u:ITIL n1;: AE-, QUlnEO DEtcSITY IS ODMll:ED. co:nMcion SfL~lL .Pi'\EVWT ~I\OSIO:i Of' FAE511LV GMDEO t.nE/\5 ounWG cc:r;rr-~cno:1. I. lllSTf,LL {\ S/1.'.l\) tUSHIO:t.!lV['il V,\?O:".!;~;'\'i!'l)E.n ArJO fl(l10.ilM~E: ti:1TErtrr.ooF1m; t..r.JO[Tt cc:1caITc SUl'JS c:1 Gr,~DE, llJ t111ct:'.ESS (ES) lllDiCMt.O Oil THE·C~,\VlllGS /\110/0~ rn ri:s ~01ts r:cro\n. l:£1,r_ v1sQutc:i :1rs1.1i::r1 six (4) lt:cm::s Hl i\tt 01r..!!tr10:1s At:o 1rir1:. ro nistme-rr.tw::.rt r.tnsru~E PM.r;i.:cr10:1. Of,CllF I LI. ~H/\Ll 01: rv.crn Iii s1x-11:c11 LAYE:\S, -1.l!VuLEll Ml~ii:O, ,'JID TA!:~ED 'Ill PLf,CE, J[Tl" 11:G r:m FUD~ll 110 HI LL !JOT D[ ?ErJH THO, COll?ACT UI TI! litClL'.:ll CJ\l 01':VICES cr.~r,7LE or-rno'.lfrilnG '.JOY OE!ISIT'l Ill itcccim,.'-llCE lfl"r-:l.,\5TIHJ0 1557,70. t~. 1cr\r:1 r:--1 -~UC(~O tr, to _U'.'";OSC./".P~ t\iH:.'\:J TO Ii 01r-~1, OV lfl WCI~!$ .":'.!D .HISiAL!. 10 11:cm::s o:r TC~.,:wu. iv l\COH:VE •ft;! GL[Vr.tH.::i snr 1r:Cfi[~ _,tc:J~il ¥l~1~) [t!!H.:-.·} Gr,Aoz. F!t,!.t TO.'SOIL li1ST,1LI.J\TIO:I DV INIOJbt.?lrlG cc:n,V.CTC~. nmn1s11 ALL 1.i,coa, l"."\Trnlt,LS, E(lUIP11EflT, Stnv1cE5, EiC, nEQUII\ED TO CO/:?U:TE TH'.! lfJSTf,LU\T rc:1 OF TH~ rr1v WG r.!@ su:::=t\C ltJ ::15 11:c:r:i o:J nm OR.\UI ilG~ f,~lO ,\S nt:Qutn~o [W ,n:l S\.HLJ nz;c;1r. lrlSrn!.L 1::!Mh:n GOMiDS /\T "11:, 1:CGE Or /ILL )\5PIL1LT PAl/11:G h;1rnE PAVINt. AOUTS Pr-OPEflTY 1,lllES 0:1 Lu, Llii~S. on UIJD[VELOPEJJ flnf.A:I \1/lrnt 1!0 ornrn c1mos on \!,,LLS i",P,E IIID I C,1TED. 1"'.PPL'I t::CEO CotlTnGL Cllt:f1ICAL Ill STnlCT :.CCORD/\tlCE 1111'11 P~IIITED lflSTI\UCYIO:IS OF n:~ i"-~t:ur t.ciUttEr:. 11: PRECAST COtlCnETE OU'1PERS: 1/ISU.LL PRECAST f.1Ui1PERS 111 STALLS AOUTTlllG \/ALLS. DUILDIIJGS MIO CDLUtCIS, Ill PLMnrns Ill rn 110 COIi CRETE l\EJ\DERS MIO I II STALL AS 11!0 I C/\TED O:lTliE DI\Al/1 IIGS. 1 a. Pl\nt<IIIG ,.or Sr.ltPlrlG: tr. srn1PES AW) o;il[rt n.!'JUtlfJGG $tH\LL. t:2 C\1f'.jfEO UV rr;n:~n. 5PMY {j:1 Gl".tJZn 1:ETIIOD. o. t.PPLY n:o (2) co,ns, TII, FI nsr C2 WG li l'OG CO,W r.rm THE SEco::o c:; ll]G n::; F Ill I SIi cor.r. C' USE TE/lPL/IT[S FOR ALL LOT LETT£nlliG, MnOHS At:O OTHrn PAlllHO ITEl1S. C. PROVIDE ST;1TE APPROVED HAtlOICAPPEO IOE!ITIFICATIO:l Ill ,\T LEAST O:IE PARKIIIG STALL.AUD AS 1/IOICATEO 011 TIIE 01\A!./IIIGS. 13. U\/IDSC/IPIIIG /\HO trrnlr.ATlotl SYSTEM -SEE UJIOSC/IPE or~WIIIGS OIVISIOII TIII\EE-COIICRETE I, GEIIEI\AL: UIILESS OTHi:RIIISE IIOTED, COllCRETE SHALL OE AEADYHIX CONCRETE, 5! sack. PORTLAIIO CEIIEIIT PER CUOIC YAAO; 2,000 P.S.I. Q 28 DAYS. USE AGITATOR TYPE TRUCKS FOi\ 111\ULIIIG AllD PLACE Ill FORMS VITIIIII l-1/2 HOURS AFTER I/ATER 15 111rno- DUCED INTO MIXEI\, IIOTIFY ARCHITECT AT Tl11E OF POURS. \/EIGll/11\STER SHALL FURI/ISH IIOTARl2EO AFFIDAVITS STATIIIG Tll/\T co:1CAETE FURlllSHEO IS IN ACCORDANCE 111TH TIIESE SPECIFICATIOtlS. FURIIIS/1 cOPIES TO ARCHITECT 111TH SLUMP TESTS AIIO TEST CYL 11mm S TREIJGTH TESTS. 2. FOR!I\IORK: A, REIN!'ORCING IJARS: NEW, DE!'ORMED, BILLET STEEL BARS, SHALL IJE GRADE 60 (#4 & SMALLER-GRADE 40) AS INDICATED ON DR/\W- INGS. DELIVER BARS NEW AND FREE FROM RUST AND MILL SCALE IN ORIGINAL BUNDLES WITH MILL TAGS INTACT. o. C. 0. E. F. G. II. I. J, I(. L. WOOD FORIIS.-PLYIIOOD, '0-B PLYFOtl/1 CLASS I EXTERIOR' GI\AOE. COIIFQRl1111G TO U.S. PRODUCT STAIIDARO PS-1. 5/8 IIL HllllHU/-1 THICKJl[SS. FI\AMIIIG, STUDDING, AIID 01\ACIIIG--'COIISTRUCTIO:I' GRAD[ DOUGLAS FIR, ROUGH OR S4S, CONFORKIHG TO RULE IID. 16. CI ACULAR FORIIS-SOIIOTUOE FI BAE FORIIS. I\EUSAOLE AIIO \/ASH-OFF FOHH>; L/\01\,\00 "• 1/1\SH OFF; l, II. $C0f I ELD OR LAS CO~ IT[- REUSABLE. COLO JO I NTS-STAIIOARO 11ETAL KEYED DIVIDERS FOR COLO JO I NTS, SUBJECT TO APPROVAL Of THE ARCHITECT. USE AIICl\3RS AIIO IIMIGERS THAT DO IIOT LEAVE EXPOSED IIETAL AT SU~FACE. f!AIIG[I\S SUPPOnT I IIG FORMS FROII STRUCT\JML STEEL SH,~LL OE SYMIIETR I CALLY AI\I\AIIGED TO /1111111IZE TI/ISTIIIG 0~ nOTAT/Oll OF 1:rn0rn. 00 UOT PEIIETRATE STnUCTUR/\L STEEL 11EIIOERS. E !TtlER \/000, OEVELED AUD COATED WI TH A SURFACE-COIIVERS I 011 TYPE FORM RELEASE AGEIIT OR PROPRIETARY IIET,\L F0n11S SPJ\LL OE /\CCEPTAOLE TO 0\/ll[R. FOAMS, WHERE- EVER COIICRETE IS TO OE EXPOSED, !.UST HAVE FQRII OOAADS oa PLYYOOD SIIElTS sn PLUHO AIIO LEVEL. DI\/\CE TO OE srno:lG AliO u:,YlriLDIIIG. MAKE SUFFICIEIHLY TIGHT TO PtlEVEtlT COIICRETE SEEPAGE. MKE PROVISIOIIS FOi\ PIPES, SLEEVES, M,CllORS, lllSERTS, REGLETS, AIICIIOR SLOTS, Ill\ I LERS, \/ATERSTOPS A/10 OTHER FEATU:tES. r:o 1:000 OTHER T/IJ\11 IIEt[SSARY /IA IL- I NG OLOC KS SIIALL DE EMOEODED 111 COIICRETE. I IIS Tr,Ll /\IIO COO RD I !IA TE \/1 TH SUPPLIEtlS or EIIDEDOED ITEMS TO 0[ lllSTALLEO. SECURELY tJICHOn EIIOEOOEO ITEIIS ltl conn[CT LOC/\T I 0:1 AUD ALI G:rnrnT rn I OR TO PLJ\C I IIG co:1CRETE. FRAME OPEIIIIIGS AS IIIOICATEO 0:1 DIIAVIIIGS AllO AS nEQUIRED ran ALL OTHEn PEIIE- TMIIO:IS s1:01~1 0:1 01\J\Vl/lGS. IIJHALL STEEL SLEEVES SUPPLIED OY OTHERS FOn PIPES AUD COIIDUITS. SLEEVE SIZE SMALL OE /\T LEJ\ST OtiE SIZE L/\1\G[R TflAII PEllETMTI/IG ITEI\. THE Mlllll:U!l TII\E FOR F0n11S MIO £1l0RIIIG TO n£f'.\lll Ill PLACE SfL\LL DE-SLADS 0:1 GRADE AIIO SIDES OF FOOTlllGS: 5 D,WS. PATCH ALL HOLES IJITII Pn[~SUAE Gi\OU?lllG Gu:1 AllD GAOUT HIX OF o:JE (I) l'AnT CE11EllT AllD 2 1/2 PllnTS S/\110 MTEn t:\SlllllG COIi CRETE. PATCII HOLES IIUIEOIATE- L Y AFTEn FOi\11 nrnOVI\L. 3. REINFORCING STEEL 1. tLL REINFORCING STEEL SHALL BE GRADE 60 EXCEPT FOR ffh & SMALLER WHICH SHALL BE GRADE 40 n, ACCORDANCE \'TITH A .S .T .M. A615 UNLESS OTHERWISE NOTED; 2. LOW HYDROGEN \'IELDING RODS SHALL BE USED FOR ALL WELDING OF REINF. BARS. J. BARS NOTE "CON'T", TYPICAL WALL REINF., AND VERT. COLUMN REINF, SHALL HAVE A MINIMUM SPLICE EQUAL TO STANDARD LAP SPLICE. STANDARD LAP SHALL BE 48.BAR DIA. IN MASONRY AND 36 BAR DIA, L" CONCRETE. 4• REINF. SHALL BE SPLICED ONLY AS SHOWN OR NOTED, SPLICES AT OTHER LOCATIONS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER, ALL VERTICAL WALL REINFORCEMENT SHALL BE CON- TINUOUS BETWEEN SPLICE LOCATIONS SHOWN IN THE DETAILS. - -ALL VERTICAL WALL REINF. SHALL HAVE NO SPLICES EXCEPT AT • 1 THE FOUNDATIONS, UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. 5, SPLICES IN ADJACENT HORIZ. WALL REINF. BARS SHALL BE STAGGERED 4' -0" MINIMUM UNLESS OTHERWISE NOTED. 6, PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE SAME SIZE AND NUMBER AS VERTICAL WALL OR COLUMN REINF. DOWELS SHALL HAVE A MINIMUM PROJECTION EQUAL TO STANDARD LAP SPLICES UNLESS OTHERWISE NOTED. !j 'I \! .1 ,. ! I I '! i; ti ; I • " '' / ii ! ' !1 i\ 11 11 I I, Ii Ii ' ~ I I r,. ALL REINF. ANCHOR BOLTS AND OTHER INSEJSS SHALL BE SECUTIED IN PLACE PRIOR TO PLACING CONCf..ETE OR GROUTING MASO}ffiYo PROVIDE THE FOLLOWING MINIMUM PROTEGTIVE COVERING OF CONCRETE: • BELO'// GRADE: (UNFORMED) (FORMED) 3" 2" 1" CLEAR CLEAR CLEJ\H CLEAR CLEAR CLEAR BELO':/ G Il.ADE WALLS COLUHNS l l,_n " 11=.u BEA!,13 AND GIRDERS J/4" ST!l.UC'.i'URAL SLAB (ABOVE GRADE) 9, #5 OR LARGER REINF. BARS S!JALL NOT BE RE-BEllT WITHOUT APP:lOVAL. OF STRUCTURAL ENGINEER, f'h' C~t:Zr.''c!..-,'t!J. r.n::CrtEil! S!~:''.LL ez filSTt'.LL[O ltJ ACCOiw:u:cE U I TH AC I -302. P~OTEC T f:i:..L t!J:Tit Ff.Cl ;;c:1, uu:o, fd'Utl r,.::n OYii;!fl DISTIJ:lCA!lCES U~lTIL THDKOUGHLY SET. f,Lt r.a:;c~s,~ CJ~[\ Si:.1u. ~:, cr,~n I ITD. CUT AS :1 CC'.ITI :1uous OPEf\ATI 0:1 u:1T IL PL1'cC -HlG o:, n::: $'.:CilC:l 15 c.::::>Loic. "' il:Z \;j\Till!n C./\USED rn:; PL,,c IIJG TV·.rrn,,-~~;~~ YO r:a~~EO ;.:J_D}G'..t~3·,~··, ¥!1~ nr;t S!~Y1..t c: COOU:D CY HITTlflG TIit riGGR::-Ldc. G~ 07,,an t1CCt,P1f.1l" LcTI,JJ. I~ fdR IS OeLO\/ l:O r-. DURltJG Pl1:CIIIG, re:,:?~\1."\TU:'lt or: PL'\S'il c Cc:u;rn~T:! /\~ PL'\C[O St~'.\ll DE AOOVt:: 55 r. Nm SM.~U .. D~ 50 i',1!.lTMlltD Gol'.!',:;;;;1 50 A:::1 ;o FO~ i'I nsr S(VW DAYS or CUR lfJQ. o. HlST/\LL ru .. t SLE[V2.J~ t:Jc::of?St HlSEnrs. ~OUGtl lt.'\ilC:U· ... 1E tum OTl!~R ITE!lS /\S f1€-Q(J1r.so FO~ ,~ cu::?LcT\! lllSi,\Llt,ilO:l M s1:oi.~1 0'.J Tl'.Z Di\/\\JIIJGS AIJO DESCRIBED lil TI!E5IT SPECIVICJWIG~i~. (i) PIPE$ OR DUCTS EXCEEDING ONE THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN STHUCTUHAL CONG. UNLl::SS SPECIFICALLY DETAILED. SEE MECHANICAL AND/OR ELECTRICAL DWGS. FOR LOCATION OR SLEEVES, ACCESSORIES, EJ'C. (2) P):fl;S MAY PASS THROUGH STRUCTURi\L CONC. IN SLEEVES, BUT SHALL NOT BF, E!,ffiEDDED THEREIN •. (l;) r,t1a:,t:1 .n:J FGL.Un1t:J m:rn:u:1 cc::r:tESSIVE SHl',iGTIIS AT 20 DAYS PROPOnT- IC'.l[[t 'JITl!Hl 1,:1 FGlLG'./HIG"LHliT31 (:l. ) HHtli:t;;L rs 1. 1w ~n· 1,1\;1. •.-.. -;,-- a 11 lrl 11'.U:1 5-.~CltS Cl:J1E;: i' PER CU. YO. tt\X I l';JII SLUt1P ] HJ. m:: (;:lr.cr Pr.aro~T Jo:1s F()~ , il:3 j;JX, liJCLUD I tlG Ml0U11TS OF ADIi i XTURE (IF r,iyj MlO 1.!;UEn, 511,1Ll c_; oni;rullrrED OV TIIE CO:ITMCTOR ·s COtiSULTlflG EtJGlrl:181 fJJO ,WPi'IOV::O ~-: n::z ,'a1CIIITECT. (3.) GnE.1irn N;o·v:!Ts OF crnrtrr ~EQVl~EO AS.~ n!:SULT OF STRUIGTH OR lrlSTALLATIOII net[Ummrnrs S!'.~ll De FUf~tlSi!EO DV Tflf. COtlTRACTOR AT HO COST TO THE ow1rn. (11.·) ronn.t.r:!J CEi;:ti,-c~:lFORIIHIG TO AST/I C 150, T'IPES I, 11, LO\/ ALKALI. (S.) Flrl[i' ,1GGnEGATi,-co:wo~;11:/G TO ASTll CJ3, GMD[D 1/11 INCH TO Ctri[ST. I ((,.) COMlSe MGnE~ .. \TE-CG:IF0~:1tr1G TO ASTl1 CJ3. GRADED TO 111, INCH TO COARSEST. (0.) r:n;:-sup ,1GGr-tr,;1:f l\5 fP-1UFACTU~ED nv rt1::1 O!nlG CllcJH-CAl co;:~r.,:v. (9.) COLG:l llliffU.lE-Cl:1Gr11n A0:11xrunE AS 1WlliFt,CTU:1ED or 1..11. SCOFltLO cOn?~:n. . (10.) CC'lT~Ol JOl!JTS-(lUtCt( JOllli, ZIP STi\lP 0~ SA\/ cur. (11.) EiiPN:s10:1 JOlllTS-S.MlDARO 1:Hf,L llEYEO 01v1orns FOR COLO JOIIITS, SUDJEct YO r,r\CHITECY'S APPnOVAL. ( 12.) no:J-SllR 1111( GAOUT-El,Jf.CO GROU1" A~ IWJUFACTURED OY HAS Tm BU I LDEnS. ( J 3.) rnPMJS I 0:1 JOl!IT SEi\LltlG COI\POUllO··COLD·APPLI ED POURED LA TEX RUBBrn TYPE SE,\LAIIT, co;JFORl1 ltlG TO ASTfl O I U50. (11,.) 11,nrn-CLEA!l AND POTADLE (15.) CUfllt/G lt\TERIALS: (A) 111\TERPROOF PAPER SHALL CDIIFORH TO ASTI< C 171, TYPE I OR TYPE 11. {O) ounLAP SIIALL COlffORII TO FEDERAL SPECIFICATI0:1 ccc-c46)B. (C) EXPMISIOII JOIIIT FILLrn SHALL BE PREMOL0£0, OF SIZES ANO THICK/IESSES 5110\ill Oil ORAi/i llGS. Cati FORM tl/G TO ASTI\ D 175 I. (D) SEALING-APPLY "THE ASHFORD FORrnLA" TO THE CONCRETE SLAB AT THE RATE OF APPROXIMATELY 250 SQ. FT. PER GALLOII. ASHFORD f0R'1ULA MAY BE f,PPL I ED TO DAMP SURFACES AS LOtlG AS ALL PUDDLED AREAS ME S\IEPT Al/AV so THE ASHFOHD FORHULA IS 11or DILUTED BEFORE IT IS ABLE TO PEIIETRAT[ THE SURFACE. OISTRIOUTOR-1\ARTECH ASSOCIATES, CHATSWORTH. CALIFORIIIA. I DI COtlCRETE FIIIISHES• Ill (I) STEEL TROWEL FINfSH: fi ,j (A) UIILESS OTll[RIIISE SPECIFIED, ALL IIJTERIOR SLAOS, SLABS TO RECEIVE VATER-11 PROOF MEMJIV,tlE, RES IL I EIIT FLOOR t 1/G OR CARPE-T 11/G SliALL BE STEEL-TRO\iEL- 1 ED Sl1QOTIL '.,1,j (D) P~ovtoE 1~\RO, DEi/SE, Sl'.OOTl1, 111Prnv1ous SURFACE, rnEE OF DEFECTS, P.CIIIEVED DY 1/0RIUtlG STEEL TRO\IELS IIITO TOP SURf,\CE OF COl:CR[TE. " i 1.,---0-~-,--~----···--~•.• ----~ -····-·--·-· ·----~ .. ·•----·-·~ -·'" - (2) DEPRESS SLAC-3 FOR TILE OR TERRAZZO noons, /\S SIIO\.':I Oil rn, Olv~'./ltiGS. (3) onoo11 Flill SM·FO~ EXTERIOn ,LADS WO fl.AMPS• ,1'EEL TllOIIEL s1;oon1 r,:rn LEVEL. FIIIISII sunFAC[ '[iV Uil0011111G7TI7'ill\A[LEL [HIES 1/ITII A llf.OIUll fl,\IP. STMLE onoon PERPEIJO I CUL1\R T0 THE O I RECT I Oil OF TllA,F f (. ( 4) Si\LT F ti!' Sfl-FOR EXT ER I on SLAGS A5 I 110 I Ci\ TEfJ 011 THE or-AH I IIGS: SHEL TRO\IEL s110on1 ArlD LEVEL, ADO CDN\SE ROCK $,\LT TO Tl\Ol!<L£U Clll:Cl\tr~ AtlD \!ASII OFF I/HEIi COi\CRETE IS CURED. (5) ?ROVIDe ~11,11 c~''ll,P";;"Ut' "'P ""LL -;-,-,--:---,~-:--1: c-'"'-=---·-;;:--:)o:-,,.,, "!"" ru--.... u~0 Ji.. ... .l"l --'~~~ ..., ..... _, JJ;!_:_,___..._._;., (Gi) REFER TO ARCH' L. DWGS O FOP. go1n:' G;:co-.;-~s' orJ1AJ.Z1r~'::' CLIPS on Gl'!OUlfDS REQ' D TO BE CAST 111 cor;c .. AND FOl: Loc:~TIO!JS OF fLOOR FINISH.GS A1[J SLAii D3??c;ssror:~: .. E. SLAD LEVEL1-ALL sunFACES SHALL FlrJISII T,,. TO 1/0 ltiCfl Ill 10 FEET 0:1 '' STnl\lG\IT EDGE. F. I\\Rl(-OH LlliES·SIMLL GE FORIIED UITII cunvEO EOG!t,G TOOL, IIEAT M!O Tf\UE TO LIIIE, UIJ I FOi\/1 1 ifflOUGl:OUT. G, EXPN1srm1 JOIIITS. PROV I DE PREr:OLDED EXPAIIS I oa JO I I/TS TO FULL 01:PTll or-SL,,DS WIEnE 11:0 I CA TEO OtJ DRAtllflGS. IIISTIILL \/ITII TOP EDGE 1/2 lt1Crl 3ELO',J TltE SURFACE NiO TOOL ADJf,CEllT COIJGnETE EDGES TO A 1/8 IIICII RADIUS. USE Gr,LVAIIIZED Cll\lRS AT ,\RE/\S \JITII l:OIST-·URE OARn1rns l\t10 STEEL PlllS IIJ Ar\EAS \/ITHOUT 1:01srunE il,,nn1rn ro llOLO rc\TEnlt,L IU PLACE DUrtltJG PLArrnc NW FL0,"1TlflG C,F co:jcnETE. i\TTErt f1 i1WH'.Uii OF 23 0/'\'-tS AFTER SL,~OS 11/\VE OEEtl PL,~CED lltlO FIIIISIIED, FILL TOPS OF EXPM/SIO:I JOl::TS \IITil SEALER TO 1/0 tllCil OELOU SUrlFACE OF su,os. ,\Ll()'J r:o TMFFIC TO rr,wa 0•1rn SEALED JO BITS u:IT IL Sf.Alm Is TIIO~OuG:IL'I c:w. II. 111 X IHG: (I) C1.E,,ov-r11z cm:cnETC:, lllXED /\flO DELIV,~f\ZD HI ACC0:\01'/JC( lH11l f\S.QIJl~Et1CrlTS o:-: 'SPECIFIC,~TIC:JS FO~ r.~.~DV-1\l~ED co:itnETE', ,\STII c;!,. (2) OATCII PLArlT nr~HIG: fUlllJ I SIIED co:wrn \!EI G1::v,sTrn AFF I D,\V ns CEr.TI FY I flG co:1Fo~i:·,:1CE \II Yll EtlGHJEEliEO r11;: OESIG!lS. r. co:irnoL JOIIITS v:iuss orm:m!ISE ::OTEO 0:1 D~fi\Jli!GS, P[l01JIDE co:1rnoL JOIIHS ,\S FOLLO\!S: (I) FLOOP. SL,,OS 20 Fl:ET O. C. rnc11 \!,W. (2) coricnETE l!.1Ll(S 10 FEET o.c. EACII nv. (3) LOCATIOJI OF COl:STRUCTIOll OP. POu,, cTODITS J.r<.JST BE AP?f,OVE:U 3Y THE STRUCTu?~tL ENGDIB.ER, J. COIIVEV I tlG Iii ID PLAC ltlG co:1cnnE: ( I ) (2) ( J) ( 5) ( 6) ( 7) ( 0) (9) COIJFOnll TO THE ~EQUiREJ;rnTs OF ACr-6111, l/lTcST EDITIO:L PLACE COtlrnETE t/lTIIIII 1,5 Mll!UTES Arrrn I',DOITIO:l OF 11.,rrn /,'JD ADMIXTURES. DEPOSIT CO:ICRETE AS tlEATLY /\S POSSIOLE TO ITS FIII/\L POSITIO:I TO /\VOID f<E· IIAIIOLIIIG, SEPAMTI011 on LOSS OF IIIGREOIWTS. DO IIOT DROP co::c,,ETE IIJ EXCESS OF SITT (6) FEET. STOP Pouns LEVEL. ,1LL0ll 110 COIISTnUCTIOfl JOIIITS E~CEPT L11Er.E SI\Ole::: 0:1 o:w.11:1GS, 0~ AS APPROVED av TIIE s,RUCTURAL ENGINEER- v I ORATIO!/ OF coricnETE-TO DE t\ADE 1/ITII HECIWI IC,\L VICit\TOR rnooucrr:G 5,SCO IIIPULSES rm IIIIJUTf:. 00 llOT VIOMTE FORl:'./OA~- Pour. co:1cnETE ;~GA IIISY EX I ST lflG COiJCAEiE AFTrn R(/;QV 11:G L1\I TP.IJCc t'.I~ SCU!:0 AGGREGATE rs E~PDSEO, U5ltlG A PAIHEn OF CEnrnT PASTE. CEIIEIIT OASES-I HST/ILL CEfltllT C.~SES \JITll O,\SE FLUSII N10· srn,.rGIIT, STEEL Tf\Q\licl TO ,1 DEIISE r1111s11 USIIIG A CEI\EIIT IIIX OF OllE (!) PAnT POnTLN1D cE1:rnT 1,;rn TflREE (3) Pr,nrs SMID DY VOLU11E, ll1ST,1LLED ovrn 1:"Tr,L LIITll MCI.IIIG. (16) cor:n1rnou::; INSPECTION BY A DEPlITY DIS?BCTOR IS REQUIRT.:."D OF ALL CONCRCTE PLACEJ.\EllT EXCE!'T FOR SLABS ON GRADS AJ!D 2000 PSI laQUNDATION COHCRE'I'E • K. PATCII IIIG: lllHEOIATELY M,rn STnlPPIIJG FORIIS, P/\TCII Mlr!On DEFECTS, FORil-TrE 11DLES, iiO:JEY-COIIDED MEAS' ETC'' OEFQ;tE COilCllETE ls THOP.OUGill V Dni'. nEr:oVE LEDGES r,::o CULGcS • PATCIIIIIG Slt\LI. cs cmiPLETEO TO me SATISF(,CTIG:l or-r1:·; r.~CIIITECT. L. CUIHIIG: ( I ) !(E[P co:1cnn,. HI.~ r1:onouGllLY l'nlST CC:lDITIC:J rnc;1 Ti'.l ill!E IT IS rv.t[O u:Hll 17 t~,s CU:iED rnn r,T LEi,ST SEVEll (7) {J,W5. • (2) !.EEP .~ll r-oru;s SUf'i'ICIEllTLY \/cl TO Pni:vwr onnt:G OUT Oi' Tfi[ COIICl1ETG. (3) FOG 5Pfc~V f'i\ES!!LV PLf.CED SU'\DS cc:JTHIUCUSt,Y e:1T1l FIIJISIIIIIG OPEnt,,1c:1s cm·;~c;:ct!.. l\LLO.J r:o ~Lt,c:.J ro c:;co:'.2 n::·1 l\V tJJV r1r:~ 1r.JT1L cu:urrn c::t!lu1-rJt:1·3 An.E co1Hltznz. cuiir u In~ r;c:Jsi't~ 1n, r:·.j;,-•.1 ... ".'.'!?C:O l'-JJO _ 1/,rtrn CU11 HJG Prs?En. \!i:"i" Clr.U.f',P o) FCG 5f:l."\V!J. (4) SECTIOll 2604 (D) "EVALUATI011 Jd,r ACCEPT,\llCE OF CC:l/~.it:C:TS" OF T!!r. 19 UHIFORH BUILDING COD? I? 1, E'AR':' DY 1'}i.E:J2 SPEC IT (CATI0!/3 WITH 1'1'3 FOLLO\'iir:c ADDI":'ION,\L /,;OPI: SI'RINGEIJT P..EO.UI?..El-E!ITS., THF. STRENGTH LEVEL' OF THE COllCRSTE WILL BE CDNSIDE?3D SATISFACTORY I? TrE AVSP.\GI; O? TF-::: s:-rr:sr:GTH TESi'S o:: :~ GIVEn· AREA 02 •;121 EQUALS 0~ ~XCE3I}[; 1I}:Z SP::::c.r::!I:D .STP..EJ':GTH AT 2$ .1.,'.~.Ys, WITH t;o ri;DI7ID;,iAL SI'R3J;GTi-i T=s:- OF SUCH AREA on rJI~ NEL LEt.iS 'J1H.r\J; 5% P~L01J: THAT SPE:CI::'EfJ. CDUCRETE TH.AT t02S 1i01 is.:..r O?. EXCE:::D T:SSL CRITZR:l.i, 1;1:: ... 1. BE nzr,:J7 .. t~ BY Tl-'..E CO!IT:u~c:io~ A!::C: IS~:,LAC!:D u::Tr: CC)J;CRET:S w:rrc: cv.~T.';')P],~ TO T!E:;sr: r,::.::.:T:::i..Jq llf ff ~ JJ11f, r." :1.r. r ~Tr,; (I) 1r t-:.JV co::cKITll L'JfH~ -~ ;:or For.:i~O /\S WD!CAT~O; IS i:G7 TilUE f'Q lfJYE;ir;-ED .~LI G111'.:'.l:T; IS 1:oT rtur:c 0:1 LEVEL {'.HETT!: 50 lrlTet:Drn, 15 t!OT rnuc TO HlTE!JOEO ~'V\ois r.irn LEVeLs: t~'\$ tra,os. \;t:rnvcm::J 0~ ["(OC:t POCt(ET~ TI!:i"i iUWE OE£U r=rLLt:.D; li:lLESS u:!\)(![1 TI~! OH1l:CTlml Otr Ttl(; G' .. :n~as on tlfS nEri-rl.ES.EtJTtffl VE i l!AS l',:JV .S;'\HuU~ • s;:.'W ltlGS t l!QOD cm o::cru $ n:JEODEO IU 1T t 0[\ DOZS-r:or F1.ILL V co::FOnfl iO Tl:!:: i'll~'Jl 51 c:: ~ (Jc• ·mi· CG:lT~c",CT, n:::r1 SIJ'tl(· cor:c~n~ !:o~r, tat.LL o, 01;[1::oo TO c:z OEHG'i"!Ve 1:1rr::n1t.~ :,:rn/on r-t.ui.r11 1:Q1ru:0:J:l!IIP ,\:JD ri:-: to:.im1'c~i{)~ tC!.l UEr:Jvc. ,~J'.! ,,:::). n;: 31,G hl (115 G:."'J EitP£llS'.: (2) ,'\fTEn oeFECT IVci o;i FAUL rt cr.:icRETo IS Re::ovrn, E?. l s·t IIJG SURFACE~ S!!.'.tl DE rno~OUGlllY CLENJED. tlEl/ MTrnlr,L SlrnLL CZ GUiJITE, JUST rnro~ ;o Pli'.C IIJG OF l!Ell I\\TEnlAL, EXISTHIG cor:cRET[ CC:lTACT 08:0LITIO:I Al:D R[• Pl\tn SH:'\U. o.~ COilE u:rncn TH2 SUPEfltJISIO;i or-fl;! OL:!~~ 0/ ins nEP.:':.Z-. S£tiT,W I Vlo AT TIie co1Tnr.cron' S 0-.:1 er.PWS:3. (3) ,\~CIIIT[CT ftW nEQUllHi r,DDITIC:1i'.L Cll:A:lll!G lllTH C,~~r:u;iu:wu11 t,0::2; u:i· SMDOL~ST ll!G F0:1 5iUJc0.tiJ .,~'.;:;\S, r.r i:D ADD I Tlm!AL cosi• TO--'iri:! o:::1rn. ,v-.-.11.mn1 1..1J1Jt:'> AIW ~PtLIJ-IC/\TIOtiS, 1974 EDITJOfL o. M1ERICMI SOCIETY FOR TESTHIG ,t~TERtALS (ASTM) ran MASOIJRY t GROUT. C. U:IIFORI\ OUILOIIJG COOE -H'32 (DITIO>J. D. co:,cnEn BLOCK r•.\SOlrnY INSPECTORS IWIUAL' PUBLISHED av THE T[ CHN I CAL COilMITTH OF TIIE CALIFORNIA COIICROE IIASONRY MAIIUFACUTRERS ASSOCIATIOII. E. i\STI\ C·90, LATEST EOtTIOll, OLOCK 1',\SO>IRY U//ITS. F. ORICK ,_,so,rnv TECIHIICAL DATA OULLETIII IJO. 19, ASSOCIATED ORICK MAIIUF,\CTURER'S OF SOUTllEnll CAL I FROII Ill. G. STANDARD SPECIFICATIOIIS FOR DUILDIIIG ORICK (SOLID HASOIIRY UNIT,S) ASTM C-67, LATEST EDITION. ' H. STAIJ0/1.no $P[c1r1CI\TIOIIS ran. J:°A(ltlG BRICK ,\STH (-21&. I. SCPI -STHUCTUML CLAY PRODUCTS 11/STITUTE. 2. r-:onT,\f\ MJD Gf\OUT A. l~\TERIALS (I) s.,nd: COIIFOHMIIJG TO ASrn Cl'•'•· EXCEPT THAT liOT LESS THAii Jl SHALL PASS THROUGH THE 1/0. 100 SI EVE. GROUT SANO AND PEA GRAVEL SHALL BE \/ELL· GR!\D[D \.IITH !JOT rlORE THAii si PASSII/G THROUGH THE NO. 8 SIEVE AIID \JITH 951 TO 1002 ~ASSING TH[ J/8 Ill. SIEVE. CONFORM TO ASTII C404. (2) PORTLAtlD CEl<EIIT: AST>1 C 150 TYPE 11, LOIi ALYJ\L I, {)) LIME: ASTII C207-74 TYPES. (4) HO~TAR COLORS: PUil[, ALMLI RESISTANT, 1:0ll·METALIC IUll[RAL COLORS. (5) AOnlXTURES. RED LABEL SUC011[N -GROUT AID TYPE I I' ~ORTAROII o• PENN 1 DIXIE CHEMICAL C011PAIIY OR OHICROtl OY MASTER BUILDERS. (6) \JAHR: CLEAi! AHO PDTAOLE. (7) CALCIUI' CIRDRtDE -"SMLL ,t0T OE PERHITTED." B. ll!SES C, {I) /IQRTAR, UOC_ TVPE_S0 Ill FOLL0\/11/G PROPORTIOIIS OY LOOSE, ORY VOLUMES: PORTLAND CEH[NT ..... HYDRA T/'cP LIME I\ORTAR SAl/0 .... , ... . IIOR TAR COLORS ...... . ADIi t ,TUR[ .......... . (2) F Ill[ GROUT: I PART 1/4 PART(HIN; TO½,_ PART (MAX) 3 PMTS AS REQUIRED PER flAIIUFACTURER'S REC011[1IOATIO;JS, l!OT TO EHHD 1/10 V,OLU/1[ OF CEIIEHT. FOR SPACES LESS THAN 2 Ill. \/10[ MID DLOC;<. CELLS LESS TWIii J IIL X J 111 .. Ill TllE rOLLOI/IIIG PROPORTIOilS OY LOOSE. DRY VOLUMES: PORTLN/0 CE11EtlT ... 1. I PART GROUT SANO.......... 3 PARTS ADIi I HU>1E... . . . . . . . . rm ,w:uu.c TUR[R 'S HECOl'.'l[llDAT I 0,1s. " (3) PE,1 GHAVEL GROUT: FOR SPAC&S 2 Ill. \IIDE OR HORE, NIO DLOrn CELLS J Ill. X J Ill. AIIO LARGER, Ill THE FOLLOIIIIJG PROPO;\TIOIIS ov LOOSE, onv VOLU11ES: PORTLAND rn11rnr, ... . GROUT SAl/0 .. , ...... , PEA GRAVEL ......... . AOMI XTUHE .......... . \IA TE R ....... , ...... . (I) PROPOOTIOtlS: I PART J f'AnTS 2 Pt\rns PER MIIUFACTURER'S RECOlll<EIIOATIO>IS. IJOT TO EXCEED 7-112 GALLOIIS PER SACK or CE-. 11EIIT. ('SUFflCI F.::NT TO ALL.O~ GROUT TO FLo~I INlO ALL. LIOli,lTG.) ACCURATE VOLU'1E 11EASURE11rnT, Ill MEC/IAIIICAL 111xrn ONE (I) FULL SACK CAPAC I TY. USE IIEASUfll11G COXES FOR IIIGREO I Et!TS. (2) HIX SHORT 1/;~rrn, CEMrnT At/0 SA/10 FOR Tl/0 (2) 1\11/UTES, .~oo LIME OR IIDlltXTURE ANO ADDITI0:11\L \iATEn, AllO 111X Fon TEii (10) llltiUTES. ADD \!,, rm FOR TIIE PROPER \JJnMB IL I TY. ' ( J) CC'.IS I STTIICY: I n. 1;0RTAR--SLUH? 2-J/11 IIJ., USlilG 2 Ill. :t 2 lrJ. :X 6 ltJ. lltGII TRUtJCflTED COtlE. b. en our--TO PERIi! T POUHIIIG UI THO UT SEGnEGAT 1011. D. i\PP(I C,\T I 011: (I) 1:onTM: n. JOIIITS SHALL DE 3/8 tu. TitlCI(, STllAIGIH, UIIIFOIU\ Ill ,c'OlHIG AIID CLEAIJ \JITII THE FOLLOWIIIG TYPES OF TOOLIHG: b. EXPOSED f\ASONRY: COtiCAVE JOii/TS. c. VALLS RECEIVillG PLASTER: STRUCK FLUSH d. \JALL S TO BE PA I NTED: STRUCK FLUSH AHO SAC~. e. SEE DRAWINGS FOR SPECIAL JOINTING TYPES. f. All-'ORKING OF MORTAR SHALL !JOT B[ P[R111TTEO 111 QIJE (1) HOUR AFTER a. b. C. d. e. f. g. h. '. l~jlflAL ~I'(_ s RE! IIFORC lfiG STEEL SHALL OE Ill PLACE MID li!SPECTE~ DEFO:lE GI\OIJTl:iG STARTS. h CELLS SHALL 2E ::r V3~U'IC.~L .\L::G!·IT-Btrr -ro ?11u·.~:r:.:-=~ A MiffL,HJM u1;0BSTR.L'CTZ1J GUF.E O!i' 3'1 I. . .)"',, DOWELS FR0:,1 FCO'l'IUG3 SHALL EE .S3T TO ALIGJJ \f/CJlE CCN--· TAI!IIJIG GnOUT, SOLIDLY FILL CELLS COIITAll/lllG RElllFORCEHEIIT. POUR GROUT Ill 1, FT. LIFTS STOPPIIIG Poun 2 IIICIIES OELOH T!IE TOP OF TIIE COURSE. GROUTING OF BEANS OVER OPEIIIIIGS SHALL OE OOIIE Ill A COtiTIHUOUS OPERATIDIL GROUT ALL CELLS SOLID FOR A HEIGHT OF 2 FT. 0 Ill. HIIIIMU/1 /\OOVE ALL OPENINGS. COVER TOPS OF UIIFILLED CELL COLUMNS UNDER A HORIZONTAL KASOIIRV BEAH ~I TII METAL LATH. soL 10 GRolJT /\LL. C.EL.L<c, Af:XlV[:: ~ BEL.aw FJN!oH GR/wr.; CONTAINING fc'.x:JL-TS, Al,ICHOf".0, Rl::lt-../f'COf"'.C/f-...10 AN P OTHER ITE.Jv1'5 lf-..JSER-rED I1-..J -n-lE NALL, PROVIDE A 3/4 Ill. CLEARANCE AROUND ALL RElllFORCIIJG FOR GROUT • CL EARAtlC E. E. TESTS: (I) MORTAR TEST: 2 IN. Xii Ill. CYLINDERS COMPRESS ION: 7 DAYS. 28 DAYS. 750 PSI .2,500 PSI (2) GROUT TEST: PRIS><S, APPROXIMATELY 3 Iii. , ) Ill. , < Ill. 1\1\DE Ill ORlf,K 110LGS, MOLDS, MOLDS BROKEN A\.JAY AFTER SPECIMUI HAS SET. TESTED 111 VERTICAL POSITION. COHPRESSIOII: 7 DAYS. 28 DAYS. . I , 000 PS I .2,000 PSI UUIT MSONRY: A. GENERAL• (I) FURIIISII ALL U,OOR, MATERIALS, EQUIPI\EtlT, APPLIN,Cb t\llD IIECESSARY IIICIOEIHALS FOR TIIE COMPLETE IIISTALLATIOII OF ALL U;JIT ll~SO/IRY AS SHQ1;;; Oil THE DRA\IIIIGS Af/0 AS SPECIFIED HEREIII. (2) INSTALL ALL SLEEVES, AIICHOR DOLTS AIIO I\ISCELLAIIEOUS r1rSERTS AS ARE NECESSARY. D. MATERIALS: ( I) concRETE OLOCK: a. GRADEN TO COMPLY \Jlnt REQUIREHEllTS OF AST/1 C~O: b. COHPRESSIVE STRE~GTH, GROSS AREA. \,A HR AOSORPT I OIL . . L lll(AR SHA 1/IKAGE. . . 1,500 PSI 1111/tHUIJ 40t MAXIMl/11 .O~, >IAXIMUI\ c. CONCRETE DLOCK SHALL OE OF COLOR AIID TEXTIJ;\E AS IIOTED OIJ Tl1E DR!\\IINGS. I/HERE tlD SPECIAL COLORING OR TEXTURING ARE INDICATED USE 8 Ill. X 8 IIL X 16 Ill. STANDARD COllCRETE OLOC:<S. {2) EXPAIISIOII JOIIITS: DURO·IIALL RAPID COIITnOL JDIIJT 110. 8 OR 3URKE--VINVLOK -RS0-)8-9, 13) STACKEO __ OOtlD IIITAL TIES,:--HIDUSTRl/1 . nE PHO I OUR0-1/ALL • ECONO LO~. • r-' -. :c::;.~~z:Y.::::. -~.:l~.'l rl 1,~i,,v,,.cw,, -~-.11\/\CCQLLOLJG!-l ' SOCI/\Jt • ARCHITtCTS <(•¥if., "-'.(!lf'l•·\i~ :;\-,'Aal~jij, ,; •W -<i(,a~· 10\ ',',[cl->j"e\ .•l,\4l'"f~J;,/ir. .,,,,., I• 16815 Ve~ l<.;:rmm /w-::r.•Je:./0:u:-::~ ~~QI -·-·-·· .. ···-··-··--·-· _!~:1:-_~ 92714 (lfj_~_66q-9·26-1 .. I'- i ~=-~1==,,--==..,_=,..-===="""-~-·-T-·-·--l N'Pfl~ED --i.· -- 1! t.;3£:J,)~ =-r ··k.~O·--~i··-31\ _r,,--,;:r:.:.,; _-~.,~·1·":,1✓-· 'I '""",\ ti/h.l/1 fl /1 [) ·11~-'·:'-m-11 1.c ... ;/:' !' •• _.'1,r\ ,!'"'"',</ '- ~ 1 PUBLIC WORKS DH1ECT01 n£ l'~0-.-1R\llli.> -7.-2-0;, DATI! DY OESCnlPTiotl /\P?'D. OtSJGNW 1. on1wm REVISIONS CHECl(ED jDkT~ ··-·---~ ,.1 ~:_s 7. • ,--,y. ·-·. --· '.c.,."c""O. ,-,-., •• ___ ·=·· ·"""""' -="'-~''""'"-·-"•·-•··· ••. .. ' --·--·-. ,. . . .. . ----···---·-.. -·--~--·- j 1--.-2;.~ __ Ju \ u u ·""·• --\.,;iu '.il'.,,:-,( .. , .... u ·t.::., u· ._, ·, u· LlJ ·:•,. 'I . rl I j .. .,,,,~""""-...,,,.,_,..= E.",=-.r . ..-•,="""""'"""'"'-"'"' •a··.••-,.._ ·-r-c-,··,,-,=s-~-._--,, •• -Ii lqLD~ c,pr=("'IF-!f'>}Jj(.)f,JC: • , ,1 ll __. \.:l. '--" L-.J . --...,J .. ' \.,,)· ,·,------•--------~~ •-••••-.,~~,••~••a• -I cir'! or-r1r:1 Nr-orrr nE1\G!-/\--, ,J ! PUOLIC l'IORl(S DEPr'.f!H;lENT SEEl:f 1;" Cc ',··_, . 7::--:::;__/ ~,~-:.:".=.--:-----:.:-:::::;:· _•.--;:"~-•; • •·· ·e • _ :";;,":~ .. •.'. -_•:;.:_:• C ;•""::.-,-, • •~ '. •• 'l f JI ,: : '. i ,, !_,j 0 ,,; . " 1,I, CJ i ii i;; I ' ' '. I • I t!i242 [ --·--~-·--·---·--· .• -·· ------·-- i I i ! I !I I I! :1 :, I ' • J o. (5) b. STUD \/,\LLS--DURl(E FLEtlltJG MICHOR SL015 AIJD AHCHO•S '"50,ln'I 1',\LLS--DURO-WALL BLOCK TRUSS c. COtJCRETE HALLS--OURKE 0:11CK MiCHORS PROVIDE ALL FORl\l:QRI(, SHORlflG MW.CEIITERIIIG AS Rt2)u1r.rn, OF SUFICIEIIT ~TREIIGTll TO SUPPORT LOADS SUPEn I /\POSED BY THE STAUCTURE. (6) SCAFFOLDIIIG: P~Ql/10[ SCAFFOLOltlG AS REQUIRED BY ALL VORK OF TIHS SECTIOll. (7) CONCRETE SURFACES SH/ILL BE CLEANED OF ALL LAIT- ANCE PRIOR TO SETTING OF BLOCKS. IIISTALLATIQ;J OF COllCRETE OLCCK: (I) t:\SO!IRY LAIO PLUHO, LEVEL AllO TRUE 10 A LINE ltl OOT>· vERTICAL AflO 110n1zo11TAL DIRECTIO:IS. f\AXltSUH OEVIATION FROM STRIAGHT LIii[ SHALL FIOT EXCEED 1/C lfl. in 10 FEET. (USE OPEN-END BLOCKS TO ACCOMPLISH CONTINUOUS VERTICAL REINFORCEMENT). (2) RE I IIFORCE11[llT: b . c. J. l!ISTALL REIIIFORCIIIG AS lfJOICATFD Otl ORAIIIHGS AtlD "' ACCORDANCE VITH CIV. ~- ALL VERTICAL WALL REINFORCEMEN'l' SH/ILL HAVE NO SPLICES EXCEPT AT THE FOUNDATIONS, UNLESS SPECIFICALLY APPROVED BY 1'HE STRUCTURAL ENGINEER, PROVIDE O:IE. 0$ GAn AT EAClt CORtoER OR IIITERSECTIOH. lllTEnSECTIIIG t\/\SO:rnv I/ALLS MIO PAnTITIOfll \HALL DE 001/0FD BY THE USE OF $TEEL TIES ~T 24 Ill. 0.[ '11\XIMUM. PROVIOc· 1111IH;\Jt\ nJO ;5 MR AP.o\JNPALL OPEfllrlGS UIILESS 0rnrn- \/lSE IIOTEO Ot! O:\/\\lltiGS. (.Jl oc:101t1G: .,. \;.JrnE 1:0 oo::o PATTrnri rs S!Wlf.l, HIE \/,\LL Ill/IL LOE LAIO UP Ill STMIGIIT u111r0Rn COURSE \IITII REGULM Ru,m111G DO•ID. ti. \!ifEnE: ST/\Clt cOrlD IS IUDICATED ON Tli( PLAHS, APPrl:OVED ,,tf_TAL TIES s l'.\LL GE PI\OV I om HOR I zo,n Ally AT EACH CORSE M[ IH \HALL [XT[f/0 12 IIICllES f\lrtll\U11 HITO ,\OJA(EtlT RUt!lllllG BOIIO Ol.OCK. DO nor nE1:ovE A!lY FORl,\JORI(: SHORIIIG on CEIITEnlNG HORK 'JIHIL ,IASONRY tlAS cu,:rn SUfFICIEI-ITT:'lfUStWi;Oi1T ITSELF ("111111UI\ OF 14 OAYI) DIVISIOU 5-.-HETALS I. STnUCTURi\L STEEL: 2. 11: GEIIEi\11L: /\LL STi\UClUML STEH SIi/ill DE ASTM A-36 STEEL UtlLESS OTH[RlilSE IIIDICATEO. ALL F/\ORICI\TIOil ArlD EnECTIOII SHALL CO,IF0~,1 TO Till LATEST EOITIO:l OF TIIE AISC SPECIFICATIOtlS FOR THE DESIGII, FABRICATIOII AflD EnECTIOa OF STi11JCTUR.\L SHEL Fon DUI LOltlG. B. MATERIALS: STRUCTURAL STEEL--ASTM A-36; PIPE COLUMNS--ASTM A-53 GRADE "B":(TYPE E ORS) TUBES--ASTM 11500 GRI\DE "B"; UNFINISHED MACHINE BOLTS; ASTM A-307, GRADE "A". (PAINT ONE (1) COAT OF RUST INHIBITIVE PAINT). C. DECUTIO:I: 0 All \JD~lt Slc~ll OE CO:lOUCTEO Ill ACCOROMICE I/IHI IIISC STf.JIDARD SPECIFIC/\TI011S. O. l/ELOltlG: 1/ELDIIIG SII/\LL OE EITHEn THE SHIELDED OR SUOMERGED AIIC PROCESS ~.:rn rrnro~flED DY CERTIFIED \/ELDERS 111 TH AP PROVED ELECTAODE S 1\5 QUAL IF I ED Ill TIIE "Qll/\LIFIC/ITIOilS PROCEDURE" OF THE AMERICAll >IELDING SOCIETY, LATEST EOITIO:t. \IELOl:IG Slv,LL DE PERFORl1ED DY APPROVED, LICEllSED FADRICATOR. /ILL srnucTUML FIELD \/ELOIIJG SH,,LL HAVE COIITIIIUOUS IIJSPECTIOIJ BY REGISTER- ED DEPUTY !NSPECTOR. E. A LICENSED F/\ORICATOR APPROVED DY THE OUILOING DlPARTH[NT SHALL FURNISH SHOP onAIJIIJGS ran APPROVAL BY ARCHITECT PRIOR TO fABRtCATION Of STRUCTURAL STEEL MEMOERS. IIOLES FOR BOLTS MID/OR RIVETS SHALL IIOT BC CUT Ill fH A I TORCH. DOLT HOLES FOR STEEL CONIHCTIONS SHALL B[ 1/IG" LARC,[R l>I DIAMET[R THAii llORtlAL BOLT SIZE. BOLTS FOR COLUMN BASE PLATES AT FOUflOATIONS )w,y OE J/16" liAXIIIUM LARGER Ill DIAMETER TIIMI ANCHOR BOLT$ ' F. l\ll cc:1:JECTIO'.JS l!OT OET/\ILEO 0:1 PLMIS SHALL OE DETAILED BY STEEL FAGRIC/ITQq /IJ:0 $i'.1LL OE SUOl11TTEO Q;J SIW~ 0111',\JltlGS FOR APPROVAL DY ARCIIITECT. DOLTS SIL~Ll DE /IST/1 11-307 U.ll.O. ALL HIGH STRENGTH BOLTING SHALL HAVE SPECIAL INSPECTION. "· nEFrn TO srnuc,urc~L D:lN.lltlGS Fon ,~OD IT I Olll\l REQU I REflEIITS. /\. GEIIE/1;\L: PuOVIOE SCREIIS, DOLTS \IELDIIIG, AtlO ,\:CEISORIES 51101!11 AIID AS IIECE SSMW FOR COI\PLETE I IISrnlLI\T I otl. SUOM IT SHOP DRAII IIJGS FOR STRUCTURAL STEEL SUITS, COll11ECTORS, AllGLES, NlCIIORS AIID STRAPS. SHOP PR I 11E E XPOSEO ITEIIS IIFTER FAORICATIOII OUT DEFORE ERECTION. 0. nffrn TO STRUCTUIV',L nnAIIINGS FOR ADDITIONAL REQU1tlfl1UITI. WHERE FINISH IS i\TTAC!ISD TO ST~lUC':T;":!,.!.... '...:Tf~~L Pf!OV:;:DE 1./l~'' BOLT HOLES AT 4'-011 Oa:.:. FUH : .. 1.·T: .. c:ri:,:~·-~· o::· :;_.i_ILE;~s. ·3r::~ ARCH' L DR,\WING3 ?OR ?IfiI'.::lf::S. I: 2. -··--··----·-·~-· -•· ••.• --• ---·· ---·~•"--_,. Ol'JISIO;J C, --CA~PEl!Tr\V -. •\OUGil Ci\RPEfl"in\': A. ROUGH Fll/\lllflG: LiW OUT, FIT ArlO ERECT FPJ\ll!NG, TI\UE, PI.Ul',D, AHO LEVEL. P,\OVIOE FOR IIISTALLP,TIOtl ArJD SUPPORT CJF PLU11011lG MIO HEATIIIG \-JORI,. FURR AS SIIO\::J OIJ OR/\\IIIIGS 0~ /IS REQUIRED TC EIICLOSE I\ECHMIICAL, PLUI\GIIIG, ArlO ELECTRICAi_ I/ORI( ltl FBIISHEO /\REAS, UIIU:SS OTHER\/ISE IIOTEO. Ill FIIIISHEO AREAS 1,EEP PIPll!G IN FURRED SPACES. IIAILING --(2) 160 ll/\lLS 1\llllf\UM AT FRAHIIIG COllilECTIOIIS. PROVIDE 1101111/AL 2" DLOCIUI/G FOR TOILET ACCESSORIES i OTH[R 1!1\RO\!AI\E. \/,\LLS SHALL II.WE SOLE PLATE AIIO Tl-/0 TOP PLATES MW SHALL HAVE FIRE-STOPPIIJG AT EAOI 8'-0" IIICREI\EIIT Ill DOTrl VERTICAL AUD HORIZCNTAL DIREC- T I o:is. SUPPORT OEAI\S AtlD IIEADERS AT DEAR 11/G PO 1:ns \·II TII THREE OR f\ORE S TUOS IIAILEO TOGETHER, OR POSTS AS SHOl!II 011 ORA\IHIGS \llllCHEVER IS GREATER. BEMIS AIID HEADERS AS liOTED 011 ORAIIIIIGS. ADDITIOIJAL FRAlllflG FOR IIECHAIIICAL ANO ELECTRICAL ACCESS MID EQUIPIIEIIT OPEIIIIIG1, Sil/ILL ll~ltlT,~IPI STRUCTURAL IIITEGRITV AllD CDIWECTIO.l COIIPATIOILITY. ARCIIITECT SHALL OE C □r,SULTED IM EVEIIT OF ADDITIONAL DPEillllG HEQUIHEMENTS. OECIUIIG SHI\LL OE LAID 111 2-SPM/ COfl- F I GUil/iT I 011. D. IIAILIIJG-SHALL OE COMl1011 I/IRE I/AILS COIJFORMHIG TO THE LATEST EOITIOII OF U.D.C. \IHEnE /\UTOIIATIC 11,\ILIIIG IS USED, IIAIL HE/IDS SHALL NOT PEIIETRATE ~HEATHIIIG. C. ALL STRUCTUnAL \IOOD-11EIIDERS-SHALL DE ltl THE OEST SELECTIOll OF DOUGLAS FtR PER \/CLID GILADltlG RULE //16, Ui!LESS UOTED OTIIEm-!ISE. EACH PIECE OF LUMBER SHALL OE GRADE IIARKED. REPETI1'I1IB USE HEHBERS STUDS P. PLAT ES JOISTS & MITERS 2 x 4 to l; x l; ll!CLUSIVE 2 x 6 to 3 7. 16 lllCLUSIVE SIIiG:-.. E USE METli_l3ERS I, X 6 -· 02 LARGER POSTS & MuLLIOII~ 4 x I. & S!,!ALLE. IJ. x 6 &: Li". ":GER t.< x tJ &:. LArG:SR ?UftRIN·3 1 E1.1L ~ SHEA THIN'.} l,:J: STUD HO. 2. NO. 2 , NO. 2 KO .. l NO. 2 ]~C). 2 1:0. 7 NO. 3 COHM I L.. DE.,1. 925 f 1650' f lf.50 f 12~,) f 13·10 f' 11.50 f 1250 r 120~1 -C' 11.50 f D. ALL srnuCTURAL PLY\/000-Sll.~LL OEC,CPI\ GRADE STAIIPED, \/ITH EXTERIOR GLUE AIIO AS SPECIFIED OY THE A11rnlCMI PLV\/000 /ISSOCII\TIO:J, Ui/LESS liOT£0 OTIIER- l/1 SE Oil PLAtlS r::i«J"i.:iVCQC, Of•·!-~!--!.... r:?G j'\-'j:-:i~·J C)IT2t./;;rt.t;-i.~;:-.,~ :: .• , IN CONFORMANCE \-/ITH P. S. 1-7 4. E. SILLS i\:10 PL/1TES-RESTIIIG Ill cm1rnETE OR ll~SOIJRY SHALL OE PRESSURE TREATED OOUGLES rift. DOLTS Sl!,\LL OE l IIICII 1111111:u11 DIM1ETEn EMOEODED AT LEAST 7 1/t[liES lllTO TIIE co:JCI\ETE on I\ASOtmY /\tlD SPACED IIOT llORE HIAII 6 FEET API\RT. rnrnE Sflflll OE A l',IIIUl:Url Of 2 COLTS 'prn PIECE HITH I GOLT LOCATED \IITl!lfl 12 IIICllES OF Ef,CII mo OF Ei\Cll ,?IE~E. F. PREORILL-ALL 110LES FOR 200 f/1\llS l\t:O LARGEn MJD LI\G DOLTS. G. OOUOLE TOP PL/ITES-a;1-,\LL EXTrnton /11?0 OEARIJIG Pl,RTITIONS (IIOT OTIIER\IISE DETiilLED) SIMLL Lt,P /1'0" fllt/11:u:, /\T SPLICES 1\1)0 llAVECo-160 Mlllli\U/l TIIRU EACH SIDE OF SPLICE Ill PLnTES. II, COLTS, IIEI\DS AllO liUTS CL~RHIG 011 \:OOD-SllJ',LL l!AVE IIETAL \:,\SllERS. SH SCIIEOULE. COLT l:OLES 1;1 \!000 51\All DE DI\ILL(D 1/32" U'.nGER Tlli\tJ rlOilltY\L 00!.. T OIAltETErl. ALL BOLTS SHALL I3E RE'l'IGl!TENED PRIOR TO APPLICATION OF PLASTER, PLYWOOD, E'rC. J. CROSS BRIDGING SHALL BE PROVIDED@ 8'-0" O.C. MAXIMUM FOR ALL JOISTS & RAFTERS MORE THAN 8" IN DEPTH. USE 2 x 3 OR AN APPROVED 1-!ETAL TYPE BRIDGING. l(; PROVIDE l x 6 DIAG. LET-IN BRACING (AT APPROX. 45°) EVERY 25 '-0" IN ALL STUD \1ALLS NOT SHEATHED, BRACE SHALL RUN CONT. FROM TOP PLATE TO SILL PLATE. L. ATTACH 2x NAILERS TO STRUCTURAL STEEL WITH l," DIAMETER BOLTS @ 4 '-0" 0, C. FOR AT'rACHMENT OF FINISH NOTED /\ND SHOWN ON ARCHITECTURAL DRAWINGS. M. ALL POSTS SHALL HAVE CONNECTIONS@ TOP & BOTTOMS WHICH SHALL BE SIMPSON "CC", "CB", OR "BC HALF BASE" UNLESS SPECIFICALLY DETAILZD OTHERWISE. GLUED LAJ\llli\TED Lurmrn: A. D. c. o. E. STRUCTURAL GLUED U!illl/lTED Lu::orn SHALL OE FI\DRICATEO Ill ACCOROA11CE 111TH AITC 1\7 i'.!lO PRODUCT S'fM:Dl\nD PS56 SPECIFICATI0:1s.(cc:,,:r_,, :?4oo i:) 24 F-V8, INDUSTRIAL APPEARANCE WITH EXTERIOR GLUE UNLESS OTHERWISE NOTED. IIIOIVIOUAL L.\/11111\TIO:lS SHALL !;QT l[XCHD 1½ lllCHES Ill llET THICl11ESS. 110 I STU~E cc:JTEIJT s:t,LL OE QETI/Htl 7 rJlD 12 PERCEllT. S~OP DRA\IIIIGS Sli/\Ll OE 5UD111TTEDl1m AilCIIITECTS REVtEII, AIJO UPOII COf\PLETIOII u, FAORIC,~TIOtl e,ur PRIOR TO ErtECTIO:I, TllE f1NIUFACTURER Sll,\LL SUPPLY TIIE IIRCltlTECT r.1m OU!l.Dlt:G DEPr,~Tr.:rJT COPIES OF ill[ /\ITC CtnTIFICATIOil OF Ir! SPECT I C:J. GLU-LArlS Slt,\LL OE OF lllDU5Till/\'L APPEJ\111\1:cE r.:10 TII[ mos SHALi. CE SEMEO UIILESS nOTEO OTHERWISE. F. PROVIDE TEIISI0:1 U\tllll;iTIO:lS AT DOTTO/I OF CU.HS r,:m AT TOP OF CO.lTIIJOUS OE AMS ovrn COLUl:lS UllLESS IIOTEO OTll!:n\JI SE. G. cMrnrn-su PLAl!S. 11. LI\IHIIATEO OEAMS SP.1Ll ;:[ET TIIE rotUJ\/l lls llltl I 11v:1 nEQU I REI\EIHS: (,\) FLOTUi\l\L STnESS, f~a2l;OO PSI (0) TtrlSI0:1 PPHtLLEL TO GMlil, ftrnlJOO PSI (C) COll?~ESSIOi/ P,\ru\LLH 1"0 Gill\HI, fc•l250 PSI 11 • I. 2. D. IIORIZO:JTIIL SilEAR PEnPEiJDICULfil TO \/IOE FACE, fv"l55 PSI I::, rlODULUS OF EU,STICITY, £0 1.[hlOO' PSI F. COMPr.[SSIOII PEnPEIJDICULAn TO GRAIII TEIISIOII FACE, fc"'•50 PSI Cbllf'aESSIOil FACE, fc □305 PSI F lrl I SIi C,\RPEflT~Y: A. EXECUTIO:l: ALL Fltl!SH CARPEHTRY HORK Si1'\LL BE PERFORMED OY SKILLED IIECll- AlllCS FOR TIIE \!ORK. 1/ftEREVER PRACTICl\l, IIEAIIS OF FASTENIIIG THE VAnlOUS PARTS TOGETIIEn SH/Ill OE CO!<CEALEO. ALL IIITERIOR AliD EXTEnlO!\ \100D FIIIISII, ooons, C/\011/ET I/ORI( AND OTHER FIXED \/OODE/1 EQUIPflEIIT AllO FIIIISII SHALL DE PROPERLY ltlSTALLED, LEVELED, PLUtlO AIID TRUE 1/HEREVER REQUIRED. THE 11Ef\BERS SHALL OE llEATLY AIIO ACCURATELY SCRIOED IN PLACE l~~INTAllllNG FULL 111orns EXCEPT l.~IERE Tit[ USE OF SIIIGLE LUIGTHS 1;QULD OE lttPRACTICAL Oil IHPOSSIOL:. DUTT JOIIHS IF HECESSARY SIi/iLL BE LEI/ELEO. ALL EXTERIOR AllGLES SHALL OE MITERED AIID IIHERIOR AIIGLES OF THE MOLDED PARTS CAPPED. Ill ALL INSTAIICES \ntERE \-/ORK SPECIFIED UNDER THIS SECTIOll AND ADJOINS OTHER WORK, A NEAT TIGHT JOltlT SHALL DE IIADE. USE FIIIISH NAILS & SET FOR PUTTYIIJG. INSTALL 1/000 DOORS TO CLEAR FLOOR FllllSH AS REQUIRED. 0. COf!FORM TO THE APPLICABLE REQUIREHENTS OF TliE I-IIC I\ArlUAL OF 111LL\IORI(, SECTIOIJS 7, 8 AIIO 9 FOR EXTERIOR \-JORI(, ANO SECTIOtlS 10, I\, 12, AIID 13 FOR INTERIOR WORK. C. IIISTALL-ALL 1/00D DOORS MIO FRAMES, FINISH HARO\/ARE, TOILET ACCESSORIES AIIO BUILDING SPECIALTIES 1/lllCH ARE IJOT SPECtFl[D TD BE INSTALLED BY TliE IIANUFACTURER OR SUPPLIER OR UIWER OTHER SECTIO!IS OF TliESE SPECIFICATIOltS. D. DO NOT IIISTALL-INTERIOR HILLWORK AND FINISH UNTIL THE BUILDING IS THOROUGHLY ORV. E HAHHER OR TOOL t-lARKS-OR MARRED SURFACES AND EDGES \./ILL NOT OE ACCEPTABLE ON ANY EXPOSED FINISHED SURFACES AND, AS EVIOEIICE OF INFERIOR WORKMANSHIP, HM Ol CAUSE OF REJECT ION OF SUCH \/ORK. r. L/\HillATED PLASTIC-SIIALL BE AS t-lAIIUFACTURE,l QY \IILSON ART, GEIIERAL ELECTRIC, LAIIIN ART OR FORMICA CORP. G. _Fj_!U5..ti_ljfl_RJ)\'ARE: PROVIDE; DOLLARS AS All ALLO\IANCE FOR FII/ISH HARDWARE SUOHIT OETAIL[O LIST OF HARDWARE TO Bl US[D fOR OWNER'S A/ID ARCHITECT'S APPROVAL. ( f) f___lllLS__fl_ _HARD_l~A~•~_A_L_L_(l_llMICE SHALL I NCLUD[ THE FOLL0\./1 NG: A. FINISH HARDWARE B. \IEATHERSTRIPPIIIG [. TOILET ROOM ACCESSORIES. (2) FIT HARDWARE 1\CCURATELY: APPLY SECURELY ANO ADJUST TO OPERATE PERFECTLY AT TIME OF FINAL ACCEPTANCE. , DIVISION 7 -THERKAL AIID MOISTURE PROTECTIOII MATER PROOFING AND DAHPPROOFING: A. GEtiERAL -PROVIDE,\ I/ATER PROOF MEMORAHE AS SHO\nl 011 THE ORAIIIIIGS. THE MEt1BRAllE APPL IC/\TUH SHALL BE All APPROVED APPLICATOR OY THE MAIIUFACTURER OF THE I/ATER PROOFING OR DAMP PROOFING HATERIALS. 0. rc\TERIAL~: (I) DAIIPROOF I NG: (A) LOCATION: PLANTER BOXES lf,t[Rf SOIL IS NOT GREATER TIIAII 12 IIICHES ABOVE FLOOR OR GRADE, AIW Ill FOUNOATIOII I/ALLS l/llERE EXT ER I OR GRAOE IS IIOT MORE Tl!Arl 12 IIIC 11E S ,\DOVE FLOOR. • {O) APPROVED PRODUCTS: -SI /(J\ SEAL -BRUSH GRADE AS 1'.\rlUFt,CTUREO OY SIKA CIIEHICAL CORPORATIO:J. OR THOROSEAL AS DISTRICUTEO DY L. Ii. SCOFIELD COt1PAIIY. (2) llf,TERPllOOFlliG: (A) VERTICAL SURFACES I/HERE GRADE IS Ill EXCESS OF 12 lllCHES AOOVE fLOOR A/10 AROUIID ELEVATOR PIT \/ALL. I. PIOIIEER FLlllTKOTE SYSTEII A-AF. 2. 0\/EIIS-CDRNIIJG FIBERGLASS 3-PLY 112 SYSTEM. 3-THOROSEAL AS OISTRIDUTEO BY l.t\. SCOFIELD CO. (3) SPEC !AL 1/0TE: FOR EXTRA DOIIDI/JG STREIIGTH Ott COIICRETE AIID IIASO:rnv l!.\LLS, ADO Oil[ PART ACRYL 60 TO EVERY nmEE PARTS OF HIXlllG I/ATER. !\AKE SURE 1\LL APPLICATIOIIS ARE CMRIEO D0\/11 TO AIJO OVEI\ FOOTEr., FORlllr:G i-1/2 Iii. COVE AT TIIE JUrlCTIOIJ 0~ I/ALLS AIID FOOTrn. (,})llOISTUnE 8ARRIJcR: -6 fill VISQUEEtl. (~:',) [,UAILAflTEE-ALL I/ORK UIIOER Tl!IS SECTIOll FOR II MIIIIHUM PEnlOD OF HIO (2) YEAnS rnon THE DATE OF SUOSTAIITIAL COI\PLETIOa AS ESTADLISIIEO OV THE AnCHITECT. HJSULATI0/1: II. GEIJF.ILAL -PROVIDE ROOF TllER/v\L IIISUL,\TIOII AIIO OATT TYP£ sou;m IIISUL/\TIO!l 111 AR tAS lliO I CAHO 0:1 DiLAII IIJGS. cwron;1 TO THE REQUIREl\[IITS OF n,;; EIIERGV OESlG'l '1/\!IU/\l /\S PUOLISHEO GV TltE STATE OF CALIFOTTrllA, TITLE 24. ,-.---•=------- ,; H :i:~1,~:1~1;:1:;1i;f-=->1: '.::, ;: ,; 1~1~1,iH u. :~, ,:.:1~-~(Jfr.h"i-, 1r1r ,: . ·"'I:·;, . .'~'1•1: !~'j::it.1~a:·:,:-;.c,f~J~I~ •••;;~•ll~!l~l~; 3, 0. llATERIALS: (1) ALL rnrn:·.~L HISULATION SHALL DE FOIL-FACED .,/\TT 1r1suv,T10;1 15 lllCIIES on 23 IIJCHES Ill \/IDT/I \/IT/I STAPLIIIG FLAIIGES. (2) TIIEl\1'.\l IIISUU\TIO:l Slt\ll OE FOIL-FACED Al:J Sit\LL f\EET Tl:1: FOLLO\llllG: A. 11.~LLS lllilll\U/\ n-l I urRESS OTl1Enl/lSE IIOTED 0;1 D~,1111:os. D, CEILIIIG AHO ROOFS R-1~, liilLESS OTHER\/ISE llOTEO 0;1 TIIE 0111\\JlllGS. (3) STYROFOA/1 IIISULATI0:1: l··LO. OEIISITV l'.OLDEO POLVST'IREllE cc:JFOPJllrlG TO ASTI\ CS7lJ-65r ,'IPtl urlAOE 2. (4) souno 111suu,T1oa, (/\) 3-1/2 IUCIIES TlllCI( IIISUU\TIOII OY \IIDTI\ Oi" STUDS, (0) 1/2 Ill. X l1 FT. 0 Ill. ~ 8 FT. 0 Ill. RIGIO SOU::O OEADEfll,:i'., CO,\;;n; (5) S,\G \/IRES: 18 GUAGE G/\LVMIIZEO \llr.E. C. tWI\JFACTUHEn'S: 011rns~coru1111G, JOH:JS IWIVILLE on APpnovrn EQU/\L. 0. lllSTALLATIOIJ -SHALL DE AS PER THE IV\l!UFACTunrn·s Pnll!TED IIIST/1LLATI0:1 i\f- QU ll\01£1nTAtlO AS FOLLOIJS: (I) COMPLETELY FILL ALL SPACES TO PROVIDE A CO:ITIIIUOUS BLNll'.ET OF 111- SULATION Ill ALL EXTERIOR WALLS AND ACROSS UNDERSIDE OF ROOF. INSTALL IIISULATION Ori CEILING TILE \JHERE lllOICATEO 011 THE DRA\1/ltGS. (2) INSTALL ALL FOIL-FACED ltiSULATION WITH FOIL fACIIJG THE l!An/SEST SID[ OF THE AREA. (3) lllSTr.U SOU:)3 fllSUUITIO:I Hl nllll:T non;: t/:\Lt·:i A:lD Ill 11(,L!..$ s:H>;,r:rt'.- IIJG T\00:iS cc:1\'MIJIUG JIECl~'WHCI',l EQ:JIPMWY. (4) Fl7 C,\TTS 11nmmv Pc:zTrciTIOIIS ov CUTTHlG, 1:0T CV F'IEC!r:C. Sr;t,t ,.,_,;: JO I/ITS l.11ERE lllSVL/\T I Ofl IS FI TTEO 11nou:m \;'Onlt o:::-on::n r:a_~:;, __ COMPOSITIWI ROOFING A. G[IIE/\J\l -FIJRIIISfl ALL LAOOn, l"TERIALS, EQUIPr:WT, 1.PPLIN!CES Al)O ~Ec~s-:,r,r.v IIICIDEIITALS Fon TIIE C0l1P!.ETE IIISTALLATIOtl OF ALL COI\POSITIQ:1 noOFIJJG AS SHO,,,J 011 TIIE DRAWlflGS Af!O AS SPECIFIED IIEREIII. ALL ROO,l!IG SllALL Do APPLIED ltl STRICT ACCORDAl!CE \/ITH THE MAIJUFACTUREll'S P:tl/HED SPECIFIC/\1"101)5 U:!LESS 1/0TED OTHERWISt. THE MI\IIUFACTURER'S PntllTEO SPECIFIC/\TIOi,$ ln,,Ll GOVERN. 0. ACCEPTADLE ROOFIIIG SYSTEMS: (I) CONG LAS 110-20-CAP CLASS A, RA TEO FROM O Ill. TO I /2 Ill. MTER I AL R'i: • QUIRED PER 100 SQUARE FEET OF ROOF AREA: APPLY HECHANICAL FASTENERS AS REQUIRED. I PLY CONOASE TYPE W-1 .. ,. , ., ,, ................ 25# 2 PLIES CONPLY TYPE A .................. , ....... 221 ASPJIAL T PL I ES.,., ..... , ...... , .. , .......... , ... 60ll ASPHALT SURFACE ............................... 251 COIKAP ..... , . . . . . . . . . . . . . . . . . . . . . . . . . ... 75< 207' (2) ElQJ-IEf,R FLINTKOTE A4it C~. RATED FROH I.O Ill. TO Ii Ill. MTERIAL REQUIRED PER 100 SQUARE FEET OF PQQF ,\REA· I HHP ASPHALT SPRINKLE HOPPIIIG....... .. . . 15• 2 LAYERS 110. 40 FLAX I NE BASE SHEET....... !01 2 l~OPPl~GS HMP ASPHALT.,.... . .. . .. . . SOP LAYER 110. 80 SURFACE CAP SHEET....... 80, 225,, (I) SHEET flETAL TO BE MOPPED 1/ITO ROOFING SHALL OE FURNISHED u,rnrn TIIESE SPECIFICATIONS AND IIISTALLEO AS A PART OF THIS \:ORK. 12) PRIME COAT SHEET METAL l✓ITH ASPIIALTIC PRIME', LET DRY, A/ID APPLY CUSHION LOn-CL-50 SEALER. (3) INSTALL GRAVEL STOPS Oil TOP or ROOF PLIES \/fTH IEALAIIT STRtP BET\JEEtl ROOFING MIO FI.ASHIIIG. ~OP IN TO AQQFlllG ANO HM<( \/ATER- TIGHT. INSTALL EXPOSED FACES WITH BUTT JO'IIT aVER 8 tllCIIES HIDE CONCEALED PLATE MIO 1-1/2 ltlCliES \/IDE C~·SO SEALER STRIP ,\LLOI/ 3/16 IIICH FOR EXPMtSIOti. HITER CORllE'S AIW IOLOtr. 141TH DUTT JOINT 12 IIICIIES FROM EACH EIIO. 1\AKE ALL JO!t!TS l!ATE~TtGHT 14) FURNISH A T\/0 (2) V(AR lmlTTEN GUARANTEE AGAIIIST ALL DEFECTS 111 t-lATERIALS AllO WORK/11\IISH!P FRQt1 TIIE DATE OF St;BSTNITIAL CDHPLETIO:l AS DETERIIIIJED BY TIIE ARCHITECT. GUARAIITH OF THIS SE(TIOrl Sll,\LL IIICLUDE REPLACEHEIIT A:'ID/OR REPAIR AS REQUIRED BY Tll! ARtl11TECT or ALL I TEHS DMIAGEO AS A RESULT or ROOF LEAKS. (5) THE 01mm RESERVES THE RIGfiT TO REQUIRE A 8014D 011 T1:I· n01Jrtt:~ SYSTEH AT ANY TIHE OURIIIG THE PROGRESS OF THE liORl,. COST dr THE 00110, 1/IIEll REQUIRED, TO OE PAID OY Tilt C\J11En. DAMAGE TO ROOF lllG: AIIY OAIIAGE TO TIIE lllSTALLEO noonoc ,Hi\~L D_£ PROPERLY REPAIRED, on ON\AGEO PORTIOIIS COMPLETELt nE!'.OV(O ,,rn !\2- RODFEO AS REQUIRFO OY TIIE EXTENT OF DM1AGE. u:rnrn TIIIS" Hcnr;) TH[ cos r OF SUCH REP~ I i1S OR RE-ROOF lr/G StW .. L CZ co:::I( OY TIit. TI\/\DES CAUSIIIG THE M!t~GE. ROOF ACCESSORIES: A. GRAV ITV VEIITS: ORA Iii NG S SIZE r.s SilO\:'.) -ll:1 rm: P-s-1::is--s I] ~------,• / ,' j ---·------ c~z~"~-----~=~=~-~-~-~-cc--cc--=c-~-~-~-=====================c========================= " " ' : ' ~ = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = ~ = = = ~ = = = = = = ~ = = = = = = = = = = = = = = ~ = • = = ; e = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = " - - ~ / J 6 o. r.ooF SCUTTLES: nooi= SCUTTLE SHALL OE PRIIIE COATED, 2 FT. 6 Ill. ff 3 FT. O Ill. \JITII 22 GA. ·suEET IIETAL COVER LltlER, I Ill. FIOEnGLASS lrlSULATlm1 \/ITII 14 GA. COVERED CURD, AIIO COU:ITEn OALAt:ClllG ll(CIIAIISJii T(J· OPEtl CETI/1:Eli 30 ciuflEES Ar:O 60 OEGnEES. ACCEPTAOLE IWlUH.CTUrurn-• - OILCO TYP~ "$". c. SltYLIGllT VEUTS: OnlSTOL FIOEnLITE IIIOUSTRIES on APPROVED EQ.ur.1 •. SIZE· .AS· s1:01r.10:i TIIE OMlllflGS. s Fl/\Slfl!IG -j SIIEET i:ET/\L AND METAL Ft)::'.)F!NGl II. GEIIERAL: FUi\111S•I ALL U\BOn, I\ATERIALS, EQUIP><EIIT, APPLIAIICES Al:0 IIECESSARY lllC IDEIITALS Fon THE COHPLETE I IISTA0LLAT 10:1 OF• ALL FLASHlnG. AIID SIIEET I\ET/\L AS SHO\irl 0:1 THE DM\llllGS AtlO AS SPECIFIED HERt°ltl. ALL \/ORK SHALL OE Ill COIIFORf\<\llCE 111TH THE "SltEET',METAL AIIO A1R COI/DITIOl!il!C COIITI\ACTOns f!/\TIOII/\L ASSOC IAT 1011, IIIC." : - 0, 1:\TERIALS: ( 1) S!lEET STOCI\: Pn 111£ QUALITY, COPPER-DEAR IIIG STEEL SHEETS, GAL• VAIIIZED, UllLESS OTHER\/ISE IIIOICATEO. (2). • 24 GA. 1111111-IUTl O:I ALL SHEET HETAL AIID FLASHIIIG \/ORK_ RE_QUIRED U:IDEn TIIIS SECTIO:I u:ILESS IIIOICATED TO OE-OF A THICKER-GAUGE AS LISTED DELO\/: '/\) PL/\IITEn Pt;1s: IO GA. (0) COP IIIGS: 20 GA. (C) rnESII Aln lrlTAKEI!.: l0°·GI\. (0) LOUVERS: 16 GA. (E) STn/\P SUPPORTS: 16 GA. r-11Lvr:11Zl11G·: 1·1/4 OUllCE PER SQUARE FOOT Ill ActonoAIIC? .WITH ASTll /1526. (4) COPPER: 16 oz. llltllllUII STAIIOARO ELECTROLYTIC touGH PITCH SOFT COIUllCE TEJ;?ER, co:IFOR111IIG TO ASTll TYPE ETP (51 fASTEII IIIGS: . COLTS, 5Cneus AllO l!AI LS IIOT-OIPPED GALVAIHZED co:lfO{UIIIIG TO /\STII Al53-67, 011 CAOMIUll PLATED. RIVETS lO. OE SOFT ino:1 \/ITII Rl)ST-nESISTNl7 COATIIIG FOR FERROUS nETAL. (6) P/\lllt PRll:,R: nm OXIDE nlll\En C. EXECUTIO:l: FMII /\LL SHEET METI\I. \/ORK Ill ACCORDANCE 1/1 rn IIORKJWISHIP STAtlCAI\DS IIEnEIIIOEFORE SPECIFIED, ACCURATELY TO DIMENSION AUD. SHAPES IIIOIC/\TED0 Al:D REQUIRED. ALL JOIIJTS AIIO l11TERS OF SHEET METAL SHALL br SOLDERED, IIEII ALL FREE EDGES. FIIIISH APPE/IRAUCE SHALL OE NEAT AIIO • I\CCUn/\TE ,. SE<;URELY FI\STEU MO 111\KE llEATHERT IGllT All WORK AOJACEIIT T_D on co:1T1 tuous Ill Tit 1:ont( TO OE PERFOIIIIED UIIDER OTlltn SECT! OllS OF 1'111 S . SPi:C IF I Ci\T I Oil, {\, f,El:::rl/\1. r~m/lDE C/\ULltlf:G MD Stl\t.NIT 11011~ AS JrlOltATEB. SPECIFIED AtlO IIEQU I nED-TIIE nnn "C/\UU\lllG'' ();\ SEALli!lT A~ ~ED THROUGHOUT TilE ~nA\11 IIG~ r.t:O S?[;Ct,tCATIO.lS S!!,,LL DE DcFlnED /\S rm: IIATEIIII\LS AflD 11El'IIOO OF FILLHIG lllTII A:I EL/\STIC co:·.'m1:10 ALL n;;; Slt\LL CREVICES. BOlES, SEP• Nl/\ilO,IS At:) JOlilTS ttru;:rn SHIILAII /1110 OISSII\IU\11 11,\l[IIIAlS· TH,H cm:aoT • C!! SEIILED DV ~,iv. OTilt:a l:Zl\'.lS TO PUE~E!IT TIIE PASS/IC'.: 011 P~IIET!IIITIOti OF UHlO; r.o:.,ru:tG, t!IST-, TD t~\l\[ JOIUTS 11mn1EnT1c111. • O, t~\7Enl/\ll': -- ( I ) (2) (S) crlL1m:G: r:o:in.1L .Cf,ULltUlG. co::?ou:10 /IS 11£RE lr!MiEII SPEC fF I fl) '.,0.1 SET'/11:a OF TlinESIIOLOS rJ!D IIIT~n10:i CI\ULM.D JOlllTS IS tlOT CO:)SIDEOED [ltPr~1s10:1 .o:i ca:1TnoL JOl!lTS, A ,:c:toST(\lrllllG 1:.utn· l:tDZLLE.tlT cu::7DSlllO;J CO:JfflllllfJG r.o I\SF11ALT f.!:o ,:::Hrna r.:::- C.Ut:lGIEtlTS c; l'EOeM~ SP1:Cll'I CI\Tllr.1 TTc-5,~ C:IJ\Oe· 1, .(IS l'OUG'.ISI (/\) d.flSTIC 07 11,0, fllEO 1::;:ILS. (0) VULC/\7 DV t\,O, 1:nn CC). _ (C} ,~~UI\IV ov t:::::Gcom1 CUILOll:G l'.~oucn C'.>. JOC:tT 58'.tr:IT: A 'Sit:1co:1e r.uoorn EL/\STO:tEnlt DR TlllOl(IJ1' POL't- SULF I\ l~ POL YIIGn l~\TEn I r,t i'O:i f,ll c1tl~:tlO;i Af:J mTEn I o:i EllPAIIS I li:i. /\::0 co:,rno~ JO_urrs MD :FDR ~~TERI o:i JOlllTS ·CETI/EEII O I ssnn LAn 1:\TEnll\LS ,~:zrm t!u'i'ED 11:;J 1,.nelli SPEOIFIEO, (/\) CO'.J CC:-ltll!IG 700 (0) GEt:::r.~t.. ELECm1c SI L,)COtlZ SE/\I.N!7, '(C) t:110:tOL, LP; lREr:to i;;o. co. rn Ill[[\: 110 nt:co:~\EUOED ov SEAU\llT -111\IIUFACTUiltn. JOHIT MCI\ UP! 0{1TYL Oii ETltAFOA.11 ROPE Ol' SLIGIITLY lARQEn _Uflllitl.U 1111111 1110111 OF JOIIIT. • • COLOR OF ALL_ CAULIUIIG IIATEi11ALS TO OE SELECTED OY TIIE AnclllTECT. C. /\PPL I C/\T I Ott: APPLY CAULK IIIG Ill STRICT ACCORDAIICE \I 1TH MAflUFACTUI\ER' S lll- STRUCT IONS USIIIG A GUii IIITlt IIOZZLE or PROP[R 51Zf TO r,r TH[ JOINT \IIDTII AIID\ilTHIII TIIE IIAIIUFACTUREn'S R[COHHEND[D \tJHf,\ll Attll Ar1111[HT TEMPERATURE RAIIGE. FIIIISH IIORK SHALL OE UIIIFORHLt \MOOTI< <R[E or \IRIIIKLES AIIO 1/0RIWltlSHIP SIIALL OE ACCEPTABLE 'J s<CH ITECT "ND ,J\,lflE'. ; \ • , . ' } . ,· ',.- ' ~: ·"'-olrltSIC) G --fc~(i;\5, lll!IC0\15·, r~m Ctl\!i~ -. ~ . r,~7;;\/~t~~!\ t~:~ f'Mf:ZS:·~ . I n. t'.:Jit;ML: fUrJIISII r.Ll lllCOn, l"c\TEnlALS. EO.UIPl:ZIIT., l'J';,LIA!:CE$ Al'.~ , --1:!ic~sSJ[~y -lllCIOEtlT/\LS FCi:\ TI(! co1:?LETE IIISTALUITI0:1 01' ALL 1:!TAl. ·coons l',!lO ,nN1i!S AS Sl:Ut::I 0:1 Tll! l!.'\f,'JUJGS AllO A$ SPECIFtto 111:nEIU. 0. I\CC~?TI\OLE 11.1\1:UFI\CTU~Ens: _(I) OVEnLV n\l:uFt.CTIJnlllG co. (2) l(l\l EGER STEEL PnOOUCTS co. (3) STEELCMFT IWlUFACTUn IIIG CO. • (4) CECO COI\POI\ATIOtl. C. f\ATER IALS: o. (-1) -.llfil: COLD ROLLED, AIIIIEALED STE.EL COII.FOIIMIIIG TO /\STII A366. (2) SHOP FIIIISH: OAKED o:i itUST IIIHIOITIVE Pn111ER. (3) CORE 111\TERIAL: PHEIIOLIC RESltl IMPREGIIATEO Kl\AFT OF_ FULL HOIIEY.· COMO DES I Gll. (5) FI\A/IES: OOORS: oooiis. HEIGHT SiNGLE OOORS: 3 FT, 0 Ill. X 7 FT. 0 lll.·16 GA. PAIR ooons: 6 FT. 0 Ill. x 7 FT. l Ill, • 16 GA., HIIIIHUII 16 GA. Fon EXTERIOR, DOORS AllO 18 GA. FOR 1·11TERIOR DOORS OVER 3 FT.XO Iii, Ill lllDTII OR OVER 7 FT. 0 Ill. Ill SHALL-BE 14 GA. FOR EXTERIOR Aim 16 GA. FOR IIITERIOn. - {6) ltAROIIARE REIHFORCE11EIIT: HIIIIMUH 12 GA, FOR SURFACE HOUIITED ltARD- llARe AllD 3/ 16 I II. PLATE Fon 1:0RTI SEO RE IIIFORCEl1EHT. PROV I OE TEl1PLATES FOR ALL ltAROliARE Fon FACTORY on I LL I IIG. (7) D0011 EDGES TOP, OOTTOM AIID SIDES: 14 GA. COIITIIIUOUS CHAfUIEL. (8) AIICHORS-18 GA. FMllE AIICHORS OR AS DETA)LED OIi DRAlllllGS. - LADE LED OPEil lllGS: PROV I DE FP.AHES BEAil lUG UL LAO EL AS 111D I CATED OR REQU IR· ED 0:1 THE DOOR SCHEDULE, A CERTIFICATE FnOfl 111\IIUFACTUREII IIAY OE USED CERT I FY lflG THAT FI\AHE COIISTRUCT I Otl COIIFORHS TO APPL I CADLE CODE AIID UL REQUIREIIEIITS FOR SCHEDULED U\BEL I\ATIIIGS. EXTERIOR coon FMHES SI\ALL OE FAOn I CA TED TO PROV I OE I 111. IIITE_GML -ooon OVERLAP PER TITLE 24 OF THE CALIFORIIIA ADMlfllSTI\ATIVE CODE AIID 5/8 Ill. IIITEGI\AL OVERLl)P AT IIITEn1on DOORS, 11000 coons, A. o. . ' CEIIEML·FUnJIISH ALL LADOn, IIATERIALS, EQUIPl'IEIIT, APPLIAIICES l!JCIOWTALS FOIi THE COMPLETE ~IISTALLATIO:I OF ALL-11000 DOORS SIIOt::I Q;I THZ OMlllliGS /l.110 AS SPECIFIED IH<:nEIII. - PllODUCTS • SIZE_ /\!ID TYl'ii AS IIIOICATED 0:1 DI\AUIUGS. ' AIID IIECESSARY AIIO FRAMES AS i i ! o/ I ' I ! i ' ' (l) OOOR STAIIOAROS -I/IC FLUSH DOOR STAJIOAROS . (2) LMIIIATED PLASTIC FACES-llllllltU/1 THICKJlESS OF 1/16 Ill, (31 IL\RDOOARO FACES· CS 251; Hlllll-\UH THICKIIES!1 1/0 ltl.; TYPE I TEHPERED: ,(4) VEIIEER FACES·l/8 Ir!, PREIIIUll GRADE HARCIIOOD OF VEUEEn ~RAIII AS 111· • CICATED 011 THE DMIIIIIGS, (5)· AOIIESIVES·CS 171, TYPE I EXTERIOR I\IID TYPE II INTERIOR. (/;) SOLID liOOO CORE-GLUED OLOCK. (7) PARTICLEOOARD SOLID con£-TYPE I, OEIISITY C,.CLASS I, cs 236, (0) IHIIEML SOLi O CORE·: A. 1\llllllUH OEtlSITY OF 16 PCF AIIO 01'1.1\XIIIUH OEllSITY 28 PCF, ASTH C 303. D, MOISTURE AOSORPTIOII OY 1/IEGHT, HAXIHUH OF 10% IIHtN CORE IS Ill EQUILIORIUII 111TH 90% RELATIVE HUMIDITY AND 70 DEGREES (F). (9) FlnE RATED DOORS: fllllERAL SOLi O CORE, UIIOERIIRI TERS' LABORATORIES, I llC. CLASS RATED AS IIIOICATEO Otl dD.AIIIIIGS, EDGE OAIIOS OF KILll·ORIED ltAR0\100D TREATED Ill Tll FI RE RETARDAIIT TREATIIEUT, OEAR I NG U. L, LABEL IIIST/\lUITIOtl: (1) ttJ'JIGIIIG DOORS-EXPERTLY 11.1\IIG All COORS SflUG FITTIIIG AGAINST ALL STOPS. FIT ACCURATELY AIID ltAflG FREE FROJl HIIIGE 01110 \IITH UIIIFORII CL EAMIIC E OF I /16 111, AT HEADS AIID JAHBS. UIIOERCUT DOORS FOR,,, CAnPETIIIG 1\110 VEUTILATIIIG PURPOSES IIHERE REQUIRED, FINISH HARO· HAllE SHALl BE REIIOVEO FOIi PA I IIT I IIG AIID F Ill I Sill IIG AIIO RE-APPL I EO AFTER f lNISIIIIIG IS COHPLETED 1\110 ORY. ,. (2) FIRE-RATED DOORS· IIISTALLATIOII OF LAOELED DOORS, IIICLUOIIIG HARO· • \JARE AIID OPERATIOllAL CHARACTERISTICS, SHALL BE Ill ACCORDAIICE 111TH / llf PA 'ST AIIOARO FOR Tilt IIIS TALLAHOII OF FI RE DOORS' A/ID NFPA PA><?tllET 110, I 01. . ·-- ----· ·---~- '" . ·---··-- D,\TE - -.... ' - DY . . ~'.f.,...,': ,--J ' .', ., •.-~ ,_ . ., : - DESCnlPTIOtl REVISIONS • ! ~ : I I:; I~ li:i 1::t:-: :·:; ·.~,~ 1:::,, ., :· :1q,1j; i~ ' _-;. . ' :~: ': ( ' ];,.', : ii\ ' i IF' '~ I , ,; I~ I; ,,,•, '.!' '.:, .1:1· ·1, ·-1.' I:· I 1.' 1, "" .. ,,.11,.,. ' ,,,. /\CCOLLOUGrl 8~ ASSOClfVtS! -------------------1 ARCHITECTS 1! ,! 16015 Ve~ 1::.rrr::..'l /w:.r.:i=./StJ:~: 101 '! ,. ,, I , •I, .. '" Irvin~. CA 9271-4 (714\ C::'..0-016·1 ---------· ·---.. /'tf?novrn )t~ i ,. .. a.a --a' -I ' I PU3LIC WORKS orr1e:crcr1 •• , -·-------··-··-- , ' n.E. r!o_t ~nor. I 01\TE '1-z_ ?-G'"? -I - Af'?"D. D1::SIGTJEO OM\'/il I I CHECl(ED o,,Tc 3/1G/G7 I I StlEET 1'• c:::. ., --~ ' ------·- I ,1 11 I I 11 II 0. IIIST/\LLATIOtl: t. (1) 11t:JGlrlG DOORS-EXPE!\TLY ll/\rlG /\LL DOORS SllUG r!TTll!G /IGAlllST ALL STOPS. FIT ACCURATELY AtlD ,u,NG FnEE FROlt IIHICE 0111D Vim UNIFO/U\ CLEI\IV'JJCE OF 1/16 ltl. AT HEADS AND JI\IWS. urmERCUT DOORS FOR c.~nPETltlG NID VENTILATlllG PURPOSES IIIIERE REQUIRED. FIIIISII HARD- \JA\\E SHALL OE RU10VEO FOR PAltlTll!G AHO FlldSIIIUG NlD RE-APPLIED AFTER FIIIISHIIIG IS COt\PLETED MID ORY. (2) Fli\E-RATED DOORS-l!ISTALLATIOIJ OF LABELED coons, ltlCLUDlt!G HP.RD- \J/\RE AND OPERATIO,<~L CHARACTrnlSTICS, StlALL BE IU ACCOr.oAIJCE 1/ITII , tlFPA 'STNJOARO FOR THE IIISTALLATr□II. OF FIRE DOORS' AHO tlFP,\ eoi,:PtiLIT 110. I 01 . J . G8l~.fl.C,L-,'\Jffil I $!1 ALL L/\OOR, 11A Hn I f.lS, E<lU lftiEnT, t.r::urJICES fJIO H~CEsS/\R\' lr:cl~;;IITALS rn:i Tl:! ,COt:PLITl(i ltlSTf\LL,,no:1 1);' f,LL (;LU:ll[]J/l cilTi1A!:C£S ,,::o i'(l/\J:zs AS f.'.:01:;1 O:J Tl![ cr:trMlrlGS -~110 ,\S SPECI Fl£\) 11rnzrn. !),fSIC,Zl_SlZTEi!.!/l: /\LL PC:1TIO!IS or-n:E /\LU:1t:•ur1 \JHIOG;J !c'-LLS Sl!.\LL 0£ c;:- .~•tTitu uv'Ti[: lc'l:lUF,\CYU]En TO lllTllSTMID I\ \lltlJ PRES'.:'.JP,'.! c::-. 20 POU:IOS PER sc.u:,nz t>OOT, HITII A ll\Xll'.V;J ,:>rnr11SSIOL£ DEfLECTI0:1 OF l/175, /\CCEPT/UlLE ft,·\i!l,JF/\CTUREnS: U.S. ;.':.lUHltm:1. tl'\t'.:JEEft. 0:1 t:onnmor MCHITECTUML SYSTEMS. (1) I\LUJ111Wtl SECTIC:IS ,11101cATED 0;1 r11E DMIJIIIGS ARE OF corn•,Oll EX- mus I 011S, (l"lt..JICH: l~Jl-'.I"! coo -Cl..,'.l,Q(l I.) (2) PROVIDE STEEL nL~tHIEL REIIIFORCING TO Lltllf OEFLECTIOII. (3) PROVIDE FRAMING HEHBERS OF FLUSH DESIGN WITHOUT STOPS ON FACE OF HEt'8ERS Oil AS SHO~I 0:1 Tl!E 0:\Al/lflGS. (4) ALU11INUH SECTIONS: 60b]-T5 ALUMINUM EXTRUSIONS, ,093 IN. nlNIMUN ,n11CK/IESS, (5) ALUHINUH iTOPS: 6063-TS ALUMINUM EXTRUSIONS, a.as HINIHUH THICK- NE 55, (6) SHEET ALUI\IIIUM: 5005 f,LUI\IIIUll ALLOY 0.050 H!NUMUM THICKNESS. (7) THE SYSTE1' SHALL PROVIDE FULLY RESILIENT SETTIMGS OF GLASS BY uSE OF l!EOPREIIE GASr,ETS o;1 earn SIDES OF THE GLASS. Vll<YL GASKETS \JILL !WT BE ACCEPTED, (8) GLAZING GASKETS-CONTINUOUS OULO TYPE EXTRUDED NEOPRENE SYNTHETIC RUDDER. COLOn TO IIATCH ALU111tlU11 SECTIONS. (9) ISOLATtON COATlt1GS-AU\ALI-RESISTAIIT BITUMSTIC PAINT, ( I 0) EIITRY DOORS: A. DOORS SIIALL HAVE ALUltlllUlt IJELDEO contlER AtlO JOINT COIISTRUCTIOIL 0. ALL DOORS SHALL EE OF SIZES AS SHOl:.I Oil THE ORAHINGS, C. TIIRESHOLD UtlOER DOORS SHALL BE SET !ti ;JATERPROOF MASTIC. 0. PROVIDE INTEGRAL 1/E,\TIIERSTRIPPIIIG AT All SIDES, TOP At/0 BOTTOM OF DOORS. E, R£SPOiiSll!ILITY, ALUl\ltlUM FAORICATOR Sl11\LL ASSU11E FULL RESPOilSIBILITY FOR THE IIISTALLA- TIOll OF THE ~-LUl\lllUII S£CTIO,IS A!!D DOORS, MID THE CAULKltlG AIIO SEALING OF ALL C0:1Por1£t1T ,PARTS OF n:" ASSEl10LY TO PRODUCE A lli:AT11ERPROOF I tlST/1LLA- T I O:L /\LUltlrlUM FAM I CA TOR SHALL EXAit I IJE AIIO APPROVE THE 11ETHODS MIO . IL~TEnl/\LS TO OE USED Ill GLAZ[l!G OEFOnE NlY GLASS IS IIJSTALLED. , I ~5_. _G_LA_s_s_,,_:1_o_G_L/\_Z_1_11_G_: il ! I A. GEIIERAL: PROVIDE GLASS, GLAZltlG•AIID I\IRROR \/ORK AS l!JOIC/\TED, SPECIF- IED NID REOUiRtD, VERIFY /IT THE SITE ALL CONDITIONS AFFECT/HG THE MORK OF THIS SECTIOII, AIIO OOTAIII ACCU.1ATE DIMHISl011S OF OPEIIIUGS. (I) TIPTED PLAlE GLASS, 1/4" THICK POLISHED PLATE GLASS COtlFORHlllG TO FEDERAL S'.'ECIFIC,\TIOiiS OD-Gl15lc EQUIVALE[IT TO PITTSOURG P!J\TE GLASS COHPAIIY OR APPROVED EQUAL. (2) POLISHED IJIRE GLASS, \~IERE INDICATED SHALL O[ TYPE II I, KINO A, FORH I, MESH Ill 3 (SQU/\r.E) 1/IRES VERTICAL MIO IIORIZONTAL \..~1HI INSTALLED' Glt,SS Sfl\LL' OE LISTED MID APPROVED D~ ~IIOERI/R I rm Is LADOMTORI ES. (3) MIRRORS, c □,IFORI\ TO tEOEML SPECIFIC,~TIOii oo-n-1,11 GRADE I MA!IUFACTUREO FR0'1 POLISiiEO PLAH GLASS. PROVIDE ELECTRO COPPER DACKIIIG AIID PROTECT/Ve COATltlG or1 ~ilLVERED SURFACE. PROVIDE PLY'100D LN1111ATEO BACKlrJG FOR IHRROliS AS IUOICATEO 11\ REQUIRED FOR DLIIIO t:DU!ITlllG. C, IIJS TALLAT I 0.1: (I) COIIFORH TO APPL ICAIJLE POnT[OIIS OF FLAT GLASS JOODERS ASSOC IAT 10'1 'GLAZl!IG IWIU,~L' 16 crn-1201 AllQ OF THE UlllfORH ilUILDlllG CODE. (2) SET /\LL GLASS Ill rnuE PLA/11:, TIGHT, IJITM PROPER CLEARAIICES, FIRMLY AtlCHORED TO Pi\EVE:H Rt,TTLIJlQ OR LOOSENESS, \!ITII 1\LL EDGES CLEANLY SIIOP cur. DO 1101 Ill P EDGES. (J) Tr.::G l1MIG: IJIIEII TIIE LOilG DIHEllSIOIHJF GLASS PAIIES ARE VERTICAL, Tl:.Cll THE TOt!G IW'isS Sll.',LL OCCUR 1\T THE OOTT0/1 OF THE PANE. I/HEIi Tl◄E LOi~G DlliEtlSJrm OF-GLASS .-1i"\r!ES ;'\i\E HORIZOJITAL.. THE TO!JG /1.,,\.!"tKS Slll\L L OCCUR AT T1:E C?POS I TE SI OE OF EIITRA:IC E, D. TESTS: ALL EXTERIOR GLAZIIIG SHALL OE COHPLETELY liATEnTIGHT, A!IO l/ATEll L TESTS TO PllOVE THIS MY De nEQUlllED OY TIIE ARCIIITECT AT TiiE COIITR/\CT- on·s EXPEtlSE. REPLACU,F.tiT Alin c;J,fJll!.,lli(',_: UPO,l COI\PLETIOa OF TllE GL,\ZUlG 1:onK MW MTER THE /\RCl!ITECT 11,\S 1\PPROVEO THE GL/\SS IIISTALL/\TIOll, /\LL GL,\SS SUI\FAC ES SH.~LI, OE TIIOROUGIIL Y CL~IIED, tJID ,ILL LAO ELS, Pr, r llT SPOTS AliD on::n Dff ACEt1E[ITS SHALL OE n'Et10VEO. CLEAll I llG SOLUTI 0:1 Sll,\LL IIOT ETCIJ on STA•IJ ALVlllllU/1, P,\ltlTEll on fltllSflEO SURFf,CES, on AFFECT TllE GLAZIIIG co,1Pou:rn, Cll/\CKED, 01\0itEI:, MD 11\PEr.FECT GLASS Slt\LL DE REPL!,CED AT r:o ADOITIO:J/;L·C05T•TO TllE ot.:IER. r1:0TECT .~LL GL,\SS ,\GAIIIST OtJt~GE. I -.. _. ----~-. =--·=--.. -=,..=.-.. ~--~--~--~--- I, 0 ! V I SI C:J 9 --FI ~l I SHES LAH1 AtlO PLASTEn: A • .Gl.tUJ!.f,_L. F"URillS!i ALI. t,'\£:Ofi, t'l.>'\TE:11/\LS 1 EQUIP;1t:!IT, {\?PLIM~CES t~lO UECESSARY ltlC I DE[JTALS -011 THE ~011PLETE IIISTAi.1.J1TIC:1 or ,\LL L,~TH Nm, PLASTER AS SHQ1:;1 0:1 rnc Qi\,''lltJGS A/JD AS SPEClelED 1:rnEIIL D. /\LL 101'.lRK SHALL OE HI COi'IFOnic"ICE !!ITH ,\LL CODeS M:O CALIFOntH,\ L,\TllltiG A/ID PLASTERll,G COllTnAcroas ASSOC .. /!JC. 'S nEFEnEt:cE SP<CIFIC,HIOrlS LATEST EDITIO!l. ' C. t<AlcRIALS: (I) PROVIDE ALL SHEET HITAL. AtCESSOnlES REQUlnED TO COt:PLETE Tl:~ \cORr- OF TH IS SE CT I a;/, t.:IETllEr. :JPEC IF I CALL V DE Sm I oe,:; 0~ UOT. (11) connrn nE1rironcrnrnT, srqc11ro:1, D[O-.~-orn 2-112rn.; •17-112 ' Gi,U~t G!\LVfJI ltrn 11il\L (D) COIHROL JOHITS: FnV Pc5, 750. (C) DRIP SCREED: rnv FP11-1s,75. ( D) VEIIT I LI\ TI tlG ,CREEDS Alm on IP !:OLD: rnv PCS 7511-300 (E) WEEP SCREEDS: Fi1Y l'lJS-87, (2) BUILDltlG PAPER: co:1FOP,ll TO FEDS'\/\~ SPE{)IFICATtOll uun-750 CL,~~s D l!EIGIIIIIG tJO)"t:ESS Tl\\11 9 LDs'. DEfl_ 100 :l(l.G'T. (J} 1:nf,L LATil: [( L/\Tlf conPORATIOtl Q:l AnCHITECTS ,~rrnovrn Er,u.~L. (4) PLAS1£n t'."\TERIALS: (A} LI 11E: onv IIYDMTED LI 11£ CO:IFOnt11rJG, TO ,,sni C ·205 ,on L n:: Punv, IF USED, SIIALL 1/El~II 03 LOS. rm CUDIC FOOT. (D) £llBl!J~!L.I,fJJEtiJ EQUL8STEIJ: TYPE I POnTL/\!lO CEMEtlT COilf0:1/1• ltlG TO ASTII C ISO. (CJ PORTLt,1:D CEl'.C:IIT Pu\STEft SMID: CLE,';l fJIO ~O:JFO~IIIIJG TO ASTll c-it,i,. GM OED rnon CC,'\liSE TO F Ill[. 0. PLf,STrn PRO?OnTI OtlS DY \:Z I GHT: (I} SCRATCM COAT 0~ LEVELIUG COAT: I PAnT POl\Tlf:IO CEtiEIIT 5 PAnTS St.no (2) BR0\,;1 C01iT: 1 PART POHLAl!O CEJ1EtlT 5 Pl\ftTS s.~nD 1/10 PP.1T IIYC:1.~TED-Ll/;Z G'I \;2•1GIIT, p~ 2S;l tlV ~!llU:1E (3) P;\OV I OE \'..HER,,noor lllG 1100 IT I VE Otl SCMTCil At;o c~:\.:: cc.w~ Ai r},TI: OF OtlE (I} p ltlT rm SAC[( Qi' CEJ\EIIT. (4) PORTLA/10 C(l1EUT FIIIISH CO/IT, DTERIOR AllO 1rrrrn1on: I PART PORTLN:D CEHflJT J PARTS s;um 1/2 PART HYDl1ATEO L/1\E E. EXECUTIO!J: (I} E){AlllflE /\LL cc:1srnucT10:1 cr.;t<:;o~ r,1:J 011;Ei\ fcCCESSO:llES, TI) ltlSU~E Tltf,T r-tt!ISH[O PLASTE:1 su:wi:c~s '.JILL, c:: ffi\JE TO LlnE, LEVEL, PLU/-~3, S{:).!A!1E, CU~\!EO, on t\S on::r:;rassr f\ECJJtr.;;.n UIT:-:o:-'7 noQUIRtr!G EXCESSIVE mlC:Z:lf'.!S of' PLASTEn, , (2) MTrn APPL IC1iTI 0:1, EJ'.Cil (',,SQ CO.\T er r-c~nR:~ cm:1rr PL,15Trn S11,\LL COllTA I II Sl!ff IC I 8JT 1:01 STUi1: ron ,\T LfJ\ST 40 ilOU~S 0:1 Er-- rm I on TO ASSUAE ltVO;\t,T/ Cl. IF ll[CESSN\V TO l,J I ST81 PL/\STEA, AVOID SOt,tutlG Ar:o tsJ'PLV 1:.\TE.'1 HJ FIIJE FOG SPi\l\V, DO IIOT APPLY PL/\STrn TO SURFAC;:.5 l-!111Cll cc:rrr.111 SURFP,CE V:,Trn. (]) DO /lOT APPLY PLASTER \~!Ell n::;,eMTUnE tS .ESS Tllllrl 30 DEGREES F. 11nrn1on P,PPLIC,\TIOHS ,:w OE ,~CCOMPLISHED DY liEATIIJG AIR TO A 11111 I KUil OF 1,0 DEGREES F. /,PPL Y OtlLY AFT£n l;Q DEGREES F. P.\S GEEll •IAIIITAltlEO Ill BUILOIIIG FOR c:1E 1:oun. PREVEllT CO,JCEUTRI\TIO:J OF HEAT ON PLASTER AREAS. F, CLEAN UP: COMPLETELY REViOVE ALL PROTECT I VE COVER t IIGS. REIIOVE MID CLEAII ALL SPATTERIIIGS on OVERSPMYS FR0t1 ADJIICEIJT tc\TERIALS OR SUR- FACES, LEAVE SURFACES IIEAT AtJD CU:Arl AtlO ACCEPTAOLE TO TIIE t,RCHIT[CT. A. GEtlERAL: FUR/IISH ALL LAOOR, IIATERI/\LS, EQUIPIIEtlT, APPLI/\IICES AtlO t!ECESSARY IMCIDEtlTALS COR THE COMPLETE IUSTALL/\TIOII OF ALL GYPSUM DRY- IJALL AS SHOl,'.1 011 THE DMl!IIIGS At:O AS SPECIFIED IIEREltl. B, IN AOOITIOII TO THE REQUIREHEIITS OF ALL GOI/ERIIIIIG CODES; OROltlM,,;ES A/10 AGENCIES, CONFORM TO ~HE REQUIREMEUTS OF THE FOLLOWIIIG CODES MIO STAt!OAROS: (I) ORY\JALL CDIISTRUCTI0:1, PUOLISIIEO DY TflE OR\'\11\LL COIHRACT /\DMIIIISTR/\- TIVE TRUST 111TH THE CALIFORrll/1 onYl!,\LL CO[HRI\CTOftS ASSOCIATIOII. (2) U.S, GYPSUM CO. 'S HA/:OOOOK OF GYPSUtl OH'.1,\lL COtlSTP.UCTI0/1, u\TEST £DI TIOIL C. ACCEPTAOLE MAtWFACTURERS-UlllTED STATES GVPSUll, t!ATIOIJAL GYPSUII CO~tPMlY OR ARCHITECT'S APPROVED EQU,\L. 0. r,\TERIALS: (I} GYPSW1 OOARD: I\. 0, " I! 5/0 I IL GYPSU11 \:,,LLCOARD. TY Pc. ".>~., 5/8 111, G'IPSU:s \J,1LLOOARD NAT8R' ['~F:•::',lc->T/',l,n· c, 5/8 IH, E/,Tl::',.,,A:_ -:::.::-·FFi''i' f'.,C'.'i\,l'.D(W/TE)<TUl<J", C-0 /, 1· ) (2) JOltlT REINFORCIIIG TAPE MIO JOINT co11rourm-STAtJO,,no SPECIFICATIO[JS FOR JOIIIT TRE.ATI\EIJT ltf,TERl,,LS FOi\ GYPSUtt \/ALLDDAP-0 COIISTRUCTIOII, 1\STlt c1,75, (]) LAt\lNATING ADHESIVE-EITHrn JOIIIT cc:wou:m OF TIIE TYPE USED FOR rn- GEODltlG TAPE OR /JI t,DHESlVE on L,'Uil/L\TltlG COrtPOUIIO .ftECOl1t1EIIOED □Y TIii; HAtlUFACTUREn OF THE GYPSU:1 DO,~RD. ]. (4) \'.\TEn-POrnCLE. (S} W\ILS-ST,\iW;\f,0 SPECIFICATIOlJS FOR IIAILS Fon THE APPLICATIOtl OF GYPSu;1 \i,\LLDO,\rlD, ASTtl c511,. Si'l::Clf,L IJ,\ILS FOR PftEDECORATED GYPSu;, CO,,RO Si\CULO GE flS r.~co;::1:;1WEO 0'1 GYPSUII OOAnO M,<\/:UFACTURER. ( 6) SCREIIS: STAIID!\RD SPECIF I CAT I c:is FOi\ SHEL DR I LL sen ms FOR HIE ,\r?LICATIC:1 OF GY/\SUi1 SIIEIT tt\TElllAL TO LIGIIT-GUAGE STEEL srur:,s, ASTt1 C61:6. IIETAL STUDS; (\, GErJ Ent1L -F"u:rn J Sf! 1'\LL U\CO:l • l-~~, THU Al 5, EQU I P"[!JT, APPL I AllC ES A":, IJEC[SSAr.Y lt:C IOEllT/\LS Fon TIIE co:;?LHE lt!STALL,\TIOii FO ALL I\ETAL STUDS 1,5 s1:011n 0:1 TIIE Ol\NJI ti GS AIID /\5 SP[C IF I ED llEnE I [I. O. tt\TER 1/\LS (I} t1ET,1L STUDS SH,,LL COtlFC:111 TO F[OEN\L SPECIF ICAT I o:1S QQ-698 AtlD QQ-775-0. (2) AL~ 1:ET1\L SIL,LL DE r,,\LVf!llZEO COLO r.OLLED STEEL OF THE THICKHESS s1:6t;;J Otl THE D!c~IIIIJGS l\tJO OF THE fOLLO\JI llG GAUGES: (3) (5) /,. ltlTEr.10:1 llC:l-O[f,JlrJG rMTITIC:1 STUDS SIIALL DEl~,~;GAuGE. S2E l'-1.,ht..J'S, O. c;2t✓:1::.,:~::; Pf-,1TITIC:1 STUDS Sil/ILL OE 18 G,~UGE, FUnR I IIG CHl'J::JELS-Slt\LL OE );.', Ill. n 25 fo.''cUoE, UtlLESS OTIIER\i I SE lllUICArYliti:TrTiir O~NIINGS. IMlt,ltlG CH.\rHJELS-S:tiLL O! O:: G;\UGE PnEVIOUSLY IIIDICATED, SLOTTED o.1Wic-Sfl,\PED ro SECU~i n11m SIL~tlil IL11LS, FL/\T UOTCIIED STAPLES Of\ SC:1E\fS. STEEL t~\lll nu1mrns-S1l~LL Cc 1-1/2 Ill. (6) TOP :110 .:orrc:1 numsrns-c:l ,11.L Pf,nT1r10:1s SH1iLL OE ltltlUKUll 20 Gw,c:. ( 7) EXTrn I a~ runn I NG Cltl\tlllELS-Si'.:\LL DE 20 GJ\UGC (U) t!I r.r::-Stl.'\LL C<HJfC~t I t!G Gl'-IJGES: OE PnESTf1.~IG11TErl:!D GtAVr:JIZEO 11:::1Er,lED LO\J-CP.~COtlED STEEL TO F[DEML %Pee II' I CAT 1c:1 QJl-U-1:S IE .'JID OF THE FOLLO\JI IIG ~. □. TIE \JI r,[! SHALL C2 16 C!,UC. C. TOLEnN,CES: /\LI Cl f,LL \!f\U, CEIL 1t:G r,lO OTit[fl I\SSEMOL IE S T<'l A TOLEI\AllCE OF 0:JE (Tf HJ zco i:nn,zo:irt,L 11:;o O:lE (1) lrl soo VERTICAL. 0. ltiST,\LLATICll: (I) 1:cT,il. STUDS: ;1. lll5T,\U (,LL 11ITIIL :;TUD3 TO FLOOR \JITH rot'.Zr.-o~IVErl STUDS r,r 2 f'T. 0 lrl. o.c. v51!JG l l!l. 011\JIIT[n \J,\S1trns IIITO 20 GAUGE C'.l11G:1 Cl'.11::lELS. 0. lrl~T,\I.L VEnT1C1\l S,Uil3 J\T IG 11!. \/IT!I 20 G\UGE TOP Clt~t!IJEL S~CU~ED i"o PU'.CE u I ill ~crr.:.u;;. (\. e:iST/\U~ i~'.!Tl\L Cl~'\:~:1~LS su7-;;xn. AS trmlCATED C:J TttE OrlAUltlGS V0llcG :, 111:llr:!J:I c;: l·l/2 m,_ l~\ltl C!~1!::JELS /\T '• FT. 0 Ill. G.C. r:m ,\ 111;:1::v:1 :c;: ?/J ,;l. CIL\CJEL!yPEnPEr!OICULAn TO t•,\IIJ ci:--::it~Ls ,'\T 1e, 1n. o.t. D. c'.:CUile Cl!~:::JELS TO f;\f.,111:J S'{ST£/I \JITll 1:0. 0 GA, 11rnES AT 6 lil. r-nc1 l:,',C:I Er:il r::o c:1 S!!CU~ I :)G TO I 60 It\ IL Oil I VEIi ltlTO :'51GZ OF t'J:):) rn:.,:11c;; t:3:~:rns, a;i DV C).f,V?WG An.Gu~m STEEL 1:~nrns. rr:nv1n:: Clltllf'.';.l OF Tli:lcE (3) !'HISTS o, I/IRE FOR 5·:cu;;Er:'.W7. c.. ::ir,;cu:-:E cnos:; F;->__~J1WG Gt:.':.'.,-::2LS TO r:;'UU FTU'JilllG CHf\rmELS ,w 16 Ill. o.c. 1Jli11 ll!;:::;:11:1 OF n:o {2) n11srs AAOUIIO /\LL IIITEr.SiZCTIC:J:; \llTi) t:J, !6 GA. \/IRE. ll. L,\? 11LL Cl~'.,!:!~L5 1-'.l Ill. C;'.;1) Si::CUllE TO t,OJ.~CEIIT CIW!IIEL UITlt n;o (2) 5Ti;.'l!!DS or DC~~'.'! r:I). 16 ~-~-1/lllE AT 110 CLOSER TN,'JI 2 In. \':-\0:1 E'.~O Of' Ei\':t, L10., E. C:1055 Iii! -37[8 ... cr~.".'.~::~t'3 (ff n:'U(li:ut1 ~5-D:CCnEE AUGLE AtlO AT D rr. 0 Ill. o.c, r~1:a;:,::i u,CH 1!,w·ro PREVEtlT AilV 110VE/1EtlT OF FHJ I SD $!JrtL"t:ci u:~c:1 CC'.~',1J:T IC:L { I} C,',.f,!FULLV CCORDW!\TE r.~t ·r.'!c.:1m:i,"t1T$ r-0:1 O.\CIUl,G SU?POµT OF ITEIIS To ~:: r:ouwmo c:j r" 1rns1:1n ~,:.~..r:.tEs. (2) cco::o li!.~TE 1'1U llE()JJI ri,,:c'.,li$ .-D:\ PI r-.:s i:ip ornzn I T'E!1S PASS I llG Tl:.iCUGII H1"'1U~3, C[Jllt;CT~ C:1 Cfl1:r!~ 1:-::::1,;t tt:lDErl ~m,s SECTIO:~. l'\,. t::r:sr.,'\t-Flf,1:HSti AU: I.J\CO!t, t:'\rrrn&/\LS., ~QUIP:)z:n. P..PPllt::cES f\!!O flEC£3SArtY H:C i'ii'iifTt,LS FC;J n:, COl:S'LETZ lll~Yf•LlJ\Tlll'.l c;: /\LL CEntJI IC TI LE AS s1:01m c:i rn:z 11~1ui:-:is r.;:o !':.~ s_;)-::c1.v1so t::mcun. ,r:::,:ic1sc;-.:i. tJ:CIIITI:CTIJ:1.,1L ti,i'.t~llC ~~r.fr,Cl::;J, L~TCO 0~ PACIFIC CuW P;:09ut;iS. (I} GElJEn/\L: TI LE S!:[cLL c:: OF co:;:::sTI C rv,:1ur,,,c runE, STA!IDARD GRADE, 1::ETHIG Tf:: S!ViPLIFIED Pil:\CTICE ;;ECO!t',W0.1TIO:JS R 6I-R62. ALSO FEDERAi. SPECIFIC/\TIOtl ss-r-3000. C/\HTO!)S ~'1,\DE SEALc□, (2) ltiTERIOn FLOOR MO UALL TILE-Sil/ILL OE SELECTED FROH ONE OF THE MOVF. MIWF,\CTURERS OR DISTRIDU-r□RS, MIO SH.\LL OE INSTALi.ED COIIP· 5, ___ .. ----·---:··-:· ·1 (3) (5) COLOP. A:lD PATTEru~ S!lnlL fiZ I\S SUO~:":l 0:.1 r::1 or ... "'.Vlf!13$ £.A It) ..S::JSt\;'i'[IJ DV Tli'.; fCICIH-T~CT. Tl LE: AOllJ\51 VE F IUI Slli;O Q.UArtnV Tl LE l':!D GU\ZEO c~ u:JGLl\?ED C'/i'."..1[11~ TiDf P!!D CEr./\!11 C t:OS/\ IC Tl LE co:wonm llG TO /\r!S I /,. l 37. I, C~OUT: AS. n::cotm~t:OEO OY 1:tUmfACTIJf/?..n G✓ cEn.f:JH t TI LE, rn C~iton A!;'sELECTEO DV THE M\C ltl TECT. ( 6} PO~ TU,ll D ctHEIIT: AS TII C-150, TY PE I. ( 7) m111nv 0~ t1EDUSA, (0) HYORI\TEI) Ll11E: ASTr1 C-20( on C-207, TYPE s. (9) SAtlD: i\STH C-1',4. ( 10) WA rm: POTABLE. ( 11) REINFORC IIIG MESH: ( 12) AOflESIVE: lc~CCO ADHESIVE AS IWIUfACTURED OY FRAIICISCAll TILE C0t1- PAIIY OR ARClllTEC,'5 APPROVED EQUAL, COIIFO~/HIIG TO AtlSI .~.136.1 FOR ORC,,1111C ADHESIVES, TYPE I. D. EXEC TU ION: (I) MORTAR HIXltlG: IA) CONVEHTIOIIAL MORTAi\ FOR VERTICAL SETTING OED: I PART PORTLAND CEMENT 1/2 PART HYDRATED LIME 4 PARTS ORY SANO on 5 PARTS DAMP SAND OY VOL~llE, I tiCLUD 111G \'ATERPROOF I llG ADIi i XTURE, (8) COUVEtlTIOil/\L IIORTAR FOR HORIZOJITAL SETTIIIG OED: I PART PORTLAIID CE/IEtlT 5 PAHTS onY SANO on 6 PARTS DMP SMID BY VOLUME AODITIOII OF HYDRATED LIME PERHISSIOLE Ill A QUAIITITY IIOT EXCEED- ING 10% OF TllE CE11EtlT COtlTEIIT ltlCLUOIIIG IIATER-PROOFIIIG I\OMIXTURI:. (2) LAYIIIG OUT TILE\IORK-LAY CUT TILE \/ORK SO THAT tJO TILE LESS THAU 11ALF FULL SIZE OCCURS. FOR HEIGHTS STATED Ill FEET AND lllCHES 011 THE ORAl/ltlGS, MAINTAIN FULL COURSES TO PRODUCE TllE NEAREST OOTAIN- ABLE HEIGHT USING STAIIOARO BASES /1110 TRIM. LAY FLOORS OUT FROM CEIITER L ltlES OF ROOMS 50 THAT ALL MAJOR AOJUSTMEIITS Ar.E I\ADE AT liALL S. L/\ Y OUT TI LES ON IIALL S SO TH/\ T FIELDS AIID PATTER/JS CEtlTEll EX,,CTLY ON I tlD IV I OUAL l'.ALL AREAS. , (3) CUTTlliG OF TILES-DO ALL CUTTIIJG AND DRILLIIIG IIITHOUT MRRING THE TILE. RUB CUTS SMOOTH 111TH A FINE ABRASIVE STONE. SET NO CUT EDGE Aw'lltlST ANY FIXTURE, CAOltiET, OR OTHER TILE \/ITHOUT I\ JOl:IT AT LEAST 1/16 /IL 1/IDE. \/HEIIEVER POSSIBLE, TURI! CUT EDGES AIIAY FROM THE AOJOlllltlG \/ALL. FIT TILE AROUtlD ALL ELECTRICAL OUTLETS, PLUMO- ltlG PIPES, FIXTURES ANO FITTIIIGS CLOSE Et!OUGH TO PERMIT STA!IDARD PLATES ArlD COLLARS TO OVERLAP THE TILE. ('1) GROUTltlG-GROUT SQUARE EOG£ GLAZED IIALL TILE FLUSH IJITII TllE FACE OF THE TILE MAKING A NEATLY FIIIISliED SURFACE EVEtl HITlf TUE TOP EDGE OF THE TILE. THE GROUT SHALL OE FORCED lllTO, AIIO C011PACTEO, AT LEAST THREE-QUARTERS OF THE JOINT OEPTll OR UIITIL IT MEETS THE PURE COAT OR t:O:\TM OED. (5) flLE JOl!lTS: IIITERIOR ANO EXTERIOR JOltlTS SHALL OE UtllFORH ltl IJIOTH THROUGHOUT THE SURFACE OF THE TILE. 1/0 ltl. TO 3/16 Ill. lt\Xl/',UM. (6) SEALING-U11GLAZED CERAMIC AIID QUARRY TII.E SHALL 0~ SEALED l/lTII T\/0 COATS OF SE.ALER AS RECOMMENDED BY MAIIUF,iCTURER OF TILE, IIISTALL SEALER ltl ACCOROANC E 1,1 I TH t\AUUF AC TUR ER'S PR ltlTEO IIIST1UCT I OtlS. MAllUFACTURER OF SEALER SHALL PROVIDE CEnTIFICATE OF CO/IPATIOILITY ANO 1/ARRAHT THAT TliE SE/,LER \JILL tJOT AFFECT TIIE COHPLETEO IIISTALL/\- TIOtL . ' RESILIE~T FLOORING: A, fil.llERAVfU~HSH ALL LAOOR, r:.\TERIALS, £Qurrr,rnT, APPLIMlCES AllO tlECESSr,~Y INCIOEIITALS FOR TtlE COMPLETE 1/ISTALLATIOll OF All RESILIEIIT fLOO:lltlG /IS SHOl.~I Ori THE OM\11/IGS ANO AS SPECIF I ED HERE Ill. G, QUALITY ASSUM!JCE: PRIOR TO ltlSTI\LLATIC'.1 OF RESILIEIIT FLOORlllG ltlSTALLEn SHALL 5UDMIT YO ARCHITECT EVIDEHCE THAT TllE IIISTALLEA 11,\S ltiSPECHD SUR- FACES TO P,ECF.IVE TILE MIO TH/IT Tl1E SURFACES flAVE CEEII PREPARED SUf'FICIEIIT- LY TO RECEIVE FLOOnlt1G WITHOUT DAl"GE OR LIFTING. .~CCEPTAOLE r,\llUFACTURERS: (I) VltlYL c,QMf? TlcE: r,MSTnOtlG, AZROCK, FLIIITKOTE, GAF OR KEIITILE. 0. t'-:'\THUALS: (I) VltlYL CCl::jR, TILE-1/8 111. X IZ Ill. X 12 ltl. PREnlUII PAICE STOCtt Vll!YL <:::%::1.;li==: TILE, COllFOIUIIIIG TO FEDERAL SPECIFICATIO:J ss-T-]12 TYPE IV. ( 1) ( 3) (4) ( 5) nASE-OURr-E RUDDER COIIPAIIY' 5 TOP SET 0A SE WI Tll TAPERED TOP, FUR[ll SH- EDIII ROLLS AS LOIIG AS POSSIOLE NIO I\ATCfll/lG OUTSIDE corc:1rns. Ill COLOR AS SELECTED DY THE ARCHITECT. ADIIESIVES-T'IPE AS RECO:-u1EtlOED DY TllE l\;\IIUFACTU~rn OF /\DOVE PRODUCTS. METP,L EOGIUG·lltlOER FLOORS \1!1EAE RESILIEIJT mos OR AT EXPOSED EDGES. 11111\-EDGE ,\-4111-ll, AlUlllt'.Utl FIIIISltED, O~ILLED AT 6 Ill. O.C. STAIR COVERI/IGS-1/11 ltl. THICK RUDDER PnEFAORICATED STAIR COVERlrlG AS 1\AtlUFACTUREO ov ncA nuoorn co. 110. 65 on WRKE nuoorn CO, •• _' --· --·---'7!,tfl;J,· 1,Rt1 ,i,.1~1=@::1<11;1~, :,1,Nm;til ,,:. 1£1..-»rg1t1"' ,,r,t • MCCOLLOUGH &. ASSOC!/.\TES, :-J•l.•J• ·'",l.•ll•U.'.;• .. '·,'A:.il[•.fc 1;.,11_-; ,j-•,•1-0 <',' 1,',i'<'1~·. :•:fel-'l;,•J;l~I'-' ,,vJ,,•-l• f\RCI-IITECT~ ,1 ,, II " \; LETE 111TH ALL TILE, m11mrns, p,~SES, COVES ETC • 1-'"~'==•e== .. o,z,,c ~ '""""""o.,.;.._;, r.r?~mivrn • • •• ;_£ I (2).aJt .... I ··-·-•-··•' ·-'-· 16815 Vo~ 10.nrn.1 /we:nue/Sc;~e: 201 ..... 1'.::~:: ~1?~14 .. l?.!_-4 ! ~60-02f,4 -. I PUBLIC WORKS DIRECTOR ,I n re. r·o 1?eos . ' __ , ___ ]' ' 0/\'IE -J-7.. 1-IJ? ! Di'\~ DY DESCRIPTION l\l'P'D. DESIGNf:D OM':11'1 REVISIONS CHECl(ED DATE 3/1S/B7 PUBLIC WORl(S DEP/\flTf~ENT ----·--.. .. •• -,--.-,'<~c. =-.. -<=-· --===--=-~ _:..:;_ = -~~----.. -'•·· J..C .~-~,•~-.--:c===r=-::::..-,==---~~, .. ==---=== -I I ' / , , I ' i ,., ! o! " '.') q ' ,, "' ! I ., c:: ,i I I, ii l I ii ll I 6. L DECUTIOtl: (I) SUOFLOOR PnEPARAT I Qi!: /1, FILL (;"l.f~Cl(S ll!Hl PLASTIC FILLEn i\S nr:co;:;.;~!,.1DF.D DY HAfHJ,':"I\CTURER OF RESILIG/T TILE. 0. ALL SUOFLOORS Sll,\LL CE ortY /ciD CLG\!JED OF GnEl\s•E DI nT, Pfd llT Nm omen FOnEIG!I I\\TTrn, • (2) APPLY M!!ESIVE Iii STRICT ACCDRD,'cll:E \JIT11 IWIUFACru:srn•s PR11/TED lrlSTnUCTIO:lS \ii rn SCORED rno,:EL' (3) l\,\l/lTAl:I F0'.1 ,\ PERIOD Of" 21, i:ouns CEFORE ltlSTM.LATIOtl NlD ~o IWURS J\FT[il ltl STAL LAT I 0:1, A TEnPEnATURE OF <IOT LESS TI-V,!I 7D DE GR[[ 5 F. NJO llOT MORE THAii $0 DEGREES F. l\\ll!TAIII A l\llllr1Ul1 TEf\PEMTIIRE OF 55 DEG~EES F. AFTrn FLOOR 15 !/!STALLED. (!,, LM TILE-STARTIIIG FROM CE!ITEn Of ROO:I r. tmRK TO\IMO PEnmETrn, (5) CUT oonorn TILE t!EATLY MIO ,\CCUI\J\TElY TO FIT FLO□ n PrnETI\J\TIC:1s, AOUTT ltiG l!,\LLS AllO SU~Ff,CES ~1/0 □Turn I TEI\S. ic\~ lf:Uil G,~P rrn111 TTEO IS l/6i.TH lfJCII. (6) Tlli1ESHOLDS: (AJ co:nrnuE TILE nmDUGl1 ADJACEtlT noo:1s nECEIVt:lG SNIE I\\Ti,RIAL. lnlERE A1!0TllER C0l0;1 on EQUAL TIIICKJIESS t!.',TERIAL IS TO UE APPLIED HI ADJACEl!T AAEAS. STOP PATTERII AT crnTrnLIIIE OF DOOR AS APPnov- ED OV Tlla P"1CMITECT. (0) AT OTIIER RESILIEIJT TIU: TERHll1ATI0:1s. USE llETt,L EDGlllG srn1r I/IHI \c/000 5CREHS /IT 6 It!, 0.C,• lfl L'OOO r.:lO PROVIO:;: LEAD SHIELDS Ill .:onCRETE. (C) PnDVIOE TillOPOXY 60 AS 1-1:\!IUF,\CT\JREO DY \J. n. Gfu',CE COl'.PAllY J\T All RESILIEIIT TILE rrn111t1ATI0:1s MUTTHlG EKi'OSEO rLOORIIIG, PROVIDE 3 lrl. FEATIIEAS TH~ESl:OLD. F. UP0:1 CO~PLET I 011 Of ALL RES I LI EIIT TI LE \;Q~t: Iii TIH S SECT I 011, HOLL f,ll fllilSH[D sunFACES \/ITII A 3-SECTIOil, 150"LU. IJC:1 MLLEn. nOLL FlJ,T NlD UlSUnE co,:DHJG TO FLOOn. G. EXT1L1 STOCl(:•FUn:11s11 TO TIIE O\c.lEn urc:1 CC:1PLETIC.'I OF TllE ,:on1, nm (2) u:1 □Pi.lJED ct,nro::s OF TILE. £,CCU~TI Ct,L t,HEI\ I /\LS: ,\. ernEnAL•f'Uf\:11511 ALL tA00:1, ;,\TrnlALS, EQUIPHEtlT, /\PPLIM!CES MID l!ECESSM'I lrJC I OEIIT/\LS FO~ THE COMPLETE I IJSTt.Ll.,\T't 0:1 OF All ACOUSTI cAL ,:xrrn I r,LS AS 5110\.'.I C:J THE OMl11tlGS J\1:0 A5 SPECIF I ED IIERE I U .. :1. CODES N!D STNJDAflD5: lrl ADD l TI c:1 TO TllE nEQU I P.Er:BITS OF ALL GOVff~llllG CODES, ono I 1:/JlCES r.rm ,\GE:Jc I ES, cc:1FO ;\/1 TO TIIE r.rQu I ntr:rnrs 01' 1111 T) O:IAL FIJlZ U,JOEm1:urrns l,U~Ef,U t. FEOEnAL SPECIFICATIC:l ss-s-00110. C. At.Cf.PTAOLE 1-w:u,t,crunrns: E. (I) ,\COUST IC TI LE: I\P./ISTITO:JG, COcll'ZD co. , CELOTEX 0~ U.S. ,GYPS!Jrl (2) 1'.ETAL SUSPEIJSIOII SYSTE/l: ( 11 (Al oorm Pnooucrs, 111c. (rsur::1ER oov26 • er.ass oov1,21o) (O) CIIICAGO 11ETALLIC CORP. #800 srn1Es. (c) l,J:i.,: II IT::c·r1c, ,:--rT'! '.:.'/[.IJ FQUAL. c:~-J tJ~t 1i"ltc.s r:~ ... J .. n.. ce:::c:::, ro ::::cz~1l sr.::c~tti\rtc:1 SS"'."ri"--::11 rn r~ , t--r-~ Cf...r::St: zi;~ ::a:1-cat::;r.rs,.--10L'i: tnr.1 c-r.:ronv r..rrL-fED t:n..s;, l'tSl..£: L'H17~ P/\lt:7 C---H:-JSi:\ HC':t t10T YO :;J UiS5 fil,i !~fl.C u 0. r;~; (o) LIGHT r.::r.ec,·1c:1: cl(), l!ESS 'il~'\ 75~. lcl SIZE: OE 5/0 DES I Ql ur:us:; OT11Eft\JIS'3 l[ll)IC,,TEO C:I n:;: ORA!> IIIGS' I fl. X ls lrJ. ~ 1,0 Ill. ACOLJST IU,t • f I ssunrn 'iQU;\P.E [DGED. 1.AV· 10 TYPE TltE sn:,LL (2) METAL SUSPEIISIQ:l SVSTE11: (A) A!.L 11ETAL SUSPEllS ICcl SYS TE/IS SHALL DE HEAVY DUTY 5Y5TEH~ ANO ~f Sl/FFICISIIT STRE!lGTII TO CA/lRY 111POSED LOADS OF TILE AflO RETAIIJ A OEFLECTIOfl or !JOT GREATER THAil 11360TH OF THE LEIIGTH Of T><[ SP/\N. (B) Flll!SH SHALL DE Fi\CTOr.Y APPLIED ,/llJTE. (3) VIRES NW HOLD om~1 CLIPS: (t,) tli\t/GER VIRES· llO. ,2 Gf,LVANIZED AIJllEALED STEEL. PRE~Tnl\lGH!EO[O \/IRE. 6 INCHES OF POltlTS OF CONCEt/TRATEO LOADS ron LI_GHTS, ETC. NlO 6 lilCHES OF IIALL NIGLE, (D) HOLD 00\c?/ CI.J.i'.2. AS DESIGNED FOR THIS SVSTE/1. (C) l{ALL MJGLE SHALL OE Hrnmo EDGE. lllSTALLATION: ll) \IIRlS A1:0 HOLD 001.:1 CLIPS: (A) ALL HM/GER \llnES SHALL DE ltlSTALLED Ill COllFORrt'\NCE ',IITH THE REQUIREnrnTS FOR LATrnAL BRACH.G OF Tl!E UIIIFOR!1 BUILOIIIG (ODE (0) HAIIGER I/IRES SHALL OE SECURED TO CLOSEO EYE t!OOKS SECURED TO COTTOII OF STRUCTURAL 1:::rrnrns. (CJ PROVIDE tWIGER \/IRES .~T 4 FT. 0 IIL O.C. ALO:JG MIii RI.INNER,. PMVIDE FOU~ (4) lllDffc.ftD(IJT •JIRES -;,rn EACll LIGlli FIXlVRE. (o) ( E) ( F) PROVIDE \/IRES \/ITIIIII 6 Ill. OF ·ro11ns Of CDtlCEIHPJITEn LO:\Dlllr, 1,:rn lfiTERScCTIOI/S OF \!/\LL AtlGLES. SECURE \/ALL AllGLES TO VALL AT 24 Ill. O,C, \IITII PO\iER ORIVEU STUOS AT ,i\smrnY on C1l~CRCTE \!ALLS AIIO SCRE\JS AT 16 Ill. o.~. 1\T STUD l!ALLS. HOLD DO\~I CLIPS Si/All OE PP0PERLV DES IGIIEO Fm 11ETAL Sl/SPtn- $10:I SYSTEII. ], 1, IIJSTALLr,TICl/ OF METAL SUSPEllSIO:J .GVSTEf1· (A) EXPOSED G.,~ ID SUSPE1!S 1011 S1/STEtl-lilSTIILLrn srnr.1~11r fJ)!) LEV'ioc l!IYrl· IN 1/8 1ft. lfl 10 FT. HliH JOlilTS i!S-'\T t"V~D U~HF0:1!1 ,~:m rn;1:c. TO t:."dHLUIE JOIIJT$ C'.;TI-i'~Gl 1\0JOIUHlG. 1~::1CERS (OJ \!/ill MlGL£S: Sllf,Ll OE t!TTEQ UEATLY 1Vi!\1U5T TI~E L'.''.lt. +.::EDU r{l'JLO IS i\G.-'dt!ST AOUG!l Sl};tf/\CED tt-\TH\i,:~11... TIH:.ll S{\":.C( c::·J",~'£n ,;•,e,o Mrn ~'.'\LL Is TO BE C/'c~U:f.~ [N Ttll s cc~n,;";t.CiC,:"t VtTiJ t'.) :.::r,~ovt.'.J G\UUU rJG COHP-:~JtlD. ID) GRID HEI\QicRS SHALL OE COPED 0'JEn 1:0.\ll-O:JT/\1, 1.SG 07 \.':,U ,c,;:l'ES SQ Tll;\T HEl\'lEnS AnE FLUSII □rl me COTT011' J. 1/lSTALLATIO:l or /~CCUSTIC flkE: JA) P/\TTERrl: SHAU. D!: SQU:'t~E trJ At.L (\RE.AC. l'Jl'iU GtHD HJ t:.·:rlL~~:·:~:J i...lfl[S P/'Jt.'iLLEL TO L".LLS, svt-:.:;fTiHC-ft,!. Ar.ot.rr cnrtEU Lt(J;l ti: r:::~·,:·) (O) AC~UST~C TILE Stt;'.U. m~ lrlSErlTEO in Gr..t-o i::,;:::ns tHTU /'_\£. ,c:.-~c:~~J REt.OVAwLF., Er.CEPT ,Ti:lJSE Vilt~ SPQHJ:tL(n t!Zt..C;3_ ntin..:":.·!:,1! ,1,,"\'.:~! c·,_:;:...:,:~•· on ornn TILES. CUT ,\:10 FIT TILE l\~C~'.'.) A~L l\f!l DH:Fu:c::::; c::; on1LL 1:~u,s re:, r,tt PIPES. " ' (CJ TILES CUT F,:i,:1 SIDE TO PERI\IT r1r.:c {'[ll~Tr~'1fH1:1 \lll.t ,::'i c7 ttcict::• tDLE. F. SPECIAL RtOUIREltE/IT', (I) FIRE-MTED CEILlrlGS: \JiiER[ occuns Sl!All a:: rn.ov,nrn \JIT!l 1:.-,n:uu::.; FlftE·MTtD SUSl~liSIOfl '.>YSTDI t,JO LAY-Ill Pi\lJEL~ l".'.L:ZSS i:orto r;n:lrtt:i:'.1. (2) TI/0 (2)-u:wr.01tE11 CMTOclS Of' EACII TY~E Of ,~CCUSTlf.A'. TIL[ 21:.',tl c::; LEFT \JITII TIit Olc.lER UPC:: CO/tPLETIO:J 01' TIii$ l.';ln!:. PA lrlT I tJG: -- I\. GEil E nAL -Fumi 1 'SIJ I flC I DEIITAL s Fon D11A\-l1flGS t>.!lO t,S ,\LL L:J\BOfl. f'i./\TfnrALS. EQUlPnEJJT. Ar'P!:1,'\!:CES :.:!D r:~Cl:'S:-:.r::w THE CO,\PLETE IIJSTALLAT1c:, OF All '·',~l,ITIIJG A, s::~:.:1 c:1 r:,: SPECIF IEO ll£n(trl. 0. QUALITY ASSURAtlC E: ( l / f'.-H i!R I AL 5 SHALL OE PUnE Ull1\CUL TEMHO, FI f\ST QU,,LI ,·r. r,:m Slc,Lt 0£ ... OE~! VEr.EO TO THE P:10JECT HJ 0111 G HU\L U'.~0;)8H!Jl COtlTA WEgJ. C'.:: .. \::_ ... lfh .. Ti.:.. lt'\!1UFACTUl1C:.f1 'S t!~'\&:!':, &J.:'.tm f~:\flZ r!!D r:w~rr.n J'JD r'1'\TCH l'l''"--. CErt.. ,. --'-· ,,., (2) P/\lllTlt:G lt\TERl,\LS USED Ofl TH<'. rr,OJECT Slli\LL C.CJFO~I f() r,Ll LC:r,,. AIR POLL UT I 0:1 COlffl\OL I\EGUL\T I OHS GOVEIUI lllG TIIE USU OF S:11'.'.i. c. EXTI\J\ STOGr-·U?O:l COMPLETIQ:1 Of THE rnoJECT, FlJfl!llSII TO Tl'.Z C',,::En C:1G' UNOf'EllED GALLO'.J Of U.Cfl COLOn P/\11/f USEO 0:1 TIIIS P..OJ!;CT. a. GUAM.l!TEE• lu Aoo Ir 1c:1 To /\ o:1E•YEM1 GUMAtlTEl Oil ,\LL PP. H!il"t-••·\~-, .,.,,,. COtlTI\ACTdR SIIAU. fURfl I SH I\ f\.'O·YEAR \/RI TTEtl Gu,~n,\!lTEE ;:I f,l~ ·':z::z~:lfO[~ ... HATERPnDOfltJG l,Ont,, AGAltlST l/ATEfl PEllETR,\TIO'.I. • • E. ACCEPT/\CL[ J!JUWi'l.C11,JAEl1S-C:ll00[i'l, 01.mn FCY~ft(lS, ~;1e:nv1t,1 l/1(1t.!::.!1'.l, s11:cLA1n P/\lilT, PITTSOUnG Pi\llH Al:0 GLYIWIC STAii!. Atl l\,\rr;1g1_5 US~.!)- 011 TIHS PRO.lsCT qJAtl C,f OF U'.1£ JW:ur.~CTUnEn. U!!L€SS HIOIC.'\TED~!J 11:1 ORNJ!HGS OR SPECIFIED I\ERflrl. f. HAnu'!A~E MIO FI XTU~ES-nE11ovE r.LL lvt~O!.~\n[. 11.'.\~G'.'..\:c: N:c.csson, l:!J. I=L~Ylr5 L!G!i'i"TT:L f!XlUlll'.G'iifo Sll!ILMl flEVi:i UI f'l/',(;E 1>n10:t TO Pl\lrJHllG ,.:m j',-:),. Plf,Cf, uro:i co,1nET 1c:1 01' EACll SPfsCE. G, (1CC(PT/\UC;.:: qr SUP.f-1",CES-O~FO:lS cc:1:::r:tl~JS, Ci\:1~FULLV EXi\fHt:~ r:LL ~U:~i=t.CCJ'.l,, ;/. AHO /\lt.PCJ.Y 'I,.) '11{[ [H1ru11ECT {lJJ'I e~2s.Y~'•~:'.:'.:":t:r:ro:-v; cc::~HT!O:ss. .. r:i'.!. L~';lJ:...L ST/\llf OF P!'lli'lJ1-tJG ,s r..i:;~;s,cz;,eo ('J:':?..H7Tf':::r:. c;: 1:::-:.·-~ OJ on::":C-:.1 £\'.:':. ~I\T I srncro~v l\:!D n~t:. cc~.:H::CTHES5 0,' ri:~ u~:~LG P/HfJ;1r;~ F'1;:~,:J 'ii'.~-::J Cl"' COMES nc:: S.~l.( nES?C::s ! 0 IL I TY OF T!U S cc:n-r:t,cro:1. fXECUTIO:!, ( 1) EnPOSEfl!.LU:1011,r,, 11:cH.~:11 Ct,l r.:m ~u,crn JCI',L , YfHS: ~ T[!:3 Ul'\1:C~'i' ,,,cro:1v rl11ISll SUCH AS to:rnu,r,. 1'11'1:S. oucrs. GRILt.EG, r:,15/WS., VEfHS, JKCESS Pf.:![LS, t','.rn IT£r:s or-51/Hl.,'\(~ f~'\ru.:uz Slt";.!..t C:! f-l[J_:;::J TO l~HCfl /\D,!,\C,EIIT \!~ll r::o CEflJl!O sur.ff.CE~. u::t!5!:t OT!'.c,,'.111[ ( 2) f}I ftECl[O. PA HJT 1J IS.I CLE: su:-trt,CES c~mr;n. vnns. r~c, ~1EilS. t:1 G~I LLC:3 FU\T {;!\Ct~. l!.~SO t~POS!:D l:'.=:Tt.t. Ht TD scum~rr. r-~-H:J. r~~~D ti.l~LJ fi:i sc,::OULEO. 5-WJW Pf\Hl1 t~::;:ru:vi::'.n PiL"\tYJC./\,C;:..r::. CJ CC? GnH c;t:: :-, CEALl:D cc:1our,:;. r1r11m r..rm c~c,si. Ptimr i:rv1.r:-:s o:~ /\Lt. nsc.Gst:o t:Jc:;;ru::1 rt-::;--t'.:um. C~"'{.1ft~1n .. ;:-►-·'.:;:-;:.';~~ ETC. ro iL-'\Tc,, fcDJACE:n l"U:1f-'fJ:CTC.. Cl~0.0 rw~s:: FhU~'.:~~-j ~::.-.;:: ,r,tT(l1~ Fltl!Stl, HO Pl\r:Ji D!l nt:11."Jl(:l'.Q. 1;-ornst)onn1 Fl.c~s t..:::J /\U1 r:cr.;r;5 c:r cc::t.1·. r:::teJtt::1 rn:-.J r::J c11~~:::::3"' S117["[ DE P:10~110ED nn:u l\ Pi\t:rrO'\j r.:nn-;:-::t t.JfE.:l P47-.7UZ-J1 c:-::::::,.- o;:cu::~ iru; c::n~Er1 n-oc:~~ 0:1 s~NJC!1::> E..''/,Ht::J w1r:7:!n[nT G-H:t.:::::; ·.r.::.r::. r::w[ iHE [{J:;E5 FlfHSr:EO fQ t:.'U'CCl TI::r fC7.'iH1 c:: n:2-r:::~~::J C-J ['.'>~"'.:':2 FIU!:1 t.1HCH rnr:. r."~:! IW!] lJ~-31C1..C! t''J2J i:=1 r.::~ ,-;) ,:1 t'. C~"-:HI .. ~i r.:-zrr POS!\'10~. (5) ~~~JJY!!.11 o;,-r-,. ;.1.m.P,".~ ut!:~ c:; r:!C!Jt~·-~; c-:,· r::J r.:_::u-rr;:::/r rc~1 -r::"J fV,.U,,UH>_; ll!:-;1.~C}S-! (/1) --u,'•1 ~, "Q!1'r:'r"'I ~; .. rp,r:-[1,·,~.,.,.I'""..-,... r'""! -~-s,-•• --.~./".'"~·---•·1 r,.. ,,.-.~-,---~ '-..~ .,'. V•• ii '-~t.--:;_,J b-;l-,.,SbliJ ._,..,J,J,.',,_....:,,) 1.,..0 : .... .1>,, .• ;,'('..,J,_.'.,', ..•. ,, .f l~·~,;_,:,-. ((,) COATS: (rl TliH Ef;CII Cill\T o;: DIFF!!nrnr COLOil f;llOJ iO.MctlC,WIOl' G? FI il/\l CO,\T. (7) PAIIIT SYSTTII •• ltlTERI-Oi\: 1. PR 11:E COM: 2-illQllO & FINISH COATS: PAIIH I, -·----------·"-... ·-.... (D) P,\'1t1T·S'ISTr.fl 'I,'· EGGSIJELL FltllSll O:J GYPSUn \!f,LLOOMIO: ( C) I. i'rlH1E CO.'\T: P.V .• ~. rn111El\·5EALrn 2. SEco:m & FIIJI SH COATS: EGGSHELL HEAVY"0031ED \TIPPLE PAltlT, Pi\ltlT SYSTEII '5' • PAIIH FIIISft! C:l \:000: I. rn 111£ COAT: 2. IIHER11EDIATE COl,T: 3. FI 111 SH C0,1 T: EIIAl<EL ~ilOERCOAT HI XTURE OF EUAMEl UIJDERCOAT A/lO SEM: • GLOSS £NAMEl. SEHi -GLOSS ENAMEL (D) PAIIJT SYSTEH '6' STA!N·AIJO-LACQUER Fifi I SH Otl ,JOOO, I, FILLER 2. STAlfL 3. Pf\lME COAT, FILL OPEIJ-GR.t.lN \/000 SURFACES OIJLV WITH PASTE VOOO FILLER INTERIOR WOOD STAIN CLEAR LACQUER SEALER 4. INTERMEDIATE COAT: • CLEM GLOSS LACQUER 5. Fllll\11 COAT. nio (2) COATS CLEAR \/)\XING LACQuEn IE) i'AIIIT SYST[l1 '7' • ·'PAINT FIHISH ON METAL: I. PRIME CuAT PR I MER -SEALER 2, INTERMEDIATE COAT: HIXTUnE OF ENAMEL UNDERCOAT AND SEl:1- GLOSS ENAMEL J. FllllSH COAT (F) PAIIIT SYSTEM '8' I. PRIME COAT· SEHi-GLOSS ENAMEL PAINT FltJISH ON H[TAL EQUIPMENT, FACTOnY PRIME COAT 2. INTERMEDIATE COAT: H[AVY·DUTY ENAHEL UIIOERCOAT HEAVY·OUTY ENAMEL J. fllJIIH COAL \G) PAINT IISTEM '2' PAIIIT FINISH ON EXPOSED PIPE ANO DUCT ltlSULATION: OllE COAT OF FLAT LATEX PAIIIT. (8) PAINT SYSTEM • EXTERIOR· l·'l PAltlT SYSTEI> '10' I. >IRIT COAT 2. PRIME \COAT J. FINISH COAT: (B) PAINT STSTEM 'II' 1. PRIHE COAT, PAIIIT FltJISH 011 CONCRETE MASONRY OR STUCCO: BLOCK F!LL[R EXTERIOR ACRYLIC MASOIIRY PAINT EXTEf:IOR .\CRYLIC MASOllRY PAIIIT PAIN[ FINISII ON METAL: 2, INTERMEDIATE COAT: l'~TERIQ!t PRlf1ER -SEALER EXTERIOR ENAMELIZEO HOUSE PAINT EXT ER I OR El1Ar1EL I ZED HOUSE PA I NT J. F I ll I SH COAT C tc) PAlilT SYSTEM '12' -PAlliT FltllSII ON \./00D: I. PRIHECOAT 2. INTERHEOIATE COAT: ) , FIN I SH C DAT. EXTERIOR WOOD PRIMER EXTERIOR EHAHELIZED HOUSE PAINT EXTERIOR El,Al<ELIZED HOUSE PAINT (D) PAltJT SYSTEII 'IJ' -STAIN fllllSH OCJ ,iQQQ; I. PRIME COAT, 2. FINISH COAT: (E) PAINT STSTEM '14' I. PRIME COAT: EXTERIOn l/000 STAii! EXTERIOR i,iQDD STAlll TRANSPAREtJT FINISH ON WOOD, 2. INTEANEOIATE COAT: EXTERIOR \./000 STAIH EXTERIOR CLEAR FINISII EXTERIOR CLEAR FINISH ). fll/lSH COAT. (rj PAIIIT STSTEII 'F' -EXTERIOR \JATERPROOFING THOROSEAL -OISTr.lGUTEO DY L.M. SCOFIELD. CLE./\11-UP • uro:1 C011PLETIOII Of THE \.'ORK, TIIIS co,lTRACTOR SH,\LL REMOVE All PAINT, VARtJISH, ETC. FnOil 'LODRS, \/ALLS, GLASS NJO OTHER SURFACES AS REQUIRED. REMOVE .\LL DE~RIS ANO ACCUMULATED MATERIAL\ FROM THE PROJECT SITE AtJO LEAVE THE WORI Ill A CLE/VI MID ,\CCEPTABLE COIIDITIO:I. OIVISIOII 10 • SPECIALTIES TOILET PARTITIONS: ,\, GEIIERAL: (I) FUnl!ISII ALL LAOOR, MATERIALS, [QUIP11rnT, APPLIAtlC[S AHO NECESSARY IIICIOEIHALS Fan THE COMPLETE INSTALLATIOfi Of All TOILET PARTITIONS AS SllOl~l Q;J THE DRAVIIIGS AflO AS SPECIFIED HEREIN. 12) COllFORH TO ALL R[QUIR[H[IITS OF LOCAL AflD STATE CODES PERTAINl'IG TO PROVISIONS FOR THE PHYSICALLY HAllOl(APPED. 0 .• ACCEPTABLE 1-,/HlUF"ACTUR.E/'\S • I I I 'ACAOEIW. •LOOR SUPPORTED ANO HEAORA IL BRACED UN I TS AS '<J\f/UFACTunED DY FIAT 11ETAL PRODUCTS COMPANY, IIJC. (2) 'FIAT DURD' AS ,w:uFACTURED BY FIAT METAL PRODUCTS COMPAi/¥, lflC. IJ) 'LEADER' AS 1\Al<UFACTUREO OY PRIC[METAL COMPAtJY C. 11AT£i11ALS: I I) ALL TOILET PARTITIONS SHALL HAVE FLUSH PANELS ANO OOOAS, OE FLOOR ,-;ou,nED 111TH PILASTERS NID HEADRAIL DR.t.(EO, Af!O SHALL IIJCLUO[ ALL FITTINGS, HARDl'.~AE, rnsTEIJINGS, AND fllllSH FOR A C011PLETE INSTALLA- TIOtl. UAIIIAL SCREEIIS SIIALL OE FLUSII PANEL, \JALL-MOUNTED, AIJD IHALL IIICLUOE ALL FiTTitlGS, FASTENIIIGS, AIJO FIIJISH FOR A COMPLETE l•STALLA-T 1011. 2. 1. (J) PANELS AtlO DOORS SllALL OE ,:or LESS THNI I Ill. THICK, FLUSH, FORMED FR011 mo SHEETS OF PLATE ASSEtlOLED OVER NIO CEMENTED TO A LAMII/ATEO CDRRliGA TEO Fi BEROOARD SOUtlO·O[AOEll lflG CORE, ANO SHALL HAVE FOnMEO EDGES INTERLOCKED \,!TH A ROUNDED STEEL 1',0LDIIIG, VELOED AT TIIE •11TER- ED CORll[RS. PAR11TIWS SHALL DE 110. 20 GA. MTEAIJ\L; DOORS S~"~ll OE fJQ, 22 GA. PAnTITIOCIS SH,\LL OE ATTACflEO TO l!.\LLS l/lTH ADJUSTAOLE Of\ACKETS AllD RIGIDLY ltlTERl.OCl\£D TO PllASTEnS 1/ITlt 11/VISIDLE TEIISIOtl HOOKS. FITTltrGS SliALL BE CHROME-PLATED, PAOVIOE SOLID bi,C~IIJG Ill PNIELS FOR TOILET P,\PEr. li0LDEI\S AllD OTl1En f.CCESSOAIES ,\5 R[QU1~£0. (4) PILASTERS SH,~LL OE IIOT LESS TltAIJ l·l/l1 Ill. TIIICtl, MAOE FR0'1 n,o SHEETS OF t,O. 20 GA. STEEL, ASSHIDLED Ill THE SAH! t:t,llllER rs rn.: ooons AtlO PAnTITIOtlS. PILASTERS SHALL EXTUlD FROM FLOOR TO HE/,O· MIL. All PILASTERS SHALL DE PROVIDED IIITII At! ADJUSTAOLE FLOOn /\tlCHO~ All□ STAii/LESS STEEL on ClmOn[•PlATED DASE TRlf\. (5) HEAOR,\IL s1t,LL OE OOLTEO OR SCRE\-ll:D TO PILASTERS moil TII~ IIJSIO.:. 110 SCAEfJS SHAL ~ DE VIS I OLE FnOM TIIE OU1'S I DE. ( 6) HARDH,\RE SHALL CQ'.JS I ST OF STAIIDARD TYPE GMV I TY H ltlGE L71 I Cll ALL0'-1$ THE DOOR TO RE11J\lfl OPEii AT NIY ANGLE; HEAVY LATCII \JITH cm:Jlll,'TIC:J l(EEPEn MID RUBOER·FACEO STRIKE. N10 COAT HOOi( UITll RUDDER Cvt1rrn. ( 7) ~LL lo\RO\JAnE SIIAll OE CfinDHE·PLATED' lWlUFr,CTURF.O o;i FU7'Jl I Slim :w THE !WlUFACTURER·,OF THE TOrLET PMTITIO•JS. D. ltlSTALLATIO:J"c, CLEAl!ltlG; I) TOILET PARilTIOtlS Al/0 URIIIAL SCREENS Slt\Ll C£ ltlSTALLEP A$ SiiOl,:I ON ORAIIIIIGS OY TltE HAIJUFACTURER on lllS AUTliORIZED REPRcSEIJTATIVc I II ACCOl1DAtlC E VI TH TltE 11/\IIUFACTURER 'S SPEC I <i CAT I OflS f.!!O P!ll HTi:D ltlSTALLATIO;l 11/STRUCTIOllS. (Z) ~,1TER lrlSTALLATIOtJ, CAREFULLY ADJUST ALL l!AnOl!ARE N!U LE,\Ve ltl PERFECT l-ORIING DRQER, DOORS SHALL DE FREE;or IIIUGE 01110 AFTE~ 111STALLATI0:1. CLEAi! PMTITIO:is 011 COIIPLETIO.l OF \:om, .''JO 1.cWE FREE FROH IHPERFECTIOIJS, TOILET ROOM ,\CCESSORIES: A. GENERAL: PROVIDE TOILET ROOtl ACCESSORIES AS IIJDICJ\TED Oil rm: OilAI/IIJGS. COORDIIIATE All I/ORI\ uriorn THIS SECTIO.l lJITll ornrn TRADES TO w:unE PROPE~ INST,\LLATIO:I OF ntE TOIL!T R0011 ACCESSORIES, lliCLUOIIIG ROUGH OPE/IIIJG RE· QUIRE•ENTS IN PARTITIOIJS; DE nESPOIJSIDLE FOR THE LOCATIOtt OF ADEQUATE DLOCKIIJG OR OACK-UP SUPPORTS FOR ACCESSORIES IIJSTALLED ltl OR OU TIie PARTITIOHS, 8. t•J\flUFA:TURER: SHALL OE AS SHO\Jll 0:1 THE DRAIIINGS. EQUIVALEIJT P~ooucr, >11\Y 81 SUBSTITUTED AFTEn OOTAIIJll<G APPROVAL FROM ARCHITECT. USE rnooucrs OF JIJLY ONE MAtlUFACTURER THROUGHOUT Fon EACH ITW OF EQUIPMEIIT SPECf'IEO,_ C. ISSTALLATION: INSTALL ACcESSORIES AS REQUIRED, Ill ACCORDPJICE 1/ITII MANU''Cl'JRE,'S ROUGH-IN DRAIIINGS AUD 111:-TALLATIOUS. Ir/STALL IJITIIOU'i l'"AT(,,'"G QR OTHERIIISE O[FAClllr. ANY PORTION OF \JALL, CABINET OR Pt,RT!T!C"15 SURFACES ALL 14ECESSARY SCPEHS ANO AiTACHEt\(tHS :;HALt BE r~RNl:HEJ ~rrH THE AC:[SSORl[S. PLUr!JWG, DIVISIO:f5 Ji,. 12, .IJ, I~ ••• .flOT USEfl 01v1s10:1 15 •• 1,:;:Cl!/\lllCfll "'"'F'·f'f? ·1·,,, ,,1r",-1 ,,._, ,1,..-A '. :.·,1 .•· N·"'·· r, 1-, .-" ........ r ._. .... •, r ~" --, ·,1 . , . ,· , ..... , SHEET P.·-4 i;:· AG -::2. A. GENERAL: PROVIDE PLUIDlt!G \.'ORI( /\S IIJOICATED, SPECIFIED M:O REQurnrn. MEIITIOIIEO HERElll on ltJOICl\TED 0:1 TflE Df\AVIIJGS OF ARTICLES, MTEnll\LS, EQU I PIIEIIT AIIO HETHODS REQUIRES TIL~T THE COIITRJ\CTOR PROVIDE SUCII I TEf1S 11EIITIOIIED on IIIOICATED, on A QUALITY SUOJECT TO APPROVAL. PERFORII E,\CII OPERATI Oil I NO I CA TED AIJO TO THE BEST Pi\ACT I CE OF THE TRADi:, FURTHrnt:ORE, Tf!E I NTEIIT SHALL OE COii STRUED TO MEMI THAT All PIP ltlG, EQU I Pt1El!T Al:0 FIXTURES SHALL OE COMPLETE, AllO LEFT Ill OPEMTHIG COtJOITIOII, U11LESS ornrn- t!ISE SPECIFICALLY INDICATED. B. >IATERIALS ANO PRODUCTS: All. MTERIALS OR Sllll[AR CLASS OF SERVICE SHAI.L BE OIJE HAIIUFACTURER, KADE Ill 'DIE' UIIITED STATES. CAPACITIES, SIZES Al:D OIHEllSIOllS GIVE!i ARE Hllll11Ufl UI/LESS OTHERWISE lllOICATED. C. IIISTALLATION: • (I) PROTECT I OIJ: PROTECT ALL 11/ITERI AL AliO EQU I PIIEIJT FRO/i OAt·\AGE: DAMG· ED OR DEFECTIVE I/ORI(. on ·1-\ATERIAL PRIOR TO FIIIAL ACCEPTAllCE St\~LL BE REPLACED AT 110 -COST TO 01/NER. ALL EQUIPHEtlT SHALL DE FULLY CO~ER- ED TO PREVENT ADHESION DF CDHCRETE, OR STAlqlllG FROM PAINTING. 12) HOLES IN STRUCTURE-PROHIBITED IN ANY STRUCTURAL OEAH 1/ITHOUT WRITTEN COIJSEtlT OF ARCHITECT. SLEEVES SHAU BE ACCURATELY LOCATED AIID PLACED IN FORMS BEFORE POURIHG OF CONCRETE. 1/IIERE SEVERAL PIPES AnE LOCATED Ill CLOSE PROXIMITY, THE CONTR.t.CTOn t\AY PROVIDE OIJE FRNI· ED OPENING FOR ALL THE PIPES Ill LIEU OF SEVERAL SLEEVES; ALL FRAIIEO \ OPEIJINGS MUST BE APPROVED BY AnCHITECT. Flv\l'IED OPEIIIUGS Ill COIICRETE SLABS WILL OE PnOVIOED WITH 4•1/ICH CURO$ AROUND TIIE EIITIRE DPEUIIIG, LOCATIOII Of FRAHED OPENltJGS USED Ill llEU OF. PIPE SLEEVES 15 THE RESPOtlSIOILITY OF TltlS COIITRACTOR. VERIFY LOCATIOI! OF ALL HOLES .\NO OPENINGS PRIOR TO BEGIIHll>IG I/ORK. PROCEEDlflG \JITII I/ORK IIIOICATES ACCEPTAIICE OF CONDITI0:1S. COIITRACTOR SHALL PAY ALI. EXTRA COSTS FOR CUTT lllG OF HOLES AS THE RESULT OF I !<CORRECT, DELAYED OR li[GLECTEO LOCATION OF SLEEVES OR FRAMED OPEIJIIJGS, IJ) ORAIJIIIGS AtJD EQUIPMEIJT LOCATIOIJS: BECAUSE OF THE SI\ALL SCALE OF THE DRAWINGS, IT IS IWT POSSIBLE TO INDICATE ALL OFFSETS, FITTlrJGS AIJD ACCESSORIES 1/HICH MAY BE REQUIRED. THE COtlTRACTOR SHALL CAREFULLY IIIVESTIGATE THE COIIDITIOflS SURROUNDIIIG THE IIISTALLATIOIJ OF 111S WORK FuRl<ISHING Tl1E NECESSARY FITTIIIGS, VALVES AIIO TRAPS REQUIRED TO COHPL E TE THE I llSl'AllAT I 014. THE GErlERAl ARRAIIGEHEIIT 1110 I CATE □ Oil THE DRAllltJGS SHALL BE FOLLOIIEO AS CLOSELY AS POSSIOLE. PLUIIOltlG EQUIP· HEllT, FIXTURES AND PIPIHG SHALL 0£ LOCATED TO AVOIO IIITERFEREIICE WITH AnCHITECTURAL, ELECTRICAL, NECIIAlllCAL AllD STRUCTURAL FEATURES. THE DRAIIINGS ARE tWT TO OE SCALED ArW THE COIJTRACTOR SHAl.L REFER TO ARCHITECTURAL MIO STRUCTURAL DRA\IIIIGS FOR DI MEllS I Oil$ AtlD l 1111 TA· TIONS OF THE OUILOIHG STRUCTURE AND FIIJISH AND EXERCISE PROPER JUDGE· >IEltT Fon THE EXECUTIOfl OF THE OF THE PLUMBING WORK lrl TltE AVAILABLE SPACE ALLOTTED. THE COIHRACTOn SHALL OVERCOflE OU I LO I llG AIJO omrn TRADE DIFFICULTIES 01111/G TO SPACE ~HHTATIO:/S on IIHERFEREIICE llliEII· EVER ENCOUNTERED. !i ,, ,, H !J I I !l'il242 r~-•-~--~-==~-·=--=,· ,. ;,,) •• ~I E.LD CDllD IT I·::;:: ·--~~: THE E 'IEIIT A FI ELD C~n: :~: A:~SE: \/:~~ CH. ••• •••••••••••••••• •• •••••••••••••••• ~, •••••• ~--• !_!: 1\AKES IT lf\POSSIOLE OR lf1PRt.CTICAL TO IIISTALL THE I/ORK AS lllDICATED, , THE co:nRACTOR SH/ILL SUOll IT, Ir! 1:;i IT I IIG, THE PROPOSED "DEPARTU11E" TO ARCHITECT FOR APPROVAL. Ol<LY WIEII IIOTIFIEO TO 00 SO, lrl \IRITIIIG, I' OY THE ARCHITECT 511,,LL THE COIITn,\CTOn PROCEED 1/ITII THE lliSTALLATIOIJ i ' I 11 I I I ii i il I ! ' i I f r I 'I il !] ii I' ,I I, ;1 ii 11 I. 2. 3. s. 6. 7. OF THE "DEPARTURE". Ill CASE OF A OIFFEREIICE 111 TIIE SPECIFICAT1'•11S OR OEn<Ern THE SPECIFICATIOIIS ANO THE OAAI/IIJGS, THE co:,rnACTOR IHALL OAS[ Hl5 010 011 TeE c,QST DPEIISIVE ALTERIIATIV[ NIO AFTER Al!t,R') OF D, ( 5) THE COlffMCT SHALL SECUnE O I RECT IONS FAOH TltE ARCHITECT. COOPERATIVE UJRI(: IT 15 THE RESPOIISIOILITY OF Tl<E UJNTRMTO;\ TO PROVIDE THE NECESSARY CONIIECTIOUS, FIXTURES on AOAPTfRS TO IIISURE THAT ALL OTHER ITE/1S or PLU~if!ING \JQRK ANO Tf1AT ALL ITEl-15" OF HOR.I( OESrnlBEO lrl OTHER SECTIONS OF THE SPECIFICA1'1011S \JHICh MAKE IT IHPOSSIDLE TO P~OVIDE PROPER MATING w,rn STMl:)ARD ITE'1S OF CJM'1ERC~. OR HHICH REQUIRE EXCESSIVE COST, SHALL OE DIRECTED TO THE ATTUITIOll OF THE ARCHITECT AS 50011 AS DISCOVERED. GUARA'1TEE: ALL EQUIP'1£1dT FURlllSHEO U!IOEn THIS SECTIOt1 FOR A PERIOD OF • o:1E YEAR FR011 DATE or A~CEPTAHCE AGAINST DEFECTIVE 1/0RKIIANSHIP AflD rc•TER· lf,L NW IMPROPER l!ISTALLAT I O:l. : 01v1s10:1 16 --ELECTRICAL R::::1::--0,.;, ··r---··, !'CCI •,_./"O'e;. • \ I ,..,, C '· 1,-:-1-~•l j .• ,,. <-/ .k..,.~·-·'--'•··.,, l r·, .. 11..,..,,,r-,, ., I t_~/···,l'-.J:.:.:;, PROVIDE ELECTRICAL WORK AS IHOICATEO, S~ECIFIED, AND REQUIRED. GENERAL: lllTEHT: ll[liTIOtl HEREHI OR ltiOICATIO:J Oil THE D~AfllflGS OR ARTICLES, ••ATERIALS OPERATIOIJS OR HETHODS REQUIRES THAT THE COllTRaCTOR (SUOCONTRACTOR) PROVIDE SUCM ITEMS 11EIHIOtlED OR 11/0ICATED, OF A QUALITY SUOJECT TO QUALIFICATIOIJS llOTEO. P[RFO~t EACH OPERATION PRESCRIOED. ACCORDING TO CONDITIONS STATED AIID TO THE BEST PRACTICE OF TIIE TRADE. PROVIDE THERE ,\LL NECESSARY LAOOR, EQU I P11EIIT AIIO lr!C I OUITAL S. FUR THERIIORE, TH[ HH[IIT SHALL BE cor,srnurn TO H[MI TH,\T ALL co,wu1T AUD 1/IRIIIG SYST€'1$, EQUIP"El!T AIIO FIXTURES SHALL BE COIIPLETE, AfiO LEn Ill OPEMTIIIG cor10IT!CilS UHLESS OTHERlllSE SPECIFICALLY 1,1- DIC,\TED Ill EITHrn Tit[ DRA\/IIJGS on SPECIFICATI0/1$. CODES Al!D ono111N1CES: t\,U[nlALS NIO co11srnucr1011 SHALL C0'4FORn 111TH APPLI· CADLE SECTIOIIS OF THE llt,TIOll;\L ELfCTRICf.L CODE, 1976 [OITIO'I; CALIFORNIA AOnllllSTRATIVE CODE, TITLE 24, ELECTRICAL SAFETY ORDERS OF THE STAT[ OF CALIFOR!llA, DEPT. OF IIIOUSTRIAL RELATIONS; REGULATIOllS OF THE STATE FIRE r·,\RSt~SLL; RULES NID REGUL/ITIWS OF THE OOARD OF U'40ERlinlTERS OF TH[ PACIFIC; NID ALL ,WPLICAOLE cou11n Ano CITY CODES, ORDI/IAllCES, RULES AJiO REGIJl,l\T_IOllS /,PPLYIIIG TO THE co:,srnuCTIO". Ill C,'5E OF AllV COCffLICT OEnlEErl DOCUMEIITS flOITIOIIED AOOVE, THE Df\,\\ll>IGS A'1D THESE S?ECIFICATIQr/S, THE •·DST RESTRICTIVE REQUIREIIEIIT SHALL GOVEnll. AtlY CHANGES REQUIRED TO THE DMlllllGS TO CO>ffORH lilTH AOOVE l\[IITIONED "O\OST RESTRICTIVE REQUIREMUH" Sfl\LL tlOT OE HIE CAySE FOR AODITIOIIAL CHARGES en CLAINS DY THE COtHRACTOR. THE l!QRs UIIDER Tl!IS SECTION HAS BEHi IIIDICATEO OIJ Tl1E DMllfflGS Ill LOCATIOIIS l,CIICH SIWULD ALLOII INSTALLATION UITHOUT lf!TERFERIIIG 11:TH Tl<[ \JORK OF OTHER TMO[S, HO\iEVER, THE LOCATIOri ARE DIAGRAl1MATIC OIILY AllD THE EXACT FIIJISli 1.QC,\TIQC! OF [QUIPMEHT AHO MATERIALS CAWIOT OE IIIOICATED. THEREFOR£, LOCATIOIIS OF ,\LL \./ORK AIID EQulPMENT SHALL OE VERIFIED TO AVOID ltlTERFEREIICES, PRESERVE t<Et.O ROOt< AIIO KEEP OP[ll lNGS AIID PASSAG[IIAVS CLEAR. O>AHGES SHALL OE MADE Ill LOCATIOIII OF EQUIP11[NT AIIO •¼TERIALS IIHICH 1\0,V OE tl[C[SSARY TO ACCOMPLISH Tn[IE P•,RPOSES. PrtODUCTS AflO /'ATUllALS. ALL PRODUCTS ANO '-\i-'l.T[RIALS SPECIFIED UtlOER THIS SECTIOtl \HALL DE II[\/ AtlD OF TOP QUALITY. DEVIATIONS FROI\ SPECIFIED ITEHS St\ALL DE ALLO\/ED OIILY IIITlt 1/RITTE!l APPROVAL FROM Tit[ ARCHITECT ALL EQUIPIIEIH, FIXTURES, COIIDUITS, PULLOOXES, S\/ITCltGEAR, PMIELS AND OTltER DEVICES REQUIRED FOR A COotPLETE ELECTRICAL IYITE1' FOR THE DUILDitlG SHALL OE OF A STAt!OARD ACCEPTAOLE TO THE TRADE. ' IIISTALL,\TIO!I: ALL lt-\TERIALS AIID [QUIPIIEtlT SHALL O[ INSTALLED IECU'1E, I/EAT f\J'\/ltlER OY COtlPETEIIT l!QRl(!'MI, AtlO AIH ITEI\ IIOT SO SH,~LL DE CORRECTED TO HEET TH[ COI\PLETE APPROVAL Of' TI<E OWIER. 111 A I tlSTAbLEO STMIDAROS OF IIISTALL,\TIOU: THE "tlECA STMIDARO OF ltlST,\LLATIO!l" SHALL DE Tl![ l.'JRKIWISHIP STAtlDARDS REQUIRED ,on THE ELECTRICAL >:ORI(. REFER TO APPL I CAGLE REQU IREMEIITS OF THE STAIWA/\DS. C0'1PLEH EL[CTnlCAL SYSTEl1 OPEI\ATIOIL~L TEST TO DEt10llSTRATE SATISFACTORY PERFORIWIC E. AODITIOl!IIL REQUIREMEIITS·SIIALL OE AS Sh'Ol~I 011 Tit[ DRAlll>IGS. 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(1/2) ~<.:i , r;,:1m:J o: cna by c.i~::.r..-to:r f{ • :r !/•1) tr.ch flct :-:1::c:tl r.:'.ltor:1111, ,:p::ccd no rc.r.:,o b'lc.~ Clv,:i (5} frc"..'.:::.."J .:1'"'":l~ cr.:J 1:::0.n:-cly f.J!3tr~-2-d; c:-4 • CUtsi(~:J iron or ::7~~i~r<:11:J c:'.?' c::: lcn~t.. cn~2iC"1~th. PJOJ CTr.=u vl'dl i.::.c rs:ira 'ch::n :i ts:~ (2) ir.c:.'l rc,oc:, c::J .c:-:::urcly f.:intcncd. 'T~~'.) r;wtc:ctiv;:J b:?r.J or grill!.3 :::h~ll r~:,t int:orfcro tJit:i" ~J c~:::aticn t;.S! cp::..,ing tln tr;::ru?,e=J If :.-u::::h tr~"""C!!:.J arc rcqufrc:l ta b'.l 9l'Cn'.lbla by t.b'.C tinifou, C:.iild!r.') Cc;J.0 oir ?1 tlo 19, Cll!fo:mlJ 1'.r.'.:1in!s1:rntl "" Ccda. • l\.ll c'.::,'11<:ibt.n on tl!o rcor cl: ;:c.y build1r.J F;::t::rl.rlcc.:::J r,urpos:::3 =hill b:i p·c"Jidcd ul.l:l,: (cl -• L~:Jtc!J .turgl.::.ty r~ict.1.n~ gl,._12i.I:-g; or: '.!;g,,m boir:J oe nt kast cn:::-t:'.llf (1/2) ir:ci1 rcun:J or e;n by cn::-fcurtl1 (1 :r lf,l) inc.'\ flat :itcal cictc-::rlnl. r~rrJc:z t..h.:J ckyl!sht: ~d !3::curcly i:t::..~tc:n:-:d; or I.C ctJD t:::it~c-:-,=-::'ly i:J oe 'L~'":::3::--..;1 c.::.t.cz!.::il., it c:1:1n L"'.) c,:·.--:::::-c:1 en !:IL, k::ii<!:o t:ll'.1 o kx~ ,:i!.::ecc:,~ (lG) ll ',' n-·,,-,o ,',,~• ·--'"! c~ ''0 ·-•!•~•--•· -~~-•''--' ., .. ., .i'=""'-') --~~~,.,, ·"·~""'-~ D ... U-'-.J '-..:.....J 'r\JJi.._. ••• , lJ~l,c..-~,l-1--'"j, ~:-it:1 c::tt:-:.:Jg • r-·------~-·-·------------~ f !_~·)j,Cl~l:·1~t:.t=t~t.~itf~k 1~1;h~l~i.;--t;~1 .>;:, h,\~~;:191rw~\l'\f.~', =---~-=-:,~,-~. .. ·---·-~ -I •l•{•l.-'•,"I, ;:•."l.• ,.•l1/-<,'l11' .. ,.;,~; , .• .',1-,of.\ ·•.1.,-11':~1;/,'1;'. ____ ..:_ ___ -..... ~ I 0,\TE DY DESCrtlPTIDr1 REVISIONS .. .. ( 3 } All air duct or air vanDt o~Enings exceeding 96 square inches o~ th~ . roof or eJtterior ualls of any building or premises --Used_ for building purposes shall be secured by covering the same with either of the following: (a) lb} ( C ) ·( d) Iron bars of at least one-half (_1/2} inch: round o=; one by one-fourth (1 x f/.4) inch flat steel material space.a no more than five (5) inches apar.t and securely fastened; or Iron or steel grills of at least one-eighth (1/8) inch material with a maximum two (2) inch mesh and securely fastened. If the barr~er is secured with bolts the exterior. on the outside, it s~all b~ which are non,...remo'vhble from The above (a and b) must not interface witD ~enting requirements creati~g a potent.i,ally i.1.:tzdrdous condition to health and s'afety or conflict 1.:i..th the provisions of_ the Unifqrm Building Code or 'Ci t..le •lg, Califorrnia Administrative Code~ J Permanently affixed ladders leading to.roofs shall be f~lly encloseJ with sheet metal t~ a height o~ ten feet. This covering shall be locked against the ladaer with a case hardened hasp; secured with non-removable screws or bolts. Hinges on the cover will be provided with non- removable pins when usirig pin-type hinges. If a p~dlod·~ is used, it shall have a hardened steel shackle, locking at. both heel and toe, and ·a minimum five pin tumbler operaticn with non-removabl~~key when in an unlocke~-p~sition. ---·' JC A building located with~n eight ( 8) feet of utility poles or similar structures which can be used to gai~ access to the building 1 r-roof, windows or other op~nings shall have such acces~ area barricaded or fneced with materials to deter h~man climbing •• ·' ( 1 } The address number of every cornmercic1.l building shall be illuminated during th~ hours of dark~csst that it shall be easily visible from the SLree • -· . - APP'D. I 2 ) ( 3 ) . !~: (~~e~~~~e;ni~h~:~g~~m~~~sb:h~~lab~o~~rl~~~t!~:~ing k ound In addition, any business w ic to the bac ~r • ccess to the rear through any c)riveway, affords vehiculakr_a lot shall also display the same alleyway, or paring . . numbers on the rear of the buildin9. All exterior commercial_doors,wf~~i:gm1~!m~~u:~e~~ge darkness shall be illuminated All exterior bulbs of.one (1) footcandle of light, vandalism resist~nt shall be protected by weather and cover ( s ) . . d acce~s-hereto, providing more Open parking ~ots, an d for use by the -general than ten parking spa~es dan_th a maintained minimum public shall be provi~~ca~~le of light on the parking average of one (1) fo.l . ruination of business every surface from dusk unti ~er operating day. , . .. ·---· ___ ., .. ·"'~--·· , ....... ~f--·---· ~· ,iPi'nOVEO I t::3,t2JIL I B(»Nrl~/.\ PUBLIC WORKS DIRECTOR i,..,,._,_ . ............ -. r n.E. rm 12806 BLDG. s ! D/\l'E,,...-f-.2. ?_-fJ? ' -PEC!FICP:r!ONS DESIGNED OP.AWM cnv 0,, fJEVJPO i' '· i ,; ., ! i CHEC:(ED D,'\TIZ:3/16/87 PUBLIC WORl<S DE 'i P/\flH.1 ENT SHEET .2;~ c:-=-::!~~ ,; \l ---"""=,=..4 • -•~•""'· ··--' ==m•-..-=•=='C""~·-"=--!>=,..-~----,,c,e==,;=="""·-'-"•=m=-,·•"-'"-'"""'•'=-··c-:-.~ '' --" :,,,. -.-&~ -. ,._ -- - - ---:-,,_-. .,,..._-::-=,,,,..,,.-, . I I I ; . ,,_ ' ' '. ~ :j i -< • I l~ ( ) : [_• 1a",i 101 I;'1,:1Jr:.r 0 u L.:f 1.1 r· • rH 1.::1.l r~o,,;;F..: 7 . J ;! • ··71 ' :I :1 II •I I, 'I :1 -~ ·- -- I -~ ,::-, . , .. -, I, .. ,a . _, __ , \·;: ;,JI . .· ' ' ·•-.1 ::,,1 ,, '! .• (?!:-~!'·.qt,,' ' 'N• -· _, ' - 1- - . -.. :::.:;:. ___ r \ ·- - ' IL1 • ' I JL~ .1.1I··J L 1- LJ ~ i:J r.?j}, ~•.A,~. 7 ' " • ·;, ·.;·_ ': :' .. ., ', _, ' SH;:ET i ! I I ' j1 I I ·, -, ! ' , J I .. , [l I I : J ' ' : : ·1 ,) " ,-, GEl!ER/\l NOTES l. ALL DRAI/IIIGS /\RE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENT. THE CCltlTR/\CTOR SIIALL BE RES PONS IBLE FOR THE REV I Ell Alm COO RD INA n otl OF /\LL DRl\l/lNGS PRIOR TO ANY CONSTRUCTION, 11/CLUD ldG STRUCTURAL, PLUMB ING, AIR CONDIT ION Hlli AND ELECTRICAL. /\NY DISCREPANCIES THAT OCCUH SHALL BE BROUGHT TO THE ATTENTION OF THE Ef:GI/IEER PRIOR TO TrlE START OF CONSTRUCTION SO THAT A CLARIFICATION CAfl BE ISSUED. AHY \:ORK PERFORMED Jlj CONFLICT 111TH THE CONTRACT DCCUilENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS 0\-IN EXPENSE, AND AT tlO EXPENSE TO THE 0:-/NER. 2. /\LL SY:1BOLS AND ABBREVI/\TIONS USED Oil THE DRA\/INGS ARE COtlSIDERED TO BE CONSTRUCTION STANDARDS. IF CLARIFICATION IS REQUIRED, THE CONTR11CTOR SHALL NOTIFY ENGINEER PRIOR TO PROCEEDHlG \/ITii THE \/ORK. 3. DJ NOT SCALE DRAIHNGS. ALL OltlEtlSIONS ANO JOBSITE CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT TIIE JOBSITE PRIOR TO BIO SUBMITTAL, START OF CONSTRUCTION ANO/OR FABHICATION OF MATERIALS. IF DISCREPANCIES ARE ENCOUNTERED, THE ENGitli:ER SHALL BE NOTIFIED FOR CLARIFICATION. 4. THE CONTRACTOR SHALL FURNISH ALL fiATERIALS, LABOR, EQUIPMENT, TRANSPORTATION ANO SERVICES NECESSARY FOil COMPLETION OF THE \JORI<. ALL MATERIALS AND \·!ORK SHALL COMPLY f/lTII APPLICABLE CODES ANO GOVERNING REGULATIONS AND MEET THE APPROVAL OF THE CITY AND STATE FIRE :!ARSHAL. 5. CONTRACTOR SHALL PROVIDE AND BE RESPDrJSIBLE FOR PROTECTiotl AND f:EPAIR OF ADJACENT EXISTING SURFACES AIIO AREAS lmICH 111\Y BE DAMAGED AS A RESULT OF DEMOLITION AtlD/OR NEIi \/ORI<. 6. ALL EQUIPMENT THAT IS REMOVED ANO NOT REUSED SHALL BE F:ETURNED TO THE BUILDING Of/NER. 7. ALL EXISTING DUCT TAPS THAT ARE REMOVED ANO tlOT REVISED SHALL BE CAPPED AIRTIGHT. 8. ALL CEILLIG DIFFUSERS SHALL BE 4-\UIY BLOl-1 UNLESS OTHERWISE HlDICATEO Oil PLANS. 9. FOR EXACT LOCATION OF CEILING DIFFUSERS AllD GRILLES REFER TO ARCHITECTURAL REFLECTED CEILING PLAtL 2. 04 DUCTS Ai!D Sll[ET 1:nr,L !/ORK /\. PROV !DE U!!CTS, PLEIWi-iS, ACCESS DOORS, AND EXHAUSTS i\S INDICATED AND REQUI::EO. M.L oucn:ORK SHALL BE CONSTRUCTED, ERECTED ANO TESTED IN ~.CCOP.DM,CE l/lTH THE MOST RESTRICTIVE OF LOCAL REGULATIONS, PROCEDU::ES, DETAILED IN THE /\SHRAE HP,flDBOOK Of FUNDAMENTALS OR THE /\PPLICABLE ST!iiWAROS ADOPTED BY THE SHEET METAL AND AIR CO,IDIT!otl HIG Cot/TnACTDRS NATIONAL ASSOC IA TI ON. PROV IDE PREFABRICATED SPJR/1L LOCKSEAl-1 DUCTS AND FITTINGS AND RECTANGULAR DUCTS OF GALVANIZED STEEL. B. FL/IT DUCT SURFACES S,~ALL BE CRit-lPED DIAGONALLY REGARDLESS OF SIZE. LO:/GITUDltlAL JOINTS IN ALL DUCT SIZES IIAY BE FLAT LOCK JOINTS. TR/\NSVERSE JOINTS AN[/ ll!TERMEOIATE BRACillG SHALL BE CONSTRUCTED OF GALVANIZED SHEET t-li:TAL OR GALV/\NIZED STRUCTURAL ANGLES IN t,CCORD.~NCE I/ITH REQUIP.EMEIITS OF ASHRAE GUIDE ANO PUBLIC AUTHORITIES HAVJ~G JURISDICTION. C. TRMISVERSE JOINTS ON All SUPPLY DUCTS SHALL BE SEALED 111TH MASTIC OR T,~PE. D. ALL C01WECTIOtlS TO l·IAIIJ SUPPLY DUCTS SHALL BE MADE f/ITH LOH LOSS FI TT IilGS. E. LOCK JOINTS SHALL BE HAMIIERED TO MAKE THEl-1 AIRTIGHT. INSIDE OF DUCT SHALL PRESENT /\ SMOOTH SURFACE TO FLO\/ OF AIR. F. CHANGES IN SIZE OF DUCTS SHALL IrlCREASE GRADUALLY \·/ITH A SLOPE OF MOT MORE THAii T\/ELVE ( 12) WCHES IN FIVE (5) FEET !!HERE POSSIBLE BUT NOT t,ORE TIIAN T\/ELVE (12) ltlCHES IN THREE {::) FEET IN ANY EVENT. G. HORIZONT/\L OUCH/ORK SHALL BE STROilGLV SUPPORTED l'ilTH GALVANIZED HMIGERS, !fl ACCORDANCE l!ITH REQUIREMEiffS OF ASHRAE GUIDE AND PUBLIC /\UTHORITIES HAVING JURISOICT!otl. II. FlEX!OLE COWiECTIO/JS FO~ /\In DUCTS SHALL BE 16 OUNCE /\IRTJGHT "VEI/TGLF1SS" t:Oi!-COi·10UST!BLE f/\□RIC \/ITll FIRE-RETARDENT NEOPHRENE CO,\TlilG on OUTSIDE. ATTACII TO DUCT\iORi( BY LOCKSEAM. HlSTALL NOT r,:ORE TfiA:I 6 IliCHES LOilG. PROVIDE tlHERE HEQUIRED OR INDICATED. I. :-rni,L CC:':iECT IONS TO CE I LING O IF FUSERS, nnum1 AIR REG! STE RS OR EXIIAUST GnILLES SHALL BE MADE \/ITH FLEXl □LE GL/\SS FIBER DUCT Slii1U1R TO GLAS SL-181, H/\XH'.U:1 LEHGTII 7 FEET. 2.05 INSUL/\Tl011 /\. /\LL SUPPLY ,~f!D flETURtl Arn DUCTS SHALL OE INSULATED IHH1 1-1/2" Tl!!Ci( FOIL f!;C::!l flllEflGLASS, 3/4 POUND ornsJTY, !HTfl V/\POR BARRIER E,:cr:rr t::i:::r.£ D!!CT\;ORI( IS TO □ E EXPOSED. SEE ARCIIITECTUR/\L DRA,/lllGS: I\. C,~u.r:c H/G OF /I IR QUANT IT I ES SIi/iLL BE 1·1ADE BY CONTRACTOR TO THE S1TISf1\CTIOll OF THE ARCHITECT. B. Of'.L11i,CE All AIR SYSTEI\S TO TIIE AIR QU/\tlTITIES SHOl/N ON THE on,1im:Gs. HEATING, VENTILATING ANO AIR CONDITIONING SPECIFICATIONS PART 1.DO -GENERAL 1.01 DESCRIPTION A. \/ORK INCLUDED: FURN I SH ALL LABOR, MATER! ALS, EQUIPMENT ANO SERVICES REQUIRED TO COMPLETE, CONNECT ANO PLACE IN OPTIMUM OPERATIIIG CONDITION HEATING ANO VENTILATING SYSTEMS AS INDICATED Otl THE DRAWING AND SPECIFIED HEREIN. WORK SHALL INCLUDE BUT NOT BE LIMITED TO: • 1. CCMPLETE HEATING SYSTEMS. 2. COMPLETE OPERATING TEMPERATURE CONTROL SYSTEM. 3. INSULATION OF DUCTWORK. 4. ALL SLcE\IES, CUTTING ANO PATCHING REQUIRED FOR PASSAGE OF OUCH/ORK It:STALLED BY THIS CONTRACTOR. 1.02 QUALITY ASSURANCE A. CODES ANO STANDARDS: CONFORM TO THE REQUIREMEt-lTS OF ALL GOVERNING CODES, ORDINANCES AND AGENCIES. 1.03 SUBMITTALS A. SHOP DRA,JINGS: 1/ITHIN TEN (10) DAYS AFTER A\·IARO OF CONTRACT, ANO BEFORE ANY OF THE MATERIALS OF THIS SECTION ARE DELIVERED TO THE JOBSITE, SUBMIT COMPLETE SIIOP ORAIHNGS TO TIIE ARCHITECT (SIX [G] COPIES). B. OPERATING MANUALS ANO MAINTENANCE MANUALS: SUBMIT FOUR (4) COPIES OF ALL OPERATING INSTRUCTIONS ANO MAINTENANCE MANUALS. C. GUARANTEES: IN ADDITION TO EQUIPMENT WARRANTIES, FURNISH A \IRITTEM GUARANTEE AGAINST DEFECTS IN MATERIALS ANO WORKMANSHIP FOR DME YEAR. GUARANTEE SHALL INCLUDE REPAIR OF DAMAGE TO, OR REPLACEMENT OF, ANY PART OF EQUIPMENT OR PREMISES CAUSED BY EQUIPMENT PROVIDED UNDER THIS SECTION. 1.04 PRODUCT HANDLING A. PROTECTION: TAKE ALL PRECAUTIONS NECESSARY TO PROTECT TIIE MATERI/\LS OF THIS SECTION BEFORE, DURING AND AFTER INSTALLATIO/:. B. REPLACEMENTS: IN THE EVENT OF DAMAGE, IMMEDIATELY REPAIR ALL DAMAGED ANO DEFECTIVE \/ORK TO THE APPROVAL OF TIIE ARCHITECT, AT NO ADDITIONAL COST TO THE O'./NER. 1.05 MISCELLANEOUS A. PERMITS ANO FEES: ARR.~NGE, APPLY ANO PAY FOR ALL NECESSARY PEP-MITS, INSPECTIONS, EXAl-llNATIONS AND FEES OR CHARGES REQUIRED BY PUBLIC AUTHORITIES HAVING JURISDICTION. B. SCAFFOLOiilG: FURtlISII ALL SCAFFOLOIIIG, RIGGING AND HOISTillG AS REQUIRED FOR THE PROPER EXECUTION OF THE \!ORK. PART 2.00 -PRODUCTS 2.Dl FORCED AIR FURNACE A. THE FURNACE CABINET SHALL BE CONSTRUCTED OF HEAVY GAUGE COLO ROLLED STEEL. THE CABINET HITERJOR SHALL HAVE METAL LINERS ON EACH srn, AND FOIL COVERED FIBERGLASS INSULATION ON VESTIBULE AND BACK PA~ELS. ACCESS PANELS SHALL PROVIDE COMPLETE SERVICABILITY. B. RETURN AIR SHALL BE THROUGH CAB !NET BOTTOM. C. THE FURNACE SHALL HAVE A VARIABLE SPEED DIRECT DRIVE BLOWER WHICH JS STATICALLY AIID DYNAMICALLY BALANCED. D. THE UNIT SHALL HAVE A 2 INCH DISPOSABLE FILTER. E. THE FURNACE SHALL CO,,lE COMPLETE \/ITH OPTIONAL THERMOSTAT CONTROL. 2.02 EXHAUST FAN A. THE CE!l!NG MOUNTED EXHAUST FAN SHALL COME COMPLETE f/ITH BACKORAFT DAMPER ANO ACOUSTICALLY LINED HOUSING. 8. THE EXHAUST FAN SHALL HAVE ALUMINUM GRILLE ANO FULL ACCESS TO il,OTOil ANO BLOl·IER \-/HEEL. 2.03 DIFFUSERS, REGISTERS AND GRILLES A. AIR DISTRIBUTION EQUIPMENT SHALL BE OF MODEL, SIZES AND CAPACITIES IIWICATEO ANO ADAPTABLE TO CEILING SUSPENSION SYSTEM. B. COLORS: AIR DISTRIBUTION EQUIPMENT INSTALLED IN CEILINGS SHALL BE FURtH SHED IN FACTORY FIN !SHED ENAMEL OF COLOR TO ti/ITCH Tl LE /\S SELECTED. SUBMIT PAINT SAl-1PLES FOR APPROVAL. C. SUPPLY DIFFUSERS AND GRILLES: KRUEGER t,:ODEL 1100 \JITl1 EXTRUDED ALUMJNUll FRAME ANO KRUEGER MODEL 580 1-/ITII ALUMINUM OEFLECT!Otl VAIIES. D. RETURN OR EXHAUST REGISTERS: KRUEGER l:ODEL S580, SIZES AS SliO\!N, < C . . l---~ .. ,:,--,-·--~---.' . . IHTH E:(TRUDED ALUMINUM FRAME. ~/\ CQLLQLJG1 1.8,.f\SSQCIATES, 1c,1eJ<l,1,'i'l;l~IC'l'"J' :ri:·1,!hil>itll ,'.;:, /i,~>\0\ClV,:11:a,: ARCHITECTS ! ";1,.IH~i' ;(•I·· ·~-~f~_i.;I· 1:, "•--1~1~ '"l•h~1'll'IIN~ 16815 Vo:i !(zrm::n A,~nudSuir.e 20! q,.\,!, .. ·.:,1:,•---" '.'<•,~1, ,,1, • '"' lrvrn::. G\ 92714 (714} 660-026-1 ,,,at:.' . .'.l:':/. ·u.1, 1-" -;l\p_. ,,. ,.-.1, ·--·-•--··-•·---· ·-·------•--·-----------------.. ------- i l . ! • l ~....,.,.._~,.,..__....,.-"i-r•---•· -••--•--~ ----•--• TSUCHIY /\M,'\ r, 1(AINO i J Consulting Mochnnlcnl Enolnoorn i 3300 Irvine /\vonuo, Sulto 200 1 No,;!port 13onch, Cnllfornla 92600 I ==~111riirio~vEo"-·1·/~~--J,b. -: ,,,,,, -, ,r, ... ... -~~----, t Ul3L1,.,-wor1_15_: .. C,. __ ...,, _, t --•1-11 ff:;Jr('"",~ff□? n, f•',:y,-:;;::;nl ,7 ,.3 0, F:~'_,1 ,• !1 ~~\.:.,t/!l \J □ g t' .. ~ \._c?Ll ~t1.-~l~lf\;~ □ J~,vt.1 i~L \ n ': (i'14) 756-0505 ' i :t.~riO.:::......~~ ; O,'\Tf ~1-z-;,_-;7 , ,•=--~~-"-"J'=p;;-,-,E"'C,.,_,,,._«,,_~_.,r~!==~=•;O"';<><•r.Y-f.,.._"L"<,,7,,--•~•.c,cM· ' i DES!GNE.DY, D!1A1:!fJ ' D:\TG DY orscmPT1ou APP'O. ! r,: ., ·:,·.,-r; REVISIONS CHECI\ED DATE 3.(16!' ----.. ,.r .~./~ ·• C c ••::,-• ,-~~c cc_·, ~-"'--"•'-="cc===<c=--"• -,~··--. 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T.,,PC -11 100' l).Jt:>ICATOS Fl)(TUl:!Cl TOTAL.. WATTAC.r:',. 2 -t:'OUC-1-8 F'C'l-U 'i!> • Tl-!.ZPP WAY 4 -~CIU~ W,t,~Y P -PIL.OT" L..IC.i.lj' ~ -SPl;:)I MO~D!-JT,."Jt.t?.Y COl,JTAC:::.T r!.l:..L.AV '!7\\/ITCl-4 d., b, G, d, e"tc. -l'Ot::.t.JTlr-:lc:.A.TlO~ OF OU"!'"L.C:.T co)J~)Z.OL.,L.C;.0. ' 1:'UPL.OX. C.of.JVCJ.Ji:'.;J..JC.t:. OU~L.OT +1"21 0~ A"5 t,JoJO.O. !?UPL.O.X: cot,JVC':f.JIUI-JGO. OUTL.~T ,4-l'21l SPt...lT Witz.DO, t!,OTTOM HP.L.F 5WITC.µr::i::,. IWI 5TL.OC)(. IZC:CCJ::=). ou-n ... oT, 1-.iE,l~I-IT A,t,.Jt;:, ~ALII-JG A<;:, r,.JoTSt:'. •--.... :.,,, . ---~-.,- ~Ul,.JCTIOt,J ~O~ C[llL.11,.JG MoUJ,JTUP. ,JU!rJCT'!OU 1!,0X W.AL.L MOUtJTet::', ·•·Y2.1 012. A-5 JJOT&t:?. IIJt:'.'IGATOG GOJ,,JIJO.GTJOt,J TO ;zQUIPt,.,mtJT A$ ~e.::::w:r:.at::'. TI-/Ua:!.MC~T.b.T OUTL.U.T + 5' -o• Ot'Z A6 IJOTC:.t:'. L.C:,W VC:,LTA60. GOtJTt:?.OL. or;?. 51GIJ.t,,.L. TIZ.~I-J&FCl:2.J,..-1~1:?... F==AJJ. MCA-It, 11-JOIC.Q\Tl=:S ~10TOt:Z. co).J·r-r.z.oL. CEl,.JTE~ 1'MCA" ,:1r..::...-:..u1T u~. ft --:;.i::;n. 5Ct-lEcOUL--E:. ~c,i:z. t,..,.ioTC":>1:Z. µp, WIIZ.E:. Al-JO C:01-Jt:?UIT .. MAGt,.Je:.T!C. STA~n:::.!:Z. -1-JUM!!,G~ HJDICAT~& 'J.J8MA1 SIZ.t3. COMC,1)-JAIIOIJ STAtZTC.1:Z -i,,.JLJ,t,,,,tt:!;,~i::!.. lt,,,/t:'ICATU5 1 1-JE.MA' <;!>IZU, l 2 3 4 5 ALL CONDUIT, STRUCTURES AND INSTALLATION FOR POWER AND TELEPHONE SITE DISTRIBUTION' SYSTEM SHALL CONFORM WITH REQUIREMENTS (MINIMUM BEND RADII, CONCRETE ENCASEMENT CONDUIT TYPE, ETC.) WITH THE UTILITIES PRIOR TO BID AND INCLUDE ALL COSTS IN BID. CONTRACTOR SHALL OBTAIN SCE CO. CONSTRUCTION DRAWINGS PRIOR TO CONSTRUCTION AND SHALL INSTALL POWER CONDUIT AND STRUCTURES ACCORDING TO SCE COMPANY DRAWINGS. AUXILIARY SYSTEMS CONDUIT SHALL BE PVC SCHEDULE 40. ALL BENDS SHALL HAVE 25' MINIMUM RADIUS, EXCEPT FINAL TURN-UPS AT BUILDING WHICH SHALL HAVE 4' RADIUS 90° BENDS. CONTRACTOR SHALL COORDINATE· SITE DISTRIBUTION SYSTEM INSTALLATION WITH _SEWER, WATER AND GAS CONTRACTORS. REFER TO CIVIL DRAWINGS PRIOR TO BID AND INCLUDE ALL INSTALLATION WITH OTHER UTILITIES. CONTR.ACTOR SHALL FAMILIARIZE HIMSELF WITH ALL FEATURES OF THE HVAC AND PLUMBING CONTRACT DOCUMENTS BEFORE SUB- MITTING A BID FOR THIS PROJECT. THE HVAC AND PLUMBING DRAWINGS· CONTAIN APPLICABLE DETAILS, NOTES AND INFORMA-TION ITEMS WHICH AFFECT PROPER INSTALLATION AND ARE PART OF THE ELECTRICAL B1D. ELECTRICAL CONTRACTOR SHALL OBTAIN A COMPLETE SET OF HVAC AND PLUMBING DOCUMENTS. NO EXTRA • ' j PAYMENT WILL BE ALLOWED FOR FAILURE TO OBTAIN THIS ll INFORMATION. I>':·=---'---~---------------------"·----"--------- .' \ PUC":>1-1 ~UTJO}J 5TATIOI.J +4' -o• ... WIT~ 15TOP'. 5TAt::.T 11 1°LJ51-1 e,u,--r:oJ.Jc& AUi::' tz.Q;t:> ; 1- 11..JOICATll,...JG LIGI-I,-UJ.JL&-GG 1--,J~,-~~. ' I Y-!.CiL.AY -A5 1-JOIP.O. L...IGI-ITIJ.JG t::'AhJC:.L.. F"OWO::Z.. 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At-Jt? c1i::::.c:.u1,.. 1 . e, \VITI-! ;,i;PAt"-ATt; IJPUTIZ.AL.. coµe:,r-, TE.l..f=.PttoNe CONC:,-U11' ONI.Ja/ c,;4-11 o.c ,AJ::;, r,,lOfLl.0 ,. 'L' ----- Pf',.?V!Dt:.. -rUr..N1-sn, 11;,,,,p.~LG1 u__.;1 JT.itc,:;;.,.T, • ~ ~ ·- " ·-----·-----------, ------.. --·· --. ---. -, SINGLE LINE DIAGRAM GENERAL NOTES: -· c1r,o. c'.c1f?ciJtJD _ " . _ _ __ f'OIN'f OF cd-JN8?7lON • l ALL CONDUIT AND CONDUCTOR SIZES ARE BASED ON STEEL CONDUIT AND COPPER CONDUCTOR WITH TYPE RIGID 11 THW 1 ' 2 ' 3 4 INSULATION. , ALL FUSES SHALL BE CURRENT LIMITING TYPE "LPN-RK" AS MANUFACTURED BY ''BUSSMANN FUSES''. ALL FUSE HOLDERS 'SHALL HAVE REJECTION CLIPS TO ACCEPT CURRENT LIMITING FUSES ONLY. MAIN SWITCHBOARD SHALL BE BRACED TO WITHSTAND 50,000 AMPERES. THE INTERRUPTING CAPACITY OF THE CIRCUIT BREAKERS IN 208/120V PANELBOARDS SHALL BE 10,000 AMPERES. TYPICAL. ro,?, ~" F ,C,,L, ,.\,A•r· i::i __ i';,S -2.(Jer-=e;~,-,.-l.JMITlt.Jcr <4 f· €3=-~= ~· w~c\CWND fWt,T 1NTor,;uF'll~-· • \ __ j____l -~---• ---•~c------c••"---- ; • Ft) ()_ 0/I-E-0073 T ~ · r,h_..,..5 / ,7-1._ APPROVED _ 11:;·_: "'~ -lni, ~ &l ~lf§® ~ ~'il\!!m;II~ ~ @e@IYL/~ li.\\,V,§MU@ i;Jil@II @@§ul.:.\ 00§©/i\, @li)jyf;@fillll;.\ ~ ~.a.JU.. 1 BON!T A CREE~< PAR~ -5 . NOTES & DETAILS , 480/277V PANELBOARDS SHALL BE 14,000 AMPERES. TYPICAL. ~ • -l:1----1----1--------------+--l-===---r==---t--------------.--:-::::-:..,....--~ . I · · · · · · ~ll' r·· ----.. _ _. ----... _. ... · ---------·--· ------•.---· .,. ___ ,. ........ , .. _ ....... 1--?;~?_--_,&_L_~---l·_--~ -~ Frederick Brown Associates DATE BY DESCRIPTION APP'D. DESI~%,, DRAW~ ; 1 CITY OF ~JE\l'JPORT DEACH ilE il: . S~NGLE l!NE D!AGR~~ ~L:;,Ne, ~ __ i 3<~J1,,;~2~n~1~1~/L~?~~;~'.~,2sco li--...l..--'------R-E_V_IS_I_O_N_S ______ _._ _ _,t-,C,:-H;;:EC;;';_~;;E;;cD=c,1---t;:cDA;:;T;;:-E::'_.3-,;~6-,8~7-,7 PUBLIC WORKS DEPARTMENT SHEE~ -·, OF ;6 .,_ ___ "."'." _________________________________ _.__ ......... __ ....._ ________________________ ...., ______________ ,.i.; _ _;_ ___ .!;;;=~----------L~lL.J.. ___ ~c,.:.:1•~)o~s~•-;:::0~9_c;.a:s ____ 11... _____________________ 1!...-.J..J.:h;;:;~;,_-1__.. . ..;. ____ _,.._ _____________ ... ______ ..5 -I I ," I ,: ' ,, -,, ' ' • : '1 ' ' ' '.,: '"; ., \ ) 111 c,-49' 10 ~ 1*1'2 EjF-Oi.Ji-ll:::) 3/1 1' c.-r::,_1'-10 ~ 1.i 1'2. (;::1r.ou1Jo 0/411 c,-::,ii 10 '.' i11'1Q. E]Pour-lo f-,1.L,~ lJf' 5f'L1CE$ 1w J-2:::0;< ):s.P.:,ove: p,2:,:--JGLE:=oJ.,.,F--O fP-Ot--1 s~e Clf-Cl.llT6. CONN'='C1 10 <;:,IG,~AC:,\:::::: AS r<,sqv:r--Eo. Slc::G t:?12cTAIL, 11 A 11 Si-lEST '11-5::, ror--- fi/-1tJf''--E ''IS'' ~loLirJT I i-Je:;1 ~LECTP~lcAL LJTI L11( 60;< . 17 11 Y. ':;011 ,'\'-".,··.:<)C, IA"TEO ii E.U')-(.6 -:;O L.,J 1TH C::ot-Jcr,e-re E':,A~E , 5XTENSlo:J I c,,:,,:::01 I P.,oeJ CovGF,, b::>LT t::oL;.1 e,.\. @ G) ® @ ® coi-J1-Jt:ceT Clf'sCUIT TO qllM-TZ-LIEiHT, lt:7f U0W, cotJ:Jsc1 l'O 'c:fu~To Ll9HT0, • co1-iiJ12c1 10 soccer--• rleLo Li,::.·=i+--IT;::,. I \c, -4 ,l· lo (OP.... SfoF--10 LIGHT;;,; ,-'...I.JD I ·.:,-1,z. .C 1r:01JtJD. I.!:?--1_:1::.-10 f::>f-0f'Of-7";;. l.,lc1\-f'f.7; AND i''"l'r.'.. GJP-~IJD. FUTLJ~E soc0:::r-\ FIELD. 4. ..J 7 I \ . /~ • ~ . -)2_~1 11c2:,6-c- ";,-i=oi, 0(0~1 ~ .·;,.:::::> fA' 14@@ \ ,/ 00 (J)4'1c,6, To RL,CO. _,c'-'" • fOIN T OF CONt-15:.-TI c;- I I I I I I I I 0 ~ 2 . '£ Frederick Brown Associate: :i Consulting Engineers· tll 3-120 lrvino·Avcnllc/Ncv.po<I Geach, CA 92660 ~ -~~5 SPECiAL .NOJ.E: FIE:Lb 1µ SCALE 1 "-40'-0" @U©Kl~~[Rl~IRJ., W@oo~rnl1Is &.1 ffel~IA\'im'@ ~/.;\l~@~/,,,\1~ /olli:\'.tl~IITT(J(g, 1lll!l~ II ~/.;\Jil~I~ @@@© @1!\@)l!c\!J!l(S i!IW[El~I!!(; $i1@II @@®ii&. !ll~';J,1 •/; 1,11lli,@:l;IIW!\ <;J~(.j@>@ (hi(£; il@IW' ((i/llol)) 'il"I® @@~! 1--+---J-------------+--l APaDa )tL BONITA CREE~< ·PAR~< D/\TE BY DESCRIPTION REVISIONS PUBLIC WORKS DIRECTOR • R.E. NO. 12806 ,~?-8? DAT~~~~~-~-., APP'D. DESI~~ DR/\WN CHECKED DATE tvl5 3/16/87 ELECTRICAL SITE. PLAN CITY OF ~JE\"JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 2, OF "5 " .. " " i,'J ' ( ~ .. ~I C " ,-; ~f\~ r l -, .: ('.9 " I ,rJ . ' <ZQ,. • . ,~') ' r, '~,:), '. ' u 0l q ' ' '' '.:I ': 1·, ' ; -' :,j 0 (-! ·1 ' -=:: J C: 0 cl I ,. '•- C,f'-000 f'f<.OvlO AW, (Mffl.. To- 6 : €:1. De:Tl'-IL--). I ® ' '-(T-(P.) --... - I -- ' Ve tJ _,, " ~ ' ' I ' ,, " 010,e,0 N·M0·~\ I - , , ' I ' ~ ' - ( I'{ p, ) ' - '• •' _,,,,,_ - ' I - -7 -- - ' ; f'OLE': C-Af' TEL1:;'2C:OJ poLE-, I I ' I IT0\ 'e::::i qu~ ,L:,! tvle: tUJJM ', / -- I lYFIC.b,J_ A"T e:o1H I~ ft)L!Ss .... " ·-- ' I ' -" 0c;f.\,LE= r-Jo1-.le - -- TeL1::'e.Cop1 i-J~ ereeL fbl.E: , =0'. i-l lEjH ' ' ~ ' I ' ,-;: ' . '-~ :-)fl 0 ® LI 9Hl5 Coi-Jrr--oU..."':l? f:,'( "Tlf.-1~ cl0..:i-'-' FCU-rt= c11\cu I Tc'> "1 le'.' v1A ~o'-IT.0-.-.:ToP---- oeE ' f"l--ieL S:.::H5'cJLe' // ------------// 1,L~=-====I _______ ~ J 5t 5e --- 5e.. -'===-====-=---'r ! i -------·--·-----·- rr:::J r:=:J r==::J_ --' -i ---- I 1 • i _I_ - - i I I h'-'-_c_c __ l - I Ir--i;- ,l 11 I t___ _ _J"'-__ I 1----u----7 , I ' ' r· ; __ __!I ___ ; I i :f---1~-·-1 i 'i : I I 1 I\ ) 1· '' ,'.,_ __ I, '' ----I / lb la.. !---:~--;1 __ /--~-,_/LE:i-1 , __ ! :J ', ~ 1-:. =-~ ;_.=-~ '1 ,,.-.1 __ ---~ -~--=---___ --__ ~-~_--=-:'-= i 't , __ ---_, ___ I ------· ---1 : I! :~~-f'A-li,lo@ C::OFfE-~ ~f; :v ISc CO'°" ' ---' I ___ I . ~ , i I l'2. jvJ~iJ 36 / , _:___"? c. --------, -- - __ ;--l"---+~o7c-,-\ "TYP ('2.) _ _ Lo oE:> 'C _ _ ' [@I] OFF-ICE' 110::il I Ice.. • ½TYF. --' I l ef Ile ~@_□.I-le-I ----- L ' I I . I i i -------·--- ! ' ______ ! I 1·· ,---------------! . : i I I I i I -·-0., ' . ~ld,,JH-iil-- I I 1--- L 12 J I ---1 : I I __ II --~ [' --,--------------------------------------------------,-------1 IRIECREAT!ON BLDG.~ LIGHTING PLAN i I . • I :SCALE .1 /4"-1 '-0"t ' ----·------------1 lb APPROVED IY;,'I~ ~lf(ffi(::@~ {/ ~ ~ ~ (.)~ f;lll@II @:g@irli.\ ~' ~Vi.I ~ el,;2.)(/4 _ iPUBLIC-:WORKS DIRECTOR R.E. NO -12806· • (1J@1 I~ ((flU~~ Q --~ ~ ' DAT<---<---~~l.~)·~~~---' BUILDING LIGHTING PLAN id) Frederick Brown Associates APP'D. DESIGNED DRAWN ;r ' Cpnsulting Engineers - ' DATE BY DESCRIPTION CC::, y'C rS 3420 Irvine Avenue/Nev.po<! 0cach. CA 92660 I---L__j ___________ ..L.._+=CH::::EC:';-;KE==D,----t-=-:DA:=:TE::-'---''----1 u_ _ ,111,1_as,.,s9s REVISIONS µs .3t16t871 CITY OF ~JE\"JPORT BEACH ' rE 3 1 PUBLIC WORKS DEPARTMENT SHEET 3 OF .6 -" J I / I - C:f2-0S0,b-.P--c1 ( fOl'--~ f-l8L-D L-1e,,) f?-OJIDIS t-1J6. i:>eTJ.-1 L-0)--1 .rf'Oi..e r=~-=;----"1-- i I \ I • I I " :I 11 ' 0GJ;..LIS t--lor--lE:o -.W...----'-1 55. I . t>J::0/~ F11--l1ol-leo ~12Aoe --1- • j 0c./--L--8 t--Jo 113;. ·-i f2.l=LAY cJ,,~ N E"TS 13 ,_____ f?-Ni:L 1' FA! f'""-t--1 ~L '1 LE::i --- -----\.--1 ----- - ------ - I / ---r I .c.+--fbf2-. coc-Ji-Joc1 1or-J 10 lf?-.P...IEiA TI 0t--l C'otJjf'-oLU:o:f-., -'--IL:=.Jc:...J -J -----1)-f-fB~ ,···- i u-J Ef-OUNO / pdLL sla.-1 10N ~ GIS:::.T1or--l "M'2:i::i 1 @) 'L f'>IDVIDE eu,c~ l.ANICOID NAMEPLATe v,JJTH WHITE EN<c;~VE'~ l..ecTI"SP..-S A TTAC H i=O Te> . i=J'.C H Gil"OLINt::> WITH l.t:::>. A'S TO 51-ZC /./,Jo GY-S"fGf..,-\ {I.Ee-.: 1c.w. f'lf'E." )--- 1stc:.--""'/+!c. To • Tf?,6j-l<SfoF-H's=P, "I" t*l/o-111C. TO S"fFZ.U cTIJFZAL -s TE=-L Iv\ Ee>--! ic>I= [2-I 1--l £:;>UIL..t:>ING\ ----+-+:; ,, m-+-~411 ><-Vi y. 1"2-' L. =l'f'!E'.l'-Gif2.C>lJNO l:,(Je, ·e,o..it. Mol.Jt-Jf a-l . fl'.:>,<.C!:r.l..AJ N IN,;,LILP..Tof!G -1-' CUf j'"!lDl--1 WALL G, 1 D N CE 1--fflS Ji!. J"lb-tlo. in VA1t--J coL,::, W-TEI'-fl FE. I+ a.-cf+'' C. "fo J¥Lt;,.i"HOl:,I E. .~Ir' e-aA..J2.o 11Te-f' !GROUND BUS "GB" P1>:--10. (17)§___ ' _...,,.., l ( I~--= ( --------. l I I [O(ol i __) ---/~-{.J ' I' _ ___,U ·---t--- ' 1·------, '"'-, I I ' . '---~-----ttt------~~---t-1 ~ I I PLAN IIOTES: . 0 CONNECT TD PAY TELEPHONE LIGHT AS REQUIRED. 0 0 0 © 0 (j) @ Ci) @ @ @ @ MOUNT OUTLET +6'' ABOVE SPLASH. FOR CONNECTION TO.REFRIGERATOR. MOUNT OUTLET BELOW SINK FOR CONNECTION TO GARBAGE DISPOSER. CONNECT TO 120V. GARBAGE DISPOSER. FOR CONNECTION TO FUTURE OISWASHER. FOR CONNECTION TO FUTURE KITCHEN EQUIPMENT. PRIOR TO INSTALLATIO~ OF ''LCC'', VERIFY WITH ARCHITECT ANO CITY OF EXACT LOCATION OF ENCLOSURE. 24'' WIDE X 18'' DEEP X 90" IIIGH, MAX. 30" WIDE X 18'' DEEP X 90" HIGH MAX. 24" WIDE X 18'' DEEP MAX. 3' X 5' X 3/4" PLYWOOD. 24" WIDE X 9" DEEP X HEIGHT REQUIRED, SHEET METAL ENCLOSURE, WITH PIANO HINGED DOOR AND LOCK TO MATCII PANELBOARO LOCKS. @ (2)-l"C-WITH NUMBER OF #12 CONDUCTORS REQUIRED·FOR CONTROL OF RELAYS AS SHOWN ON LIGHTING CONTROL DIAGRAM SEE DETAIL ''A'' SHEET "E-6''. CONNECT TO 120¥-2.SKW WATER HEATER AS REQUIRED. CONNECT TO FORCED AIR UNIT, l/3HP-l20V AS REQUIRE·D. CONNECT TO l/l5HP, 120¥.EXHAUST FAN AS REQUIRED. PROVIDt LABEL AT SWITCH "EXHAUST FAN". AOJACENT,TO LIGHT SWITCH • MOUNT SWITCH ' ' I 1- 4 l=lf----::>/.ij ii . c.o' T Offl<=;.E / 103[ 4 __ j '2. i f I I ,_ ----, [ RECREATION BLDG. -POWER P1lAi'f) ,, SCALE 1 /4'~:_J '-O"j • -~ • . ) () -K, /;;I .. >J>\~'1 0 --~ ~i '. = '£ Frederick Brown Associates ~ Consulting Engineers· ;_{) 3420 Irvine Avcnuc/Nev,porl Bcadl, CA 92660 DATE BY lL £714) es2 •9995 DESCRIPTION REVISIONS 4 '.:,j-4 11 C .o, To i-: • .:' ~ i f';.S-N ~ L I I F~' I ;}t ,I/'-'- .J ·. ~ @/.i.'@IYYi,.'@ f:.\\',;@li~l; f;l\J@IJ ~f:.\ 00:=§'.\, ~M¥.::I ~ II IY@o ll©1l@ (if/ 1)41!) ~~ APPROVED a.t2K_ "'1PUBLIC WORKS DIRECTOR APP'D. DESIGNED C0 CHEC~ e, •• • • 12806 DATE I .3/16/87'• BUILDING PO\NER .PLAN CITY OF ~JE\"JPORT 3EACH ffE4] PUBLIC WORKS DEPARTMENT ' ' SHEET 4-OF 6, I ~ ,! I' I n .. /l. l\n r-,-l i1 oA" ,~.-, U\l l; I r-. TYPE :SlJt<~=ACE: I i ' ------,-,,-,-,-,,.-,--,--,--:-,- VOLT.'.GE Vlo/1oi,,!· ::4'14W MAIN C.Ei. l'oO~ -0p LOCATION E.Lr'CT. H'l. BUS SIZE '2.!lhh_ II--.----==-=::..::..:.=.:-:~=====---.--=.=.:,.-- ClflC. 0 UTL ET S fl 0. LTS. flEC. OTHEfl \/\JATTAGE I (1A ◊B ◊C CIRC.B:(R Amp Pole REMARl(S 1 "'2 ,e,Gu ·1..u h7"t o 2 '7 i 3 !,. 5 l/-::-1!)-t-c,,,-,l---t----t-''/..,..,):'Q-+---+-----1f.c':;:,1-J'""i--L-I.I-IJl(c,":.c:1:cl.l0c:'.',;;:l-'-.l:1-"JOc'1i.:..sJ~.c!.'J.c,fl1JJic:,;D,:,L:;aLl:.""'''-'[ll _,,_ 20 "L I·~•\::> '2.o I =-i1 L.: t ·' LT.J 21 1· 10 ;~o I v,1 .. ·:-:ic.f--:..Hr:_/\.7l::·1-.:. --29 "JS:', l i 30 1"=':.c, l 1;-3;;-4;=-t--j--j----t----t--'""'-'6·'"--?+.-c:---++++-+---'~'-------11 35 ·-~ I H3;;5,-+--+--+----ll---t---+-!,~,.,'"',--++-+-l-l---:-i,!./-------l ~}--+--+-----+---+----1---+-l--+-+-l-"'4""''"'{.'c:f-..C:..<=-------!.l 40 l >--',.,...+--+--+-----+----+----l-----¼-+-l--+--1---1--------../1• 1 41 I , ,1 , , TOTALS L.C.L.:::?.0727 W L.C. L. :c 125% = $':113 W OTHER LOAD : 41:?] W , ._~.,,..,......,...,..,.,,...=,,,.,,.,:,:-,.,..,..,.====-,-,.;T,..o::.....T:..,.A:....:..,:L::.....=..:.1.!::uc.::,.;:,,:::,::W.:,:;-=-w::....:....=-=--Z=-==::z===:..:A..:.....J1 i.c •, .-, •••, ,....,.._ •-•, • ..., •• , ••e,• .,oa• •-• --••'=-~•--•---••••--••,. '-'., • •••••...._ ... ,.,. • v•. ~--~~-~ • ~ _ ... •-• -•, . .-,-. ., ~• """ •-•~---•.;- -:K-c;112,?UIT Ill::-oi,JL..:y, RELAY ''R-2" -SEE DETAIL ''A'' SHEET E-6 FOR LIGHTING CONTROL DlAGRAM. RELAY ''R-10'' -SEE DETAIL ''A'' SHEET E-6 FOR LIGHTING CONTROL DIAGRAM. RELAY ''R-11'' -SEE DETAIL ''A'' SHEET E-6 FOR LIGHTING CONTROL DIAGRAM. DOCUMENTATION FORM FORM 5 BUILDING LIGHTING COMPLIANCE p RO J E CT TITLE ___ B~O~N~l~T~A-C~R~E~E~K~P_A~R~K __ _ LOCATIDN _____ N_E_W_P_O_R_T_B_E_A_C_H_,_C_A __ _ DOCUMENTED BY CG· -------- DATE __ 4/_2_2_/_8_6 __ PROJECT DESIGNER FREDERICK BRO~/N ASSOCIATES CHECKED BY __ --,_M_S ___ _ FBA NO.: ROOM ROOM NO. SQ.FT. RCR 101 205 5+ TASK AREA LOBBY *042 NOTE APPL. SQ. FT. /DCC. t----,··. ··-t-·--j---·-· ------------· --+--+- 102 960 0-5 CONF. RM *20, NO. /OCC. DATE __ 4/_2_3_/_8_6 __ SQ.FT. TOTAL WATTS/ ALLOT. /TASK SQ.FT. SQ.FT. WATTS 205 2.5 512 DESIGN WATTS 308 ..... --t---t----+--+-----H---,-, 960 2.n 1920 1463 1----t--·-. "'" ---+---------------2-11-----+··---l-----+---+----l---+------ll-·--·- l O 3 I 418 5+ GEN. OFFICE 1 100 4. 18 50 209 3.8 794 ----i--1---1--------------J---e---t----l---+---+---+-----I+----, NON-TASK -• --209 1. 26 263 104 192 5+ 105 234 5+ 106 144 5+ 107 198 5+ STORAGE (331) 192 1.4 268 231 -·--t----1-----····---"----+----t----t---1-----11-----1 KITCHEN ( 116 TOILET (354 TOILET (354 ·234 3.4 144 1. 6 198 1.6 795 230 316 462 231 231 -· ·i----f--+------+--+--+--t----t---t----t----tt-----i . . FIXTURE SCHEDULE llr. =r=A.=,_=L'=~=E=:~=l==:;;:11L=o;,";;::::::··=========T=Y=:=~:..;··;.::~:::-::::J:·=,.~=!=~=-~E=~-:..;·=-==;;,-I --TYPl'. -,----.....,...--D-ES_C_R_I_PT-·10-N-'---'----'---'T'~-T1_T1S_Al-,-N_O_. -,L""Ac:-M"'P""s1Y_P_E--,r--M-O_U_~_I_N_G-t_ tlcmc. OUTLETS ·1nATTAGE lcr::ic.c:m.l REMARl,S 1j/ !I tlO. LTS. flEC. OTHER <) A ◊ 8 <) C IAmplPola i ~ ..... -<>-----+·1 1 --r:---1--f-----:-,l..,.G"",;""ucc-1---i---: , lo -rr~-,1-"',:.~.-._-t;:::~--,,..,A.,.,-::,-----.,, u' ·~----+'. 23 L ,6·00 ·Lo 'L I FbLE: 1,"' 4 11,1 -r-!&'{;(_) T 4 ·· 6·0·--0-+---,-_-+-_-.-.. I Ii --f 5 ::, ·v:i't/:.> • ,o ·-'-~Foll!": b' 6 ii 30 31 l-=3""=2-l-_-t--+----t---l----t---+--t-,-,1----,--,1-------111 !, ~~ @ · RELAY "R-1" -SEE DETAIL "A" SHEET #E-6 FOR LIGHTING CONTROL DIAGRAM. RELAY "R-4" -SEE DETAIL "A" SHEET #E-6 FOR LIGHTING CONTROL DIAGRAM. RELAY "R-5" • SEE DETAI.L "A" .SHEET #E-6 FOR LIGHTING CONTROL DIAGRAM. i/Q..11 12.IGtO qALV. cof-Jdll I 1' / i I _V_O_L.:-:rA-~-G-E"'"'1.""7=-7.,./4,-oo:-· -,./---:C-:j,..,.· -,,1"",..,.'-l-MAIN C.EJ. i'l,L.O.· LOCATION E:LECT, P-11. BUS SIZE '2.1-S,t,.. CIRC. OUTLETS WATTAGE 1c1:1c.e:<R. REM AFl l(S NO.· LTS. REC. OTHEn I ◊ A ◊ B ◊ C 1/\mp Pole ~ 10 77..0, 1 -ricr-i-1~1~~,f~~~1r-... 1 A":5,;-;'.z::-rz:.,. ,•c:0c.. 2 '-"' lj--10 'LV '-l,CDLOl•Jt•-.j../.c.:(_1-LL,) 11=-~3,..-,l-'"'ii'-+-+----+-"-....i.::'-t-a.,"f: .• r::.crl---t-,,,. J.U-r-+,,-, i l'--1 1 ci-u,,.,-i / I 01u;;',I ·;:, ~ll-~4 -J-=-+---t---+--h.,;..,J_-.,10;,;-t--+~t-==-:s-c!-c'=====c...c.L..:..=.,;.c=..;..::;.--t I 5 I ::)u·J 'L.V I 01-•·r~IC:) r:-11---.--l--lt--;c5c--h~c:r+-+-----+---+-----1-'-'i:::::-:,.(~)'"'1:;i""~''"'L,-,IU-r:~rl,a=·-,;;,'-,'u"'· ·~"'u"',r,:TJ,,•"',='-'1t:::=-----11 ~JJ---07;-f--;;t-,+-+----+,(c:,:c-vc:co;--l---f-"--'"=-,-,, . .i"'os+-7,'-rl:±:-i-,cP"t""',17>--·"1,="'='ri,,_'-:c-'""··"·17l.-;f-r_,.,L--,)'1I -,-_-_+111t~~t-=-t-=-~-=-t-=--=-~t-=--=--=--=--=--=--=-1.-=.i,"-:,;;;':.ci..'J·:..,,..?~~t~-=,~~-=-t-=--=--=--=--=--i1,,~~;+~~~f'"~~~~~~~~~:::~:~~~~~1 ,--,, .. u uo::; , ,_ 10 ~1 1(',S() I 'LO 'l ,~ , 36 I ' 37 ?1, 1) ':t·?h r; .-f) -A?t F I a' I c~orrr:s) w = $0:" ~:~ !_ w : _;,_ w = ~~~ w = dt',_ A •••• @·· RELAY "R~l .;-~ SEE. DETAi·;_-,:A,; SH0 i:"ET 0 .#E-6 ~OR C1~~~IN~ -•• , CONTROL DIAGRAM. L.C. L. :c 125% OTHER LOAD TOTAL @ @ (@ RELAY "R-3" -SEE DETAIL "A" SHEET #E-6 FOR LIGHTING CONTROL DIAGRAM. RELAY ''R-6'' -SEE DETAIL ''A'' SHEET #E-6 FOR LIGHTING CONTROL DIAGRAM. RELAY ''R-7'' -SEE DETAIL ''A'' SHEET #E-6 FOR LIGHTING CONTROL DIAGRAM. RELAY ''R-8'' -SEE DETAIL ''A'' SHEET #E-6 FOR LIGHTING CONTROL DIAGRAM. RELAY "R-9" -SEE DETAIL "A" SHEET #E-6 FOR LIGHTING CONTROL DIAGRAM. ' ' : " I w I Tl-l ColJ pl..\ NG\ _____ _, A2Qv'ii::;>2-. 12. "O--t=Ef' ~a'' w. x. ~-cof-JDUIT, TYPIG/4 102.11 L. cowc12,!::::f!S ~-----~ r2-ll-4 ~L !2-tsbf>-12.- Co 11 AfA"'-T .-· -------------~ .. I 2 3 2' X 41 RECESSED FLUORESCENT TROFFER WITH PRISMATIC ACRYLIC LENS.ANO bROP LATCH DOOR. • PRUOENTIAL.#P8624·48RS-PRA OR EQUAL, 1• X 8' SURFACE MOUNTEb WRAP FIXTURE WITH PRISMATIC ACRYLIC LENS (TRANOEM I' X•4') PRUDENTIAL #P-1452-95-Rs:· -PRA OR EQUAL. SAME AS #2 EXCEPT I' X 4' PRUDENTIAL #P·l452-4BRS-PRA OR EQUAL 154 4 35 F/40Tl2 . 154 4 35 F/40Tl2 77 2 4 FLUORESCENT-WRAPAROUND FIXTURE WITH PRISMATIC LENS W.P. 77 2 PRUDENTIAL #P-1602-4B·RS-PRA 35 F/40Tl2 35 F/40Tl2 5 FLUORESCENT PARABOLIC LOUVER PENDANT MOUNTED FIXTURE. COLOR AND FINISH AS SELECTED BY Al<CHJTECT. PROVIDE. WITH POLISHED CHROME HEAVY DUTY BALL/SWIVEL ASSEMBLY SELECTED FOR ARCHITECT REVIEW, PRUDENTIAL #P10-□l·N2·2-12•SPL 5· SIMILAR IN APPEARANCE AND SAME MANUFACTURER AS FIXTURE #"S" ABOVE EXCEPT B' b □NG. PROVIDE ALL REQUIRED "JOINER BLOCKS" AT 90 JOINTS, PRUDENTIAL #PIO-OI-N2·2"08C5PL 7 RECESSED INCANDESCENT OOWNLJGHT WITH ILACK MILLJGROOVE BAFFLE ANO CLEAR ALZAK REFLECTOR CAPRI AEOIIX,T04I ' B. INCANOESCENT SURFACE MOUNTED DRUM CAPRI #SO-IOIC , 9 • ~i~H s;~n~u~iE~~o:g~/n~rn~ ~~b ~~~J~t 1 :~ ~~~~g~D Q~y. ARCHITECT) HOLOPHANE #SMST-250HP-PM-F2 POLE #CSZSQ20 J/IA . 231 6 35 154 4 35 100 I 100 ' !20 2 60 300 1· 250 10 VANDALPROOF WALKWAY LUMINAIRE MOUNTED ON CUSTOM CONC. 130 I 100 POLE WITH 4" a.a. TENON 12" HIGH; (REFER TO LANOSCAPE · 11 , 12 • • I 3 !14 17 DRAWINGS FOR MOUNTED DETAIL). HAOCO YD12. 4171-LUlOO* ' STEPLIGHT MOUNTEO IN CON □. BLOCK MCPHILBEN #93-235E WITH LOUVER LOUVER TO BE SELECTED BY LANOSCAPE ARCHITECT,· PRECAST COhCRETE BOLLARD WITH STEPLJGHT CAST INTO BOLLARQ MER~URY VAPOR. MC?HILBEN 193C-740E OR APPROVED EQUAL. COLOR AS SELECTED BY LANDSCAPE ARCHITECT SPORTSLIGHTING LUMINAIRE UTILIZING 1500W METAL HALIDE LAMPS WITH HEAVY DUTY REFLECTOR, GASKETEO LENS ASSEMBLY CHARCOAL FILTERING, TRUNNION OR SWIVEL ARM MOUNTED WITH GRADUATED AIMING QUADRANTS AS MANUFACTURED BY ~l~Ll~µr..,~-.!Tf.'A c:;c.:rr-,T p'.'...:'...:DL,l"(\1--IT.;1 MIJ:~~i'?i C""!°G1 op~:: Afr=~ eow,1-. • . SAf1s.AS FIXTURE #9 AB_OVE EXCEPT 2 PER POLE MOUNTED 1811" FROM EACH. HOLOPHANE SMST-250HP-F2 POLE #CSZSQ20J/2A FLUORESCENT SIGN LIGHTER ONE PIECE EXTRUDED ALUMINUM COLOR ANO FINISH AS SELECTED BY LANDSCAPE ARCHITECT. GASKETEO ACRYLIC LENS, CAST BRONZE SWIVEL KIM #3075N QUARTZ FLOOOL!GHT DIE CAST ALUMINUM, W.'P. ENCLOSURE. WIRE LIGHT OF SERIES, 1500 WATT, OR EQUAL BY G.E, EXIT SIGN PROVIDE MOUNTING CONFIGURATION AS REQUIRE □. DUAL LITE SERIES #1100, 90 I 75 60 I 50 1680 I 1500 600 2 250 50 I 35 1550 1 1500 30 2 15 F/40Tl2 F/40Tl2 A19 Al9 • HPS. HPS M.V. M.V. M,H, H.P .S. F40Tl2 QUARTZ· 15T6- 145V RECESSED IN GYP SURFACE PENDANT SURFACE , ,: STEM MOUNTED STEM MOUNTED RECESSED SURFACE POLE • ' ' ; POLE INSTALHOI ~6r1~~f gi~i c.AL • 1 • PROVIDED BY _ OTHERS FLUSH ' I i FLUSH I "." POLE POLE LANDSCAPE · PULE AS REQUIRED , l • ' ) ,-_.....;. ____________________ -'---'--"'--"'-----'------···-+' :, 'f . ; ' ,t ,' ,,· '• ~ ~ {.\\'JOOIU@ (i)\)@ij Qi@,, ~ @@WI.:.\~. ~Vi.\ ~ (lf/1'/4l)) ~~ TOT AL 5 0 9 8 • ;2;f:'..,'c7 ,---,.---,----------------r--r.;;:;;;;::;;;-;;---'-------,--,--::~-=-:=::-c--:::-:..=-:=-=c::--:-:--=-::-::=-::-::-c-7 l----l----'l---l--------l---l-----!--~f----t1r.M:C71T.C,tcicucri,A;,I 1mucki,,-rern•rnIT,";iTT.\J-dl{1 ""l'fb"","cl oc-l ' _r,o 1 APPa_ROVED ~ I [8 0 NIT A CR [EE~< p; ARK.: FREDERICK BROHN ASSOCIATES ELECTRICAL DESIGN OF ENERGY , '/... f,.,; 1--+--+-------------+--t /J 1, CONSERVATION STANMRDS, nnt· 24,: I' -,~1/?02-vi\ . w. L • ••• • · • • HAVE BEEN REVIEI.JED AND THE DESIGN, PUBLIC WORKS DIRECTOR: susr-11nrn coNFORNs, To THE sEsT : a ·,.· .. ,_·~~,::: ... ,---'1----f------------t---"1DAT--• ,.,~:;·~~-~806 PANEL & FIXTURE sC.HEDUL.E·s·. OF OUR KNO',,/LEDGE, SUBSTANTIALLY i ci' · ~ ,. , -<-✓-,-, ,✓ \/ITH THESE REGULATIONS. . ', ••• • •• ~\ ;L--L--1---------------+---l;;;:;;;;:~~;.;;;:==~l---------------,-,;;;;·;;;;--,---1 i'-----------------------------------------,------------""t""--Jt~ Frederick Brown Associates DATE BY DESCRIPTION APP'D. DESIGNED DRAWNF-~1 r !ES: :'~"}(TURE TYPE II 15'~-MQUI\.ITnl\.D~ DETAnll 04.ll.LB /A 1-Consulting Engineers· 1-_J____1. _______ __..J'----f=cH;:;;;~K~;;---t;;;;:;:;;-':'"c:'-:'-;-I CITV OF ~JE\':fPORT BEACH •·· ' tr U l'J UH'J\\;'J _ . ' .. U , 1 • No• 1,::. • cU 34201,v<ncAvcnuc1Nev,po,1 □cad1.CA92660 REVISIONS DATE '~1;6107) PUBLIC WORKS DEPARTMENT SHEET 5 OF ;6 • ,·, ,. N~ lL (714) 052·9~)()5 CE., ' " ! I) "' ' ,. u l:i I J CJ I r I 'JI ----- FA-::,::,,----,FP o-------------------1 R:-1 !--------------<: ~ c:>-------------i"TC-11-------------0 1 ''® 0----------1,1---,---1~ft1------------o ,-~ f-1 :1---r----i /2-.Q..1------------0 , : _ ; f'.Fb 1c-I b tJ i<=il-11 LIEji-ll's ('2.oo/12ov.') L~~ -· ,-~f-11 : , /2-.Pc. TC-le I --L~~ -~---1 /2-.011---------------Q SISciJ~1T~r LIEJHTS ( '9E'.t1"~77V: , r--, rs. f.A.-3::, I-~ -11 I ' "Tc-Id L -..'.'J ------<~ ~L Fl6l0 11~ LIEji-lTo r-i . . 1·~+11 I -I 1C-le ' L_ ::J --~---1f<-_5,1--------------' E:ib-LL fiELO 11 A'' Li9HTS I-~,: [¼ flel.t:) 11 E::/1 Llt=i HTf;;:, • I "TC-If bALL L . I -~ ' ---L- ,r--, " ! : -~d-i,J f2-7 r-i DA.LL flELO 11 0' Ll9!-IT& L_~ I fc~Y -- ( N=:~Y ---1 111<-1 '' -N IG,HT Li9HT6 (460/0..llV:J I 11 i"-1t:i'1 -bl-.LL FIE=l.tJ II f::i I 5fbr-Tt> LkcjHT.s I I I ~· ~ ~ LE::,-lo Lb-14 LD·Q::, . ~ Lb-12. ~ Lb-10 ~ Lo-'27 ~ f«ai-; I LE:,-0 .J I ~ LE,-11::, ~ Lo-17 I ~ Lb-6 ~ ~ L6-12o LE:,-19 . ~ LD-Q'2. ~ L6-21n I I SfAf-E I ~ LE:>-!24 ~ I I f(_G,,_ ~A~e_j . Lh-2o f¼,f (<.01 . I I .. Sf'Af'-E' '---F-1~ I -----__________________ _,, ~---------------- ( f:-ELA::r:: 11 f!--Q 11 -N l§H"T Li§Hlt:, ( '206/1'20,/) I I ~ LE:,-lo ~ Lb-'2."-l ~ Ll::,-15 ~ L b -.::, I I ~ Lo-'2!2. ~ Lb-'21 ~F-lc. f<-1 J Li::, -'24 ~ U:,-Q.2, ~ LE::>~3o I I . 5f'A~ I ~71'-• ' L_ ~ Le:,-3'2.. I I ' • Sf'Af'--E' f;."71 ------ I FELA-( ''(2-6''-SOCC5P-.. flELl? UEJt-lTS ' Lb-7 LE:>-:1 Lb-'2 LE:,-4 ' -------------________ , LA-I LA-:'i LA-o LA-7 LA-lo LA-15 -------- E::,bJ._L LA-2. LA-4 LA-'7 LA-I I LA-11 LA-19 ------- LA-'21 LA· '2:;, .LA-0 --------- I j DIAGRAM: . I . , ' - - --' :SCALE NONE i , l L_ I l_ ~ Lb-:,1 ~ Lo-3"1 ~ Lo-x, Cj [)9:> L6-40 - ~ fA-'2.S ~ PA-'21 ~ f'A-'29 ~ p;:,... 31 - ~ @l:.'@lblbf:),@ /,;\\",(:~ t;lll@il @€@TT/;;\ Hi@@/: . .\ @i';.~l?@filMl'.::I ~ I I f'..9e I I F,9f 5f'Af..E 2:f,bf-,;,; ffi*E, I I I i'-15 I I f.'.-9 h -___ 5f_~:~ I I f'-1 le. Sft-,.f-E I lf?-llf 51..bf-G llf?-115 'ofAf2-G ':,f'c,...r:, E I I I f-II h ) -- DIAGRAM GENERAL NOTES l. ALL CONTROL DEVICES SHALL BE MOUNTED IN LIGHTING CONTROL PANELS ''LCP''. 2. ALL RELAYS WILL BE PROVIDED WITH MINIMUM (l) SPARE CONTACT AT COMPLETION OF PROJECT, EXCEPT AT BALL- FIELDS WHERE (2) SPARE CONTACTS WILL BE PROVIDED. 3_ LOCATE (HOA) SWITCHES IN SEPARATE LOCATABLE CABINET WITH PIANO HINGED DOOR IN ROOM 103 SEE SHEET #E-4. PROVIDE WIREWAYS IN CABINET TO ISOLATE WIRING FROM (HOA) SWITCHES. SUBMIT SHOP DRAWING OF CABINET LAYOUT SHOWING ALL SWITCHES, WIRING, WIREWAYS, MOUNTING DEVICES, LOCKS, DOOR, SITE, ETC., TO ENGINEER FOR APPROVAL. DIAGRAM NOTES CD 0 0 G) ® LIGHTING CONTROL RELAYS NORMALLY OPEN CONTACTS. "R2" INDICATES INDIVIDUAL RELAY I .D. Rl, R2, R3 ETC. INDICATES SEPARATE RELAYS, Rla, R2b, R3a, ETC. INDICATES INDIVIDUAL ISOLATED CONTACTS. CONTROLLED BY SAME RELAY. PROVIDE MULTIPLE RELAYS WHERE A SINGLE RELAY DOES NOT HAVE SUFFICIENT CONTACTS. TYPICAL. HAND-OFF-AUTO (HOA) SELECTOR SWITCH, NUMBER OF GANGS AS REQUIRED FOR PROPER OPERATION. PROGRAMMABLE TIME CONTROLLER. PHOTOELECTRIC SWITCH PARAGON #CW20l. PROGRAMMABLE TIME CONTROLLER CONTACT. ''TC-1'' INDICATES INDIVIDUAL ISOLATE SWITCH CONTACT CONTROLLED BY PROGRAMMABLE TIME CONTROLLER, CONTACT "TC-1''. PHOTOELECTRIC SWITCH CONTACT. ''P/C-1'' INDICATES INDIVIDUAL ISOLATED CONTACT SWITCH CONTROLLED BY PHOTOCELL. CONNECT TO ''TC'' AS REQUIRED. l--+--+------------1-----i . PUBLIC WORKS DIRECTOR • ·-• R.E. NO 12806 OATr "J-1.) -(1'). DATE BY DESCRIPTION APP'D, DESIGNE~$ DRAWN l::l "Z.. REVISIONS DATE '. 3/16/87 / -0 . 5\ f Frederick Brown Associates 1 Consulting Engineers • J'i 3420 Irvine Avenue/Ncv.po,-1 Beach, CA 92660 \L -(714} 852 •9995 . BONITA CREEK PARK· ' LIGHTING c·oNTR.dl DIAGRAM CITY Of ~JE\:'JPORT BEACH I IE G! PUBLIC WORKS DEPARTMENT SHEET 6 OF 6 " \ \) \ \1 \ ' \ \ ',,I, ' \\ ' " \\ . ·\ ' \\ \ I'. ( --·. \ \i 1 L ._j \ \ I --~ I ' ,.,,.) ' ' I \\ I I n I I l:::~ • 1 .. -_,. ·;-:I \ . ' 11 t~\ ~)~} I ___ , I ' .. ' 1 I r:•' \1 I! ,I ' I ' I l1 1 ' ' I I '· \ I ' \ ', ' I I I \ I /. 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V ·----------+------+------------------------------------•-- H hi H01 v,J/-Gi:i:'.tz:. " :! -----····-·-------- HO:=>ic-BIBB ' ' H IS [----------~-----+------------------------------- 1?l'.<'.t:> P' Pie: t?t='Wf.! J.. 'I ----------- .l " T : --------------,------··-----·---------------------------------·-------·-·--------·---------·--1 ----------------------------1----------------------------------- ; ------------------1----------------------------------------------·---'· ----.. ·----1-------·---------·-------------------------. ?-tE'."il.-lN6r ---·---t-------------------------------·-·-·-----· , ____________ ------------. ---1·- I. r,:., ' ,::'...DNNr;'.:t-1 DR .?ONNG:?---rl17N t,C:•fJ-(1 UA-n C7 I\I ~c,;;i,JfJ ! :~ ;1, F.:j; ir1f.:* ,:~1"::1• I:'.::·-~ 1t ·,,q,~!. I _.'J,!,,, -. ."•''•'Ii'•"· •• ,<O' ',j: · _,, ,I ,sJ:/~u-· ,,_,,, •,, I ---- -----------------~--------- ' ' ) i I I I 1 " : I I .. ' ' : .. 1 ("l I ' 'I '' • I I I _J 7 -111 u 11 l - f i • "_j ! ~ I ' ' ! - L ,-· LJ! ' .. _____ __j_ __ I ! / --..c·c::c,:-...... . p ~r I I I -!) \ L_ r,y DESC!11PTION ,, E" I '31 Oit3 • !1 D; lt· 'h):::~1GtE.D AP?'D, ~ :1 C! E:S!~ED DnAWN .. " r u ' ;-,j ~i ! ~I '; !' ' " ' ' ' ' ' ,-, I I I j] ,J .. , . PART 1.00 -GENERAL 1.01 DESCRIPTION A. HORK INCLUDED: FURNISH ALL LABOR, M/\TERI/\LS, EQUIPMENT, APPLIANCES AND NECESSARY ltiCIDE.NTALS FOR TIIE COMPLETE INSTALLATION OF ALL PLUMBING AS SHOWN ON THE DRAWINGS /\NO AS SPECIFIED HEREIN. B. RELATED WORK INCLUDED IN THIS SECTION: I. SANITARY SOIL, WASTE AND VENT SYSTEM. 2. GAS SYSTEM. 3. CONNECTIONS TO SANITARY SEflER, STORM DRAINS AND WATER TO POINTS INDICATED. 4. EXCAVATION ANO BACKFILL. 5. PLUMBING FIXTURES AND TRIM. 6. VALVES, AND OTHER MISCELLANEOUS ITEMS OF EQUIPMENT REQUIRED FOR A COMPLETE INSTALLATION. 7. CUTTING AND PATCHING OF CONCRETE FLOOR, WALLS AND ROOF. C. RELATED WORK IN OTHER SECTIONS: ELECTRICAL WORK; CONDUIT, \-!IRING AND DISCONNECTS. CUTTING AND PATCHING OF CONCRETE FLOOR flALLS AND ROOF. ' 1.02 QUALITY ASSURANCE A. CODES AND STANDARDS: ALL ITEMS INDICAT[iJ ON ARCHIT'CTURAL OR PLUMB ING DRA\H NGS ARE PROVIDED COMPLETE FROM POI NT OF CONNECTION OF FINISHED FIXTURE, IN CONFORMANCE f/lTH ALL GOVERti!NG AUTHORITY REQUIREMENTS, AND INCLUDING UN I FORM BU I LO ING CODE, 1982 ED IT ION, UNIFORM PLUMBING CODE, 1982 EDITION, STATE HEALTII DEDARTMENT, CAL- OSHA, TITLE 24 OF CALIFORNIA, AND CITY OF NEWPORT BEACH REQUIREMENTS. 1.03 GUARANTEES A. FURNISH A \·IRITTEN GUARANTEE, AGAINST DEFECTS IN MATERIALS AND WORKMANSIIIP FOR ONE YEAR. GUARANTEE SI/ALL INCLUDE REPAIR OF DAMAGE TO, OR REPLACEMENT IF SO REQUIRED, OF ANY PART OF PREMISES CAUSED BY WATER, WASTE OR BREAKS IN PIPES, FIXTURES, OR EQUIPMENT PROVIDED UNDER Tl/IS SECTION. 1.04 SUBMITTALS A. MANUFACTURER'S LITERATURE: WITIIIN 21 DAYS AFTER Af/ARD OF CONTRACT, ANO DEFORE ArlY OF TIIE MATERIALS OF TIIIS SECTION ARE DELIVERED TO TIIE JOBSITE SUOMJT SEVEN (7) COMPLETE BROCHURES ON ALL MATERIALS AND EQUIPMENT. B. RECORD DRAWINGS: KEEP AN ACCURATE DIMENSIONED RECORD OF AS-BUILT LOCATIONS AND ELEVATIONS, AS PREFERRED TO APPROVED GASE DATUM OF BURIED CONCEALED LINES, CLEANOUTS, VALVES, PLUGGED TEES, CAPPED ENDS AND OF \WRK WHICH IS lNSTALLED DIFFERENTLY FROM TIIAT INDICATED. 1.05 MISCELLANEOUS A. EXAMINATION OF THE SITE: EXERCISE CARE IN EXAMINING THE EXISTING SITE AND COORDINATE ALL WORK INDICATED ON THE DRAWINGS WITH EXISTING CONDITIONS. REPORT TO ARCHITECT IN WRITING CONDITIONS WHICH HILL PREVENT PROPER PROVISIONS OF THIS \WRK. VERIFY DEPTII AND LOCATION OF EXISTING SERVICE LINES BEFORE EXCAVATING BY SUBMISSION OF THE BIO, THE CONTRACTOR I/ARRANTS THAT HE0 HAS FAMILIARlztD HIMSELF WITII THE EXISTING COMDITIONS AND WILL PERFORM ALL f/ORK AS REQUIRED FOR HOOK-UP AND AS REQUIRED BY THE CONTRACT DOCUMENTS AT NO ADDITIONAL COST TO THE OWNER. B. PERMITS AND FEES: ARRANGE AND PAY FOR ALL PERMITS, INSPECTIONS AND FEES REQUIRED BY ALL GOVERNING AGENCIES. DELIVER ALL CERTIFICATIONS TO TIIE OWNER TIIROUGII THE ARCHITECT. ANY ASSESSMENT FEE WILL BE PAID BY TIIE 011NER. C. DRA\11NGS: COORDINATE ALL SPACE REQUIREMENTS HIT/I OTHER TRADES. DRAWINGS INDICATE DESIRED LOCATION AND ARRANGEMENT OF PIPING, EQUIPMENT, AND OTIIER ITEMS AND ARE TO BE FOLLOf/ED AS CLOSE AS POSS !□LE. PART 2.00 -PRODUCTS 2.01 PIPE AND FITTINGS A. SOIL, \/ASTE AND VENT PIPING: SERVICE HEIGHT NO-HUB CAST IRON PIPE AND FITTINGS WITH STAINLESS STEEL COUPLINGS, CISPl-301. B. COLD WATER PIPJNG ABOVE GROUND: TYPE L HARD DRAWN COPPER PIPE AND WROUGIIT COPPER FITTINGS, PHOENIX CORPORATION COPPER BRAZE !O!AG ALLOY. 50-50 SOLDER MAY BE USED WHEN FIRST APPROVED BY THE GOVERNING AUTHORITY. C. COLD WATER PIPING BELOW GROIIND: TYPE K HARD DRAWN COPPER PIPE AND 1-IROUGIIT COPPER FITTJNGS, FHOENIX CORPORATION COPPER BRAZE !Olag ALLOY. D. GAS PIPING I. 2 INCHES AND SMALLER: SCHEDULE 40 BLACK STEEL PIPE WITH 300 POUNDS OWG BLACK BANDED MALLEABLE-IRON SCREWED FITTINGS. 2. 2 1/2 INCHES AND LARGER: SCHEDULE 40 BLACK STEEL PIPE, ASTM Al20, MITH STANDARD TUBETURN WELDED FITTINGS. 2.02 UNIONS AND GASKETS A. 2 INCHES AND SMALL FOR STEEL PIPE: SCREWED MALLEAOLE IRON GROUND JOINT, 300 CLASS 150 VIITH BRASS TO IRON SEAT, GALVANIZED OR BLACK TO SUIT SERVICE. B. C. D. 2-1/2 INCHES AND LARGER FOR STEEL PIPE: CAST IRON FLANGED GASKET TYPE, C0'.1FORMING TO ArlSI 816. ! GALVANIZED OR BLACK TO SUIT SERVICE, OR 150 POUND FORGED STEEL SLIP-ON FLANGES. UNIONS FOR COPPER TUBING: EQUIVALENT TO ANACONDA #1633 OR #1733. DIELECTRIC UNIONS: EQUIVALENT TO EPCO, COMPLETE \-IIT/1 ISOLATORS AND GASKETS OR SAME SIZE AS PIPE, GALVANIZED OR BLACK TO SUIT SERVI CE. ---"•-•-•= =---~,_..,,..."-•--~=~eo~~,-•.~YJ-•~•.-• .. .,•h-~r~, •"'~----~-..c,c-,n,s~-""""""""'--Y~,~ •~-.•.-.~~~-~~--• ~~=-~~~ ~-v_,.,,,,.,,...,,,,=.,. ---....._~..,.,,----~-.....,.,.,...-""'~•-~·-• • ,__,.__.........,.,,. -..,.,...,c= . .....-,..-J<e•••cc....., __ ______ , , ___ , ----------·,-~, __ , ___ , ___ , ____ ,,,,,,,-.----· -· -7 2.03 VALVES ,~. VALVES SHALL BE OF SAME MANUFACTURER, OF FOLLO\IING NUMBEl1S OR EQUIVALENT BY COMPARATOR CHART OF APPROVED MANUFACTURER. PROVIDE 1\DAPTERS FOR VALV~S IN COPPER TUBING \·/HERE NECESSARY. 1. GATE VALVES 2-1/2 INCIIES AND SMALLER -WATER: 200 POUND OWG, EQUIVALENT TO STOCKHAM 8-109, 2. CHECK VALVES ?. INCHES AND SMALLER -I/ATER: 200 POUND 0\/G, EQUIVALENT 10 STOCKHAM B-319. 3. ECCENTRIC VALVES -GAS: DEZURIK #425 WITII RS 49 PLUG SEALS, IRON BODY, FLANGED OR SCREHED, U.L. LISTED. 2.04 PRESSURE REGULATING VALVES A. 1-IATTS USB, BRONZE BODY AND TRIM/ WITH BUILT-IN STRAINER. 2.05 PIPE HANGERS A. HANGERS SHALL BE SUPPLIED WITH FACTORY INSTALLED ISOLATION AND DI- CHROMATE FINISH. I. 2 INCHES AIID SMALLER: EQUIVALEllT TO SUPER STRUT C-727-F. 2. 2-1/2 INCHES AND LARGER: EQUIVALENT TO SUPER STRUT C-710-F. 3. CONCRETE INSERTS: EQUIVALENT TO SUPER STRUT 452. 4. RISER CLAMPS FOR COPPER PIPING: EQUIV1ILENT TO SUPER STRUT CT-720-P, COPPER PLATED, PLASTIC COATED. 5. RISER CLAMPS FOR OTHER PIPING: EQUIVALENT TO SUPER STRUT C-?ZO. B. HANGER RODS CONFORM TO THE FOLLOWING TABLE: I. PI PE SIZE 2 INCHES AND SMALL ER: 3/8 I NCH RODS. 2. PIPE SIZE 2-1/2 INCHES AND 3 INCHES: 1/2 JNCII Rl'DS. 3. PIPE SIZE 4 INCHES AND LARGER: 5/8 INCH RODS. 2.06 ROOF FLASHING A, SAll!TARY VENT FLASll!NGS: EQUIVALENT TO SEr1CO 1100-3 OR 1100-5 WITII ONE PIECE LEAD FLASHlliG AND COUNTERFLASHING SLEEVE. ' 8, OTHER PIPE THROUGH ROOF FLASIIINGS: EQUIVALENT TO SEMCO 1!00-2 OR 1100-4, ONE PIECE 4 POUND LEAD FLASIIING AND COUNTERFLASHING SLEEVE. ' 2.07 CLEANOUTS A. FOR CAST IIWN SOIL PIPE, IRON BODY WITH EXTRA HEAVY BRONZE PLUGS SCREIIED INTO CAULKING FERRULES; FOR STEEL PIPE, EXTRA HEAVY BRONZE PLUGS; AND FOR VITRIFIED CLAY PIPE, VITRIFIED CLAY PLUGS. f/llERE ! I EANOUTS OCCUR IN FINISHED INTERIOR \/ALLS PROVIDE ACCESS PANELS l'LATES, AND FRAMES FOR FLUSH MOUNTING. 0EXPOSED PARTS OF FLOOR CLEANOUTS IN FIN!SIIED ROOM SIIALL BE NON-SLIP POLISHED NICKEL BRONZE, CAST IRON IN UNFINISIIED ROOM ANO OUTSIDE PAVED AREAS. ~LOOR CLEANOUTS SHALL HAVE ADJUSTABLE TOP. ALL CLEANOUTS AND ~LEANOUT PLUGS SIIALL BE ACCESSIBLE. CLEANOUT SHALL BE THE FOLLO\,JJ NG: I. PLASTERED AND/OR DRYf/ALL TYPE FOR CAST IRON PIPE: EQUIVALENT TO ZURN Z-1445-1 PRIME COATED. 2. TITLE, PLASTER OR DRY\,ALL HALL TYPE FOR CAST IRON PIPE: EQUIVALENT TO ZURN ZN-1445-3 SIAINLESS STEEL. 3. FLOOR LEVEL TYPE IN FINISHED ROOMS: EQUIVALENT TO ZURN Z-1420-2. 2.08 PLUMBING FIXTURES A· FIXTURES, TRIM AND ACCESSORIES SHALL BE EQUAL TO THE FOLLOl,JJ NG: 1. \/ATER CLOSET (A) ITEM WC-I: EQUIVALENT TO AMERICAN STANDARD 2221 018 •LOOR MOUNTED, WHITE, ELONGATED BOWL; OLSONITE 95 0HrTf OPEN FRONT SEAT: SLOAN ROYAL 110-3-YB FLUSH VALVE· PROVIDE ONE FLUS~ VALVE IN EACH TOILET ROOM WITH SLOA~ ROYAL F-72-Al TRAP PRIMER PIPED TO FLOOR DRAIN. (BJ ITEM WC-2: SAME AS WC-I EXCEPT SEAT SHALL BE OLSONITE L-310-N-CC WITH 3 INCH LIFT FOR THE PHYSICALLY HANDICAPPED. 2. LAVATORY ( A) I TE M L - l : E Q U I VALENT TO AMER IC AN ST AND ARD 0476.028,COUNTER MOUNTED, SINGLE HOLE; CHICAGO FAUCET 335-E-12; GRID DRAIN; CHROME PLATED BRASSCRAFT R3712 ANGLE STOPS AND SUPPLIES, CHROME PLATED 17 GAUGE TUBULAR BRASS 'P' !RAP. 3. URINAL (A) ITEM U-1: EQUIVALENT TO AMERICAN STANDARD 6501.010, WALL HUNG, TOP SPUD, PROVIDE CHAIR CARRIER SUPPORT; SLOAN ROYAL 186-YB. 4. HOSE BIBB (A) ITEM HB-1: EQUIVALENT TO \IOOOFORD 24P-3/4 \,JJTH VACUUM BREAKER. 5. SERVICE SINK (A) ITEM SS-1: EQUIVALENT TO AMERICAN STAIHJARD 7740-20, FLOOR MOL'NTEO, WITH RIM GUARD AND 8344.111 FAUCFT. 6. SINK ( A) ITEM KS-I: EQUIVALENT TO JUST DL-2133-A-GR, 18 GAUGE STAINLESS STEEL, SEU' RIMMING; MOEN 7632 FAUCET; JUST J353]6 cr:UMB CUP STRAINER; IN-SINK ERATOR 77 GARBAGE DISPOSER, 120V, Sl~GLE PHASE, 60 HERTZ; !/2" BRASSCRAFT ANGLE STOPS ANO SUPPLIES; 17 GAUGE TUBULAR BRASS "P" TRAP. --------·--·-·---·· --·-··~··-· ., ·--_, __ ,, __ ,,_, ________________ _ SPEC! F ! (~/':\TIO~~ (") ITE" "S I· EQUIVALENT TO JUST SL 1815 BG" 18 GAUGE B. HYDROSTATIC TESTS: MA~E BY COMPLETELY flLLING PIPING SYSTEM W!TH 0 ,,, 0 -• ---"• \/ATER AND ELIMINATING ACCUMULATIONS OF AIR SO THAT LEAKAGE, NO STAHILESS STEEL, SELF RIMMING; MOEN 4901 GOOSENECK MATTER I/OW SMALL, \-JILL BE APPARENT ON TEST GAUGE IMM[DIATELY. FAUCET; JUST J353!6 CRUMB CUP STRAINER; 1/2'' BRASSCRAFT MAINTAIN PRESSURE UNTIL PIPE UNDER TEST HAS BEEN EXAMINED, BUT IN ANGLE STOPS AND SUPPLIES; 17 GAUGE TUBULAR BRASS "P" "O CASE LESS THAN 24 HOURS. TEST SYSTEMS AT THE FOLLOiHNG TRAP. " PRESSURES: 7 • DRINKING FOUNTAIN 1. DOMESTIC HOT AND COLD \·!ATER @ 150 PSIG (A) s'TTAEtllr'DLEFS-Sl:STEEEQ'UI,V/AITLl~NT,10ro4suFNl~/OICSll4~,4]3T_H\/CP-PUSHl8 BGUATUTGOEr'• c. SANITARY SOIL, \·IASTE, VENT AND STORil DRAIN SYSTEM TESTS: ~EFORE ' " ,· ' ' ' ,, ' INSTALLATION OF FIXTURES, CAP ENOS OF SYSTEM AND FILL LINE:, WIT/I BUBBLER CONTROL. WATER TO ROOF LINE ( 111CLUDING VENTS) AND ALLOH TO STAND UNTIL A 8. DRAINS TIIOROUGH INSPECTION IS MADE. MAKE TESTS IN SECTIONS IF NECESSARY OR CONVENIENT. (A) ITEM FD-I: EQUIVALEtlT TO SMITH 2010-B CAST !ROIi DRAIN G,'\S SYSTEMS: TEST WITH 60 P.S. l. COMPRESSED AIR FOR SIX HOURS OR WITH NICKEL BRONZE STRAINER. PROVIDE TRAP PRIMER D. LONGER AS DIRECTED TO PROVE TIGHT WITHOUT LEAKS. USE PRESSURE ,~DAPTOR. RECORDER TO RECORD PRESSURE OF ALL LINES FOR DURATION TEST. (8) ITEM FS-1: EQUIVALENT TO SMITII 3100-Y CAST IRON DRAIN, AC ID RES I STANT COATED IIHER I OR A/ID GRATE. PROV IDE PART 3. 08 ADJUST ING GRATE FOR DISCHARGE PIPING. PART 3.00 -EXECUTION 3.01 LOCATIONS AND SPACE REQUIREMENTS A. CONTRACTOR SHALL FULLY JNFORM 1/IMSELF REGARDING PECULIARITIES AND LIMITATIONS OF SPACES AVAILABLE FOR INSTALLATION OF WORK UNDER TIIIS DIVISION. DRAHINGS INDICATE DESIRED LOCATION AND ARRANGEMENT OF PIPING, EQUIPMENT, AND OTHER ITEMS, AND ARE TO BE FOLLOWED AS CLOSELY AS POSSIBLE. WORK SPECIFIED AND NOT CLEARLY DEFINED BY DRA\,JNGS SHALL BE INSTALLED AND ARRANGED IN A MANNER SATISFACTORY TO ARCIIITECT. IN THE EVENT CHANGES IN INDICATED LOCATION OR ARRANGEMENT ARE DEEMED NECESSARY BY ARCHITECT, TIIEY SHALL BE MADE BY CONTRACTOR IHTHOUT ADDITIONAL CHARGES PROVIDED THE CHANGE IS ORDERED BEFORE WORK IS INSTALLED AND NO EXTRA MATERIALS ARE REQUIRED. 8. VERIFY ALL SPACES, DIMENSIONS FOR ALL FIXTURES, EQUIPMENT, TENANT OR OHNER-FURNISHtD EQUIPMEllT AND EQUIPMEIIT FURNISHED UNDER OTHER SECTIONS. C., OBTAIII ALL NECESSARY ROUGII-IN DATA AND DIMENSIONS FOR ALL FIXTURES, EQUIPMENT, TENANT OR OWNER-FURNISIIED EQUIPMENT AND EQUIPMENT FURNISHED UNDER OTHER SECTIOllS. D. MAINTAIN AMPLE HEADROOM, CLEARANCES AND ACCESSIBILITY. MAINTAIN CEILING HEIGHTS. E. CONSTANTLY CHECK \/ORK OF OTIIER TRADES TO i'REVENT INTERFERENCE WITH TIIIS INSTALLATION. F. 110 SIIOP ASSEMBLED PLUMBING TREES ALLO\IED. 3.02 DISCREPANCIES A. IN THE !:VENT OF DISCREPANCY, IMMEDIATELY NOTIFY TIIE ARCHITECT. DO NOT PROCEED HITII INSTALLATION IN AREAS OF DISCI\EPANCY UNTIL ALL SUCII DISCREPANCIES IIAVE BEEN FULLY RESOLVED. INTERFERENCES BETv'EEN INSTALLED \/ORK OF VARIOUS TRADES DUE TO LACK OF COORDINATION, SHALL BE RESOLVED BY ARCHITECT \·/HOSE DECISION IS FHIAL. , RELOCATE OR OFFSET ANY HORK AS REQU1RED TO ACCOMMODATE WORK OF OTIIE R TRADES, AT NO EXTRA COST TO TIIE OWNER, WIIEN SO DIRECTED BY THE ARCHITECT. 3.03 PIPE INSTALLATION A, INSTALL IN ACCORDANCE WITH THE BEST PRACTICES OF THE TRADE. 3. 04 I/ANGERS AND SUPPORTS A. HORIZONTAL STEEL PIPl!lG: PROVIDE HANGERS OR SUPPORTS EVERY 10 FEET EXCEPT EVERY B FEET FOR PIPING 1-1/4 INCHES AND SMALLER. B. HORIZONTAL COPPER TUBING: FOR 2 INCHES DIAMETER AND LARGER, PROVIDE HANGERS EVERY 10 FEET; FOR 1-1/2 INCHES DIAMETER AND SMALLER PROVIDE EVERY 6 FEET. C. HORIZONTAL CAST IRON NO HUB PIPING: PROVIDE HANGERS OR SUPPORTS AT EACH SIDE OF A NO HUB FITTIIIG. D. SOUND AND ELECTROLYSIS ISOLATORS: PROVIDE AT ALL I/ANGERS AND SUPPORTS FOR HOT AND COLO DOMESTIC WATER LINES. SECURELY ATTACH PIPE TO WALLS, STUDS, ETC. ALL SUCH PIPING ISOLATED FROM STRUCTURE BY A 1/2 INCH THICK FELT PAD WRAPPED AROUND PIPING. 3. 05 CORROSION PREVENT ION A. MAl<E JOINTS BETWEEN CUPROUS AND FERROUS MATERIALS WITH APPROVED NYLON INSULATING COUPLINGS. SEPARATE CONTACT SURFACES OF DISSIMILAR METALS IHTH NON-CONDUCTING COATING OR SHEET. 3.06 STERILIZATION A. STERILIZE EACH UNIT OF \/ATER SUPPLY AND DISTRIBUTION SYSTEM f/lTH LIQUID CIILORIDE OF HYPOCHLORITE BEFORE ACCEPTANCE FOR OPERATION IN ACCORDANCE \-II TH A\IWA C60 I, "STANDARD FOR DISINFECTING WATER MAINS". 3.07 TESTS A. FURNISH NECESSARY LABOR AND EQUIPMENT AND BEAR COSTS FOR TESTING. COST OF REPLACING AND/OR REPAIRING DAMAGE RESULTING THEREFROM Sl¼LL BE BORNE BY THIS CONTRACTOR. SHOULD THIS CONTRACTOR REFUSE OR t/EGLECT TO MAKE TESTS NECESSARY TO SATISFY THE ARCHITECT THAT REQUIREMENTS OR SPECIFICAT!OllS AND DRAHINGS ARE MET, SUCH TEST MAY BE MADE BY AN INDEPE!WENT TESTING COMPANY AND THIS CONTRACTOR CHARGED FOR ALL EXPENSES. --. AMA /l l<AINO chonlcnl TSUCHIY Consulilng Mo 3300 lrvln0 A lN0v1porl Booe (714) Englnaern venue, Suite 200 h, Colliornln 92680 756-0565 ~,_.Al.--[;; ,,- I I DATE BY . DESCRIPTION 's,j " ·IC- <~ REVISIONS A. UPON COMPLETION OF HOAK AND AFTER CLEANING OF SYSTEM, FIXTURES AND EQUIPMENT, AUTOMATIC PARTS OF PLU1BING SYSTEM SIIALL BE CAREFULLY /IDJIJSTED FOR NORMAL OPERATION. ALL FLUSH vr,LVES AND FIXTURES STOPS CHECKED FOR PROPER OPERATION AND FINAL ADJUSTMENTS MADE I/HERE REQUIRED. SYSTEM SHALL OPEHATE QUIETLY, HITHOUT VIBRI\TIONS OR NOISE. 3.09 PROTECTION FUil BURIED STEEL PIPE AND FITTINGS A. ALL BURIED STEEL PIPE SHALL BE FACTORY COATED WITH PIPE LINE SERVICE X-TRU-COAT HIGH DENSITY POLYETHYLENE COATING (BLACK COLOR). FINISHED COATING SHALL HAVE CONTINUOUS IMPRINTING OF COATING TYPE AND APPLICATOR AND PIPE TYPE AND MANUFACTURER. 8. ALL FITTINGS AND FIELD JOINTS OF BURIED STEEL PIPING SHALL BE CLEANED, PRIMED THEN FULLY PROTECTED BY WRAPPING WITH TWO SEP/IRA7 [ WRAPPINGS (EACH HALF LAPPED) OF D.OIOX2 IN. WiDE PRESSUi,E SENSITIVE POLYVINYL TAPE EQUIVALENT TO JOHNS-MANVILLE "TRMilEX", ALL FITTING AND JOINT WRAPPING SHALL OVERLAP PIPE HRAPPJNG A MINIM0M OF 2 IN. C. AFFIDAVIT: DELIVER COATED PIPE TO JOBSITE ACCOMPANIED BY APPLICATOR'S AFFIDAVIT CERTIFYING THAT WRAPPED PIPE HAS BEEN GIVEN HIGH VOLTAGE HOLIDAY DETECTOR TEST AND THAT PIPE WAS FREE OF HOLIDAYS \/HEN PIPE WAS SHIPPED FROM APPLICATOR'S YARD. SUBMIT ONE COPY OF EVERY AFFIDAVIT TO ARCIIITECT PRIOR TO INSTALLATION. D. FIELD JOINTS: TEST FIELD APPLICATIOllS FOR HOLIDAYS BY A HIGH VOLTAGE 'lOLIDAY TEST METIIOD !N ARCHITECT'S PRESENCE. E. DAMAGI:: IIANOLE WRAPPED PIPING f/lTII EXTREME CARE 10 AVOID DAMAGE. REPAIR AtlD RETEST MARRED OR DAMAGED PIPE 1,JRAPPl!iG. 3.10 PROTECTION FOR UNDERGROUND DUCTILE AND CAST IRON PIPING A. WRAP ALL PIPE AND FITTINGS WITH 20 MIL PVC PIPE TAPE AND PRIME OR INSTALL IN 20 MIL POLYETHYLENE ENC~SEMENT IN ACCORDAt/CE WITII ANSI/AWWA Cl05/A21.5-82. BED AND BACKFILL WITH CLEAN SAND, MINIMUM 4 INCH AROUND PIPE AND FITTINGS. END OF SECTION r-----"'" _______ , _____ _ !~~l{Jr~ lkl~l~i;l~f2:1;:-.1~; 1:·1ri~1N;t\JL. t~~ • .1~ . .\'~f:J()l~ Jf:,,, 'rft1;1 i,/:l~l•~_;,·.,:~~J~ ';i;l•; ;1 ,'r' ~,,. ,._ :;i:f:. ;~,1 /;)~i~IINe /<J-'!'1-1 ,;_,,)l"•i."1< ,,';'l:l\1i]c 1· J,,. ---·---····-" --,,-~-----•------___ , __ ,, .. ,.,-·---. ~-------------·· -----· ----·------·----•-------- APPROVED I '-) -~)) I /' ' BO~]rf/:\ , /) ( /_. .,/ {<.' ( , -----... ,_, ""!. .. ,, -,, , •(•f'.;l·1•.' •,1c;:v., :•i.l•1I ".•l;l/11.• ,:,r,:J,)-k_ PUBLIC WORKS DIRECTOR -~~ ii RE. NO 126D13 OAF '} --,'_ 7 ---{;: > PLUMBIN APP'D, ij DESIGNED ORAWN CIT'! 0~ "'1r:1~,.vr.1f) IL .. 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WALL AROUND -CONP, "13" PA e:, ""-e> I q 1---1 Vf:=RIFY LOCAT"ION IN l'""ll=LP ~ r-:>J~JVS-0 uc{HT ;+~DAP.~ '1coNP, /;;._'' Q:;;. l,,JAl-l~S ' ' 01=2 ENV'-P.c:j!?D 'c7J7's~INCj PL.AN FOP-Dc:-p·,1 LED pA,VI NCj PATTE:'P-N FOR ENLARGED PLAN OF THIS AREA -SEE SHEETS L-2 & L-3 \\ !/ CONP A e ORIVES DASl-li=P LIN!: -----~ TrP. CONTFcOL JOINT SOL.IP LIN8 (---) TYP, NOTE'-: >=or-,. Bl e,L,.r:, ~.1-LAYOUT ANO .::::c;;>Ns-rµU cT1af-J--c,E-1? .::::1 v1 L. OWqe;,, DATE BY DESCRIPTION APP'D, REVISIONS APPROVED ND$ T. t·-< iC ~l) l.>'?,;f ?./1&/i, ' 15\~ ~'t- CALl'i()~ SCALE 1 •~ 40'-0" ~(]©l}@~~!Rl., w~1~1111 .. ~ ~~ m.® [b/~\J~@§(f;I~~ /,,.\l~l~lliri;©; i/~ II ITTh~~ :J'•Ji>/'il (~J,11!>~~ I!/,\(£ 1,1 ~/{; 111/!J; IP\1@11 (c,1/Ji',, ii 1,1 1,11f ~J,\ (cJ,\~lif ~i!lll,\ ©tXll:wi {11[S iJ@©~ (I ~ II /41» !;Al®' '.!111/ ~I tal2~ BONITA CRIEIE~( PAR~{ PUBLIC WORKS DIRECTOR R.E, NO 12806 DAT -27-B'? STAKING PLAN DESIGNED DRAWN CITY OF rJE\"JPORT BEACH L-1 CHECKED DATE 3/16/87 PUBLIC WORl<S DEPARTMENT SHEET 1 OF, 1 7 P-5125-S i '' " C, rC: -I • '. j . I ~,; I ;., I I I I I I I I ! ' I ,7 f.! C ,, ' ' _] " ' "' ', I_: ! <i ' _-, '' r"ri 1 , ~ ) C-Ot-JC:RE::TE:: PAVI Ne:; G WAL.-IL-S SAND PLAY ARE:A- ser= • OIVIL DH,:::j 6, IVE6 r P.A. . . .:::::::::::::::::::::::: :::::::::::::::::::;;::: . . . ··.::. • ... .. ·. :. . : . ' .... ' •. · .• ~--_ •• ..._._ :· -~~~ ~- P.A. 'rl"''><-----+----.---ttic:c±§tic"'f"'"""'+"-"""'l"!i'""!!llcsil;;;lll'"'!l!l'"i!'"lii"'!il'"ll*l[l"'~'"l"'~'"'i'"~'"t"'l'"t'"' i~ffi,;;;e;;:eH'"""""'"""''>f"""""""''""""""+"''"+'i""'-""'4§"""-"""-§"lea~~~~·!-, _< ____ @_J3_ 10 ~4 ~,__L_--~_,.!-'l,-;le,~,1l~;,,...,'-.::.-1~, ~ 1i~~It1::1 :::,: =i: <l .. ·.:·:~:·-:-., i =11\ f. 11 I! CONO, 1rA11 ~ -' -m-~. CONO. C :~ I(\ P.A. 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ST'ePG> I __ --~-coNO."B" ___________ _ -,-0\-F->e=NCH . I, P.A. . / J ( DATE BY BAT F',AC.IL- 51=.E 5Pi=C5, ' /'"i"\ coNc: WAL.I.. \l::J.I 10'-o II_ . _ . )"2\ Llt:;H-r 0TANDA<'<D C:OLORED CONC. PAVINc;-TO MATCH TREI=:: Ci RATES COLOR TO 13E SELE:CTED BY ENCjlNEER ~a::>NO."A" DESCRIPTION REVISIONS 1--/ PUBLIC WORKS DIRECTOR _ R.E. NO 12806, DAT" '°1-"). ?-,;l':J APP'D, DESIGNED DRAWN CHECKED DATE .3/1$/67 -scALE: 1/8"=1'-0" lli(S ii(~•;,:, (I ii il<!P) §GI!,), :• v ;34 1 BON~T A CREE~( PAR~( ENLARGED STAKING PLAN CITV Of 1JE\"JflO!ti OEI\CM L-3 PUBLIC WORl<S DEPARTMENT SHEET 3 OF 17 P-5125-S_ I ,'\ . ' ' .. ' . • ' ' ,----------------------------------------------------------------------------------'------------------------·----·-------·--~--------------------------------, I ·-• .. -.•• ; . :·.~: f-:·:.-.,/4 , ' I -fa\ CONC Poo-nh..lr, i=;,E'fOJ---10 \!::._6_) ',/g\ C.?f--JC,. "">E"AT i,-.IA.L-L ~ Li,.J FOL..::>E D ;{ , ,, 0~ /: _ • . rr~rP. . •• ·--~ ... ~ ·-~--·-·.-,.• •• :. ·:' ·:·\:~.£-:{}{_·._··:;~;~;:•; :':: ,: : ~::~ =:ct -; ui •• •, . , .. ': ·•· .,. I SECTION/ELEVATION A-A' I 1/4"= 1·-0· ~1 ' 1-(sEE: STAl<INC, PLAN) ,fl\ C..,:::,t--JC. P,4.Vit-JC.. ~ DF-1VE$ ~ (3\ C-OJ-JC-e,AJ--ID ( SE.t S,1>->"-,lt-lC, PU..i-J) ' J::, ., ... I SECTION/ELEV A TION D-D' 114•=1·-o· I l ~ _. ('2\ -6 i e=cP L1C..H1 C:::OUl2.SE. "f ~ PIPE,:; DF'Al"-1 SY-STi;;:H -'=>i;a'E" C-IVI L owe.rs, SECTION/ELEVATION 8-8' //I\ C-ONC. pp..v,f.Js e Dr:<:.1ves --~ ' @ CDNC, PAv'11-JC<f.J WAL\L'.;a I 1.:6 SECTION/EL.EV ATION E-E' :; .. _ .. ~ ~ ~~'if§@ ~ ' . u ,, ~~ /~~lllr§~ O~ijW@ " ' 1~ " • IJ ) ,, '(:) ''ti " " ~ ~~~~~~0 @il@iJ Q ' ©@©1rl:.\'~i!@@I:.\, @;l,llbl~lf' ~ • ·, <-• • .. • , ••• . "-"I ,•· ;J ' --·. • ' I DATE BY DESCRIPTION REVISIONS I I I • I ~ 12\ "5TEP I-ICJH1 l{J T. SECTION/ELEV A TION · C-C' 114•=1·-o· L-6 . I • /I\ =f.JC.-S~P'.':> -t,,' ~ ~ l8°1T '• @ BE=.>-.JC-H :=>EYOHD -CONJ:?, A' ~,, ::':,CYDND -cO'-lP ~I \EV · fl\ ·cof.Je-P)>...Vl>JC.6J )-.IAL..k.S \!:V 'fl\ C,o,-J?. PAV ii-JC., (2 D~IVES \l::V SECTION/ELEV A TION APPROVED ao.JU PUBLIC WORKS DIRECTOR R.E. Nn J2806 OAT' "1-2?-6'7 - APP'D. DESIGNED DRAWN CHECKED DATE 3/16/87, F-F' 114•=1•-o· ,. BONITA CREEK PARK SECTIONS/ELEVATIONS,,., 1 CITY OF ~JE\"/PORT BEACH L-4 PUBLIC WORKS DEPARTMENT SHEET 4 OF 17 _________________________________________ ...._ ____________________ _i_ ______ ...;.....;.. ______________ ..JJ.. ___________________ .a... _____ .__ __________ .L-;::-="".:"-::::-=~ P-5125-S. I ! I I I ' : .!b .N !oa.. ' 0\ .Jl " " ' -, 'i ' "' ' . -' .1 '.' 1· _"J '.:i ' . I ,, --J 'i '.i : i ' ' '' I , I I " I\, ' a ~ • ' ------------------ l:S 12'!-r . •@-s--re:p L-k'.'.:J~ l:-8 l:-7 • (I'\ C.o>--IC-PAVll,,JL. @· 'W,o!,.LIL'o \!::§1 ' C-OhlC.. C:.UIZ-6 -'Se:6. C,.IVIL- Di.--lCi-S. c.,,:,1-JC c.-L.J~e, e,e;yo>Jo ASPl-+AL 1IC.. C..Ot-.JC.. f'AVl~C... - . ~f ~}:Y.I,. ·, , :.•.rn; ;m:::·· •. _ . •. • . • j,VJ. -·~-"· , .-· ..... · .... r~·. ..... . ··-·-'._,,, ... ,:.p •••. : : .: • .,ii,,,'!-. • ' • • • • ,, lu v. . . • . . . . ' ,, . ,, .. I . ,,,.,,, ~','(' . SECTION/ELEVATION G-G' 1/4"= 1·-0· \ 1111 \1 J1f . -. ' . . ., .. -. " " " I ~ ' r3\ C:OHC-BAND-eiw. i 51/~1-rHI<'.-. \!::V ' ·fl\ c'..0-,IC-. P,i>,.Vlr-JC. (2 1,-.iAL~S ~ ' fl\ 1=>U::ACl·--lS:P... STEP$ '-t.lY /2\ 6~NC,U -CONO, l;'.,._I \!:":!!) .. fl\ ,:::,or,Jc.-PAYINci 8 DR.IV!:$ ~-. ' lz'\ e,et,JC,H -,::Ol>,.lp. I ei 't!.V ,12'\COl-,J~ loLOC¥.. W>LL ' • I, = ,,, SECTION/ELEV A TION H-H' ~ , 12\ C,c::,µc LIC.,H-r -STAl-lOAF-D 8E.Y<:>t-lt-:>-C."-t-lP ::,_'' ~ , (I\ ccµc.-. PA'-'IN c-,@ WA-LILS ~ · rl\ -na.Ast-l F'-JoC-J;:f'"oACL-~ Blc"YOND C:01--lD D' l:1J •I Got-Jc.. "STEf=';. ee(Pt-JP b 12. '-fa'\ '-t!9I '/'I', \tJJ IA\ P:,i,,LL l='ISLD l-1C..1HrlNCt e,5'(<:>NO -~E ELcC-1f2.ICAL i;>WC...-S. ~ 'r:2''\ CONC-E:>i-CC--1"-WAL-L { Ft><>TiNC... ® -•. ;-!2-,A.G,1! GE=E:: 6 PE::C-6>, w · (2\ c-oNc. e,L.=-1<-WALL .I. -· . . . ' ........ SECTION/ELEV A TION 1-1' :; "• D ~fll~'ij§@ -~ ~)lffiil§@~ fl~ 0 ,, . IY8, l)(lffl'' D .. TE BY DESCRIPTION ~ii' 1)<9!) ~~ REVISIONS . • " ·-._ ,_. , ·, ,. . .. ' ' " .. ' APPROVED t2.au PUBLIC WORKS DIRECTOR R.E. NO 12soo CATF ---J-)_')-fi!/- APP'D. DESIGNED DRAWN CHECKED DATE3/16/87 ' I :I • ., • ... ,, .. ...... ,., . . .... . .: ; . , . .. .. ( 1 I I . I I I I I I L_...J 114•=1•-o· I 114•=-1·-o· BONITA CREEK PARK SECTIONS/ELEVATIONS .: : CITY OF iilE\"JPORT BEACH L-5 PUBLIC WORKS DEPARTMENT SHEET ·q OF 1 7 P 5125-:-S 1 4 .------------------------:Sl/'2.1G'WAL.~'5 +:J4!e i:::,r,:.:1VE:S l=XPAN510N ,JOINT-SEE STAKIN~ PLAJ',J FOR Lo,::;.ATION 'f sp~c::;;.s, ,--------------:~ONTR.OL. JOINT -SE£;. STAl,INc:j Pl-AN .. FO~ L..OCA Tl ON 4 SPl:'.CS, ~-------Fi!AOI U'5 E:D9E: ,,. , .,. '~l I~ 1 F==1N1sH .::;~0e t ' ,\d,!!ffiJ --...,;-.. J.- j~'.·~:-..~~~~--' '; • '• :,:~,1~H N2.~:: '..:°!.~ ..,. 'll',4-:,<.1~11 1..N<9, ~MOOTH F<;'E:INF. 6AR C:,.:::>i,..JE!.--j .. ·,,c .. ·· :· --~:' @ :31-c,il,::,,c:. H/Ga>II L.N.:::;. er -.c,. F'';i!=R <:,I-"-.-----•• a,. '· ·· SI..SSV!:: c::;;N ONI= END @:=.J. 1 INTI::~- ,• : I sec:::::-noNS W,/WAL...L...'5 'f 6UIL...C:,1Nc:; SECTION I I • I I ( '.2.4 11 @ P!-,A,,y ,A.,F!,EA.-SE'E ,:;TAr"-1 NC,. I I f'L-AN o/SE.CT'oN/E~SVATION L-~ ~ L &" L. ( coM PAC--re:.o -S.UBCJ ADE ✓ ., NOTES: 1 112· = 1'-0" FIN~H-E.XF.::::>S.EC::, ~Ci~E=C,ATE. VLA c;.Ufl..FAC-E.. f<ETAF'-DANT CONCRETE PAVING 1112·=1·-o· 2 ~-----------------------P.A/INCj-51:S e.TAi-:::1N9 FL.AN ~-----------TF"E'E eji:.!.ATe--P~4"'-ST" ~Ci2e'T"E.- SECTION ' ,, a---.77 No. Tc:::j~-e:S-::;-c:, ,e,c:;iL.1,A-r=e-h),'q'L)Fl-"'\L.. 91=2EY' W/ SNP 13L.ST, FINISH -MF>-F.10 e,y OU~ ,AP.T <:=rn:,~e OR~ EQU1V,-,..,l,_eNT-'2aee: -&F'E,:;$ ,----------.i-4 t2GINF.-e-,..~ cot--rr. ,.A,R::>UND -n:zeE' c:::jR--"-TE CFl:.l•HN9 TREE GRATE 1112•=1·-o· 5 • ( = ;, • ~ ..:~ . Ill .-----------VAF:IE:S-SE5 STAl<:IN9 PL.AN ~-----STE:EL. TROWEL. FINISH -------#=4 ~EINF. SA~ CONT. . -· .,-----F<Ai:::>i us E:::>c::; e I,{ ----FINISH Cj~ADE: IJ/ ~/1\',l .• Q < o:C,_' )4;: :: ·.'c:,'0 ·• 1111/IJ/llill/l. -·• o.Oo·C!·oa··o· _, q'. -· :' ·. •.· ..... 0. -•. SECTION G HEADER I. F'!<:OVID6 EXP. .JN17 @-z.o1-o11c:,.c. MA.;<. OR AS SHC::,I--IN ON STAKII-JC, P~N '2..PROYIDE: Too L.E:D JNT-cP s'-011 ac::. MAX, OR AS SHc::::>i--JN c::::>N STAK.IN'9 PL..A,.N :9, se:e S01LS RF"T. ,f C:IVlt.. Dt,,.J9s. FOR SASE 'f SUB"'j~A.::::E= TREATHENT -4. F"-<Ov'1 Ce' '.2.-"" 4-~6 ><l:Z" ~Cj COhl EL s i..v .b11 l..ot-J<q ~ a-=-eve ct-I. CNE-i=-NOe' 8><-P. ..JNTS, ,.-'-ND IN~ci-J.s 4"~. ~v1Nq ~D GUe,,e,t..,.o.e,~, ~1 P.:lUIL-Clll•-k::i,1 er.::::.. CONCRETE HEADER ~ 112·=1·-o· 3 .,--1 ---------V,ARJ ~ -:::-==· -err~ I l-Jcq Fl,_A,1-J ~,:.._ _____________ BUIL...::'1N91 i,,.JAU..., P:~:=, E?l'o.-=-:o -s-~W::i A-At-J k tr-: 'k _______ -SAN=e,~s, F 1N'SH -----·,, ' 3::>~::·J _L. c,ir =5 ;::, :.o•:09,0 .::0 :~ .. :·P: . ~ 1<> SECTION<:? MOWSTRIP NOTE;S: I. Pl<cOVID6 EXP. .JN1. @ '2.01-0110,c, MAX, 0:-S:: AS SHOI--IN ON S1AKII-J'9 PL.AN '2..F'ROVIDe Toe l-c:D ..JNT. Q 5 1-o" ac:. MAX, or:.;: AS SHc::::>i--JN ON STA~1N'9 P'-AN :9, se:e SOIL..$ RF"T. 'f CIVIi_ t::N9s. FOR BASE 4 sus,:=ji'<ADE= TREATHENT 4 p:>;:2ov1:::,s 2-it..:. ::,A,::e.6 ><1:2'· ~q ::ow::..°"" 1-3/61' L.ot--.1CJ F?----P:-:::2 a~ ot-+ 0-jE:-=Noe 9-<P. ..JNTs. ,.-'-ND 11--: ,::=;::?.:::,.::...-neNs 1-,;I~. ;:;-;,,,.v1Nq ,AND ,a;;Ue,""'LA1:':>5, h!AU...s: P-lUI 1..-Cll Nq 1 er.::::.. I : :: U>NP1TIOt-J @ Fi=NC-E'-Si;;;-1=: STAK.ll•Jc.i PL.AN !: '. ' CONDIT'ION@ e,L.09, OR 1-JA-LL.. I I I -3Y,z.11 G'WA!..l<:Sf51/<2.'1@ ORIVE'5 ~ Fi::NC.E: I I I I I I P~V1Nc;-see STAKIN9 PLAN ' I I I 1 ! s·AHOBLAST r=1N10H l · lL l~~~~~s;~J::L ~ 1=<A01us esoc::;s ', ,J.. : :✓ ~ II FINISH 9~e:<9 Ft.ANTINCf ARE.A.e t · .. <>a·,' ·.: · d· 'loo O'.'· :. ·o" .. ,__ --.ci. !,/! _ ;. I!;,--'~=:-=.=> c,o· •. l .-. 0•.1;-c:::== ;=::al • , ·,·O.• .. • ... Or ,J .-:.;,~o .. oQ. '" ,, '-------;l::'4-X 1'2!1 L.ONCj RE:INF. SAR ~V'J5L.. @ ~'-o11 a.c. i,,J/a::/1 L.ON'9 E3UIL...DIN9 F'AP6~ SLES'VE: PLAN . -. . • -··. <F' JI\JT. @. ~01-0" o .c, MAX, O?. AS-':,f-lohlN ON STAJ"INCj PLAN(-5) ':2. F'J<:OVfD!::. T.::::01..ED JNT, ~ Sl-011 0,C, M,<>.;;,<, ~ r>G-<;;.Ho1,.JN oN <STA~1i-lc.i PL.AN :3, <;.::"'E= SOll..6 Fc'P 1.,( CIVIL.. Ph.lCi'?, ~ i=,=E:.:,f ~~~DE "T?EA'TMENT CONCRETE BAND *4 F<e!NF.-e,AP.-HOF>-1z..---------------. (,lo 4 F"e r NF. ~ -va-,r. ! I I I _-',&'lr.--=kl-!-1 ---=---------------~ __ J ,.,.. FRONT ELEVATION COMFACTISD ---) 0Ue,c.RADE. CONCRETE MOWSTRIP 112·=1·-o· 6 •-11, -=--:::-i .... -.. ~ IP.i ~if§§ ~ ~'ii\!!msO~ •• " " " ~ @lf,®IYbh.\© f.:\\Y,€lln!!J3 @ij.l!JIJ ~(A ,m~, @a,/Y~:'f,\ .. @@©!00) (§JOO))= DATE BY DESCRIPTION REVISIONS SIDE SECTION/ELEVATION PRECAST CONCRETE BOLLARD APP'D. APPROVED aa~ PUBLIC WORKS DIRECTOR R.E. NO. 12806• DATE__"7-'2. / • /?:7 DESIGNED DRAWN CHECKED DATE • . 3/16/87 BONITA CREEK PARK CONSTRUCTION DETAILS CITY OF NEWPORT BEACH [-6 PUBLIC WORKS DEPARTMENT SHEET 6 ,<'Of 17 ' P 5125 S I I '· I I ! • 1 ----4:-4 ')( I ,:211 1-0 N Cj "'z:,M,?,? ""f1-i F<! El N F, a.A~ DOW e.L... Q_ '2l'-&>11 t!?,C,, hl/ CP ,1 1--0N~ e>)...11 LD. PAF"e:.F< cs;LE'=, Evi=:, c>N ,.::>NE;:. E:.Nc::>. -----,_;,...::' 4 F'!:5.INF, eiA.R H.,::>~IZ.., ---r,--F' . ' 1'2.,11 (e," e i,JALLS 1~11 H, tj,<:>J-1A1-LE.I'<') ::-4 11 DIA. P!:51<.F. PIPE?. WRAPPED W/ SYNTHETIC FILTER.,/M EMSRANE: CONT. IN f211 X 12" c:::;RAVE:L POCKET-SLOPE SUSCrRAOE TO t::>~JN-SEE:. CIVIL.. ORAWINC'iS FOR LOCATIONS. "'- r-----------------e,oµe,. -5 I c=c PS-Qi) -_'c'::,i;;-i;: <oTAK.1N9 PU..N I F<a> f"2.. 'TYP IC.,,. L--NOT E,"S, 'f DI Mi=ct--l:'S I,:,, t--J S -e>E'.S CPr-JD 1,10>-J "A' SECTION @ CONDITION "B~ CONCRETE WALL • ?!' .· o/ . '(!.·,. : ri.· .. · .. ' . {3) *4 Rl=::INF, 13AR HORIZ, CONT, . , . : <i,' • ·. i :-9 :· -~·. • 1:z.!I (e!1@NA.L-L<::> 1z!l H, f?t-rAL-1--E.F'-.) cJC • ~½-::'= ':'.c~--:-6~·-.. ·-:-.,'.a.·;_ '? C.LI"'--·• l':l., 1511 MIN{--!:,-----------C-PKF'AC.'"'i'FD ";,L-lP-,yP..,A.Dl::- 2 TY'f: I , I 2'-311 ~ (--------;µ<j-1 (b11@~;1,..L...1-S 1i; H, f"';;,1--lAL.-LE-!"-,j SECTION(!\ CONDITION 'A" 4 11 DIA. Pf;':RF. PIPE WRAPPf.':b N/ )?YNTHETIC FII..TElo/'MEMBP..ANE CONT. IM 12.1 X1211 CrFi!AVE:l-- POCKE.T-SL.OPE. SUBc:;RApE TO DRAIN -SE:!:. C.!VI L DR.A.N INCiS Fi:JR LC'.lCATJONS. ,-----+.;.----+----------F11-J1SH 912.ADE OF'-, Fll-...11";.H -=,U.12-f"AC..E.- I <SE=E, ::;sr.Af'.-1)..Ji;:., PL.AN .,, g}-d' MAX, ~-, !,, ;11,c----+----------cOND @ FENC:E-SEe STAKINCi PLAN .• : ' . . ' NOTf=c: f'z:;71""-"TYF"'ICA,1..-NOTE:,:;.4, Pl ME:,Ni:::;.10N,S, <aS.E. CONDITION 11P-!1 SECTION0 CONDITION •s• CONCRETE BLOCK WALL ~ ~llllii§@~ fJ~ ,,. • ' ' " ,,..t,, '' ··~ : J' ~ ~ • G .]\ Q ~ SECTION <e CONDITION 'A" ~ • I SECTION@ CONDITION •s• 3 CONCRETE SEAT WALL APPROVED 6,Qyt! BONITA CREEK PARK PUBLIC WORKS DI RECTOR D~T" -:z~;:,:°;;,806 CONSTRUC-TION DETAILS l-+---l-----~---+___j~::;:=:::~=====1---=-:__:__::_...:_:_=--=-:_~~....:..:....:.:=-=---J. APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH L-7 DATE BY DESCRIPTION CHECKED PUBLIC WORKS DEPARTMENT SHEET 7 OF 1 7 REVISIONS DATE 3/16/87, P-5125-S • . ~ _t:. -1)) • • . SECTION@. CONDITION "A" 1 PLAN EAST1 SIDE -~ -----,i•O.\::...:. .:c .:.:."".~{::' ·cvj .~~90:.i. ;Y"'."1·-. i~} • ~ 9:•. 6df / ··.,'<'j:,-V • •• '/ ;., .. ,.: '/ v i,[~ f'.'. CPO> ,, ofc,,,v ELEVATION EAST SID!: t--<OT"E:: . ,, F,?f".. 1-(""ICAL... 1--JCTE'.S .!. DIHSt-J"'::> 101-4S ' I I 'SE:'.E:: Co ND I no 1-,.J 1'.A si:cTION@coN01T10N ·s· 3 . CONCRETE BLOCK SEAT WALL 4 ' SECTION @ REVEAL PLAN/SECTION 1 /2"= 1" REVEAL AND EXPANSION JOINT AS NOTED 2 I "• ·•I I ·--la '• ' • .J..-. I ~ i I ·J-•• .. , I -1 ' r ' I ' ~------------~COMFACTED 5UByRAPE-------------➔~ ~ ~ I;,\~ l;lil@tl ~lil (~ .. ©~ ~ PARK SIGN DATE BY ,-----,--------------, L.O<=ATE:; ~ e>F SI =F' L.19 HT @ ~Tf=P NOSE -SES STAl<.IN'9 .. ELEVA TIO"J . ·' PL-AN ANO sec-r10Ns/ EL-EVATI o N 5 FO~ L..::o ~ "Tfc::;,Ns - siEF' L-1CjHT¢""'1s--z+se w/ So W E-17/ r-l.F.5. LP-HP A'S MF<=;. SY t-1-=F'HILSEN -c:ONTACT 9AMMA SAL...E::S f EN91NEE:RIN9 1 INC, i:!SC, c1-1..o,i-..t,-J1N9 sr., L,A.Jc::A. -=,oo,Z./ (,ZIS)ep,ZS-'9115 c,b_ WILLIAM "'1"'NULTY1..J~. _t-~.------coNc. WALL"'@ CONC, STEP$ @ ::a; ... /~~ii _-+~(11,..;....--~~!-'~'6!~-------i ~ ~ .... ~ s in SECTION@ 1"=1'-o•· ' ~ PLAN WEST SIDE I . . • ~,o .• • ELEVATION WEST SIDE DESCRIPTION REVISIONS BLOW-UP(? REVEAL 1/2"=1" '---------CONC, WALL:@ APP'O. STEP LIGHT AS NOTED LIGHT CHANNEL~ CQNCR''T"" SIGN APPROVED PUBLIC WORKS DIRECTOR R.E. NO 12806 - )ATE. "/-2 )-GJ-,- DESIGNED DRAWN I CHECKED DATE ~ \3/1B/87 N.T.S. BONITA CREEK PARK CONSTRUCTION DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 8, OF 1 7 ' P-5125-S ' ' ., • 1 ,--------------------------PAYIN'9 -5e= '5TAKIN'9 Pl-AN .--------------------------#4 :>< 1'2.11 LON'9 i;e::JNF. SAi< Do i-.J EL. (? a 1 -011 c:r.c:. W/"' 11 LO r-19 BUILt:'1N9 PAPS~ SL..Sevs 1 -,--------------------SAND9l..A5,-F=I NISH -n,::SA,i::,s VARI l=5 5E:.E: S1AKINCj PL.AN ~ RISER'S -;-YP. i-..:•~1,--J,U..,-..,=.,_.~----F==II==:,...-------------SL.OF'!= TFZE:A;i 031/ F1, ·--,...----.....;.r, ~--.::~9"_ •. '1-·.-: r, L'l.11 ~-.------------=IF-4 ~el NF, BAF-1! C:ONT. (! E:A, • • '0 >-,-..:_ : -· ;r 1 / S"'fl::,:::> NCSS -TYR -1 • • ----,---,+-.-=-+- 00 ,;m-+-+: __ • ·,[;;g~_:; -'>i~ :· ~-::_.:: r: "', .-----------F<A.CIWS SCc::p::-TYA .• ·'S. "I--• ,.,,. ✓ .. ii • !l.tJ:-, • . ,,._,_.. o·. ...,_ '-' , • .. _.._ .·¢?.:.·_---------4-~:INF. BA~-CCN"i. ~--· ·_.-...;'·':\-"!: • ·:".-~ :_o~_:_--.. .-. , ,· i ,----------#A-i<c:INF. SAR@ 16110,c. • '.,·. ,, . • ll • -·{~:,~~; P9~i :~c lE'.;=~ •-f---F'AVIN<:::j -Sc:ic STAl<C.i"-J'9 PLAN •• -~:'-:'~ ~-. •. • : '1' (,. -C:OMPAC::TEO SI..J6Cji=<A05 :<zf!-,o.;;:. m '--& __.:_ 1/4-11 THK. C::XP. .JNT, •• ·.. • 51=1= 5PEC5, w SECTION@CONDITION "A" :,Co ,1 SO, • • ' 1-111::;::z ~====?IACl-E= FTc-•1e30 • B a"'-11 ,, ,...., Y+ 4--+-lir====-=iHI/ COLO~ "=>l=:J-i=.q""E:'. P f=:,Y j_A-,A,;$ H;:=c;;::,, BY ARCH l"'iECTLJi<'AL FIBE'R9l-ASS1 Sl:>67 r-1::!..R~SP- AVF-., SUI,:: Z2v1 L-05 A N 9 = L..E S I CA. '9 C'OCP CJ \.II 2 :f c21?)i:.,s.::,-,:z.1;-=, \) ,. e=!e-~~1--------------h---.':"". -,~t(~~Jr•::....::=-----~ADIJ...JS ,6...l.-L-==-DCji:;6 -..... ~ 5;_,;:. :-:· ,fj',~,:_· .. : nq " .... ,~--,'"!::!-~\;'. :;~/-~-~-~f-;:➔_'-~~:~======/ ___ #4 FI-EINi:a e.AFZ-VEF-T.@ IG 11 ac. ~ :_b~~~/·_ ' f"\'~VEAL.-t-117r'>l"Z,4C?'NT,. © ·r · <'.1·1 •. • , • ·s-:r:'. '._q;° • ::,:; ;· 1-·. 111 PVC PIP=: -SLOP: TO .:::,;;;:"',II--J . ,.. . ..0,r,, .; .·• .. , ... ~~;;~ ----c1 •, 7.---,--'-:,----:1 ,_, ~:. 9;.a;:AV:=L.. Pc>c:K=T-G..11 cue:::. ·_-:~y~4J ::~ , ~:~::_ ::;~?-:' --~~p-'· ., s_~; ;;&< · .=~~'~·: _:}:~il-•. •. ~ "".'. SECTION@, CONDITION "A" N.T .S. e <'P II • ., . . . . . . . . . . . .. . . . . . . . .. f.'A, ., . V TRASH RECEPTACLE w SECTION@. CONDITION •s• CONCRETE STEPS ~ -i . ~ ' "' 10[) /\, ex , ' -----------1~11 ,f X~(c11 oeE=F AL.-l~LJF'--SD '==' L.J KP FIL.~ E. D W/ c::-I..!-E:,d--t-J1 c.oi.-lp..s-e ~F.Ave:1... "· ~'io o'h!'..Z. ,o, ·- SECTIONe CONDITIONS "B,C~D• N. T.S .. ' t--..J=r-e -SI= E:. C.ON DI TI.? f-4 i;.,.:I P'oF-- TYPI C-.AL.-Ne>TE"'S J P11'-'i;:::.!-..l.--r1e>t--..J':S, l w AS NOTED 3 " .. .. .. ~ ~Il'ii§@~ fl~~ ~ @t.:.'ell.Y!,{"1@ t:W,ffll~.13 l;>IX!JIJ @.@§l'irl.;\ ~. ©'®~ ~ " 0 tl, DATE BY -------·· 7 11 • -----------------------"f',j-F2,S'1NF e:,A.!'2-,@ I~.>.~. -· ---------------------~4 p.....;-1t--(.F: e:>AF'---,-C.?t--tr, • ,-----------r---------VAJ::2-,IE:S -.-see ~"TA ~11--1 '1 P L..At--1. ..,i., SECTION€-CONDITION "C" / DESCRIPTION REVISIONS IE'i------~ ,i170-s "cYc:::L..OOF''!::,11 811<:S RACK. • 6Y ,IMSSF:FORM. c=oL...OR ~ FIN. BIKE RACK APPROVED a.w~ PUBLIC WORKS DIRECTOR ' R.E. NO 12806, DAT< $~2, -, APP'D, DESIGNED DRA"IN A5 Dli<'SC'T"E;::::, BY L-,A, c:Or--j "[ACT: -rHE JAJAJ<:l=FIEI..D COMPANY c:Jo ROSYN JAJAK=FIE:U:::, 1foo quAIL. ST., SUITS 10:'> NE= W po ,g,-SEA c:: H I c::;A\, Gj 2 Co(.:, 0 (il-4-) 75-Z.-G.204 BONITA CREEK PARK CONSTRUCTION DETAILS CITY OF NE\'VPORT BEACH L-9 CHECKED DATE· 3/16/87: PUBLIC WORKS DEPARTMENT SHEET 9 OF 1 7 ' .._...;_ _______________________ ..... _________________ __. ______ ~------------------..... ---------~~---------------..l!o.------------------..L----.....1----..... ------------L....:=-~"".""'.::~--=-• P-5125-S, I ! : I -', I 1 =ci~i,---.---------.---,---,-----.-----,---,---,---, , f'AVI NC'.j -=-,e.E:: .:;-.TAKINCj A.AN ' _, Ii\ . EJ, I* .. . . .. , .. l"l'-.:7" .-. • . ,. It ~ ~ . . , '\ •. .- . • I. PLAN .. • ' .. . .. --- iil .. ."'@ 6~~ COUr-<-. T 1.:10 "'=>E: E .::;.pFC:t'.\ • Po-&T, ~,A,?}<:..'3-,::;;>,t>....l"<:O, Cjo,o,.J... RINCj 1¾ CH,o.JN Nq • e;J'( fAT-rE:~ oN-t,.JILL-fAH<; M oc::>EL-#-1 !;:I~ -.:zo,t ell, 81?1 At-I-LINE.<:, '7HALL-E:;j::. '211 1,-Jlt:;;>~t f'All'·ffE.D-COL--OR'o 1P ~ SE:U::'.C: I E.O e,r" l-,A. AL 1-1::0 U I f"'M eN T e,-r f"A'TTE=fi?-~ON 1,../ I LLIAMc;. o~ ~Vl=D !%QUIVALeNT, IN<;;.,-A.1-L Fl=~ MANUFAC-- TUF::E-f<ig ~ECOMM E:Ni:::>A- Tl ON<G-, .-------------------:--F'A'v'INC, -SEE STAKIN'9 PLAN ,-----------------::;:,4-Fa:!=IN F. 6AR @ '24' c>,c:, Sc::>T"r-!WA'(S SECTION -1•-1•-o• BASKETBALL COURT AS NOTED 2 __ .._ _________________ _ .... ~ .J . •~-3t,--•----.:.,_:.-~=;-------G~N6.~..-,,..;,;.~ • -1-,--+-------41'-4 ~1NF ~ Hol'?.Jz. e ,-:2 11 ~.c,. 1(,Y': Z~-~->(1·· I-<(-:-+-------P,,.._VINCf;HALL Of-? P!-A-NTlNCj AF:SA.-'5E5 S"P\k.lN"9 F'LAN •• • ·1 100! ,.;\:~ ~ /· o"h_.;: :" ~-+4 F2E1NF ~ ve~-E=-><TEND INT.:? FTN-,·- ~S: .. ·:_.'·. OEJ--...Jt:::> 4 i:<:lJN Hof'..IZ., '24 11 J-1 t N. ..,___,1-------CONOLi rf/ COO!::. -~i:;;:E. 1$'..'-E:cC~lc.,.;..L r;::>WC.<;,, ,__ __ ..__ ........ ---1 1' I If.'------CONO, @i-.J ,b,J...L.- '--+; _ ... , '--------TCCI,..~ .JNT,-TYP. -CARR'( D~W N Fhe-1;::-OF CJ>,.P ' PLAN/SECTION@ BASE 1 1 T.!7 f',EVEAL-@ WAL. L C.ONt::>IT'ION NOTE:..l 1. ~5.E <=;jAl<-INCj f'l--N--1 r<"p,: L..::::>C.£:..11.7Nc:;. '2 . <:,SE E: L-ec-, t:::>i,..J C:::, -S-, ,_ _____________ Fl N 1,;,1-4 CJ FADE -- N O,E::.: F"t:>F'--r(PI e-AL. N.:?Tf:"o 4:, pt M EN<S I oN <;, .:;.sE. ,::,oNOITION '1A 11 . .. SECTIONiELEVA TION @ CONDITION •9• LIGHT ST AND ARD 0 ' C • - ( ' r----~-'1,.--·,M·--- . • e: ~, • I ' -----HANDRAIL- J .. ' t) -------H ANDF"AI I-I!:, PO"=>T CONN e:c j";::;,F', SE:: E <;;.E:-CTIO N/ s 1-l::!-VA7" I~ N I ~ • ' ------P~T -a:,or , 7 .4 .. ' .....__....t_l-h,i J=l;::===:1;::,---- ~ ' . ' .,.,,.-:,.' ._..._ .... 2 o/e," I C?. MAX. CiA L-V. F"I P5' I N ,.; S fl-T <; L. E. EVE" 1..::::> F'-!:.CE::..IVE F"I F"E: HANPPA I~ Po<;;.T-PAC.f<. 1,,-..// E.X P-""-NS 10 N CJF":OUT SEC 110N/ELEVA TION @CONDITION •A• rt ' 41/J' SECTION/ELEVATION e CQNDITION ·s· SECTION/ELEVATION@ HANDRAIL ef POST CONNECTION DATE BY DESCRIPTION REVISIONS HANDRAIL APPROVED aa~ PUBLIC WORKS DIRECTOR R.E. NO 12806 ·., DAT• '?~ '2.. '?--lfi? APP'D. DESIGNED CHECKED DRAWN DATE 3/16/87 I.ALL ~Ar-.c:>RAI t-,;;;, T,::,> e,e. :2-11 o.O c:;AL..V. 11"'-0N PJF'E.. :Z. PRIME.4PAINT-C-01-.:?R W e:>E. <;.E:L-IEC."'j'"ED Bf' L..b.NOS CAPe Af',CH I TSC>j .::!>,l--JELD ~ C,RIND -SM,:;,,9'71-l A LL. ..JO IN~ : -\.-:r,.t\::--:D::-:S,-.c,i"p( -::-"'I) \\) 1. tf1y -?~ t; ~ 1'~ c:;, ~c:, y~ i~ ltt)~v.~.J. ~ I li v '3\ 11,;,\ fi'7 u>'1' 4'o I 5 \ ~ ~ "t l't o~~r:-ccc-:A-:-\.,, ~I)~ BONITA CREEK PARK CONSTRUCTION bET AILS CITY OF NEWPORT BEACH L '--1 0 PUBLIC WORKS DEPARTMENT SHEET 10 OF 1 7 '------------------------------·-------------•-----'-----------------~----------------·------------------ ..... ------------------..... --_ __., ____ _._ _________ ...,.. _ __,----,:_=--=--:--::~~ P-5125-S I i. ,, ii I :1 I •I ! ,, I i: ' '' ! ;1 ' ·I I ' ;i . I I I ' C A ((p ~ ' , ~ ' ~ ~ J) '!: ~ ' .. ' . ' '. r-'---------------------------------------------,--T"""---------------------------------------------·---r------·--'---------·--------------------------------, 1 ,----------------------------CCNC,,, F"'AV, 9 o;::z.1v1=:~@ r-------------------CONC, CO~EL '8,-n;:.p.:;; • ,, (I'\ SIM, ~ • ,__ ________________ !;!>5.N CH •., E0i) CONP 11/-'-1 .,._, II ...,-o 1111 SECTION e CONDITION •A• ~ ~ SECTION CE CONDITION •a• • .-----------C-ON C-. f'AV,@ WAl-t<.'8@'=>1 M. t----------44 F=-1:.IN F. e.AF:. c.?NT, G lt?11 c?, ~ • .----------:W-4 ~INF. E!>A"' @. IG,:,11 t:?. c--. BLEACHER S'TEPS NOTE: peop. TY" P. N ore..,:a 4 01 M EN<:;.ION', c;.c:,e: CONOITlc::>N ll,o.J1 , 2. • ·o·•,• -':o···· ; . . . . ., : • • V • :--~·--. ., . ··a·n • 0 • y• ·.G:• .• = •.• .. • •• • • • 0 ... . : . . . . . .. ,,r--AL LJM IN I UM <;;EAT F"L-AN~ NCi -'21')( 1011 ,<. / ,07'=> 1,....1.,C>.I...L-1 G-e.c-110N =IF l"?"!:>1"1 )(. L.E:::Nc::;;-HS / I NP I c,p., e.c:;:, Pt-J DWCjG I ..JOl"-1 c:;.ECT!CNS • ~ i"?'?f S,..,-HS. ~ w/..J O I NT COV 5,~. IN ST',t>.l. L-/ MAN U F,t,..C 1"U f<:'ei:z.1.::;;. ~ECOMM SN DATI 0~ - ca.es. '=>Pee.:;.. -----I ~/e,11 o, P. ctAI-V• F" IPE. f'O<&T' ; .A--11,t,-C+-!MSN'T' Pl-ATE:. "'?E.E <;;'>Tp,.."'-lNCj F'L-AN FOF"'- 1..-oCATI C?N"=> -V~I F'( IN Fl~'-P' <1c--.1-r-i------'.211 I I? 'll. e;t11 1.-oNCf Cj,t,....t..V f'IPE.. IN<oS.f<.T <;>L..ee.VE -n,, f<!!SC-plV6' 131:=NCH ~u F"PORT f'~"T-f',b.C,~ W/ E=-)<PA'l'-,) SION t::::i~oUT, l..,A. ----/' ..__. ~ • \ I • • = \ . I = ~ ~- 11,. l(Z 11 -' /. -. ---·1. ~'++ , PLAN 1/2"=1•.:..o• SECTION@CONDITION •A• @ BLEACHER STEPS . II . ' , I ' __ •• _·, __ --~I____ _ t-(-----'c"'-o="-'r-.ccl c=-"'c-· -'e,-=· -=L-...:.1<'.....:.•.c_· "-H-"'--''"'"(.""Lc.:.·-,M..,.'2-'=l--'Co:S:::..'....N::=D:..,,-..,A~1 \0i'. L 6 L -,------+---+--",.-+----z" X 10 1 ALUM! NUH P:..ANKS FOR ATTACHMENT 5:::.:: CONP, 11A 11 • II -11_..-----t--".,----II----5/5 X211 STI.. FI..AT SAR II 1/L ~--+--..--+-----2 X2 PRII..L 16 5HOWN-5PAC: /I 1/4 @ 5'-0''0.c;, MAX, H/Ei:xUAl.. CANTll..EVER. @ EACH END SECTION @ CONDITION "B" 1112":::11'-on: BENCH " ~~ ~lrii@©fr\ll.@3 fJ 1;.t!AWID® AS NOTED . 3 SECTION 1"=1'-0" l I ::2 II SECTION AXONOMETRIC tlDSc 1. r: ~ ld)~VVl~•r.: f fTI 15\\ *~ cr,.1.1tl:)~ PRECAST CONCRETE TABLE AND SEAT AS NOTED APPROVED PUBLIC WORKS DIRECTOR, R.E. NO 12806 ' DAT BONITA CREEK PARK CONSTRUCTION DETAILS DRAWN ~ ~I.Yb/.'@ (,;\~ (;)00)1] ~ ~ DATE BY DESCRIPTION APP'D. DESIGNED CITY OF NEWPORT BEACH @@@if{.i.\ ~' ~{:'.'!Ylr"@;IDr'.:\ ~ {lrilJ~ ~ CHECKED DATE " " " REVISIONS 3/16/87· PUBLIC WORKS DEPARTMENT SHEET, 11 OF 17 ..__ _______________ , _____________________________________________ ....__;~:::;::::;::::;:::::;:::::::;:==:::;:====::::::::~==:::::::~-1-----___..:~'..:.'..:~------L----1-:.'..::::.J__.:_::::_.::.:::::...::::::.:::::.:::::.:_..J.::::'......'....~:...:..::...J P-5125-S i ' . ' • i 1 --------- ' pa:::,-ri~ "=C-HE:-DLJLE FbR FI= N c-E. p.J..L.Ow,.e,~ H A B LAj'E:FAL Hi: Of Fi='N:::.f.: oePT 1-1 DIAM, <:.P. ( f."=>,F,J 1-;2 1-0" ~1-411 11-u,11 IO?' ~'-o" 5,1--=,II -:z_ I_ C.., I I 1-:2 1-0 11 '31_'--,JI I' -c,," ,Zoe;? -:.<4 1-011 ,4 I -=311 -?-'-o" -400 1'2-1-011 ,:z '-.:.,,'' I'-~" ,:,t;'-o'i 3•-411 !'-~'' . FOOTING SCHEDULE -r-~-------)1?-~--------' 1/-1 r, 11 1=' ·p:,p P-AIL(TY~) ~, -(\ I Ii L ' I I 1:1E---------.?." r,r·'F I (IH--------G1l'LV. ~~r:c.L.Dl;CD i-lir".F rANELS-r::;,E~ sr·FCS I I I .• " 1: IE---------031/7_II 1-'ll·"i= Pc><ST I I I 1,1 ,,, I . I I 2 .. . . . f <=>I=" ~-ST"OP ' t UNF"oL.OeD I ., I ' I I I ' ' " .J _j <{ '1 Qi = ; ---·-I -I, Cl I Ir Ill -~ ' ~ , .,..--1 1/41 Fl Fe CNP.) ---,;!><d t-eH CJALV.A!-J1zeo l<la.DE?D i,.l1R& -1--JE'L.-G> qAUqe-<ee-s e.P=s I ti Hilt· .. - - II j1' iv-4" - ,tl~ -llffit~ !11: -' ~ ~ t\ ti \I . 1•!4-' IV+' . 1 o/+' I i/4'' . . ·- SECTION/ELEVATION J-J' (l(IJ---------''--Cv'•LV. 1,--lEc'L I:) e;D WI 1:2.E PN.J F.' L.S- I I ( C ( I C I 'SE,; !=; SPtc"C".°=>. .---+1111---------flf-Jl'oH C-iP-" Dk C I 11 . ' t{ -ti .J \.) -<_ ii r--------1 1/4 PIPE RAIL@ WALL C0NO,-5EE 51:CrlON/ELE\/ATION ( I • ASO\/e: ? ,,-------11/4'1 Pl l,E: PJ\.IL-(TYt~) II I I ' " " ' 't\ • " ro POST SPLICE CLAMP CONNECTION I -t· I I - 1111 • ~ N.T.S. N.T.S. 1111 " • ~ lJ ~ l--'V""-----------------------..... --~"."'.'"--~----------------u-----:--ii-------------------------------------------'!l"'"----=--~--------------------------:-~~-~---.... ~ ..... ---..... _,.---------~-----1· 3 BACKSTOP FENCE 112·-1·-o· 4 LINE FENCE 112·=1·-o· 5 POST SPLICE AND RAIL CONNECTIONS g1::;,~~ ~ ~ ~lfffi ~ ~~,fir§@~(}~ " " " APPROVED t.aQ.JU: PUBLIC WORKS DIRECTOR, R.E. NO 12806 DAT" "J -"2.. 7-d7 ©(;:@© @(o\@11!£{:.\@ ~~ !;li)@IJ @@§u£ !~~@£., @'1\lbll?@@ll'll.i.i ~ 11 .-,., ,~.•" APP'D. DESIGNED '-"""' = DATE BY DESCRIPTION DRAWN {lr/~4!!) ~ CHECKED DATE AS NOTED BONITA CREEK PAR~< CONSTRUCTION DETAILS CITV OF NEl!'JPORT BEACH L-'-12 PUBLIC WORKS DEPARTMENT SHEET 1 2 OF 1 7 , REVISIONS a11s1a,· .__ _____ ___. _________________ , ______________ ___., _____________________ --ii,_ ...... __ , _____ ...,... _____________ _,a, _______________ -n.. ___ ...,_ ___ ..__ _________ _.,-=-=:-:-:~-::J • P-5125-S i ; , j ~7 I 0 ::) ..J < Cf) .::( ..J !Ji 1/1/' -i;i ~1,1" • s/,i' I" I'' l 'fri. ,, z" '/.'' :2,I' " \ 1'/4 I" I ,,... • t'' /'/4-'' I" /ft'' I'' I,, ,,;~'' f3, ---- ' ®9S.S ,.. I :z ,, !f' :z.'' 1,•t'l..'' '\ @PJ>-~ ,rt" :z" 1'14 ,, "1411 ~,4• 104,6 --a:t LI ,CT--\_ u :z" z• I z'' ,:z 1/a." ~,,,, z" 5 I\:._ ~-OO)la4~ ,,, -J." I ,,. I" !'' t" t" ,,, I" I" ,,14• ~I• •!l ~-, .. I" :t" ;i" f'/7." I" , .. ' \ I" \ 0 • I" \ . ADJUST HEAD LOCATION & PATTERN AROUND . SIGN IN FINAL LOCATION AS REQUIRED I" z" I" t'IZ'' POINT OF CONNECTION -CONNECT TO 4" C.I. SERVICE LINE EXISTING WATER PRESSURE: 99 P.S.I. STATIC 60 P.S.I. HIGH DEMAND SYSTEM DESIGN PRESSURE: 60 P.S. I. PEAK IRRIGATION DEMAND: 105 G.P.M. RAINMASTER-#RM:i6E-ID-36 STATION AUTOMATIC SPRINKLER CONTROLLER -WALL MOUNT INSIDE EQUIPMENT ROOM -FINAL ,LOCATION AND EXACT POSITIONING OF THE AUTOMATIC CON- ,TRDLLER SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT :AND/DR CITY PRIOR TO INSTALLATION. 120 VOLT ELECTRICAL ,POWER FOR AUTOMATIC CONTROLLER HOOK-UP HAS BEEN PRO- VIDED. FINAL HOOK-UP SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. ----------~--/ __ / .., lANDsc Q T. ·/", I , '~~l~~!~ _r.;111:f Ii? ~ 15\~ CAL\fQ SCALE 1 •. 40'-0' ~IJCCIH~l~®&[gl~~" ~~~1111 &.-/A\@@(Q©l/~m@ ll /o\i~jgl'~,,,Jo\Wif ;,:,1~1<l;l~Nllii;@il\\!lfil // ~/All//1//11//i@ 1----+ INDICATES 2 BUBBLERS/TREE-SEE DETAIL 6, SHEET L-14-TYP. w;,,_o;';., 1c; 1:..\IQ.J1~11~ l:..\lf;_. 1:..1.1.1(; 1~ ~ o@H {! \~, il(-)1~~ (lfil/411) !,,/41•,, :J1•:¼I (C ip)':, ,; t,\ •~~ •,,1~ <i; ~II\ Iii @oMJl/,I @~®!','@ APPROVED &a~ BONITA CREE~( PAR~( PUBLIC WORKS DIRECTOR: ·12806· IRRIGATION PLAN DATE BY DESCRIPTION APP"D. DESIGNED DRAWN CITY Of rJEt'JPORT llEACH L-13 REVISIONS .CHECKED DATE , 3/16/87', PUBLIC WOR!<S DEPARTMENT SHEET 1 3 Of 1 7 P-5125-S - \ ."I _____ ' -= co ~ h~; .. ;~ n· C) ,.J ,, -:i1~ c; ,, n! ., ::1 " = ~ t;\ ~ ~ ,:Jil ~ :£ 1 4 CONTROLLER . ·. . . . IS" . . . . . . ... ,-, .. ~-AUTOMATIC CONl"ROU.l:R i G 11 1!:-= =-1zo voi:r 1,1,~ IN coN- D OUIT ~--f-CONC. Fl.OOR 1--·.c..· _. -->,-"" • _ __, I I I I I I I I \. } I '-,__-A\ITOMATIC COl-!TROU.E.R 6"5e: ------r,,,>--..../,1 SI-IAU.. ~e. INTEGRAL. CONC. L F'OUR W 1TH Fl..00~ OF 5u:,e,. e,o,,.rn:r,o1,. WIRE To 61..EC.TR. \C VAI..\IE !:> PVC T•T ')O" STP.&.ET "E.U. ~weep eu.. ANO CQNOUIT UH0elai: 01.D!',, -Z1/t." ---- r+--P.OTOR IIE/>.D· SET l'"LU511 WITI-I W/>.L~ OIi C.UP.I!, PVC. SC.II. 80 NIPPLE· IZ" LON6 PVC. T•T ')0° S"TRE.ET E.LL.7 PVC. SC.I-I. 80 NIPPLE.•Tl!>E. ~ 4." MINIMU,,,_ \..ENC.ill 1-- __..)-i'(i\l\ ~J--PVC, T•T qo• ELI.. I -LATEP./>.L LINE. PIPE II.NO f'l"TilHG POP-UP RQTOR HEAD MTS 2 NTS 5 .-,,., ·v·'5TRAINER WJO-, i=;:-8A~.C-~F1DW ~eNTE~~ ~_. MONELsa\EE~ l I~ I~ I \ -l I ,, ~ ,___.___,m:.l; r ~ '0--o' ~ p:.,m,-..... , J - J ... ,-.-'tiJ'·-v:'( ~L.Afil.•-----lll1-" -..-..l .. /2 - -PIPE I ~UPPORT . BACKFLOW PREVENTER ·.e.i : .., :.~-. ..,._ 1=1 ANC.E.D c;~o E.LJ... ;J.~. ·.:: -:,~ .-. ~;;.-. t----PVC. 'oe.llEl>U\..E 80 NIPPLE. 4" ll,IIUMU,,,._ \.i.Nu"l\.l ' Lo\Tl!.11.AL. L.IKI!. Pll'!i!: A~D Fll"TINC,, POP-UP SPRAY HEAO NTS NTS • ~1: .. _ -.. ~ &!i ~- ~~ ~·o~ " .. . . -~ ~l @~~~ 3 6 '4 I" IN LAWN Al<E.66 Z' IN EAOU~O c;o,,a:l AR.SAS I VALVE l!>O)( 7 Fl,lllf>M Gl?A'DE. -~1,h./cML .. i\. Ji.,,.,,, ////././..1 -TO SPl?IIJ"LG.ltS • Alie.LE PIP!. TO f>P&C.IFlliD DaPT!t W 1TH 46• i!-LLS ' COIJ"T'i?OL Wllt~S. _j l't'-L... ___ -i_LJ-...J__Jj-------" ~ •1'1> coumOLLER LMA11J LIUE. S:ITTING REMOTE CONTROL VAL VE ,----4• li~,.13 &REEN Dl>.AIN E,!U,.TE rCURB O" PAVII .. E,, • LolMl!!RE APPLICABLE. &7 • -r-fr=!:::;::::::::;;r_;;;r,~-----, v-o .• ■ • D :o • l :-,--0. ,_ I I TREE I ROoT I B,A\..L I I I __ ., a;J •• '·• • • • • •. '· • . . . - t: ' • • • • a • ., • • o, • • •O •• • ., •• NOTE' "TWO GUBSLE I-IE.AD!, Pl!.R mEE\ EQ. s lr7!Y Eq. 7.J I ~cuRe .. ELEVATION .PLAN VIEW BUBBLER HEAD / DEEP WA TEAING DEVICE NTS APPROVED )/,7 /'J 1------+----l------t---l t3.a/~-BONITA CREEK PARK DATE BY DESCRIPTION REVISIONS PUBLIC WORKS DJ RECTOR R.E. NO ·12806 DAT• ')_ "'l.. ?-B-i APP'D. DESIGNED DRAWN CHECKED DATE 3/16/87 IRRIGATION Dt:: TAILS • CITY OF NE\VPORT BEACH L-14 PUBLIC WORKS DEPARTMENT SHEET 1 4 OF 1 7 P-5125-S I ' ' 1. I ' I I I ' I I ' I j l i I i ,: i ' I I i j ' I I ' ' . 7 ' i ,, ' ' • -~ .··w ' ' '' C ~ I ~ ~ ~ -~ " b -, ' ' ' 1 QUICK-COUPLING VAL VE I 8-Iii PPU: ig see IMIG,ATION 'l>Pl!CIPICATltlN'l, -06.CKPIL\. AND COM"""-CTION <l!!A.'Ulrt!!H~ • ,__----~----------·-~-------·-,..---,,-111111-----·--~----------- NTS 2 ' 1011 F.OUMD VAi.Vi! 80lC~ • W/~1.T OOWN CDl/1:R \ ~F'INl&\.I 6q6.!)I! • \ . t-~ ,11vZZIZZZZZZZJr;?, ' • ~ ~ . / ~ / 1, / I , / , /~ l'.iL -t;:, J / =~:::,. ~-J-o.-EYTENE.ION-LE.N6TI-I PVC. l,\A.I.E .'1>/>.l>TEP. ~1-',1,--,I ,1,1, !/ i,.~ RE(,lUIRE,D ~ J ' '-~ l = I Om[I ..JL--L-----.) fl...__-.dl, ~ -J71-==(l~ REO 0Rl<::K(1'1'P.) -·,: .-.-:, ·.;., ·:, t S" PE/I. C.P.J.V~L i GATE VALVE: 1. ALL POP-UP TYPE SPRINKLER HoADS INSTALLED IN SHRUB OR GROUND COVER AREAS SHALL BE INSTALLED SO THAl THE TOP OF lHE SPRINKLER HEAD IS. 1" ABOVE FINISH GRADE 2. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO ~!NISH GRADE OF THE AREA TO BE IRRIGAToD UNLESS OTHERWISE DESIGNATED ON THE PLANS. 3. THE SPRINKLER SYSTEM DESIGN JS BASED ON THE ~INIMUM OPERATING PRESSUR~ AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNEf.TION. THE IRRIGATION CONTRACTOR-SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS ANO THE ACTUAL PRESSURE READING AT THo IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZEO REPRESENTATIVE. 4. 120 VOLT ELECTRICAL POWEr. OUT~ET AT THE AUTOMATIC CONTROLLER LOCATION SHALi, BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF Tf'.E !Rlt!GATION CONTRACTOR TO MAKt THE FINA! HOOK-UP FROM THE EL£CTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. 5. THIS DESIGN iS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS ~OR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBL~. AVOIO ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANrING AND ARf.HITECTURAL FEATURES. 6. TH[ IRRIGATION CO~TRACTOR SHALL FLUSH ANO AOJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFO~MA~cr ANO TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE. THI~ SHALL INCLUDE SfLECTING THE BES: DoGREF. 0~ ARC TO FIT THE EXISTING SITE CONDITIONS AND TO rHROTTLE THE ~LOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR ~ACH ~YSTF.fl. . 7. DO NOi WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THF DRAWINf,S WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSJON5 EXIST THAT MIGHT NOT HAVE BEEN COHSIDERED IN THE ENGINEERING. SUCH OBSTRUCllONS OR DIFFERENCES SHOULD BE BROUGHT TO Tt1E ATTENTIO~ OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPO~SI&ILITY FOR ANY REVISIONS NECESSI\R'/. 8. iNSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN DETArLS. USE TEFLON TAPE OH TEFLON PIPE DOPE ON ALL MALE PIPF THREADS ON ALL SPRINKLER SHING JOINT AND VALVE ASSEMBLIES. 9. IT JS THE RESPONSIBILITY OF THE.IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHoR SIIB-CONTRACTORS FOR THE. LOCATION AND THE INSTALLATION or PIPt SLEEVES THROUGH WAtLS, UNDER_. ROADWAYS, PAVING, STRUCTURES, lTC. 10. IN ADDITION TO THE CONTROL HIRE SLEEVES SHOWN ON THE DRAWINGS THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE ,OR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFrtCIENT SIZE UNDER ALL PAVED AREAS. • NlS. i - -- SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS G.P.M. P.S.I. 0- El (I) 0 e cb 0 0 e e IS e @ ~ a e 0 lJ <b □ □ 0 .. ..., .. " 0 ,b D Ill □ Ill g & Q,. e M @ -- -------- TORO RAINBIRD l RAIN MASTER GRISWOLD RAINBIRD NIBCO FEBCO· 644-02-42 642-02-40 640-9-6963-02-40 640-9-6962-02-40 640-9-6960-02-40 641-02-40 XP300P-F-07 XP300P-35-2146-07 XP300P-H-07 XP300P-35-2145-07 XP300P-35-2144-07 XP300P-35-2143-07 XP300P-F-OS XP300P-35-2141-0S XP300P-H-05 XP300P-Q-05 308-00-02 306-00-02 304-00-02 316-12-02 308-12-02 304-12-02 1806-B12H 1806-B12Q 1804-B8F-FLT 1804-B8H-FLT 1812-B16H-ISLA 1812-B16Q-SLA 1804-B15F 1804-BlSTQ 1804-BlSH 1804-BlSQ 1402 RM36E 2230MP 33 LVC T-113 825 POP-UP ROTOR --POP-UP STREAM ROTOR -HIGH-POP STREAM ROTOR l 1 l POP-UP SPRAY HEAD l 1 1 HIGH-POP STREAM SPRAY l l l POP-UP SPRAY HEAD l l 1 -PRESSURE COMPEN_SA TI NG BUBBLER 2/ TREE-SEE DET. 6-SHT. L-14 -42 -40 . -07 -OS l -02 B12 Bt B16 l B15 l 57 FT. 52 52 52 52 52 39 39 39 39 39 39 31 31 31 31 24 24 24 24 24 24 12 12 7 7 16 16 15 15 15 15 15 4 -PROGRAM AUTOMATIC SPRINKLER CONTROLLER 15.00 7.30 7.30 7.30 7.30 7.30 7.47 4.05 3.74 3.42 2.91 2.39 5.29 3.97 2.65 1 .32 1. 71 1.28 .85 3. 41 1. 71 . 85 1.00 .so 2.60 1.30 1 .20 . 80 4.00 3.00 2.00 1. 00 .so PRESSURE REDUCING ELECTRIC CONTROL VALVE -SIZE NOTED QUICK-COUPLING VALVE WITH LOCKING VINYL COVER -3/4" SERIES GATE VALVE -LINE SIZE REDUCED PRESSURE-TYPE BACKFLOW PREVENTER -(3") 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 so 50 50 50 50 50 30 30 30 30 30 30 30 30 30 30 30 PRESSURE MAIN LINE PIPING -PVC CLASS 315 FOR SIZES 2" A.ND LARGER, AND PVC SCHEDULE 40 FOR SIZES 1½" AND SMALLER -SIZE NOTED NON-PRESSURE LATERAL LINE PIPING -PVC CLASS 200 -SIZE NOTED EXISTING PIPE SLEEVE FOR IRRIGATION PIPING UNDER EXISTING PAVING"" EXISTING CONTROL WIRE SLEEVE FOR IRRIGATION LOW VOLTAGE CONTROL WIRE UNDER EXISTING PAVING.,... INDICATES AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER AND FLOW IN G.P.M. INDICATES ELECTRIC CONTROL VALVE SIZE PATTERN FULL CIRCLE HALF 192° ARC 173° 127° QTR. CIRCLE FULL 195° ARC HALF CIRCLE 165° ARC 140° 115° FULL CIRCLE 270° ARC HALF CIRCLE QTR. HALF 135° ARC QTR CIRCLE FULL HALF QTR . HALF QTR. FULL HALF HALF QTR . FULL 3-QTR. HALF QTR. FULL REMARKS OR APPROVED EQUIVALENT L-15 SHEET 1 5 OF. 1 7 l I I I 11 I 1\ -! :1 I ' I \ I 0 l: ' ' ,· i 119-~11 60X _ __....--,-- ---"'"' - -::sd:-~ • -• _ . _ -· -~~?~:f2~•f:.~?i:: . .-·;:· .. ·. ~ a: ,•....-----:.t \ /U~ .,.,,-:--,. ,,..,::'·_-•,,..::. 0,.', ,• _.·.,..-'•·,c,,.',<._ ~=w:~a;:;-: qt,, ' '"·' . tf:":····•· -•••• ,' ''} '}'\ ' ;" '\·;:;,, .:::· /ti :·r'.:t:-=./: \( /· :._{._' ,,•:'\';.' :(--::.:::•._:--._:::,:. ,:: •):'-_, :.,'., ,::/:\?·•' •• '. : . '. • • '_.' <:/-'.,•'--'--lK/ -<>·-_·---... : ---••• -_::-~/-_i\•;: :-·---~---_ .,::~i·\1\".' :------.tl:~#,~l~l:& .• ••. ~ • •.. ':)i' 0 ::) ..J 4'. 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'.-;->it·;>'l:0-:...., • ":.:-••• _,.:"·-: •. .-.</.;: : ./\,.,;.;.~-~,,, .... ,: • ;,-~;,; • • ·;y • A·,',' ,r--., .,,-.,,--... --.-............ -... . A -<<l•""-"· ' L~'f ""·· T"rt,,,__tr ·..A~;,n 1 • -'lTt,,,,___.,r'tl~ 11 1 • ,>,...,;,a,., A·-;-" .. :-.' . ~(\:':' •• >.i·?>·-::\ ,.... ' ... , ,Y','"f':::-.:"'-"_~·-.. _,,p i • :~~:,ir; '·-! ..... P' .: J.. ,• • _:: ":'• ,~Ji,,.:.✓-. -:: ,,..-;-<sc-._fij •. •. • .. ::!·~ ~-: .• •• , . .. ,·· ... . . .. '. ·:·. ·,. ._,, •: · .... . •:. ••. :·:-: . . ' . . . . . . :. :, Ii \· .•• •. -·: .. '-..,_ II • 5ANTA ANA. BERMUP/\-:C,TOLONS •: ·. !. : : .... '1'• • • £;· -. :-, .... ._:-:: w• • •• , . ;, I•'•; • • ~--.. , . ·--' . . ... ' ~-.... ···•, . . ·. ·. . ·.·. ,• . .. Itti~;:;:;·:°;-::c.sl:, _-. __ -.. -, ------~----Mce,.;~~L~~ 82--A.\JDI Pl QPA t ~iC'_J::::tA.W J --·-.;,~~~::;,:.'. . .. . ·,. •_;_ ... J I ., ... , .. :-, .:· . I ' •••• ,•,:, • •. -. :; . .. FEL--TA77.JH G ~\ . . .. .. . . : . ·: 1· • . .. ' INFIELD AF!EA-Si=.E: 5PEC~, :. ci --□ . -. . ., r·:_ .. . rl .... . ~ ., .0 , ... ,. . --□:- • • h• I i: . . -: J,.-~ ··c--;::-l-:r-..~~ ,;,f'.j. ~~~~~L.t-:1 IA E=><oNI SNGI 8, 'Flc::.A.Oe-SI I' ::_:;::_~_f_~J\ no O OD ;_i_'_ff , "'-.. t.1 1:.· • Na-rt:". / /."""\ 11 /. ) . }i(\:0_UN.DE'-P:~NT .N Plsel...A~CjONIUM Pi:=-l..TATUM = e, o,c,, <.. T;-r'R'. ·O .. /~•;~:•:: l, --.___ • " • ,.-J.• ::/•=~~. r! if:.<:·... . • .-<.,_. .: . !. # •••• ;. • ' •• -~---._ ... : _.,; • .• i,;,;41'1:.i . □ {\;:.-._i_._; _ _.:_.;_.,·_:._·._'.-_·:_:·;·. __ .: • -·:------..~ . . :.:-:?1~0 0 ~-:..;; . ~----..:.__, • -'Fi .. 0 ;-7~2t\i;;\}'.<,, ,,,.,.,'-./:..Jr ··'·\1·\:._~-:_ -.-:.:, ...... ,. ·-·---:---., . ..__,_ : • i;: • •• :□_ I / 1!J /-f~/·\:~/':•<<,,:; ·,. •~~~ • 1b-~t\\:·-t,,,,':"l·~"1-_:->r-.1::;,\&•<se;,,,.,.,,, ' ,o ·,, c i ;i;{~;::,f{P; I I .{ .... ·.• .--;:·s-... ; .. =..~ff&"---: ... 'DROSE-E:~ SLOPE Ml)(-5E1= 5PEC:5, SCALE 1 • ... 4o'-o· :y,,cg,•,, (i'.l,1@111.b 1,1is 1,1 \'11.; l~l!!l; $ il@II (c@';,11/,\ le!~ ';,I,\ [f;l!\~lir~lilJV.:.\ @:;>@:!'@ I! 11'.S (W il41)) ©oli!l il(!Jl€J@ :l~ ;J/41 0COl08 1---1---.\----------------+--J AP~:a )d DATE BY DESCRIPTION APP'D. REVISIONS PUBLIC WORKS DIRECTOR R.E. NO 12806 DAT -'27-87 "-~~~~~~---- DESIGNED DRAWN CHECKED DATE 3/16/87 ' BON~T A CREE~{ PAR~< PLANTING PLAN CITY Of tJEt"JPORT DEACH PUBLIC WORKS DEPARTMENT SHEET 16 Of 17 P-5125-S \ ~ l ·.!J::> J I I -= ~ ~ ~ 0 ~ I '0 i ,, i ., / -----.-·---------------·-----------~-------------·-----.---~-----~ ----------·---------,-------·--------.---·-----:----:---------:---------------------------- 1 TREE PLANTING • ~' 6 ""6-L:-W11!t:!>(-to' Wt...&6~~ z-+"-='' l!!!C>,,<'-12,' ~s: :;!,(t,' ~ 4' l,"~ Sf'1-'""''.-1-r" PREVAIL-IN,"1 WINO --TF< EE. TR.UN;.::. ~-~RueeeR -ri..:1=. TFaEe 11E: A~ l"IFC,"'i. e,y C:,Ro-ST"RAICiHT 1442, MA:ZAPA PR. t:-JALNUT cRE:.eio::.,~ ~-e,,a c;AI-V. NAll-:5 NTS 2 SHRUB PLANTING X t.i l<,O,,JN OF ~NT ;?:;> ee ,=,~7150 '/2.!' .....,,e,ove Fl N, ~ ~. ~~~e~re;~a.. ToF' (e:eE ~pe,c:e,::, ~--r1Nl~ec;> CjRA-.0€ --F<a:?re>AL..L.,- ~'%~ Fil-I-Ml)(. ~e e,peg~2, =~ML-Y COl-1 it=' AVOIC> 6eTT1.Jt-,Ci ---NAi'lV;. E!:~1--1 1. SEE SPECIFICATIONS FOR ITEMS NOT COVERED ON THESE PLANS. 2. QUANTITIES INDICA[ED ON PLANT LIST ARE FOR ESTIMATING PURPOSES ONLY. CONTRACTOR "SHALL SUPPLY SUFFICIE~T PLANT MATERIAL TO FIJLFILL INTENT OF PLANS. 3. ALL PLANT MATERIAL SHALL BE SUPPLIED BY TH£ LANDSCAPE CON'i RACTOR. 4. TREE MATERIAL SHALL BE TAGGED BY THt LANDSCAPE ARCHITECT AT THE NURSERY OF HIS CHOICE. 5. PLANTS SHALL BE SUBJECT TO 1NSPECTIO~ ANO APPROVAL OF THE LANDSCAPE ARCHITECT UPON DELIVERY TO THE SITE. 6, TREE AND SHRUB LOCATIONS ON THE P[.ANTING PLAN ARE APPROXIMATE AND SHALL BE ADJUSTED AS DIRECTED ~y THE LANDSCAPE ARCHITECT, 7, ALL GROUND COVER SHALL BE Woll ESTABLISHEO ROOTED PLANT MATERIAL IN FLATS OR POTS. 8. BUDS AND BLOOMS ON _AL~ PLANTS MUST BE PROTECTED .AT ALL TIMES INCLUDING TRANSPORTATION AND INSTALLATION, 9. PLANT MATERIAL SHALL BE SHAPED AND PRUNED AFTER INSTALLATION AS DIRECTED BY THE LANDSCAPE ARCHITECT, 10. TH£ CO~TRACTOR SHALL GUARANTEE' SHRUBS, VINES ANO GROUND COVERS FOR A PERIOD OF 6 MONTHS ANO TREES FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE. NTS . z l: r---C~N OF PL-ANT ,-o ee F'I.AN"11:c::, -V~'~ove FIN, c::;i:.:Ac:,e ~~-~---DE:F'Fi:E:SSE:!D BASIN t,-...,-""=::,._.l~--...f---F=IN I SI--ISD c::;'<ADE: ~if-.e--~r--ROOT6AL-~ --SJ..e>Pe ~(----NA,-1ve EA~'i"H NOTES: I, SCAF21FV PL.AN'T" F'IT { ~ST W/ c:::;YPst.J "'1 T.:> =~sR e~c:>M ~ SiDSS ~ W/SUL-PHUR Tc:;:, cc:,veR L-1 c; Hi'l-V 3 SLOPE PLANTING NTS QUANTITY 90 174 8 31 111 224 -~ SIZE 24" BOX 24" BOX 36" BOX 5 GAL. * 5 GAL. CUTTINGS SEED STOLONS BOTANICAL NAME TREES PYRUS CALLERYANA 'BRADFORD' PINUS ELDARICA MAGNOLIA GRANDIFLORA 'ST. MARY' PINUS HALEPENSIS EUCALYPTUS OCCIDENTALIS SHRUBS ESCALLONIA EXONIENS1s·-'FRADESII' GROUND COVER PELARGONIUM PELTATUM HYDRO-SEED SLOPE MIX 'SANTA ANA' BERMUDA COMMON NAME ORNAMENTAL PEAR MONDELL PINE SOUTHERN MAGNOLIA ALLEPPO PINE FLAT-TOPPED YATE ESCALLONIA IVY GERANIUM BERMUDA REMARKS MATCHED STANDARDS MATCHED STANDARDS 80-15 GAL., 31-5 GAL. 36" O.C. TRI SPACING B" O.C. TRI SPACING SEE SPECS SEE SPECS lAND \I> T. i(:f=ii~ ""J/l~I !?"I 151~ CAL\r t--4........,_T_R_E_E_S_T_A_K_IN_G ____________________ , ___ ~-,-N-TS.;..._..,__5__.__G_E_N_E_R_A_L_N_O_T_E_;_S _____ T~~;;;.;~~~~~=~?=;~=~~~~7~6,.::L.::ETG.::E~N~D ______ l_!APPRDVEC;------.-----~---L-~ APPROVED , ,P:,"-=,n '"., ~ /li ~'TI§© , I/ /J BQNIT A CREEK PARK ~--~u~ tJ,t:J,~ • -PUBLIC ~~R!~ 0\~~~~0R-t--. ___ P_L_A_N_T_I_N_G __ D;...E_T_A_I_L_S ____ --1 "' , -2. -11 NOTES & LEGEND ~ ~l!l!,li.':@ {,.\\Y~ ~II@\). , (Ym, ~-DATE BY DESCRIPTION APP'O. DESIGNED DRAWN ~~ ~ ~ ~ @OO!J e=_ -~. . CITY OF NEWPORT BEACH L-17 .. -~------------~ ---.-~---------~-------:-------..l.--------·--------~------..Jl.....~;;;;;;;;;:::::::=~;;;;:;::;;:;:;;;;;;;;;;;;;;;;::::;::;:=======::~::-:::::::::::::_.JL ______ _!R~~:s~~~s~ ______ JLc:HE:c:KE:D_J~DA:TE~-~:_l_~~~~~~~~~-J~::_22_~~.:J _ , 3116/87 PUBLIC WORKS DEPARTMENT SHEET 17 OF 1 7 P-5125-S '' ' ' ! i j -, I I i' ! ' ' i ' ' I ' ' ' i ., ' ' • 1 ' ' i ' I .. _J :--,--- : ~ " ' '.i~ ··-• 1&11 ~ ' ~ • .JU ,·,: '. " -, ' ' '. .. ~ • & ~