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15060 SW SEQUOIA PARKWAY-2 r �� Y ti • I l y .375 R �f4 \178 'YP 1/B YP - 1/8 TYP —�• BRACKET ASSEMBLY ,. COLUMN 2 REDD 144 LG co O co T BRACKET ASSEMBLY 2 3/4 11:" COLUMN 2 REDD 144 LG COLUMN 2 REDD 120 LG - 3 2 Sia _ 4e, 6% 66, 7e, 84, L 96 +) e 49, 84, L. 96 I TYP -7/8 r FLUSH Zz DIAGONAL 2 REDD \ DIAGONAL 2 REDD DIAGONAL 2 REDD C7 TYP 1/8 Z/e t), ;Y CTYP) PLUSH FLUSH J -- --^•� 1/8 ,1.. �t STRJT 3 REDD (TYP) STRUT 3 REDD <TYP) STRUT 3 REDD 1/B r — �� ✓.. t 2 iYP `• I (•� 1 1/2 I -r-� l 1T�/e - }• r 3 1/z t44 4 1/2 =BPS 9ASE t^ 48 BPS BASE k 60 BPS BASE 96 O I I p O I O r.. E REDD -- I 2 REDD - `. t —1L I 2 REDD �30 1/4 REF . .. _1L. 7/B • • 0 • • ❑ ❑ —� O ftw')s. 5 - I 5 5 BEAM SECTION 475 TMC. " r TVP• 1/9 ASTM A570 GRSO �-- 66 66 66 66 54 54 ----.. BfAH SECTION .075 THK. • ' ' _ 144 —+i 144 - 120 -- ASTM A370 GRSO + jw .531 SQUARE - 1/8 R �3/1 LBF356-96 TYP LBF356- 84 FURNITURE AREA LM20-120-48 LBF356-72 " L11130-144-48-BPS pr LM20-144•-60-BPS LM20-120-36 LBF454-96 LBF356-66Aa LBF454-84 LM20-120-30 LM301 12GA ASTM A570 GR50 LBF356-60 eta x { , I LBF454-48 L$F356-42 . r " ' " ' _ FRAME ASSEMBLY FRAME ASSEMBLY FRAME ASSEMBLY - FRAME COLUMN DETAIL BEAM ASSEMBLY _ BEAM ASSEMBLY i -.NOTES RACK DESIGNED AND FABRICATED PER COLUMN 2 REDD 120 LG COLUMN 2 REDD 120 LG X1/8 TYP a7s R 1 U.B.C. 194L SECTNINS 2330 AND 2705, J AND U.B.C. STD, 27-11 - SEISMIC ZONE 4, 1%A \ tE `n\\ co U \\ 3 I 'V7 Lory T 2 A.1 S.I. MH 16.1 - 1985 (RACK MANUFACTURERS Q- - I yt INSTITUTE •-. SPONSOR). ' 3. CITY CF LOS ANGELES APPROVED FABRICATGR ` a LICENSE p1244. r 2 tYP � 'A° uK * I1c FB • 4 VELDED PFR A.WS, D 1.3 BY WELDERS CERTIFIED STRUT 2 REDD - 748 6 2 17/32 STP.UT 2 REDD - 36 120 L t44 1 lip` 6 1 9116 PER AWF `•7ANDARDS WITH LIMIT. FULL TIME STD BASE C 23 BP' BASE AWS CEF rIFIED WELDING INSPECTOR. I 2 REDD DIAGONAL 1 REDD �30 1/4 REF I U I - ° 2 REDD DIAGONAL 1 REDD - r I - r , I 5 WEL WIRE USED IS 045 DIA CERTI 'IED BY CWH TO ❑ ❑ 7/8 - AW� A5.18 CER70S-3) A`:' R wS A51, CEM13YD. 3 wAe 3 3/' 2 I I � ve �-- /9 —3� 1 _ I O CROSS STAKE 6 RACKS SHA!1- BE INSTALLED WITH A 30 IIEEL�� '/ ^ O r fAXIt-JM TOLERANCE FROM THE VERTICAL 79 _r �- ❑' 1 INCH IN 10 FEET OF HEIGHT, I - .531 SQUARE 1/8 RJ �3/4 SPRING TYP -+� 1 5/8 I — 3 1/4 --..� .030 C1075 SPRING STEEL .J + LM20-120-48-BPS HARDENED TO RC44-48 ROW ENDS - STRADDLE ckoss >rnKE BRACr'FT 7 GA TO EX SHALL NOT OBSTRUCT EXIT DOORS, PATHS LM20-120-36-BPS 3 PLACE ASTM A570 GR36 TO EXITS AND EXIT ILLUMINATIONS, � 1. LM20-120-23-STD LM20-120-30 BRS LM201 14GA ASTM A570 GR50 14GA ASTM A570 GR50 BEAM BFACKEI ASSEMBLY SPRING LOCK ASSEMBLY C'-NEPAL : '9TES — - — _ . — - - -- - END CAF' STRADDLE FRAML ASSEMBLY STRADDLE RACK FRAME ASSEMBLY FRAME COLUMN D7-AIL P71✓ S — — --- - ----- -- -- - - PACEP, DETAIL o o +"015 " 7 ^R-- - - - - I I I� LENGTH SEE 5 +•Ob?0 +.000 + .000 , d 0 0 0 o O FRAME ASSY 1 1/2 .406-•000 14? "':17 .—_ __ ,625-•0 0 .296-•005 ,245-•002 _ - .34 ' OFFICE DEPOT OFFICE DEPOT OFFICE DEPOT OFFICE DEPOT 2 3/16 DIA LPTA DIA P.IA DIA DIA `t MAf11MUM 1`FRY155ABLC LOADING MAXIMUM PERMISSABLE LOADING MAYIMUM PERMISSAOLE LOADING MAXIMUM PERMISSADU LOADING 5/8 TYP 3/16 1/E 19/32 DIA - -- �- �- 2HOLES `` 3/16 2 3/4 1 1!4 SOOfi MAXIMUM 300p MAXIMUM 5000 MAXIMUM LOAD PER LEVEL 1 y„ LOAD PER LEVEL LOAD PER LEVEL 2000q MAXIMUM _ r LOAD PER LEVEL 3/4, ' I .34n'O10 1,005 ALL MAXIMUM 90DA MAXIMUM 15000;¢ M�SXIMUM 8000 MAXIMUM I • TOTAL LAAO PER BAY TOTAL LOAD PF^" BAY TOTAL LOA.0 PLR RAY TA1, 5/8 T _+• .1881 .005 T0. LOAD PER BAY �'1 WARNINCI WARNINCI r��.Jr..a�,�.a WARNINCI WARNINCI 4 1/2 .' "" ^""'�""^/«wnr•+.+rr. "-1-- r,.-w,. ..«r 19/32 DIA 4 .b6 v�y.....�,I.,A n..w 3 1/4 i i� ,i. •r«,y�..•.r.....-+ n.+..,w ar~r ++« '.+ ..+w. � +w..,.. w"•`w,....w.'.,r ,�`" 2 HOLES L it 156±'005 -- ±.030 ;3; r+..,w. .r+-.--. I ,156- --1L 552 r..ii r r e+«.w r a.«n.a r rr,..• ..rn.wn r«,y.r w r.r..r«r.oa.�r rrr r _ _ 1.020 !1 . Y Arw ..ea.A „r/y.+w.lrRr R� trM K yw�'•'�«w w e. ww..r r r.wrr. wr r 0 3 -� 3/4- 5 1/2 - 3/4 14GA ASTM A570 GR50 Clnh 'QLD HEAD QUALITY C1006 COLD HEAD QUALITY - s� ` LOAD CAPACITY. SIGN LOAD CAPACITY SIGN LOAD CAPACITY SIGN LOAD CAPACITY SIGN 7 i PERM«NENi LY MOUNTED ON RACK PERMANENTLY MOUNTED ON RACK PCRMANENTLY MOUNTED ON PACK PERMANENTLY MOUNTED ON RACK 3/16 1 1/2 STRUT & DIAGONAL DETAIL PF++�" _BRACKET STUD BEAM SAFETY L❑CK PIN OMINIMUMTED SIZE 50 EN In. OMINIMUMTED SIZE 50 sq" m, MINIMUM 6M F. 50 EN m. MtNIMUM SIZE T 3/16 11/2 FOR RACK MANUFACTURED BY FOR "ENDt CAP'' RACKS FOR STRA.^OLE RACKS FOR RACKS WITH FOR FURNII URL RACKS BASE lOGA ASTM A570 GR40 LODI METAL TECH ONLY 1NCLUDI .G FEND CAP' STRADDLE 3 BEAM LEVELS 3 BEAM LEVELS (BULK PAPER) 3 BEAM LEVELS BASE, 3/3 THK A36 MILD STEEL --- jr; STD FOOT PLATE BPS FOOT PLATE �— "A cl o 'A• ve OR 3/e ;_0 PRO :e LOAD PLAQUES _— _ — D o ° e • o 4' DINE ri BASE PLATE TO COLUMN DETAIL _ I ° . ° 2 1/4 MIN Eq oy EMBEDMENT " k tj.r I�rr.ua-.v-ev: LAI• O !^� � n ` �RI►1M-6o-ers Q rv+K rRN[ � 5• NOM. n � _ _ s_ �/ r OREGON ' °�' ' w 1xwIM-ea-rrs ue�am-a-m Le"o-r-rn ur.,v O 0 I ' n� A A . >� flol 2 Aq9 r,4r V. LK% ram rnMc rw s . .:rr.., MAR 0 19 , •'' ,�.+ .. „u arArs / Auul�rEANe urns wAR usm,I.P, .w LI, rAle laa lare�taS O ANCHOR BOI-T 1." D1A HILTI KWIK BOLT-II c: TIRES 12 3t 9A '.+�" • 9y" / / j�' amus emus e00LrS_ _ as O ' 'AIIT1TBOAS SHOWN AtLEFTIgp ve La ere us mus r °+ _reao_Ln eR O\/ CONCRETE HEARts SLAP I �FN CfF4 200o PSI P. S. Tln a R.C.E. 46233 Ek .3/31/95 Y+ FLUSH E. W. Larson R.C.E. #1 ,� 6 30 /97 a : - -- '°° L" A11 HOP DETAIL , 41 FF sm us p CERTIFICATION em LM Me II M'e=`" 4 TW❑ ANCHORS - y f l ok• it r Aaor_us_emr.CAs _nmiur IAa w 0 PER FOO"I' PLATE Op , (FOUR PER UPRIGHT) w fi.. yi 0 NO. RENSION - :, N+ „ ens Lp man Lae 0 /- SINGLE ANCHOR - o• TE � _t re 'e ar a' --- _ i PFR FCI[1T PLATT O �F ��'��T 1 x13 s r !R P,G.Bax b — ; �, - 7— 9 o Nc, LORI METAL TECH INC, LOK DA�,BA "2.0 V o• Gv trRAsar m �` '-'+ e " -I- -- I I-- • �`At� _. _ (TWO PER UPk(uHT) �wLrasrrR� elww I200 7• ae —� F_av c u I n• OFFICE DEPOT., NC Y' WIDOW AND a mwea RIa RIPAO` r.. ry k STRADDI F PAf;Y° BI II K PAf'FR "TnRAfiF PAY nreetlslt vunAr A e'OtAlr & � PALLET RAC .'a� " THESE ARE ALL LESSER CASES THESE TWO ARE GOVERNING CASES ' e1 rA ,L �h T 1 h �+ i. BEOUOIAPKWY,,WeO _ QCOPYRIOTIb ,►By J 1',pu I URAL DEI,��I � BOP P4aow 1 1 eaAw re eRAw G 1OF" ILLUCTRATIVE RACK LAYOUT AND EI_EVATTIINS BEAM & COLUMN ASSEMBLY — aR. --EST— IF -EST 14 n .ry 1 IF TRIG DOCUMENT IS LE88TI�TT�1 �I'7�'1I7.L ' I p�'I'�' 'I'I'pIry'�I 1996 ' ` °'"x « ! LEGIBLE THAN THIS NOTATI 1N, L- 111 4 I ' 41 �' I I ,.,;^ ��sT 3� -T! IT I8 DUE TO THE QUALITY OF was e•-,�BIE,� k :CHE ORIGINAL DOCUMENT. I ,I I �II I ull iIIlWlilulu�ll.uuluu B 11HI `iildu;l IIIIIWI IIIIIIIII IIWIII Illulll W1�111IIIII�II�Ilulll II�IW I` ` ` ` ` • uu6m�,� FACILITY ANALYS S/SO FOOTAGE I ARE0. BREAKDOWN- 1( 50. FT. 1 BUILDING �W--T ._ 28 000 2 CASH OFFICE _ 8'-0'x 9'-8' 77 3 CHECKOUT AREA L295 4 COPY CENTER 33'-11'x 22'-0' 746 - 5 ELECTRICAL ROOM 12'-0'x 8'-0' `36 6 RECEIVING OFFICE 15'-0'x 12'-0' 180_ 7 CORRIDORS _ 144 8 IANITOR'S CLOSET 6'-U•. �'-0• so - 9 LADIES RE5TROUM 9'-6'x 16'-11' Ic 1 U EMPLOYEE'S LOUNG T 16'-6'x 33'-10• 559 11 MANAGERS OFFICE 10'-0'4 12'-0' 120 12 MEN'S RESTROOM 9'-6'x 16'-11' 161- 13 BULK SALES AREA 3,948 14 SALES AREA 19,897 15 S.ORAGE 56'-4'x 9'-8' 545 '6 SPRINKLER ROOM VALVE IN REG AREA 17 BREAK BULY. _ NO �-- - - - - - - - _ --� 1 B DOCK NO i- ' I � 19 ThJCKWELL YES I 3009 3010 30U 3012 3013 3014 3015 3016 3017 3018 3019 3020 3021 3021 3023 3024. 3025 3026 3027 3028 3029 3030 NEW 20 SLAB THICK./P.S.I. cn 44X144 UPRIGHTS Nl 44:(144 STR/RACK 44X144 UPRIGHTS FIRE EXIT' - { _ 48X144 UPRIGHTS q p p o a DOOR l t3 Nrgu N M ?i f1j N%.0 N\Y N\Y D\\Y 1 22 I mH� m� Wo� %aev x� W°-& m°Ca m-i mom¢ ^3 `� •'NOL ANO: r~ ry .NOL •NOL ENOL rNOC - ,1 ► -. ru ,I Y Y Y Y Y X ]C Y i•i FLOOR FINISH: VCT x cu a a a a a a a a of cr n of oc a n C9 �,a SPRINKLER RISER W/ 3._ _ _ _ _ ' _ ''' 8 f1 v h n n m - 3'x3' FENCE L GATE - -�_�- °C o\ " " \ Pum o\e $oe \ So\L CEILJNG HEIGHT: 17'-0' MIN. TO BAR JC;ST oL of. m : • - •----- -------- N Ny N IN HN NN N N N -y -. ... .. ... .. - _. TO 8'-0' A.FF. S 1 --- ---------------- r SPECIAL NOTES: L R/B - ROLLING BASKETS 1 1 0 2. D - DIRECTORY 1 I N N N N (qy u �N N cu DEDICATED ,' I N 1 1 x x x x c I x alx x I 1 QUAD 20 AMP I 1 m C , C3 � t-1 ,I 1 I = o 4 N© RVINGZO UBUILD LK AUPS ARE bU1LD-UPS. OUTLET 4 '- I ki 1 1 . • _ i C p`L I 1 . . I + a e.l �. o l o 0 o e "p' N 4 1 I v Q� NI S cu N m .O :� . N N S $ SCD .O .pl . • i INry -} ; (FOLD TBL I I- N2 x I I ISPLAY R I N {' n $ i FURNITURE i X4.1 J LLLJJJ L� I I I' I c - - DA'E I BY SYMBOL DESCRIPTION _ 1` I„ - 1 _ LOCK-UP MORS LOCK P DOORS 1 DISPLAY AREA 1 - _ - - - - A f 3-24-94 BJH REV. STORE LAYOUT, MERCK ELEC, i[ 1 I 6A 4A A 1 A 16A 14A 12A LOA 4,_C, I �� • 4 4'- I �•- 1 'AAA' ASSORTMENT 1 _ �._ i �• I' I "- 4'- I S'- 4'-0' I 6 5' 4'-0' 6'-6' 4'-C' S' S' S' 4'- I 5'-5 -x 30X12 ST K s 4'- ' 1� S'-5 6' S' 5' �. _ FIXTURES. TURN DISP AREA LlNEALS• CARPET/FURNITURE, L541 S.F. c �� FAC. ANALYSIS BUS SERV. ^Ev. BULK SAI-ES _ . I� � - ' I 1 I (_MEN'S 6yOMEN'S RESTROOM. I I AREA 1 CARPET FURNITURE DISPLAY AREA I •' +' + ' E10] e I 1 I MGR. rJFF. REG. JFF ELEC RM.. .1 ,' +' +'(3,:48 SF.) I 1 14 +' 13 •' i� +' 1 +' o +' B + I 7 + 6 + 3 ? 1 co r_ EMP. LONGE. 1 I I 1INSERTED SPRINKLER RISER. O i I 80 O O D x _ 010 4-!-94 I C A.U. RELOCATE SPRINKLER RISER_KEY REZ- 'a2 1/4'x 52 1/4' M.O. N33 I I ESK, REV HEIGHT OF FIXT'. 8'x 48' =MPACTOR 1 1 JJ + _ _ _ . ,c I _ . 6'-3'�,29'� 6'-3'Z,4'-0' f x•_3• . -� _l 2' S_2._ , • _�• _ r tt• S'-�'�,�3'- ' S'-3'�1.'-0' 6'-C' �4'-0 f 1.'- �OOR a 48' A F.F, I ,, ` -1" 4'-!' m�3 11• ,J '� � .- 1L�, I I ELOCA BANNERJADD PHONES N 2. 1Q 1L 12 :6 a1, 29Ar 25A ' _3A MA - 19A °4 17A 15A `�- 13A 'I LA� , 9A I `�1 7A _ �� 3A _ 8/1/94 I .+Ea I ODED LEC IN 119. 2=U3 130E 6 1/2 1 '� I r' I F 1307, DELETED EL=C IN 1506. 150", o I: N 12 ,I o o - -� c 1 II a N a 1 I 701 L 1/3 OF 250L REV. CARPET/ _ I _ -_, I I,o I 11 I 1 � 1 � _ Ilm _ I QI I I G._a• ,�' , II _ I I n I� a v o o o a o 0 I � ]L Y u .o �p n i o -�. 9'-7' i i �' L _ -.7' c,, c,•, I g � o o I I FURN S.F. DELETED FRAMED AR e:V. - I z I Q cu j N N N O' 1 ^ n ^ y� i (R Ip. h ^ (`f f'f I FIXT, MERCH L LOC. II'S. I M.C. M.C. I I i 1 o\L oL '� I I S I __-______________ ___ li _ 1 - I H L a. I p 1 w 1 N N cu �n I 3 `� I V I I y�1 t`ai ^ e Ivi ;n ,n o ci ^ n t`; q b o �o I e 'a' N I U `J' . O[ 1 V, I o_ P .n ( uo•, N M ' a o , ^ u i a� r n I Yl c rf I EDGE OF CANOPY ABOVE `I Z 1 C 1 N N N ly ICS N N N A N Ln ru cm Y - Y Ax N $ I J I �u ru cu I CA ` 1 1 (�jf•1 Ot I I N ,ffl cu fu N A N N poi �. I n n Ivi In � �1 � OR T ^ an � In r, n AS m i I o I I M � i C3 qr = NL�d_ N 11I� I W y _ , 1 3g, 218- ` 190. 1 - I 15B. I I I _ 1 I W Gi 1 I mm� `O oa cn m cu C� S�j RI < Q ¢Ri LO <RI 4foal Pf I� + I o O O ' J ^ f j V OC FORK L,'FT _ -\m 1 -------------------------------I p� m�a\ m�, a, �o j m `� " I ,I I Op P ! BATTERY CHANGER . �I`cu O ru Z N N •o cu 1 O v O -' 71-11 : ( - _�,, c• , _,, s _1• 9,_ . i18-�t v I 71 �/.+11��II! -- - 4' I =e5� my 2p� I c Qm � 1 I SH 33 13 LAIDER TO 44X144 U°RIGHTS = I I j' I c_ 18'-0' _ 17'-0* . o� ".1 a?. " ac,% �c �� cu cu N\x r+ I l sE y" r 1 :r.vC B �0 cu ,p�ry �p iV 9 vfoc M- m�.x o ROOF MATCH •T + m ® IyORKCTbL - niSPECIOCORDER 1.000 4001 _40U3 -,' S'-C' '-� ,1 4,_ N ' pyoL = I - ] LQ r , CMAIN ' HOOK - I I v , 1 ISHCWCASE9 4' H. GONDOL 4' H. GONDCL. 34 M GON OLA , ---1 1 r wtr nom- ` J 48' H. WALL $14 M4 1 T _ - -_ I 5'-0' 1 MEN N8 CU MER 3' BASE DEC �3' BASE DEC 13' BASE CK 4003 1.004 4005 � - • 4'_" _�•- _,.. �. I- j EL EC. I OFr ICE 1 _ i R E �-iC'1 I 3C _ I 2C Z q9 q r I --r-- RL�OM MANAGERS I I i I x'o i o"c �_�- -"IJI I .. N N cu z REC, OFFICE* n I o< 1 Y a Q o c i N N of I I 1 X LvJ > ti I 895 IC/� N7 N6 i NS 3 I 3 1 D r--`-- M17 I off '^ �4 Sv+ �" ' o b'q I r _ Z _ }� IW O a I 4' X 4' PLYWOOD iC1 a.w e4aI N1 O v vWi ?W BUSINESS ` �-� ^� u', �v �," " u "3 x 'NOVAR' PANEL 8 L J x m m m o a o J J SERVICE N N N x x l x x 1 WITH TELEPHONE ACK �- ¢ CENTER ,' m m m I r '+ r1 °' `� < < + ' ' BOX FOR PH SE MONI OR 9 -r)' �- �_C i `� ? . --I-- J o= l � lU co ► I�l I = U = 1 I EMPLOYEES W a 1./OMEN e 1 I S3P,� 30X120 4C 30 , LOUNGE >_ L__J C01� STR/RACK n 922 ART � ' 1D ' II IL CARTS N V 66'I�DI 4._8'ID I 4 -T-- - ' c o I NOTICE ,' 20 4011- 4034 9 -I---4008 4007 1.006 CASH EXIT i i ,i rr _ FFISH �, -; 44X144 UPRIGHT$ ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON 4038 CL, 96' H, WALL GZNDOLA _2 H.D. $T ORAG= O 30X120 I , I 303'0 0 ' 3030 301.9 304B 3047 304 3045 3044 FlDENCE AND DISSEMINATION MAY NOT 9E MADE YCTHOUT ,, r .c I PRIOR WRITTEN CONSENT OF THE ARCHITECT- - v/24' .'PRiGHT Ex TEuDERS (TYP) ROOM STR/RACK 5 4012 4013__ RIG +0S 4016 4on 4ola 0' ALL COMMON LAW RIGHTS OF COPYRIGHT .M10 OTHERWISE. 1 F ICRO TV TIME CLOCK - 48'ID 36•I r N 7 1 7 7 7 1 7 F84• I.D. 84 LD. 84' I.D 84' Tn L84' I.D. I 84' I.L. 84' I.D. 8'� LA �J 1 ARE HEREBY SPECIFICALLY RESERVE-D. RE AV V _Jcw' r I t NTRAN c 1 �- --. E C -- _i 4 E C� _ y, -�-- 4'- 4'- - 56'_4• CONTROL JOINT-' 4' 1 NEW ENTKANCE/ (TYPICAL) DOOR WX/T _� EXIT LOCATION I 0 FIRE M❑ I 1 r 1, 5'_0.11. -3' I qjmjc-mlrmz c CONC. PLATFORM DEPOT Xix 71 L -------------------- --- LA��D�IC SOC i / / / / Rad 1 � ! 2 200 0!d Germantown o Delro Beach, FL 33445 OFFICE DEPOT 4077278-4800 Mn M6 le4w 407/265•-4402 (FAX) THE OFFICE PLAC '''AX• �'� 1'12 EDGE OF SIDEWALK ED�iE OF CANOPY ABOVE 37'-6' I 37'-5' 37'-6' a� 37'-5' -. 37'-6' --- _ 0 = DESCRIPTION W cc Q ELECTRICAL SIu-NAL C14 � Pn\V, P PLAN U z LOCATIONLu _ `= v SEQUOIA PARKWAY ®- = PLUG MOLDING TI��ARD, OREGCIN FLUORESCENT LIGHTING 01 TELEPHONE PLACEMENT DATE STCR N SCALE DRAWN � ` 1. GENERAL MANAGER'S OFFICE 12-14--93 1/8'=1'-0' RSK/SHS 2. BY RECEIVING GOOR 3. NOT IN USE 4. BUSINESS SERVTCE CENTER FAX �- 3, REGISTER N1 BANNER LEGEND e o '1NF�LS SQUARE ►- CHECK BY" 6. REGIVER Ne - 03 BBI 120'V X 44 .'41H - 102 A.F.F. (TYP.) z 1,753 28,000 7, REGISTER 04 - 05 BB2 120'V X 44 1/4'H - 144 A.F.F. _ S. SERVICE DESK 9. SERVICE DESK REFUND REGISTER 9B3 16B'W X 14 1/4'H - 96 A.F.F. a 10. AISLE 1 B84 32'v X 49'H - 108 A.F.F. CAD FILE, \STORE\OR\TIGARD\921 -SP 1L EUSINESS AISLE BB5 192'V X 46 1/4'H - 102 A.F.F. (TYP.) 12 COMPUTER AISLE DWG. NO. 1 13. FUR'!ITURE AREA 14. BUSINESS 15. RECEIVING S13FFICE ERVICE CENTER I n S 2 16. AS NEEDED 1- 17, NOVAR PHONE IN ELEC ROOM fj'Lw�if-ti �S BY: .�•:,:8-11-?r�- SF00014 PKWY.,15000 F1UP 940050 2 OF 37 1 I F THIS DOCUMENT T S LESS � � TI � � � � Til 1 T lT 11 T11 I l l TTTjTI i I 1 ��'-•- �y LEGIBLE THAN THIS NOTATION, 1 4 6 I I (� 11, 14 AUGUST 3v 1996 tTIT111111___1__�l--' ' ___ _�_ ' _.__ __l- I I M IT IS DUE TO THE QUALITY OF -. Q _T no.se sr_ THE ORIGINAL DOCUMENT. � B�r�L 16 SSc L T T BI LTAu, 9T � 6T T LT TT T 8 L� 9�9� � IL TI 'IIIIII�IIII1IIII 1111{UIIIIIIIIIIIIIIIIIIIIII 1111111 IUI�IIII III,IIIII IIIIIIIII DIA111L11111lull l Ill ll►l�llJll IUl (III Il ullll►►I uWul I�III�IIIII UIIIIII Iul IIIIIIIIII,111 :: llu1111111111 IIII�iIII 11111411 1 FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN x SO. FT. CASH OFFICE 8'-G'x 9'-8' 77 CHECKOUT AREA L29'j COPY CENTER 33'-il'x 22'-0' 746 ELECIRWAL ROOM 12'-o'x 8'-0' 96 RECEMNG OFFICE 15'-0'x 12'-0• 180 CORRIDORS 144 "ITORS CLOSET 6'-0•x 10'-0' 60 - LADES RESTROOM 9'-6'x 16'-11' 161 10 [JAPUNEE'S LOU 16'-6'x 33'-10' 559 11 MANAGERS OFFICE 10'-0'x 12'-a 120 12 MEN'S RESTROOM 9'-6'x 16'-11' 161 1.3 M" SALES AREA 3,948 14 SALES AREA Y 19,697 AREA 1 � ,s smR" 56'-4•x 9'-8' 545 16 SPRINKLER ROOM VALVE IN REC, AREA 1 B !SOCK NO 00 9 TRUCKNE11 YES 00 _ - 1 SLAB THi(:K. 0'-51 Z ZZ AZ x FLOOR FINISI'I: - VCT SPRINKLER R!`CR W/ CE]L1N0 HEIOHf: MIN _- - - � — • _� \ � 1!'•-0' r0 BAR JOIST -3'x3' FENCE & (.DATE _ �� a M n, = RL' 1.0 8'-0' A,F.F. • (- - _ - 2. D = DIRELTJRY _ DEDICATED Q a cu i _ _. .._. SI QUAD 20 AMP I I o c fl 4, = WING -i iPS OUTLET ,_ , I � Y � 3. NUMBERED BL TALKS ARE Bui-L UP a o L c Y fU � RI tJ Y tl I .. I FOI#2 Y. 8-31 MY REQ .5 8- .5 - - - - - __ _.__._� FURNITURE _ D, UP DO RS LOCK-UP nnnvs DISPLAY AREA I I - _ - FURN DISP AD EA LINEA ' 'AAA' ASSORTMENT �� 4 B� SYMBOL V, S LAYOUT,-MERCK ELEC, LOCK- ''►. + 1 4'. 6, `, FIXTURE LS S7 30X12 STR/RA K. _ _ _ t� -, .. w .. _ _ -� - - 3249 w, I CARPET/FURNITI IRE, 1,541 S,F, - _ W _ FAC• ANALYSIS, BUS, SERV. CEN„ m ' BULK SALES AREA I CARPET FURNITURE DISPLAY AREA I q' 4' [+' EV r --4 MEN'S iw WOMEN'S RESTROOM o <3,946 S,F,; 14 �' 1D 4' 12 4' 11 4' 10 ♦' •I 9 4' 8 4' 7 4' fi 4' 7:3]4' 4' I D"� 1 `i W. LONGE. OFF ELEC. RM„ I �n .......__.. O � — INSERTkD SFRIN!(LER RISER• _ AREA AREA 2 � _ ._ �_ �-'_ 4--1-94 C.A.U. LOCATEREV SPRINKLER IEFIX R,SKEY REC 52 1/4'x 5c 1/4' M, I �..._._...._.....__....�_._... �.......__ -.._._._..._. K, 48'x 48' COMPACTU _6 _3.p ( _ .e _ _ _ .Y _ _ + P•`* �'_ w _ -[) q _ I E.LOCATE PHONES # 2, 10, 1L 12 Ib DOOR p 48' A,F.F, !m I1 5 2 3' 11 53 1 5'-2 DD BANNER ¢ I zg 21A 19A ? 170 19A 13A1�— 11A 9A % g A A - - /94 AEA DDED EIEC .t! 11B, 220".1, 1308 6 1/2 8/1 1307. DELETED ELEC IN 1506, 1507, a Ic�j #1 a iu I 701 6 L'3 OF 250IF i, REV• CARPET/ Lu p I001, FURN S.F, DELETED Ffc.�MED ART. REV, Xtl O O g O h tl _ I N c N cu N IXT, MERCH 4 I_l DC. N'S• M.O. M.O. a ° o l i h �� cu r, cu a - - 1 S _ I 7 ,.a fli rL N •I f�l i' Iig N b In D I Iuw •'In' i (� I ti P ` Q - I ` t` n r N I'• IIS EDGE OF CANOPY AIOV-' cv `* I "' a a cu J cu , M z .� v m �•: m w r a 1 nD a N ,u .. a `aI vD z d u r I I o 0 -► w I ^' N in in v HI---- !'I > I / ( ( ' ca 23 . 21B. 15B. ul Y W I A pi �c 4 x ' 0. 2-1015 w1 zJ Icd 3'.r ai 0.12Jim a L) FORK LIFT I ou rn r � O W � a• RR`�7 tlo�. �NNN�119111 0�• w o a � T h CBATTERYHARGER — __ ___ �. J env, .r � N 0 41u %D15N �o cNu 'Daruu � r-T1-ilL3 LO Lo I � r. , - _ X38 zi .- ' =ML q_3, _5328 rowra as \ B 1N LADDER TO SC�e s Is,_01 17'-0' ' 1 0�• oo, Vic p E W.C• ave i ROOF HATCH - D. C. �0 �0� %0 0) rNu uj ® �� LOC OF Y WORK EL "v SPECIAL ORDER 4000 4001 4002 ® - ' 6'_0• - 4'— + -p` CHAIN BOOK H.IWCASE 4' H. GQNDOL 4' H. GONDOL 54 H. GO OLA ai>NeT I `"--43' H. WALL #14#4 3' BASE DEC 3' BASE DEC 13' BASE DECK 5'-0' — MEN `-_11 #s CU` MER ao03 ao0a __ 4005 4 6'-a' c ' 6 p` ;4 2c, p �0 ra 1C , d ELIC, OFFICE �° _ R E •I ai , ai ROOM MANAGERS I� # REC. OFFICE L N I IDS} LAS o a y rn rn n, c I �, cu #7 #6 �j #5 M LnLD N cu a, 1 5 I M / M1 K SK fC I I In #+l I _ , _ `v L1 - m - �� ,nom �,n �' ' c' G as �, , .' zn pti 4' X 4' PLYWC v ifD I w cr ami w #1 N y ? 1JUSINESS 4 �' u� � ao � U m C I •i tIa Cl P1 M cn M M — 'NOVAR' PANEL d SERVICE c a ria o cXD I J d WITH TELEPHONE JACK :o VI w¢ CENTER = • s + 'J' BOX FOR PH SC MUNI OR N g,_ - I �- I T'� n i' �D EMPLOYEES w� A WOMEN I I 53ae 3ox12o 4D 3D u �n in )a G, COPY MACH, STR/R.ACK BB` f�T LOUNGE • U-,I L CARTS 6•ID as•.D Extr - All ARCHITECTURAL AIL LrIGINEER DRAWINGS ARE IN CON- 4011 4010 9 4008 4007 4006 CASH / FlOF]rCE AND DISSE�t11NATi0N MAY NOT BE MADE WrTTFK)UT ,_ • o AN. CL. 96' H. WALL GONDOLA - 22' B.D. STORAGE OFFICE �'; '�' �? I - , , / PRIOR WRITTEN CONSE ' OF THE FRCHTTDCL - W/24' UPRIGHT EXTENDERS (TYP) ROOM �' ,10, STR/RACK in w 5 OF AM OTHERWISE. 4012 4013 4014 4015 4016 4017 4018 -- ARE HEREBY SPMFIGALLY RESERVED. REF, WAVE VCR TIME CLOCK 48'tD 36'I• cin ENTRANCE D 7 7 7 7 7 1 M al CONTROL JOINT,/' NEW (TYPICAL) FIRE EXIT MO, I EXIT LOCATION DOOR W/.—� 5'-0'x5'-0' Office CONC. PLATFORM � "VWK DEPOT . Inc. DN / I � / / 2200 Old Germantown Road �elrla/y Eleach+ FL 33445 OFFICE DEPOT NEW N.C. RAMP r 44) /•?78-4W0 MAX. su*c 1'12 EDGE OF SIDEWALK �--- EDGE OF CANOPY ABOVE 407/265-,4402 (FAX) THE: OFFICE PLACE 37'-6# 37'-6#' 3T-6' lo IX I r 'pp�g�U�tK FLANENT / N LOCAnou SEQUOIA PARKWAY = PLUG MOLDING Y.aw,..LDrDy = FLUORESCENT LIGHTING TICARD, OREGON ® TELEPHONE PLACEMENT 2&M.__ DRAWN 1. GENERAL MANAGER'S OFFICE 1P.-14- 93 9P1. 'CK%SHk 2. BY RECEIVING DOOR 3. NIT[ IN USE LINEALS UARE FT CHECK BY ; 4. BUSINESS SERVICE CENTER FAX BANNER LEGEND AREA CALCULATIONS 5. REGISTER #1 .. 6. REGISTER #2 - 03 BBI 120'W X 44 1/4'H - 102 A.F.F. (TYP,) AREA 1 = 5,9531 SQ. FT, 7bJ c08,000 7, REGISTER #4 - 05 B112 120'W X 44 1/4'H - 144 A.F,F, AREA 2 = 5,9791 SQ. FT. 8. SERVICE DESK B83 168'W X 44 1/4'H - 96 A.F.F. TOTAL = IL932± SQ, FT, a / 9, SERVICE DESK REFUND REGISTER CAD F il_EI \STCIRE\OR\i luftii:L\92'- 10, AISLE 1 BB4 32'W X 49'H - 108 A.F.F. ter' 11, BUSINESS AISLE BBS 192'W X 46 1/4'H - 102 A.F.F. CTYP.) 12, COMPUTER AISLE WG. N0. 13. FURNITURE AREA 14, BUSINESS SERVICE CENTER 15, RECEIVING OFFICE 16. AS NEEDED 17, NOVAR PHONE IN ELEC ROOM SEOUOIA PKWY.,15060 BUP 94.0050 3 OF 37 IF THIS DOCUMP•.NT Is r,>;ss ! r1T T r 11111 rjT rj11ll111IT1111L1jfr[TI1_j1[Tp1 IFsGIHIS DTHANOCU THIS NO'1'A'I'IOiJ, 4 61 L � 11 I 11 _ _ 1 AUGUST 34 1995 IT IS DUE TO THE QUALITY OF'4. e,:Z9r"' THE ORIGINAL DOCUMENT. �+ 111t,11:1- IIIIItzi,IIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIfiltiviii-iIIIII IUIIItnIIIIIII IIIIIIIII IIIIIIIIiI!!IIIIIII IIIIII I ll11I1!ll TuT111iM&1&, ue umill�1iIUII�jl 111i iilllllli�►III dlu�lli Illi iJI,iiluii CL � p N m N 77 a o� a 9/P14-OCICO m 0 ' n a O 4 1 O • o0 • i Is�Q-mow- ° H BY. -tri_ 5 may. Q 20 / l len°nl �"••� v N a� MNNi z 00 V om Q ub OZ W Y Ln O 0 STORE # 921 0-ma- O CL. g � U a GARD OREGON U a Q /�_._ _��/ _ -- --�`v ✓ SHEET INDEX C-1.0 COVER SHEET OWNER _ MECHANICAL DESIGNER/CONTRACTOR ITE WORK�� Q) PACIFIC REALTY ASSOCIATES, L. P. PROTEMP ASSOC. , INC. SDI ITE PLAN CL Q)8O . NE COUCH ST. sD2 GRADING PLAN w (n 15115 SW SEQUOIA PARKWAY sD3 UTILITY PLAN STLAND, OREGON 97232 SD4 EROSION CONTROL PLAN & DETAILS D UITE 200 POR 503N 233-6911 sD5 SITE DETAILS 11) PORTLAND, OREGON 97224 ( ) sOs WATER QUALITY PLAN & DETAILS W (503) 624-6300 LANDSCAPE U L1 LANDSCAPE ARCHITECT AND IN i ERIOR DESIGN PLUMBING DESIGN_ ER/CONTRACTOR TECTURAL SHELL O -- —� Al FLOOR PL A2 ELEVATIONS MACKENZIE/SAITO AND ASSOCIATES, P. C. DEAN WARREN PLUMBING CO. ,;,;�„ 3 WALL SECTIONS PO BOX 69n �9 3111 S. E. 1 .-)' TH DETAILS PORTLAND, JREGON 9-1 7 201 PORTLAND, OREGON 97202 STRUCT AL SHELL (503) 224- 9570 (503) 236- 4152 S1 FOUND,"O ROOF FRAMING PLAN S2 ELEVATIONS & PANEL ELEVATIONS CIVIL/STRUCTURAL/TRAFFIC ENGINEER FIRE PROTECTION DESIGNER/CONTRACTOR S3 DETAILS ARCHITECTURE INTERIOR MACKENZIE ENGINEERING, INC. DELTA FIRE F-1.0 FIXTURE PLAN J` PO BOX 69039 14795 S. W. 72ND AVE. v A—L0 CONSTRUCTION PLAN DATE: PORTLAND, OREGON 97201 PORTLAND, OREGON 97224 A-3.W DOOR JAMBS, DOOR TYPES, DOOR FRAMES, 2/2/1N (503) 224- 9560 (503) 62.0- 4020 A & SCHEDULES (WEST COAST) I, DRAWN BY: —4.0 HANDICAP REQUIREMENTS a/l°/µ .-.-°. KVB\SLD GENERAL CONTRACTOR ELECTRiCIAL DESIGNER/CONTRACTOR A-6.0 DETAILS & ELEVATIONS A-8.0 VESTIBULE, WALL SECTIONS & DETAfLS CHECKED BY: DRW BAC�IOFNER ELECTRIC, INC. L = REEION HL GREEN COMPANY, INC. M1 FLOOR PLAN — HVAC Ili CLOSING 15115 SW SEQUOIA PARKWAY 55 SE MAIN ST. M1 DETAILS V, DATE: SUITE 200 PORTLAND, OREGON 97204 2 ROOF PLAN — HVAC 4 4/3/15 94 PORTLAND, OREGON 97224 (503) 233-- 2006 L X 4/22/94 (.503) 624- 7717 Pt PLAN AND RISER DIAGRAM 6 5 25/94 FIRE PROTECTION TENANT FPI FIRE PROTECTION SITE PLAN & BUILDING SECTION FP2 FIRE FROT'ECTION TLOOR PLAN OFFICE DEPOT, INC. ELECTRIC _ 2_200 OLD GERMAN T OWN RD. Est SITE POWER & LIGHTING W1�Y .Wm """'�� DELRAY BEACH, FL 33445 El POWER & ft E2 LIGHTING PLANAL PLAN =� I ID ATTN: PROJECT ARCHITECT E3 DETAILS SHEET STEVE KAHN E4 RISER DIAGRAM ( T) (407) 265- 4437 MECHANICAL/ELECTRICAL _. (FAX) (407) 265- 4178 ME-1.0 NOVAR ENERGY MANAGEMENT SYSTEM c — 1 . 0 '� _ — --- '-------' OF in REVISE:"] SET 5/25/94 293457 1 u OFST .,low AS ISSUED TO THE CITY �- 1 996 I — IF THIS DOCUMENT IR LEES I�I��I}'��II'IIII}��I�'1IT' I1l�T It}{'�IT��IfIIt1 It}I }�I III7'��7I I�'T{ {IIS C I LEGIRLE THAN THIS NOTATION, �I �I •I7 111 t•I I ++I I— AUGUST .30 1 IT IS DUI. TO THE DUALITY OFll_ y, IME ORIGINAL DOCUMENT. E L L I �t [ I I t I [ [ I d S 9 f t 7 30X !!!luldu!L;I!II!u!!uilu!Illdllu!u!IIIIII!IIID!!!!IIII!IIIIIIIIIII!IIIIIIIII�!Illlilllt�lllllllll�llllllll !uIJ!ml ! u�:, , l KEYNOTES 1. 5'-0" WIDE STRIPED °EDES FRIAN WALKWAY - 2. MAXIMUM 296 SLOPE ALL DIRECTIONS AT )ISABLED PARKING TYPICAL 3. NEW 40' WIDE C(,MMERCIAL DRIVEWAY. SEE DETAIL 7/SD5 I w rn 00 4. VAN ACCESSIBLE LISABLFf) PARKING 1- 0 � 5. DISABLED PARKING SIGNAGE PER CODE, MOUNT ON BUILDING SDI Q m I (� I I �� 7. POLE LIGHT - DOUBLC HEAD SHOEBOX ON 20'-0 ALUMINUM POLE TYPICAL = c I I V 8. SLOPE WALK TO PAVEMENT PER CODE FOR DISABLED ACCESS TYPICAL (MAX. SLOPE 1:12) 2/SDI C� � x 00 9. 5' -0" WIDE CONCRETE SIDEWALK (PRIVATE). SEE DETAIL ,/SD5 I 0CD C 10. PAVING LINE (A � rn 11. TRUCK WELL (/) Ln a 12. BIKE PARKING I Q ° CL ' 13. MAIL BOXES 14. EXISTING DRIVE I o� c 46ij Q f { 1 15. EXISTING CORPORATE SIGN 0 L+- 17. NO PA DK NG/OADING ZONE" SIGCONCRETE SIDEWLK N, SEE DETAILS 1D1/SD5,ETAIL 7TYPICAL OF (4). SEE Al FOR Q • � _ • LOCATION. crn 18. 2'-0" HIGH YELLOW REFLECTIVE LETTERS. Q _ - ---- - - - "- - - --- - - - -- ---- - 19. 1'-0" WIDE YELLOW REFLECTIVE STRIPES. - c � 0t - ---_ _ - 3 -RCI I p - - - 20. 6'-0" WIDE ACCESS RAMP. 21. 1:12 SLOPE AT ALL SL^FED SIDEWALK AREAS, TYPICAL OF (3) AT FRONT OF BUILDING. 3/SB/94 w p O N 22. FUTURE WALK. • m Q'N 23. 4" YELLOW STRIPED ACI,-SS TIE TO FUTURE SIDEWALK. N 6-M f- - 0 0 �� c+ PROPOSED FUTURE I w ? 3 1 SITE CRITERIA Ln TOTAL LUT BUILDING #235 BUILDING #236/#237 I Y U vi v I 21 - ------- -__ C - _ I -Ti I I _ SITE AREA 5.35 AC 232,920 SQ. FT. (2.67 AC) 116,368 SQ. FT (2.68 AC) 116,552 SQ. FT. Q p I I S ( ) II 'I I 14 BLI;LDING AREA 53,000 SQ. FT. 28,000 SQ. FT 14,582 SQ. FT. c 0 a a L.1 LANDSCAPE AREA 54,285 SQ. FT. (23.1%) 26,856 SQ. FT. (18 2') 21,283 SQ. FT. I PARKING STANDARD 176 SPACES 96 SPACES 166 SPACES ,p � TELLER LANE #2 _-_ � - ��- COMPACT 81 SPACES 40 SPACES 5 S''ACES ~TE L L F 1 I� LANE � I I DISABLED 7 SPACES 4 SPACES G SPACES _ 10 TOTAL (5/1000) 264 SPACES 14- SPACES 177 SPACES Q - - ----- -- - __, 120' I ? Sl I c [� � 3 FLOORS lam' -- 2/16/94 � w LA I - 7, 200 SF EA, l.n - - -- --- -- N -+- �, 4; _ - -- DO o -- - - ___ - -------- - -- - LEGEND - � 0 12 (]--{-� POLE LIGHT - DOUBLE HEAD '- 0 L- -_ - ---- r - HEAD TT I I ❑ POLE LIGHT SINGLE ^ U 0 m - 5 5 5 5 -5 5 -- J 5 5 5 -5 - -- -__ - ------ ---- nn - 2 RC1 I l..l. w --- SD, - -- -- -- -_- I i AREA OF WORK � 10 _ 10 -� I TO PORTLAND` O - I PACI�IC !INTERSTATE ' R \ c"i AREA OF WORK CORPORATE I RECON THIS PERMIT 11; CENIi R PARK ESS Flu r? II c VT � l` S�l `_�� ( (_ 7 T 1 � OREGON BUSINESS - 9 - 9 9 _ 0 9C 9C 9 g__ 8 I = r--.Z `�y� C' -- PARK I \� l - - -- - ---- 6 --_ r _- y.a/ p �--j o \ 4.J' _._... - --- 26.0' ,]�_6� 1 ' P TR r 2 - -* �I`--- -moi` I �` Ac US w _ -- BUSINESS Q - * TYP. 3 n+ i� _ _3 .0' - - M,.M, -- -� f]^SOON `�� 1 8 - - - BUSTNESS'`\\ CENTER PARK It \ ul -�-n 00 w • ----- ' ._ ,------.'j/ 1° NSM �� __ ``�-- "1 tui' - L I Q - ■ • I A iO.Avr wmpup" nW V I - 20 P18 1y 20 21 12 ��0 18 19 AREA OF WORK L FUTURE - 1 4 � ca ','•� � THIS PERMIT I C / -._ ------ N . v 23 ,-�---.�-.�--.__. !�i�CLL 1 1 o I 2 112 � ,ac VICINITY MAP 1 5 17 --- - - \\ 22 PROPOSED BUILDING 235 # of � - f 3 RC1 ` � :. •V for OFFICE DEPOT #921 R8C_ I o FIN. FLR. ELEV. 175.95 501 S Z 16.0' N 2g pOp $Q FT 3,---�ts/g4 DRIVEWAY' ENTRY FLAB AND STRIPING 1 , * - MODIFICATIONS. SEE SHEET Cl (WEST 265.0' S3.5't 22 DRIVTWAY & SIDEWALK CONSTRUCTION PLAN). --__ --- - ALL WIRK IN R.O.W SHALL CONFORM DAA• 3 lotI SDt _ I TO CITY OF TIGARD STANDARDS. 9Ok S/25/91 DR.�WN BY: \ t, �,.... ... _ ._ _1 BK\SAS\SLD 1q K_ GRIDLINE D-1 GRIDLINE D-7 °' _ - - r- J 4796.69 N 4571,69 CHECKED BY: - 71.0 f_-_ _ E 4318.75 F_ 4319.91 00 REVlSlON V) EDiTION CLOSING rC/I'5 RCESDt a uDATE: SU 1 4 ;• i _ - 28,00 -_ _ - -+ _ -- i 2/15/94 LANDSCAPING y_ � -- .��00 2 2/21/94 EASEMCNr ® / zi;p0 =--- O 3 3/16/94 LINE .✓ � ' 4/4/94 _ O - _ 5/25/94 - -_1 -_-_ "-- /.___-•- ___1_ ,/- MACKFN,'Vl.;AITO A ASSMI iF.S,P C. 128't� !"�� y�� 104_. All.RldifS RESERVE. _ -- __� - �� `� ,� � / t�ACKENZIE/!SMiU ASSOCur S, °' e 0 _J A)ANP MI NOT t0 8E USCD OR P� i -y---._•-- TNESE D, NOT TAF. MT PROPER" 4 CO _ 30+ 6.57 _ �_.___-----_ -- _f.�__-1 --� fD COED IN ANY MNINER EYOEPT WITH TME (D -r•,T - ��44 7 - ----'- - PSHEET HRKjR WRRTEN I+ERMiS�10'��OF M/:J �� ,- � S H E E T N 4897.92 -E 4203.01 cb" �_� ,, __ SITE KLAN _ SD 'I 1" 30.0' 0) \ - nF 6 -- N J1�R N0. L I O s�ouola PKWY.,tsoso I REVISED SET 5/2�/94 � � 7 6UP 94.0950 AS ISSUED TO THE CITY � �g 3 a 5 Q 5 OF 37 - - _l T r T , T -r�T��r��r�T�r� I 1� TT' t r i TTr T r T r T 1 T 1 r r - I , 1 IF THIS DOCUMENT IS ..ESS �1 T } �_,.I I' I 1 III �T. 1995 f I LEGIBLE THAN 'PHIS NO'CATION+ L-� 1 4 I - --_ _' I ' 7� I 'JI ' 10 I ` 11�I 1 � AUGu� + �� I'1' 1S DUE TO 'PHE QUALT'1'Y OF TT N0.96 111 THF' ORTGINAL DOCUMENT. �p gZ TLZ 9 Z Z f IZ llIZ �I 9I L[ 19T 4T 1S7u�l ZT TT �LITJII II V,,,,IIlEllIII1III IIIIIIIIIIIIII1IIIIIIIIIIIIII IIIIII II;1IIIIIIIII IIII1 Illlllulll !!! 1 !l ill I� I►I 11I�I I Illilll 1 I �ilil�l 11 1►II�II1111I�II�III� ,>dttttttttttttt�ttttttlt► GENERAL NOTES 1. SEE SHEET SD3 FOR GENERAL NOTES. LAJ °' `u f- Q N t i U x 00 OTES I �' C m M GRADING N --- - - ---- _- � � o Q •o CL 1. ROUGH GRADING- BRING ALL FINISH GRADES TO APPROXIMATE LEVELS rn ! _ .. INDICATED. W:1ERE GRADES ARE NOT OTHERWISE INDICATED, FINISH GRADES � c a,V) < I _.__. - ID • y ��-- �� _,. •. ,_ _ _ ___ - ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS } E3i.S} Jw GRADE 0 ADJACENT i ST UCTU E GRADE TO U 0 _ rn� G p F E STRUCTURE. D UNIFORM LEVELS OR SLO 0 � I - CORPOPATE 0 "� "I .^«1 0; BET\VEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AV " __.... q T,,,,,- .. - My __ ABRUPT CHANGES IN LEVELS ROUGH GRADE TO ALLOW FOR DEPTH OF L o ^ J CONCRETE SLABS, WALKS, AND THEIR BASE COARSES. GRADE FOR PAVED I Q r n u^> »._,_ DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, AND PROVIDE OR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THIO NESS a u c r: N F SURFACING FMATERIAL.0 K li l a o cv 01\IIS GRADING: AT COMPLETION OF JOB AND AFTER BACKFILLING BY - ' m \ -- =r• - - -_ OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH v M OTHER CRAFTS o lo HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. Z j •.-_.,_ - EASEMIC`t i _ GRADING TOLERA;ICES: c� -0 r ; I FOP I;it,l� -- ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: 10.1 FT. Y FINISH GRADE PRIOR TO PLACING FINAL SURFACING: ±0.03 FT. U t o c _ ........ ._ .__. �._. . �. a o a a /`'`, ! 2. EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO '»• ` - . `� \ � _ _�_ SAND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND �r SIZE .�-- • --�..• _ I "� FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL. "" '�, �`'`�-. EXCAVATORS MUST COMPLY WITH O.R.S. 757.541 THROUGH 757.571; �\ `y)�� ! + - - '', `�•�` �. �``'. �� - -"� EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATi AGE TO I \ . •. - ___..._ ~� T TART OF WORK. DAb • ! »-^• ••-....-, a •.. � \ '`��.•,_ •- -• '`•� SEVENTY-TWO (72) HOURS (MINIMUM) PRIOR 0 S � � t�' ! �`\�. ----- �,,,.-__-•�.'ti ` �^ ` �� `�` �,.,,,,-"- ---- •- .»____ _.�._.�-•,,,.,___,-,�•„•• � �- ---••--_.._- �,r. _ `"--« -. . _ �,`, -_... UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDER'S EXPENSE. 3. EFFECTIVE EROSION`: CONTROL IS REQUIRED. EROSION CONTROL DEVICES '� '' '`• � � '. \ l� � ``- _ ~� MUSTBE INSTALLED AND MAINTAINED MEETING THE D.E.G. REQUIREMENTS. HE CITY MAY, /,T ANY TIME ORDER CORRECTIVE ,.-TION AND STOPPAGE OF � �,�� „� .,•� \ •\ .,\\ ,. \ �`•.,,, � �,,,- .. ,,, WORK TO ACCOMPLISH EFFECTIVE EROSION CONTR01 . U Ln O I � ,,�, � \.. �,,,, •• M *`,I ,....-•••'' --�„� -""--.__ 4. EFFECTIVE DRAINAGE CONTROL 15 REQUIRED. DRAY, .;E SHALL BE CONTROLLED WITHIN IFIL '^!ORK SITE AND SHALL Ljc SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC FROPERTY, AND THE RECEIVING I N -�- j ( `' \•'� �` »''r! �"" ---•-. SYSTEM ARE NOT AOVrPSI_LY IMP4CTED. THE CITY MAY, LI ANY TIME, ORDERrj CORr,. CTl'VE ACTION ANG STnPPACF OF WORK TO ACCOMPLISH EFFECTIVE I } ►� r_ Ii �. .-^ ( DRAINAGE CONTROL. Ill � ' ` -`"�''•.'• ,',\ •� • ~'1r v1 � �... � � � 1 l� ""�•»^.,,._-._ ___a_ 144 1 tJ « 1 I l ` � '�'-.,..,r �`, .1, � •�. "• '•1.. •.• �'^..»_.._•_w..._.......r.......«.r_...n,n.v--.-_...,..,n.•w•+.nr..•w .•w., _.++w�,...-..._ --a_....rr._r• ; /n-':•-�-% -'-\- - \�,^-�-` �-�- - •� 119 .'...`` Lis ..�.._..._ .._.-. .. .. 179_0 179.00 17 HBc rA • • eat I r �1 ! Oji l _ ' ... j .._ In rl 1 `11 CB _ CB CB -1 4.7 Nil R =174,70 _....I I ` 'a..,,.♦,..1. - r�6 � �� \ IMI__._• _ CB i �' ) RIM=1 5. 6 yam;. _._ • ■ • 17 �'/ 175.50 r11 75.20 t 7 J / 175.45 I (4r.; �- I FL r / CD i I RIM=1 .60 . 1 CB �s �s S ��7� S RIM=174.7D� ` 1 3.60 17 30 RIM=174.70 17 174. . 1741 17 05 x'75.,30 TC1� 1 175.25 w 30 G CB 175.$0 TC 175.65 rc I /�.f `► - Rl =173.7017 °, _ 5 J 175.80 TC CB \, 175.80 TC 17 � 175,30 G 175.45 TO C RIM ! 17 40 4' 1 175 0 114 , I �• ^... ! { Lj 17 17 \1 -/ ZC 1 17 0 UILDING 235 17 .O5 PROPOSED B D \ 4 SD2� for ,,FFICE DEPOT 9�'1 I IDs CB _ 17 .11 �t2 I 4/4/94 175.85 TC 5/25/94 r 1M-171.90 ' 1 175.40 FIN. FLR. ELEV. 175.95 3 RC2 .1 _ j, ..• r'- + 11 T-SD2 LZz"30 CB DATES-- 16-94 �'� - 175.80 - M=169.50 --. __._ 2 "2 94 . r. I I 175.85 TC 17 0 t / �•„�`` _ 17 .35 C� I a DRAWN BY: 17 1 5AS\KDR\SLD / L 175.00 TC ,�' ...-••,� ' CHECKED BY: 168.31 TC 74 r 115 691 'w.. KJI\\MAP\DRW - ~_.`_--" .: I r4 i ��ti1f) CFi/ •" �/'" ,� J REVISION a EDITION -- 111 _ - CLOSING 1rt CB 170 - ,.o-' .� � f DATE: -. .. .. � � RIM=' 72.80 �� 169 fes..•• �� - `"`'-`-_-•, � Z 167 / ,�'� _/�f 26+00 1 x 2/15/94 I ��_ _ -4 --� BTM.=166.75 - + - - I I '•' �, �s �0 1�o,Y--- �� ---,._._'____._--•----ice --`--�00 Z X 2/21 9 - _- I f ( !✓{�j 110 fir-- /�-� x�+oo --- t s8,o?J -` --- 3 "3/16/94 0'001 -55 - 4/4(9 . • ` , 4 4 _______---- _ _ _....---_ 5 x 4/22/9 4 J 169.88 20}pOI� f �� i'' � . •--"" 1993, ALL RIGHTS RES'ERYED MACKENZIE/SAITO! ASSOCIATES.P.C. :_- 170 42� -^` �, - o 52%+ -- 165.58 �' THESE DRMY NGS ARE TME ED&RCE OV O - MACKENZIE�SNTO Ac ASSOCIATES•PC(M/5 ^''� ' A)AND AR� NOT TO BE USED EXCEPT REPRO O 3 6 53 .0050% 30+� T OU-CEJ IN MERMISNER OF /SAWITH THE - �, _ - -'�`•- ---1'_ f- .. ' 'SHEET WRITTEN PERMISSION OF M/SA GRADING PLAN - - - - - - - _ -- - LEGEND------ --- SD2 - . _. _.__._ _.. ._......... _.. EXISTING CONTOUR 176 cs, mow__ . --.- � _..,...._._.. �, i ,-;.'' .._ _..• ��• __.. `_'_ EXISTING CONTOUR N `� --- - PROPOSED CONTOUR l JOB NO. REVISED SET 5/25/94 2-03457 AS ISSUED TO THE CITY N SEQUOIA PKWY.,15060 -._.-- ---..__._ - -----------_ -_---_ BLIP 94-00506 OF 37 I -- - -- -- -- - - I T ,fir TT Tr �fT 1jT� TJl 11r T ITT r t IT1jyjTjIpt 1 T i 3. 995 '• T IF THIS I.Tv^UMENT I S LESS I 4 i. 6. I I I I I I I 11 -1 l I AUGUST LEGIBLE THAN THIS NOTATION, i _ - �_ _- � He 36 1'1' IS DUE TO THE QUALITY OF -- --- - - - - -- _ TfIL' ORIGINAL fOCUMINT. e� ojz_1111111 � � I E L Tonus VIII IIIIIIIII IIII�!;ll llillllll Illllllllllill�lllll illl�llll IIIIIIIt9l,All �'llllllll1lllllllll�llll IIIIIIIIITIIIIIII) 1 IIIIL;illlll�lllllll�illiui'lililiulllIRA 111111811 ill�►ii11,I iiu�lnllllilltlil 9 I Ill�lullllu�lll ►I►I ►►I►Iul11 GENERAL NOTES - ---_ 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF I1Gf,RD, i_ TIGARD WATER -!STRICT, UNIFIED SEWERAGE AGENCY, AND THE CURREN" EDITION ( (/1 OF THE UNIFORM PLUM3ING CODE AND UNIFORM BUILDING CODE. W I TER 7 A TES 2. WATERLiNc MATERIAL, rU WITHIN FIVE FEET OF BUILDING: Q o [ FIRE LINES: DUCTILE IRCN, TITAN JOINT, CONFORMING TO AWWA C-151, ASS 52 U uo TEST: TEST AND STERIL 7E AS REQUIRED BY TIGARD WATER DISTRICT ANL - o (V . ..... ....... ......... . . U - iv cn UNIFOF(M PLUMBING CODE p Ni C7ul sI Q 3. SANITARY SEWER MATERIELS: Iy Q �- INTERIOR AND WITHIN 5' OF BUILDING: CAST IRON PIPE (D • 0 Q OTHER AF.EAS: PVC CONFORMING TO ASTM D-3034. n`� 4. THE WORKING DRAWINGS ARE GENERALI Y nIAGRAMMATIC. THEY DO NOT O • (D0 • ---- 7�S »tlz -- -~ PAC'FJC CORPORATE BASE Fo k SHO'N EVERY OFFSET, BEND OR EL BOW REQUIRED FOR INSTALLATION IN ','HE ♦-- �` EN'JJ:_? SIGN LIGHT IAC}LF SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT c N 0 6 _....� -k R. \• PIECE., SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. Q + � Ln - � __X_ ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATEC VrTH I (J) � ` rnv �., ^; _._,_� EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUt_ ON. o U C z w " - - X = EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS 0 EXCAVATION I \ `r 7 _ _.. L,J moCA �. _...__l..... __ _,. DO N p r•. ' _ xx X ••-- SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERINI,, I - • N 4 I r ui o rn I b _�-- X - ' X ' -- PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUThORITIES WITH rnrnrnrn cv __.. JURISDICTION, BEFORE BEGINNING CONSTRUCTION, CONTRACTOR TO NOTIFY Z ? a II II Iii I ASEMGPi•r �`"� ENGINEER IF THERE ARE ANY DISCREPANCIES. LiJ � � }'C,t? SIGN Y ,vi r I _,-•__ 5. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE l (,-) o � r_ CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTION 1107. Q rn t O r, QoaCL 6. FOR WATCF2 LINE CONSTRUCTION, SEE SHEETS W1 AND Wim. -- - - -- -- - -� \ 7. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR FO -- - \'\ \ COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES. �• �� MUST E INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. 8. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES M JS B THE CITY MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGF OF I N WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 'c 9. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE (U hPJ 14 JC' CONTROLLED WITHIN THE WORK SITE AND SHALL BE 50 ROUTE) THAT i ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING Q I SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME, ORDER Ln (i O CORRECTIVE VCONTRON AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE I r('� � 0) �I -+- a) 1 \ 10. TERMINATE BUILDING FIRE SER\JCE AT 5' FROM BUILDING. I $ y + 11. EXISTING TOPOGRAPHIC INFC 'MATIGN 15 FROM DAVID EVANS & ASSOCIATES 1 O 5 U 1 I I I I AERIAL SURVEY. �� u 12. AI-L STORM PIPING IS SIZED FOR A M ANN1NG S "N" VALUE = 0.012 U �J I I •- STUB, PLIJG, END76 30K I TEMP FIELD INLET f i� STUB, PLUG, - iRIM 179.00 �- �r I I TEMP FIELD INLET 61, � AND P1ARK � I IF 176.50 IE. 176.32 EM177 09 �- -- - - - _ - -- - -- _ _ -_ -- -- _ _ -- -_ - AND STUB, - - --- - __ g,. W -_ _ - - - - 8 -- - IE 180.00 \ �' - ----7------ `�' �--- IE 176.08 ------ -IE 176.13 _-_�- ,�-�� 1-�- ✓) - 1'7 6" ® 11.6% r � IE 175.96 1 8' ® 8 4% 6"® I12.47. y /� _\ Hi N r I \1 1 / SD3 i in I O \✓// �✓ `rl Pq i a/z7/94 CL Q- I W CB CB C9 _ RIM=174.70 ^ ' RIM=174,70 / RIM-174.10 ® - _._. IE=172.68// 1 B IE=172.70/ 1E-172.50 6"® CB i 4 +. ®7� I / w \✓� \_/ 1,7% R!M=175.56 IE-172.10 U_ I 6" -I�--_, �` 7 J "03.44% W `- 6 � 3.07 IE 1 U5 6" ® 8" ® 0. 6° a 1 0� ® 0.57 0 0.67 -IE 1.57 I O RIM 1 i3.[�0 1.0% \- „g - , / '3 >3 8 a 0.8% 1 1.6i� I RIM= 1 .65. �4 a IE 171.bC IE 172. RIM=174.70 S S RIMl72 24.7g� - i JE 1 7`1.30 IE=17? 2Q IE=172 _--__ - ---.� IE 171.86- ,CB 71.86- /� ® t R, ��) �_....._._. ,CB CO --`---�'-'-r ---- IE 171.39 RIM 173. N 1f� IF==17� 55 i ---�-- \�5t�- cri I�• I F 168.50 I I I cn I IE 170.00 IE 17200 - a C9 N RIM=!72.60 JE 171.27 4" S.S. ® 207 C ,e • IE-170.73 jI 71. ,0, .27 -- -- 4' S.5. t� Z.0% J JE 167,90 PROPOSED BUILDING 235 JE 1 .30- J ' I 1 Com for OFFI`E DEPOT #92 RIM=171.90 FIN. FLR. ELEV. 175.95 8 RA4 _�- / /^ r' Tom.,...•._..._.__.. ! � � ----- 6 RC2 5/28/94 I NI - --- „� CB r DATE: l cr ® So3 �' P,IM==169.50 I i%zi%94 / _ �- 69.53 IE=167.50 \ 2/2/94 �1 6„ t� 1 u% - I -- - I DRAWN BY: 12" CONTROL MH W � \ `,-___. 1.3% �I SEE SHFET cT)fi \ �S?S\SLD - r ' :az:. CHECKED BY: CO IE 159.7 IE 166.00 6' ® 207 I �� .-�� E 1 1 169 �.. '_._ I \ _ � JK P I \� IE-170.34 D S. IE=1 70.0 MIN. -�, D.S. I( �169.0 -/�- - _ K = �--� L� M - - ,, K \ A \DRW 5g 7' T .c »_ n REVISION ITION CO - .� -- -fr-�- '7- id-_- - ®�`R� --''- '"'-'----_ -'•-•• � `� _,LOOS NG CB , " -y S' __`�% _-_ -.y,- IE 'I,---`•" ..r.-" M -..._ �`�•� Z Q U DATE: RIM 72.8 .7 - 1b " --_ _ ----�^-� , , [E-17.30 i o r^ �� \ _ 163} -- 7 X167 -- -- _ %� �- - M zs'o --� `'t1 1 X /15/94 BTM =166.75 2 's 'p 1613, -��" ' ��p i �'� - _' I -?s�,°° 4 -"!'� 1.• �.._- � •4-"• �/-" 1 ,�6•-.f3°/' 27+00�_��---• ?y �_-n-a- � X 2/2 'ffl CONTROL MH #1 _ i I -�J X 3/16/94 EE Sq �- " - SEE SHEET 6 --- .� UB --�'-^ _ __.. .. -`""_, 4/94 5 X 4/22/94 I �i t Ir)$C EXIST IE ORt��DRA N 21•I'' � �...._-. _".�•-.-••-.--.•_-_ 6 5/25/9 "�` ` --�� '-'"� �• �'� PRIOR LOCATION TO AN I E TH 0 -CO €cl-f ONSTRUCTION j 1 _'�._• " -- �_, "�._ kv 0 .I.- N ` �J' // / ".••� �: � REPLACE SIDEWALK.. - - 1� t�I i MACKENIIE/S�T� k ASSOCUTES,P.0 ERf1�Y LOCATION AND -� i /�� AND LANDSCAPING LEGEND 1993. ALL RIGHTS REkR`+r" 1S "q L -_.._� / S "q J �'` - �.`-J-� M DEPTH RPRIOR T029 � � / --- -- -- - ESE DRAWINGS ARE THE PROPERTY OF - �'- AS REQUIRED TO { - -III' 6 RCS MATCH EXISTING. .. --- 5T ----_ EXISTING STORM LINE THESE DRAWINGS a A�S(XMT-1 Pc�u1s M -..- M , -!'��. so3 REPLACE ENTIRE A DARE NOT MANNER USED T RE 0 -_... 1 30 DD' y _ _- f� ��,•� �" �,1 6/3/94 SIDEWALK PANEL. - Nf - -- - EXISTING WATER LINE PRIER IH ANY ERMIS EXCEPT wrTN THE I ]. .-�~' Pg10R WRITTEN PERu159ON OF N/SA J '' LLL "` (JOINT TO JOINT) 3 .53 - -- EXISTING SANITARY SEWER SHEET ------,...---� C3NNE T TO - -✓" PROPOSED PERF, STORM PIPE STORM A}N STUB (191 .1 a) I ' !-_ �- ✓�''". r - _ VERIFY L TION AND I ' y -- " PROPOSED STORM LINE DEPTH P LIQ_ _J �' --+r-~ rte" UTILITY PLAN ---- --- --- PROPOSED WATER LINE c i RUCTIO -_� i �- .... _��,....._._- }� M _ ----------------___..__------____-- - ----._____� --- --- PROPOSED UTILITY EASEMENT -- _ %; , [ SD3 1" - i0.0� _ -`-__ PROPOSED SANITARY SEWER (SITE) ,r... _ REPLACE SIDEWAi_K - -- -- PROPOSED SANITARY SEWER (BUILDING) Cv S03 ANDRDTO LANDSCAPING PROPOSED OF - _ ). I Q 3/5/94 FH PROPOSED F RETHOYDRQNTHULE JOB NO. MATCH EXISTING. JJ REPLACE ENTIRE p __ -___ s PROPOSED CATCH BASIN Il, , u � I >JDEWALK PANEL. REVISED SET 5/2r5/94 293457 K) SEQUOIA PKWY.,15060 l / (JOIN r TO JOINT) �� f SUP 94.0050 .. : CO PROPOSED FIELD INLETAS ISSUED TO THE CITY U) I I I' PROPOSED CLEANOUT - - - 7 OF 37 -- --- --- - - � I , �ppj� 1995 IF THIS DOCUMENT IS GESS � ]IT I Ij II 0iAUGUST 3G _ 1 I LEGIBLE THAN THIS NOIAI'ION, -__--,.1 I'I' IS DUE TO THE QvALITY oI Nr.38 THE ORIG7.VAL DOC[1M1 NT. I T l � I �� . Ii IIfIIIIlllll IIIIhIII IIIIIIIII IIIIIIIII IIIIIIIII 1111IJI1 IIIIIIIII IIIIIIIII IIIIIIIt1111111111111I111► RIIIIIIII IIIIIIIII IIIIIIIII IIIII I Illl 111111i111i11 Ii110I llll` T s ` 9 11 s �lll��lll ilullfl,iul 1111 iliilu+lI I EROSION CONTROL NOTES: `.NORM - DRAIN INLET PROTECTION • PURPOaL -- 1. Construction activity consist r new building construction' TO PREVENT SEDIMENT FROM ENTERING STORM DRAIN SYSTEMS PRIOR TO n- loving, and utility workrk (storm drein,sanitary sewer, water, gas, electrical, telephone). PERMANENT STABIL IZA1 ION OF DISTURBED AREAS. 2. Total Site Area: 5.35 ac CONDI TiON5 WHERE PR_ CACTICE-APPLIES: T Disturbed site area: 2.67 ac t WHERE STORM DRAIN INLETS ARE OPERATIONAL BEFORE PERMANENT STABILIZATION I LLJ INTER 5 TA TE OF THE DISTURBED DRAINAGE AREA. O NF- 3. All trucks transporting saturated soils from the site Q shall be well sealed so that water seeping from the soil cannot _... _ _ __....._ .___.._._......._ - . . .- _. _. _ . ..... .. .. .__.._ _ . -_ _ EXISTING T r E CONSTRUCTION IN -- ADJACENT TO AND IMMEDIATELY DOWNHILL OF UTILITY F•' ! I � PAVED AREAS WITH CATCH BASIN DRAINAGE. x OCOJ drain from the vehicle. If truck is not sealed, the loaded truck is required to remain in place until the water drippinq from the Q CRITERIA/SPECIFICATIONS; O p0 O 0 r j saturated soil has been reduced to less than one gallon per hour before leaving the site. SEE DETAIL 1/SD4 FOR S-ORM DRAIN INLET PROTECTION. Q o O 4. Effective erosion control is required. Erosion control devices •*� - •-- -t - - - T-- -- -- • - - . -• T DRAINAGE TO FLOW THROUGH THE FILTERS L a mus; be installed and maintained meeting the D.E.Q. requiremerts. ___•,_,.-,.� .,___ _i -. AND PREVENT BYPASSING OF THE 1 .L T,. _ .._,_....__ M MAY B REQUIRED TO I)RE E R IN m • rn x I 1 The Citv may, at any time, order corrective action and stoppage orLL. ALLC M ...... ._ _^. .__ _- _ vim. DEPTH OF SEDIMENT HAN A work to accomplish effective erosion control. ..-_.__. ._,_- .___, . -..._.,_ �~`' - ,.,,- -.•. _,,1 • • .�..._„_. •---- !r= • ..; ACCUMULATE AGAINST STORM DRAINNINLETOPRU PROTECTION MEASURES 6E SEDIMENT MUS � O L » r PROTECTION r ED AS NEEDED TO MAINTAIN Q X" ' """ "" '""�'•"N--•c, "�` :�1+•:' THEIR SEDiMENTIDTRAPPIN; OAND FILTERING CAPABILITY. F- rn` REMOVED N `. Effective drainage control is required. Drainage shall be -- - •• ..- ------ _ �- _ Env O _. _.__•, controlled within the work site and shall be so routed that I .. N adjacent private property, "'---- _ �,• \ TRAM RALF J P P, y. public property, and the receiving system __ .. v. ( �• -� - ', ^ _ ;Z- SEDIMF!�T BARRIERF-U (n C 0 rn ore not adversely impacted. The City may, at any time, order corrective _.__. \ `" _ RPOSE• - action and stoppage of wort, to accomplish effective erosion control. ��• "`'"-- " -- - �T.,- _.. k ""* n C 'd ` ..,` t . ti__�-_-_ -. -w-••- _ "' - "" X ~'----•-•» 10 REDUCE THE TRANSPORT OF SEDIMENT '7ROM A CONSTRUCTION SITE BY ^ ` ~. ` PROVIDING A TEMPORARY PHYSICAL 6A.RRIER TO SEDIMENT AND REDUCING RUNOFF N 'v '�^ --- _ `\ �' � I -�•1t ._ .� `--.... _1 \ `\� ♦ VELOCITIES. z 3 - K) Q41`D1llS2K�J�E13E. PRACTICE APPLIES: Y u Vi as c .. MAY BE SUBSTITU fED FOR TEMPORARY SEDIMENT FENCE FOR INSTALLATIONS U `- O ILTCR FABRIC OVER C.B. `� ��>~i :I J ^\ "` OF LESS THAN 200 LINEAL FEET AND FOR SING'_E-FAMILY OR DUPLEX �l urn � O ``.� ` RESIDENTIAL CONSTRUCTION ACTIVITIES ON EXI'.iTING LOTS OF RECORD. 1 Q � -C GRAVEL FILTER I ' ' +l t;�� ___ - __ `a� 1 -.� AT TOE OF SOILS STOCK PILES. DISTURBED AREAS OF CONSTRUCTION SITE (AS ALLOWED \ ` - •' , DRAINAGE THROOGHTUR S/SW USED CONVEY `� •. DRAINAGE DITCHE ALES T -- • 18" MIN. iI 1 �, \\ \�,� r-• -. _ .... ...._._ __._._._.... .,_._ _ - .�. ._ __ - - L - -- -�. _ Y - Zoe BY THE JURISDICTION). L J � � 0-, .�_ -- ___�_ DESIGN CRITERIA/SPECIFICATIONS: (I�Il.. �-: - -111 � \ � 1 II �`'~�' ��\ � �' • �"+ `�' ` ._-.__. 1'� -"�,r,`� _,,, _ "�- oar -.�. - SEE SHEET SD4, FOR LOCA TION OF TRAW BALE SEDIMENT BARRIERS ( '� \� \ �� \ ,, ,� �6: �,.r `"� �. •�"""`� -.w__ _ ALONG SLOPES AN CATCHBASINS." t' `""' �1 i� , � ` r ^�`�',. 1�`'� � �• `�` •.. / .�.,, �"` 6tl. . _.-_.,_.,...... � D C STRAW BALES SHALL BE STANDARD 40 TO 60 POUND RECTANGULAR BALES 01 �IIJ y ` ` r �'''••• CEREAL GRAIN OR SEED STRAW. U WEEP HOLES IN C.B. �� O - I \ ,,, _ `,y�,,,.,,�` , ..�� ,i'- �`"'--•.�� I •�,�„_� STAKES SHALL BE W000 DRIVEN THROUGH BALES AND INTO GROUND TO L r , A MINIMUM DEPTH OF 12 INCHES. �) C ! _._ .._._.»...-. . __. i� i ` � � ,,� ` ��....�''�•. •�� 4Q ,-. -•``.----'-_-�.._ I � I CSI �� I - t ( `'` ,� "�. �.,• r t1Ul `` - .��F� STRAW BALES SHALL BE KEYED INTO EXISTING GROUND FOUL? TO Slt INCHES QCT I `� ! 1 ^. \� STRAW BALE SEDIMENT BARRIERS MAY BE LEFT IN PLACE OR USED AS MULCH � O AFTER COMPLETION OF SITE WORK IF APPROVED BY THE JURISDICTION. / CATCH BASIN SECTION E „LET I ��. . �_ _ ., D 4) �t t �d', \� �� '4--`" -- -- -- 194 AT NO TIME SHALL MORE THAN A ONE-FOOT DEPTH OF SEDIMENT BE ' 4 `�� ALLOWED TO ACCUMULATE BEHIND STRAW BALE SEDIMENT BARRIERS. �. 4 Rc3 '� �``- •-- I SEDIMENT SHOULD BE REMOVED OR REGRADED INTO THE SLOPE, OR THE O PROVIDE RIPRAP LI? D DRAINAGE ._ 'M1 _ NEW LINE OF BARRIERS INSTALLED UPHILLOF SEDIMENT-LADEN U DITCH 0.5% ) SD4 ( MIN. )PE) TO �'., „" •_ I COLLECT SURFACE i<UNOFF 4/4/94 i '-•..� ,,.••''• BARRIERS SHALL REMAIN IN PLACE AND BE iAAINTAINED BY CONTRACTOR UNTIL D IIIJJJ •� AND DIRECT TOWARD CATCH BASINS - I - ""'"""'�"" ��_�,,,,a..•-•'''- GROUND COVER HAS BEEN SUFFIC:ENTI_Y ESTABLISHED TO PREVENT EROSION AND U 192 UNTIL OWNER ACCEPTS WOPK, m •- F� �� GG Sp. _.- I \ '�. �'• CONSTRUCT TEMPORARY FiELD �+•- 4 �� P•p P tijy `\ INLET AT END OF PROPOSED PROVIDE R!PKAP L iNED DRAINAGE STORM LINE TO COLLECT D1-TCH 0.5% MIN. SLOPE TO --PROVIDE RiPRAP LINED DRAINAGE - __ _ _ _ _ •�, Q -' -w___,_ DITCH (0.5% MIN. SLOPE) TO - � Qp �i `� . '` `SURFACE RUNOFF. COLLECT SURFACE F INO F CG!LEC� SURFACE RUNOFF WTEMPORARY SEDIMENT FENCE'S) CONSTRUCT TEMPORARY FIELD ~ Q AND DIRECT TO`'.HI',F, CATCH .._..._. '.. BASIN'. ..._._.._._, AND DIRECT T%/1Nr�RD CATCH _...,..,,,_ ---....... I .._.._.._. _ 11R-.�$� y \ TEMPORARY BASINS. • ' " ••- --.__„•, ••- - ED TO REDUCE THE TRANSPORT' OF SEDIMENT FROM A CONSTRUCTION SITE BY -. INLET AT END OF PROPOS CONSTRUCTION -�- _ . � STORM LINE TO COLLECT PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING RUNOFF Aa`C - _ ..._._ w._ _._ _ __.. . __. / SURFACE RUNOFF. . _.... aN. VELOCITIES. E S5 _. � %/-' / -��\\ •, .- ,\ -�- � � � �.�� ._.........., _ _____• �� __ � -� 9 '"`"'^• -..,.................,,, CONDITIONS WHERE PRACTICE APPLIES --_-._ "`�-- •-- DOWN SLOPE OF DISTURBED ARCAS WHERE RUNOFF MAY OCCUR AS SHEE T OUARRY SPALLS ---. .._ __-__,._ �. -- - ` _---_ _ _ RUNOFF. SUBGRADE REINFORCEMENT L// PROVIDE FULL WIDTH � ,t 8 Sp I _ •i?t .. __^ AT THE TOE OF SOIL STOCK PILES. GEOTEXTILE, AS REQUIRED % OF INGRESS/EGRESS AREA , i ` _ �\ �� • �•'B �- /�� \ /. AT INTERVALS AS INDICATED ON SHEET SD4 ALONG THE CONTOURS OF r 8" MIN, Di:PTH LARGE DISTURBED AREAS. N AT GRADE BREAKS EXCEEDING 20 a. - 2 DRIVEWAY SECTION '� �\ �, 0 - __- - - E-ENTRY ;I / \ >\ �� ^ , FOLL-)WING DISCHARGE FROM A SEDIMENT TRAP OR FOND. •- \SD4 SEDPIENT FENCES SHALL NOT BE INSTALLED ACROSS STREAMS. QESIGN CRI T ERIA/SPECIFICATIONS; 0 p -1 2" X 2" WOOD POST AT 4' G.C., STANDARD � RI CB CB 1� SEE DETAIL 3/SD4. 0- 2" U OR BETTER OR EQUAL ALTERNATIVE: �• 1"'�� ^ �� RIM=?74.70 ,• ; 4RIM=174.70 RtM=174.70;TEEL FENCE POSTS, jy \ SELECTION OF FILTER FABRIC TENSILE AND BURSTING STRENGTHPLACE POSTS AT 6'- 0" 0/C MAX,. � T �� \� � CHARACTERISTICS DEPENDS ON THE SUPPORT FENCE. FABRIC ATTACHED TO FILTER FABRIC FENCE •/ CI_ CHAIN-LIN,'. FENCE NEED NOT POSSESS THE SAME :,'LENGTH AS ONE O 36' WIDE ROLLS i j / 6 RIM=175.56 ATTACHED TO A FENCE OF 6 BY 6 INCH REiNFORCING HIRE SELECTION IS \ 1THUS BASED CN STANDARD ENGINEERING PK'',CIPLES. S(NTOET1C FILTER � , FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO U O r PROVIDE A MINIMUM OF SIX MONTHS OF EXPECTED U5'9LE CONSTRUCTION 0 �. LIFE AT A TEMPERATURE RANGE OF O'7= TO 120'F. I CB� > <_ U- 0.. -RiM=173.60 �> aR �> / �> \�� > CB ALL MATERIALS TO BE IN GOOD PHISICAL CONDITION TO PROVIDE PROPER 7) S ii S S S / RIM 174.7- SEDIMENT RETENTION, 4 iM cv I AT NO TIME SHALL MORE THAN A ONE-FOOT DEPTH OF SEDIMENT BE _ CB ��- 1�� ALLOWED TO ACCUMULATE BEHIND A SEDIMENT FENCE. SEDIMENT SHOULD o RIM:-.175.70 \-- r- --�- BE RE'4uVED OR REGRADED INTO SLOPES, AND THE SEDIMENT FENCES REPAIRED AND REESTABLISHED AS NEEDED. 1I BAPRIE< SHALL REM/JN IN PLACI AND BE MAINTAINED BY CONTRACTOR UNTIL j 1 -B-- GROUNL COVER HAS BEEN SUFFICIENTLY ESTABLISHED 10 PREVENT EROSION AND iM=1 72.60 UNTIL C WHER ACCCPTS WORK. NATIVE BACKFILL----- I I > GRAVEL CONSTRUCTION ENTRANCES / - 4" MIN. i I J CU PROPOSED BUILDING #2.35 � P- RP � r BURY BOTTOM OF--/ `� ,� 1�3 , t I I I I � � �_ f0 REDUCE THE AMOUNT OF MUD, DIRT, ROCKS, ETC., TRANSPORTED ON TU ROADS o i' ,I' I��•(s• FILTER MATERIAL ( I fc,►" OFFICE DEPOT 9� 1 C5 1 I 1��,� I BY MOTOR VEHICLES OR STORM WATER RUNOFF BY CONSTRUCTING A STABILIZED _ RIM=171.90 Cf ----- -- - -- \ FIN. FL.R, ELEV. 175.95 e PAD OF GRAVEL .AT ENTRANCES/EXITS TO CONSTRUCTION SITES. IN 4' X 6' TRENCH. Q 7 I 4 I j O I i `•� 'D4 r CONDITIONS WHERE PRACTICE APPJ•1�� r' , EROSION CONTROL FENCE ` 3 �, U• 9/25/94 �� E-FENCE - ---i X11 CB AT .ANY CONSTRUCTiON SITE WHFRE TRAFFIC WILL BE LEAVING THE SITE AND ------- ---- SD4 RC3 RIM=169.50 I Iz- I MOVING DIRECTLY ONTO PUBL;C ROADS, OTHER PAVED AREAS, OR OTHER DATE: r 1 ! 4 4D 94 I APPROVED ACCESS POINTS. 2/2794 j / / � �G v\ DESIGN CRITERIAZSPECIFI�T.JQg2_ DRAWN BY: - PRO E INL_E = ,. BKS\SAS SLD I PROT TION r '.,..,,,.,• :�........._.__._._.._ SEE DETAIL 2 SD4. CHECKED BY: _ 169 -• __ _ W__ »- »� MATERIAL SHOULD ,c 2 TO 4 QUARRY .,PALLS. _ F c KJK\MAP\DRW 169 4 - T'-IE GRAVEL PAD SHALL"BE AT LEAST 8 INCHES THICK AND 50 FEET IN -- � •..,lift r -. -` - ... ~� -_ - ..- _ CB �7 1�C) Yi%��:�� - REVISION - _ '- - - / - �- _ LENGTH. WIDTH >HALL BE THE FULL NiDTH OF THE VEHICLE INGRESS AND • RIM= 72.80 17U ---- - -- ..� - _-__ �_- c c I EDITION ,1� (//( -- 169 --_--�� EGRESS AREA. (,� 20-FOOT MINIMUM I'Af1 LENGTH MAY BE ACCEPTABLE AS ( g8�------ --� ✓ - / /AtZT - APPROVED FOR SING' FAMILY AND PUPLL < RESIDENTIAL CONSTRUCTION W b CLOSING 167 ''� �-•i i, /�/ / �_ SITES.) �= a OX DATE: .�+ BTM.=166.75 .. / / _- 26+00 _ I I \ •.- v p ' �i ,� 0 l~ ADDITIONAL GRAVEL MAY HAVE To BE ADDED PERIODiCAL,Y TO MAINTAIN 1 X 15 94 PROPER FUNCTION OF THE PAD. / / - 2/21/94 - �� IF THE GRAVEL PAD DOES NOT ADEQUATELY REMOVE DIRT AND MUD FROM 3 X 3/16/94 VEHICLE WHEELS SUCH THAT MUD AND DiR. TRACKINO iS EVIDENT OFF SITE, '-- -' Q \ `'' _- ..✓✓�� _�/'� -�+� h - �"'"•'``_ ADDITIONAL MEASURES MUST BE TAKEN. SUCH MEASURES MAY INCLUDE 4 4/4/94 �� =�� -� _ HOSING OFF WHEELS BEFORE VEHICLES LEAVE THE SiTE OR OTHER t.a'\ Q O / 0 - �•• _ `` -- CONSTRUCTION TECHNIQUES WORK OPERATIONS MODIFICATIONS WHEEL 5 4/22/94 WASHING SHOULD BE DONE ON THE GRAVEL PAD, AND WHSH WATER SHOULD 6 X 5 �2r DRAIN THROUGH ASILT-TRAPPING STRUCTURE PRIOR TO uF/,VING THE - --- / CONSTRUCTION SITE. 1. / --- - _--_�� I --- J___---'""�� `�� I'_�-' � ,/'� r„••,�.--"•"""~� '`'••�..J„� CONTRACTOR 1S RESPONSIBLE FOR ALL MEASURES REQUIRED TO KEEP PUBLIC ��"- / r,✓'" STREETS CLEAN AT NO ADDITIONAL. COST TO OWNER. �/ USE SI-5GRADE REINFORCEMENT GEOTEXTILE UNDER GRAVEL PADS FOR ALL Logi, AL RIGHTS RESERVED O EDGE OF -- / // r MACKENZIE/SAITO&ASSOCIATES,P.C. CD � PROPOSED / + --� �' / � BUT CONSTRUCTION OF A SINGLE FAMiLY;bUPL.EX RESIDENCE ON - EXISTING SLOPE PAVEMENT - --- -- O 30 00 -�"�� ,-/� `f EXISTING LOTS OF RECORD. THESE DRAWNCS ARE THE PROPERTY of rr) (ECFV. 1 19.Of) ____��_-- 1 MACKENZIE/BARO 4 ASSOCIATES, PC M s MATCH EXISTING - 30 6.53 _ - I/�" \r- A)ANO ARE NOT TO BE USED OR REb C GROUND 1 - +---- 1 1 _ - I�r- PPRORrRiTr�"PEMIS>ION OfT%sA THE 4f, SHEET I -- 0► EROSION CONTROL PLAN LEGEND I PROVIDE RIP-" •P i _ . -- - _.. --- - - - ------- 1" 30.U' ---- --- -- - rn LINED DITCH / _..-- DIRECT RUNOFr _ d VARIES ?'-0" 2'-0' 2' -0' _- • � - ---�- -X EROSION CONTROL FENCE OR STRAW BALES SD4 ---+!rte--- - ..-_ ._____ -_ FROM UPHILL SLOPE CLIiII•�T STRAW BALE INLET PROTECTION TO TEMPORARY FiELD INLET. - ----- _- 4_ DRAINAGE DITCH SECTION ,IOij N0. -- SWAV REVISED SET 5/25/9 . SEQUOIA PKWY., 15080 - - ------ L0 U OF 37L0 BLIP 94-BDSD -- - - -- - - - - - - ---- -- - - ---- - I -- -. _ -- AS ISSN. ED TO THE CITY S[l 4 400 293457 - I „, Rawn • I IF THIS r OCUMENT IS LESS 1 T T ' � TiT i -T TrT1 1111TIT 111i 1T T ii11T T I LEGIBLE THAN T111S NOTATION, �r� 4 I i i^ � I 'Y 7" � 1 1� AUGUST 3f? 1996R�` IT IS DUE TO THE QUALITY OF No.36 �•s�.�- I THE ORIGINAL, DOCUMENT. - - - -- - --- -- -- -- - - - E �Z 8�I Bl[ L�I 9T 4I 6T SI Z[ TT T I H L 9 9 S Z True ILII IIII�IIII IIII�IIII IIII�IIII IIIIIIIIIIIIII�III �IUIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111�111111111111illllll1111111111�illlllll IIIIIIIIII�! II1111ulIIIlU1)1U111111�llIllWl�lllU 1111111U1i I ll�llll IIII�II IIIIIIIIINIII V NATIVE BACKFILL PROPOSED PAVEMENT AREA (SEE coSECIFICATIONS- FOR COMPACTION REQUIREMENT 3) SEE TYPICAL PAVING SECTION -----CAULK PIPE INTO HUB (A -11 - -- — -- j 0) I-o" �i�TH O� SIDFWALK �o w K) co SEE PLAN HINGED TRAP ( F- 0 04 SLOPE TOP OF CURB LANDSCAPE PAVED AREA < 0) - PLAN c (D I 00 BROOM FINISH OF SIDEWALK 2'-4" x 2'-4" x 2" CAST u .91 x AS NOTED ON PLANS 0 Woo V 11 to. a C, 0 �,01111`lql I D . �ozfl IRON OR WELDED GRATE AVING SECTION, CRUSHED V) 0 04 4 q EVEN WITH PAVING 010, 9:111, -.Q) 0 Q00 & TOOLED EDGE EACH SIDE ROCK BASE OR LANDSCAPING V) n 112"0 HOLES EACH FACE V) I �- C; 0 1"-0" GRANULAR BACKFILL BASE COURSE LEVEL. -CONCRETE FRAME CASING ul) 2% CROSS -RADIUS EDCE (SEE SPECIFICATIONS FOR CLEANOUT FRAME AND COVER CL SLOPE TAPER CURB AT SIDEWALK OR END OF URB COMPACTION REQUIREMENTS) AVING i C:6 A c 10 S vp DIMENSION r 0 0 09 5"§w - 0 0 %4 c:) ON PLAN -EXTRUDED CONCRETE CURB T ',"-0" GRANULAR BACKFILL C'4 —COMPACTED FILL FINISH GRADE SET IN EPDXY CEMENT QL (SEE SPECIFICATIONS FOR C C 0 Q 45* ELBOW V) COMPACTION REQUIREMENTS) ------------ASPHALT PAVING -J /4" STEEL. ALL WELDED FL \----4" CONCRETE WITH m CONSTRUCTION. ASPHALT L 6 0 CA CONTROL JOINTS AT 5'-0" O.C. % APPROVED SEWER LINE m 0 Q0.aVoc,c71 A 0;.0�I.,V,C', EMULSION COATED INSIDE F� �023U,-c Q.Q,-v0° — L AND EXPANSION JOINTS <1 C14 °ClL AND OUT. 2'-0" x 2'-0" —45* WYE �7 Q) 0 C) 20'-0" O.C. OR AS LNo'100 GRANULAR BACKFILL �u A L.Li 1,- 191 a. U1 SHOWN ON PLANS. (OR 24" ROUND) QX)v o o (SEE SPECIFICA-IONS FOR �CRUSHEID ROCK BASE N INVERT 0 000 REQUIREMENTS)UJ COMPACTION RE U CL CL 0 ONO ELEVATION 0-0 < c: CL 0 0 --n(V07 0 M SLOPE AND I.E. VARIES NOTE: (D 0Z 00 FOR PIPE �wu:ob6, SEE UTILITY PLAN F 0 cl. CL op o" SEE PLANS ��va, "� 01 ' 0. 'IZE* AND 1) MIN. 2'-0" COVER ON ALL. PIPE IN DRIVE, AREAS. v Sc TYPE (MAIN PIPE) 0 10 cc) Q ELEVATION 2) LYNCH TYPE CATCH BASIN OR EQUAL SIDEWALK EXTRUDED CURB AND TAPER(- c, STANDARD TRENCH 4 '�CATCH BASIN 5 CLEANOUT CLEANOUT 905 IN I SWAL9 �,SD5 IN T. ECUR13 sD5 ) N T S. SD5/ N.T.S. I MATCH-ACCESS-WIDTH R/W LINE 40'-0" MAX. 15-0" MIN. .090" ALUMINUM SIGN PLATE DRIVEWAY —A j– -WIDTH 'ARIES - WHITE BACKGROUND iz I" HIGH 13LLJE LETTERS [6" 3/ if SEE S1 rL PLAN PC 6 iO GA. ESH- AND BORDER, BAKED ENAMEL Q) /m OPTIONAL zo F31 RCJ PARKING WITH EXPANS!ON DMV DISABLED t=":d SIDEWALK L 0 t= JOINT LOCATION C)Uj 1112 _L.12 PERMIT T T ONLY S f Ln L'i LAJ 3/16/94 SUBJECT TO HANDICAP SYMBOL WHITE WP" -�E V) I TOWING UNDER 1`0 (D ORS 811 620 WITH BLUE BACKGROUND AN EINE UP TO LDISABLED SIGNAGE PER --TAPER CUR 250',UNDCR EXPANSION JOINTS.- ROW S a 1.515 K STATE REQUIREMENT SIDEWAL CURB JOINT a� 5' MIN. MOUNTED ON BLDG. 0 I I SEE DETAIL 10/SD5 -ASPHALT 0 CONCRETE WALK CONCRETE FLUSH 2" 3/4"-0" CRUSHED ROCK 6" IS-O" 7'-6" MIN. 7'- OF CURB JOINT 3 0 VAN ACCESSIBLE 2 2% SLOPE TO STREET _ / 20*-0" MAX. 20'-0" MAX. ROAD -I - -0 U 4" STRIPES -0" OC T`YP. SIGN — C3 SID�WALK AWAY FROM CUFB CD SIDEWALK ADJACENT TO CURB AT 2' + SEE NOTE 5 PLAN 0 STERILIZE AND COMPACT SUBGRADE 7" 3 112" 30* TYP. .2 USE EXIST L ING EXPANSION JOINT OR 1" EXPOSURE SIDEWALK ADJACENT TO CURB -3" WIDE PAINT STRIPE Io I AW CUT AND PLACE COLD JOINT 1 1 4L TYPICAL NOTES: I a I— ELEVAIJOINJ I CONCRETE SHALL BE A COMMERCIAL MIX. LDISABLED SYMBOL, T ' -- / / �-I I 2. PANELS TO BE 5 FEET LONG PAINTED PER NOTES 86 3. EXPANSION JOINTS TO BF PLACED AT SIDES OF DRIVEWAY APPROACHES, OREGON LAW 1. ALL DiSABLEC STRIPING SLOPE VA z UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT SPACING NOT TO EXCEED 45 FEET. AND SIGNAGE TO COMPLY 3 TREE 1.2 MIN. 2% 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS WITH ORDINANCE 1 I Z- 'Li I THE CURB THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITt A RCI ORS 447.233. MINIMUM 112" RADIUS. SD5 77 2" OF 1 10 GA. MESH 1 0" COMPACTED SUBGRADE 5. SIDFWALK ISHALL HAVE A MIN1,MUN1 THICKNESS OF 6 INCHES IF MOUNTABLE P 2. DISABLED SIGN TO BE 7- 10 A,N j MOUNTED TO SIDE FOR S CURB IS USED, OR IF SIDEWALK IS IfITENDED AS PORTION OF DRIVEWAY. T STRIPE Tx C14 SECTION A–A OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES VAN ACCESS LOCATIONS 1. CONCRETE SHALL HAVE A MINIMUM BREAKING STRENGTH OF 3000 P.S.I. 3. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEIVALK WITH 91-o" AND MAY BE CENTERED AFTER 28 DAYS. (6 SACK MIX) AL) FOR STANDARD DISABLED 4- IT 2 CURB JOINT SHALL BE A TROWELED JOINT WITH A MIN. h" RADIUS 3" DIA. PLASTIC PIPE AT 2% SLOPE. CONSTRUCTION JOINT TO BE PLACED OVER PIPE. (TYPICAL) 8'-0" AT VAN SPACES, I I . lv-r ALONG THE BACK OF CURL++. ArrFS.1; LOCATIONS H HANDICAP T- 6 � COIVIMERCIAL DRIVEWAY C0Nf%-..%#RETE SIDEWALK (CARDINAL LANED 8 HANDICAP STALL HANDICAP SYMBOL CAP SIGN MOUNTED ON BUILDING SD5) N.T.S. CONDIRRY W5 N.T.S. PSWAI-K N.T.S. HSTAE N.T.S. HSywm N.T'S HSIGN ALL WORK WITHIN RIGHT-OF-WAY SHALL CONFORM TO CITY OF ALL WORK WITHIN 1IGHT-OF-WAY SHALL CONFORM TO CITY OF �!DJ5 TIGARD STANDARDS. A STREET OPENING PERMIT IS REQUIRED IiGARD STANDARDS. A STREET OPENING PERMIT IS REQUIRED PRIOR TO BEGINNING ANY WORK WITHIN THE RIGHT-OF-WAY, PRIOR TO BEGINNING ANY WORK WITHIN THE RIGHT-OF-WAY. On W L-Li W W _____---GALVANIZED CAP PIPE BOLLARD, FILL WITH o V (A CONCRETE, PAINTED P-1 (BLUE) CO" TO TIWALK ------ DIAMETER VARIES, 8", 10" SEE PLAN (Al) FOR LOCATIONS 4 RC4 u- C) AND SIZE. SOS 0 SIGN TO BE MOUNTED 80" 4/4/94 ABOVE WALK. NO LETTERS TO BE I" (RED) ON BRIGHT WHITE BACKGROUND. LOCATE SIGN AS INDICATED 11 PARKING ON PLANS. A < LOADING ZONE 6,. LJ, -GALVANIZED SUPPORT, 1 112"ir DATEE: 2/2/94 DRAWN Y: NO PARKING/LOADING SIGN BOLLARD--------- KDR\SAS\SLD N.T.S. NOPARK N.I.S. AISD2 CHECKED BY: KJK\MAP\DRW REVISION EDITION 0K, CLOSING 0 oT DATE: z 11 1 2/15/94 1 _4 2/21/94 3/16/94 41 4/4/94 5 X14/22/94 6 "X 15/25/94 L MACKENZIE/SAITO R SOCIATES.P C. 1993, -LI,RIGHTS RESERVED C•l THESE DRAWINGS ARE THE PROPERTY Of � EIIIIR(IZTIJT*ASS"TIS,PC(u/5 VA 0 0 BE USED 09 REPRO- D .0 IN ANY MANNER, EXWITIq PRIOR WRITTEN PfRk*SSIONCEOFPT 4/SA THE SHEET U-) S D 5 OF 6 0 JOB NO. SEQUOIA PKWY.,15060 REVISED SET 5/25/94 BUP 94.005029,34-57 V) 90537 AS ISSUED TO 'THE CITY.I_ IF THIS DOCUMENT IS LESS TIT 1TptIjrpjTp-j7IT1TT�1 I LEGIBLE THAN THI�; NOTATION, P7T [7m. T I L. 1995 I AUGUST 30 ]T IS DUE TO THE QUALITY OF N0.36 THE ORIGINAL DCCUMENT. E Z HE A111 1 6 1111tililill'];LII II,I�Tu�I,►,1��1►�T�� ............. uj 00 C4 Os 00 UX N q 0 N Ff FSOB J RC _N"NN Cc0 W) _ U) Fj 4/27/94 6 2 c� -W REMOVE EYISTING STORM STUB LA. IE8.76 86 t 4- 0 0 e 10 0 c 0 DID (D IS T S < C 4- N Ln N dQN D.S. IE=1670.34 D.S. IE=170.0 D.S. IE=10, MHL' 12 c 1* 6" 0 2.0% a. c 0 C4 D61 Ld 0 MIN. ON Z 0 C) LLJ 0 2.0% •MIN. 2.otvi x =a .2 c 171 % m 0)'t 0 X 0 m (a 0 Z 4 0 0. CL 611 0 0.3% � JJJ --16 PIPE Q *6 67.0 0 No F4 Rca • W6 -1�51 (6 7 • 15 wo -.0 .1 - . 1�� 6 6.. 5 A "j 5 6 Ln 0 0 t /T� Q) Wm. '-CONNECT TO EXIST N ZINN 5 TP 0 16 80 1 3 CON STORM DRAW CONTROL MH ' IE ;64.113 0 \,N�DN'l 1 0) RTFY LOCATION AND DEPTH PRIOR TO c ' ,, i i I Jam,{'` \ r-- .=�. ' ✓" CONSTRUCTION 0 NN'. 0 'Nl NN Nf_l ................................. -� 0 ...... `N`N IN. CL (1) r] • .......... LO L ............... ------ ... 29 V) _..._...�... M CONNECT _ t T.0_.E 44 AIN, MH '(]E 164'10) 0 O*L VERIFY LOCATION AND L DEPTH PRIOR '-TO W CONSTRUCTION 0 W 0 WATER QUALITY PLAN LEGEND FRAME AND GRATE EXISTING CONTOUR LL Fl I fici F.G. OF RIM LL s5f 0 11IGH WATER EXISTINC CONTOUR STD. MH FRAME AND COVER RIM-1 75.2 STD. MH FRAME AND COVE, RIM--1 70.0 IF POND SURFACE PROPOSED CONTOUR FLAT TOP SLAB FLAT TOP SLA3 .10. L OVERFLOW 71_1 1-1 T71 \- FINISH GRADE IE=170.25 I FINISH GRADE ------ 00 -- ---- ------ 6 RIC 0 4/27/94 IE OUT=167.00 (6") IE IN = '"I) IE OUT 170.30 (15" NW)- WELD ALL JOINTS IE OUT = 168.44 (1:", W)- WELD ALL JOINTS 167.00 (4-) SUMP = 165.50 ORIFICE ELEVATION -N E IN 167.44 (12" SE)ORIFICE ELEVATION E IN 169.30 �12 NE) ORFICE DIA.=0.66" (BOTTOM OF ORIFICE) IE IN 169.30 6" SE) (BOTTOM OF ORIFICE) IE IN 167.44 (8" NE) 2- ot. 2' 3)6' .c ................- ................ V S-O" V MAXIMUM WATER SURFACE _-SECTION ELEVATION 170.25 4 DATE: 3"1 NOTES: 2/2/94 _4� IE OUT 167.34 (6" N) IE OUT 169.21) (6" S)--/ t 1. FOR PTPE SIZE - SEE PLI.NS. ---------_PON B�OTTOM,=1/6.75 DRAWN BY: I -i7- --- Nj 2. Fc = 3000 PSI IN 28 DAYS SAS\SLD 3. OUTLET AT SIDE WALL OF INLET. SEE 4" PERF, PIPE"'�j /;�Y,//, ORIFICE DIA.=2.4 COMPAC TED GRANULAR ORIFICE DIA,=2.9" . 111 COMPACTED GRANULAR PLANS FOR PIPE ORIENTAl( )N. 'NN 4" PERF. PIPE CHECKED BY: MATERIAL MATERIAL MAP\DRW CO CONTROL MANHOLE #2 3 CONTROL FIELD INLET ND CROSS SECTION REVISION 4 �PO PMDX%C SION NTROL MANHOLE #1 CONTRMHI 2 OUNTRINI. We N.T.S. EDITION N.T.S. CONTRMH2 S. CLOSING DATE: 15/_94 2 X 2/21/94 X 3/16/94____ 4 IX 4/4/94 5 IX 4/22/94 6 1 X 5/25/94 MA"ENZIE/SAITO&AqSWAM&P.C. 1111193. ALL RIGHTS RESERVED ENZIE SAITU&ASSO'IATrS. A AND AR NOT TO BE USED 0 D D IN ANY MANNER,EXCEPT Wim THE 0 PRIOR WRMFN PERMISSION OF M/SA 6 SHEET ri 0 FILTER FABRIC 4 0 IL: ORCHARD GRASS S D 6 3" \-POND FLOOR PEA GRAVEL 6 166.75 Wo U rRAIN ROCK JOB NO. , to - /25/94 0 PER. REVISED -SET 5 -Y 293457 F: AS ISSUED TO THE C11 PIPE TRENCH PFRFTRCH SM N.T,S. SEQUOIA PKWy,15060 - BUP 94-0050 10 OF 37 -low T-TPJTIT T !'.plf If Til 11 TP 11111T !1j1j1jjj1j1j11111�FjTjTjT ITT I t 995 IF THIS f,0_UkN'r 113 LESS �11JTJT 11 1TT AUGUST 30 "HAN 31, _1� F 87 ll LEGIBLE THIS NOTATION, � 7_771 17T7 7 1 �V I T 1T 19 DU'% TO THE QUALITY OF No 36 lit THE ORIGINAL DOCUMENT. z s z I L 'IF Cl -6-8_�, I INTERSTATE 5 .._... CL IT Ln h7 00 PLANT LIST _ Q U .9, x N V) 0 to r- - `. _ - - - - � o 0 SYMB. COMMON NAME BOTANICAL NAME � <t - ��nn I DRGJl:G t sten KK KINNIKINNICK ARCTOSTAPHYLOS UVAS—URSI I I w • � x � Q) O I AM ARMSTRONG MAPLE ACER RUBRUM (3" CALIBER ALONG STREEI) Q • L. 1 • �- m(n 0 RO RED OAK QUERCUS BOREALIS (3" CALIBER ALONG STREET) _ 4- N f-- 1 RLI C "" h ir) RW REDWOOD SEQUOIA SEMPERVIRENS LI _v L_ F1 3-2-94 0_ C C -4' 1 HC HOCAN CEDAR THUJA PLICATA W • 0 m ('4 N NN 4) VM VINE •MAPLE ACER CIRCINATUM I- M Z X300 JB BIRCH BETULA JACQUEMON111 Y Tn v { Yr WS YEW TAXUS (VARIETY TO BE SELECTED) U = O C I Q CD L o Q PG JAPANESE PHOTINIA PHOTINIA GLAHRA o d da. I VT DOUBLEFILE VIBURNUM VEIBURNUM TOMENTOSUM IVY ENGLISH IVY HEDERA HELIX OGJ OLD GOLD JUNIPER JUNIPERUS I lIT3ER "OLD GOt_D" I L �} PF PHOTINIA FRASERI PHOTINIA FRASERI I — 0 0 NOTE: ALL TREES HAVE MINIMUM 2" CALIBER, EXCEPT AT I U-) O ! I STREET (3") r3L�- RLILI2-94 - Q 0 J O Q- • - o L -o u o _ m a AREA OF WORK --_ + THIS PERMIT 3-2-9< i. CL Q) RLI v LI I - ----- W TV) { ---- W BUILDING #235 RLI — 1 �7a7- - LA DATE: — 2/2/94 —___1 � .nr ,—' Mz— u.�� ,� 1' / .. . �5��"�ZTiL`1r��•..� -.. r J�y,-� �' -, .dG � I _... - ._ I RLf - DRAWN BY: / / \ I' If`` ly 1 / Me S�FtYr. ,.. ...3 I JF 1� ..✓y I ' fir/ "'"":A !. L) -- -,- KVB SLD 3-2-94 26+00 — LA1M1 2 '—� CHECKED BY: r - pI••P� � sc ice/ Z�+OD -- - ,°p DR`Y 1;` `� •vif �,wr, } ".�" r ' r3 RLI . REVISION I RLI _ CD!TION LI _.1 `_�, 3-18-94 s': N CLOSING G 3 X9430KJ ' 717 94 6.5 7 — — — Jf Imo.. --- - --- LANDSCAPE PLAN 1993, ALL R'^: S REb'ERVED THESE ORAWNGS ----- -... ►u;KENZIE"W. TOA t,50C1ATr.>.PC(MJS 3Or Orr A)AND AR NOS ARt1TF1E 7R9RTY'l�_ PRIORWRRTEN PERMIS.11ON OF M/SA Dl10ED IN ANY MANNED CEPT WITH THE O SHFEI cD i Y L 1 �t OF 1 d JOB N0. In SEQUOIA PKWY.,15060 REVISED SET 5/25/94 293457 O BUP 94.00501p �1 ,/ AS 11 OF 37 ISSUED THE �A 1 -- tJ V �I IIIIIIill�llll TIIrII 7II1 II IIII�II�II1 IillTl�lP lll I!II�II-!.I_�I!!I IIII�IIIIIIIII�IIII IIII�IIIlllll-l-ill-lrl!IllPll.l.�l_llllllll�llllillll�llll�l � �ITfT �Wl m7P11111 - -►►��I�lii�uli t -T ^j 1 U _Y v......_ ....r34.�0 T r IF THIS DOCUMEKT Is LESS LEGIBLE THAN PHiS NOAPION, TT I'I IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. ji, T jiL� z - Ullllu ._.a Ll ; eu��1�llulll�lulilu elt �Ill�llliluil ' 1 2 3 �4 6 7 <8 w � Ln - ----. 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I I k I4I I OUECr , i I _ 2 -6 OrDICATEP 2 -6 I t I 38 t o 2 RA 1 _� -1 i _._..l I- _.� -._r� . j 1 i- I � � •1 � �r. �_ � �, a(� Iw �,t'� cn � �j5 alb � Io �•ti,y`. •c1�tt�f I I I• , 1' l I� «. I ,i !1`+:.[ )C` 1 `'�X Xt'�I NX hll 1 iM Xh, � 1 O D?5 �I I _l _ "� I _ __� l _� L- 1 CN `b ( ,ti' _ OS'-(3" A.F.f:•t � I N } I X Il�ryr • , LINF. dr NEWS 48X% UPRIGHTS I ; R' / C:R 44X$6 11�R'Gi2T',5 4'1X96 iTIR/t? k:.. 44•X96 W I'Ni;, L aox� •/,.a 3U�R so.sa 302+_ ` a ._ _ -.jU,-___ .._.. 4'j. - -__ It' _ .--- --�'h _T. n � I , o 5-D» ---- ,� I oATE: �� - ---.. . --_ -- ----- - ------ - --- - _- �,_��.-------- _ _- ------ ------ - - -- -- --- - _--- -- -- -- -,-. --�Ir b 2'-6" 5' 0" DRAWN BY: Z N T . BK/SBM/KVB/NSS/ LD 25'-0" -__ --_ _- 50'-0" 75'-0" _ 50'-0" 25'-0" CHECKED BY: - -- ----- ------- - ---- -- - _ - --- -- - ---- - D R W y� REVISION 1 5 RAI 4 RA2 3 RA2 z EDITION At At Al _ � CLOSING 2 _RAI 4-10-94 4-4-94 3-16`•94 % DATE: AI� 2-16-94 -- 1 X 2-15-94 KEYNOTES --J GENERAL NOTES ------ -- -- � _ 2-21-94 1. ANODIZED ALUMINUM STOREFRONT 20. H/C PARKING, SEE SITE PLAN A. OUTLINE OF BRICK VENEER, OFFSETS EXAGGERATED FOR 3 3/16/94 2. STANLEY MAGIC DOOR PACKAGE 21. 7" X 7" TS CLARITY, ACTUAL OFFSET 1/2" 4 1/4/94 X110-3372, DURA-GLIDE 3000 SERIES 22. RETURN BRICK AT FACE B. DIMENSIONS FOR BRICK COLUMNS NOMINAL ADJUST 5 4/22/94 PLAN 3. ROOF LINE ABOVE 23. NOTE: DOCK SLAB EXTENDS 6" AT FOR BRICK AS REO'D 6 5/25/94 - FLOOR f L!"'►N 4. RECYCLE CONTAINER, (BY OTHERS) DOCK DOORS SEE ENLARGED PLAN 11/S4 5. COMPACTOR, (BY OTHERS) 24, DOCK LEVELER 6. 3' x 7' HM DOOR 25. (2) 3' x 7' HM DOORS 7. 4' x 4' HM DOOR, SILL AT 4'-0" 26. FLUSH EDGE OF SIDEWALK WITH GRADE 8. 8' x 8' OHD DOCK--HIGH 27. 4" PAINTED STRIPS FOR PEDESTRIAN CROSSING,- MACnNZIE/SAJTO k A9900ATESPC. O 9. CONCRETE RAMP, 7 1/2." CONC. OVER 6" 28. 4" CONCRETE WALK �/'-'� a RA3 1993, AU.RI(sITS RFSFP.VED C) CRUSHED ROCK, W/ LIGHT BROOM FINISH 29. 1 1/4"0 STD. STEEL RAIL PAINTED. Al TNESE DnAwlNcs ARE niE PaOPERTY of cD -J_ JA SAITO 4 ASStX]ATES,PC M 5 Q, 10. HANDICAP RAMP LIGHT BROOM FINISH 30. CONCRETE STAIR POURED -CK G E 5/23/94 Al AND AR�NOT TO 9E USED OR RE��- O CED IN AW MANNER, Exp PT WITH THE » PRIUR WRITICN PERMISSION tK M/SA 11. 6" FOR SPANDRAL SEAT, I /P. EA SIDE 31. 8 BOLLARD, SEE DETAIL 13/SD5, SIM. 1 -_ OF CANOPY 32. DOCK OUT FROM WALL 6", TYP. ALL ACROSS �� SHEET 12. METAL STUD WALL 33. TRASH ENCLOSER c d 13. ENC, OF CONCRETE: PANEL 34. 10" BOLLARD, SEE DETAIL 1,/SD5. rn 14. 1 1/2" AIR SPACE * COLUMNS 35. "NO PARKING/LOADING ZONE' SIGN, SEE DETAIL 12/SD5. 15. 1" AIR SPACE, TYP. 36. 2'-0" HIGH YELLOW REFLECTIVE LETTERS. 16. EDGE OF CONC. WALK AT FACE 37. '-O" IDE Y LLOW REFLECT[YL ST$�ES.._.--- OF BRICK AND CORNER j8. 3'-0" X 3 -0" X 8'-O" CHAIN LINK FENCE W/ 17. THICKENED SLAB EDGE 1'-6" AT -`GATE W,"PROVISIONS FOR LOCK N EDGE OF RAMP 3 RAI ---'�--- ~ OF 4 Ln 18. 6" EXTRUDED CURB ON EDGE OF RAMP - 19. SIO FINISH OVER 1/2" DNS-GLASS 2-26-94 JOB NO. G SL000IA PKWY.,15060 GOLD BOARD 2 RAt DEVISED SET 5/25/94 12 Or 2_t 6'94 AS ISSUED TO THE CITY 293457 - - - _ _._ ----- ti. ..N ., _-I . -_' _.. r�-__- � 1 1fiT� 1 -171 1 19 b ' ... IF THIS DOCUMENT IS LESS I � 1� 1 �� 4 � �Fj �� r�l � l 1 1� U �r 1 �TI� 1 J AUGUST 30 � LEGIBLE 7'Ht.N TRIS NO'1'ATION, IT IS DUE TO THE QUALITY OF Nose �j'_� F THE ORIGINAL DOCUMENT. �, - L - T E ti f3Z LZ 9 Z Z E 1 Z I ? T 9[ LT 91 4T r1 ET 17T��I T[ I 6 L 9 9 E L In null- - - I!IIIII1111I1111 IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Ilillllll IIIIII Illlll�ll!IIIII�IW111111ll1I111W1ll Illllli,! I ��- t1II11� lllllllllll►ll, If►llllll II►I IIIIWII U a 8 7 6 5 4 3 2 1J 2 2 A3 Y ai N A3 6 15 14 B u LLJ m N SIM _ T/PLATE H o N 'o o N p 25 0l FFIC DEPOTG a N 3 q N o 53 D/zq/o: "' off 2 . rmi a 1 6 ry O �NOO 25 b 4 Q =4�N 19 11 I N c `mm 53 ry W ac oN D m O 7/SLAB r N o ��' .. - -- ----- -- ._. -._.. .. . � LJ L. �. l_ __.. __l ........... L - L ._ .__ - LLI i� C 1 17 9 24 10 24 4 17 Y «O 2 C D Nal Q eb OL . _ 1 AY TYP. i 2 23 22 2 23 3 22 5 ' - 4-,e-N 2, Li EAST ELEVATION KEYNOTES I. RECESSED DOCK, PAINT TO MATCH BRICK. + 2. W z 8' OHD DOCK-HIGH c a 3. 00 5. `R NNSOM AS AVE ENTR�R, SILL AT 4'-0" A.F.F l�U Q J 6. FLASHING, HEIGHT TO MATCH SINGLE SOLDIER COURSE, PAINT TO MATCH BRICK. M O O rn 6 7. BRICK MOUNTED ON TILT-UP CONCRETE PANEL N Q 8. SIGN BY OFFICE DEPOT, YELLOW LETTERING WITH BLUE JEWS TE AND BLUE RETURNS. CENTERED ON ENTRY. L T/PLATE 9. 14' N DE z 12' GH DI2ED AL1:.Nu,M 570REF T ( ARK B 'LNZE O (2) S' z 7' AUTOMATIC SLID NG [ OR 4 MS 0 O 11. z 7 M DOOR, PA1NT TO MATCH BRICK. (� Q 12, CONCRETE RAMP 15 ` r' D 13. SIDEWALK AT BLDG _ 25 r, +, 7 0 14. DBL SOLDIER COURSE U a D/ze/u 15. ROWLOCK COURSE (RECESSED 1/2• AT 3'-O") 1416. SPANDRAL LITE ABOVE B BL SOLDIER 17. 1• AIR SPACE AT ENTRY COLUMNS U 1B. DOUBLE 3' z 7' DOOR, PAINT TO MATCH BRICK. m "— Q xr,,r ry 19. CONCRETE STAIRS O 4 20. 1 1/4.0 STD. STEEL HANDRAIL PAINT COLOR P-1 (BLUE). U 25 18 b 7 21. 8" BOLLARD, PAINT COLOR P-1 (BLUE), SEE DETAIL 13/SD5. C T/ROWLOCK '^ 21 Of 22. DOCK SEAL. CL 23. DOCK LEVELER. .y 15 T/SLAB D ANT COLOR P-1 (BLUE), SEE DETAIL 13/SD5. — — 5. BRICK COLOR �I GENERAL NOTES Y 1 A. PAINT COLOR AT ALL EXPOSED SURFACES AT RECESSED DOCK Y-ID-p{ TO MATCH BRICK COLOR, UNLESS NOTED OTHERWISE. N NORTH ELEVATION a NAe A2 D/YD/a N 1_ O 7 T/PLATE 'i U L.L.1 -- 25 O tr o 25 ry I I � � , 1 , ------- ------- DATE: 53 1$/2!94 DRAWN By'. WEST ELEVATION rrP. 1 -D" BK/SBM/F:VB/SLD CHECKED BY: DRW RE'A ON $$$ EDITION 44 sJill CLOS" C B A D w Mi Q� DATE: w X 2/15/94 D-ua{ 2 2-21-21-94 T/PLATE 3 3 16 94 4 x 4/4/94 5 4/22/94 6 5/25/94 25 it uum¢pRum•aemartv.p _ o o I in ,myegs�X�w/5lxyo�spuL n<rlro•nm�,a,9 O I O ry IJ,Vq MF M�r0 BE�V%D��FMO- N25 "aui•imrtx rwiixxiSi a"`u�L"rt SHEET J � o - 2S CROSS T SLAB /A\ /'/� / rl L u cu 20 9 ._.r r N OF 4 No- aI r e u A4 T09293457 S�7UTH ELEVATION REVISED SET 5/25/94 DEOWIA Mw ,11M --- ,/B• _ 1'-D• AS ISSUED TO THE CITY oup® lowupr a um — - ��Tj1}�7�IT y�'Ty}7� �T��7�T}y}7y�� ._ ._......._-__�— ! (• I LEGIBLE IF ;NIS THAN THIS CUAENT INOTATION, 4 ___ _ __ T�� yI .TTZ ii r J.G� AUGUST 30 996� , IT 15 DUE TO THE QUALITY OF THE DRIGINAL DOCURSNT. � uu�u uulim mdmi iudim uuliiu mi�lu�iluu udmi uidmi uulim uulim im6m imlmi uulm iu�ui i i, I I L B D �, 6m ouluullt3 OX j I uum inu KEYNOTESCL v 1. 6" 20 GA. METAL STUDS AT 1'-4" O.C. 2. GLU-LAM BEAM, SEE FRAMING PLAN, J. PROVIDE DEFLECTION CONNECTION AT STRUCTURE. 4. (4) #10 SCREWS. (!) 5. 1/!" EXTERIOR GYPSUM BOARD SOFFIT. W M 00 I•-' O CV 6. BRICK BEYOND. Q 0) r 2 IA, 7. MOTION SENSOR. — C `O As IN S. GLU-LAM PURI_IN, 5E_ RAMING PLAN. U N 0 CV 2-16^94 O � O � 9. 2 x 6 SUB-PURLIN, SEE FRAMING PLAN. 10. CLASS "B" BUILT-UP ROOF OVER PROTECTION BOARD, OVER )V 0 (fl p O /-- RIGID ON, OVER ROOF HEATHlNG, SEE FRAMING PLAN, Q 0 ai U) ( 11 EC ESSED CANO Y LIGHT IXTUR y f-5/24] 86 w • x C M Q 13. CONCRETE SIDEWALK. Al 0 O L` 14, CONCRETE FLOOR SLAB. Q ' L I • 15. BRICK COLUMN BEYOND. �0 ; 0 16. R-19 BATT INSULATION 17. FOAM SEAL CAULK AT TOP COURSE, TYPICAL. Q c 0 Q 18. SPANDRAL LITE \, 19. SCREEN VENTS A3 REQUIRED uJ CL o 0 N Lu. DRY/ANTI FREEZE SP, SYSTEM N ' °� ar 21. SERVICE ACCESS PANEL: AS REQUIRED Z °' O o (;A 22. VENTS AS REQUIRED LJ `n A4 4 \ 23. TS 3x3xX6 COLUMN AT EACH SIDE OF DOOR, WITH Y vi TTSSE T 6x6x)(6" HEADIER FROM COLUMN TOLCOLUMN.LD TO COLUMN. Q L) 0 0 \ 2 RA1 I c QOr a- 7 LASHING / SoP-, C \ — SL41'F \ 22 2-16-94 A - —r�tlas�Iel�__ 1_ 2 RAS -------__ _ A 9 2-10-114 T/LEDGER_ -- �- l — = LEDGER 111{ — _ r \ -- — r,-„ Ir — -- — -- —� 1 I / \ ® Lo 0 BEYOND I BEYOND BEYOND - L ® 8 ® 3 0 ® I _ a_ — ® ® I ® 'tz v Q fir/] 2 RAI �j f/!1 20 21 I ILLI i _A3 i� 2-16-94 rin 2 -RAI A3-� 1 2-16v Ez� pp7777 rin 6 RA7 I r ® A3 1t i I 5 •t 5 1 23 I ` 1 I W Q) — — — ----- ------- — — — . — -- — — B7M. BRIC16 K _ ( '04 n BTM. BRICK �"' szz 6 RA7wzr~�.._.._, — L.�j� 19 19 167 3 F2T5/25/94 I II 3 S3 .�� __ 1L;T�-�1C1 _ 2 RA1 : A3 H. :..__...Jl. Lr._..._.n,.l + -_ o. . �.____ AN 0.H. ....__.Jl._._..__..1� _. l -. ._� 2-18-94 1A r I II L;... 1 W--:..._ �L ............J.... 2-,--94 I II ]C`_..�:�:1L__ .:.J ® I JL 6 RA8 - -- - -- - ---- -------------------- --- --------- �! :- •_..1 __. �.. -. n 15/25/94 - -i--" T--------=-- IL -------- ---------- _10 - ___.__. -_ r_sr:r t~ `i 0 71 1I ,� C�x-�... -�..... •,' ,,.,,,, n L I � I I I I I I I -- - FUTURE I ! D. BUILD OU � � �(DASHED) ��_ I I I I I I I I OF I I __ _ �J _ l_[:,..;..�J[� ' ® I i DATE: 2/2/94 JG_. ....s )I I I I I I I I I I N 'r- _.. –�_ Cl- =- -* 1DRAWN BY; -_ : _. ��.:Wy jr- :��••�� ® I K VB SLD _... IL___ / o w - t ...... I I I - Y BCW.. _�! - I CHECKED B . - _ II III DRW 177- jC= _lJ .r I I I I ! 1. �L ,.- y.:_. ,.Ji. YS REVISION .��.. �L.. .. , .ry( 0 ,`_.....".�� w;• 4 .�� I EDITION CLOSING I �I ��,..✓_.....,.��...JL".J - I I I I I All ' � ...:.=1C —1L_._r I I I L---- ---- -J L _------- ! _ .----- ---� Z DATE: r-- - -----7 F - ---- --- -� II 11 ! 3 RA4— .._. _.. _ C _ , 1 X 2/15/94 A3 - --___-- �� ` _ _ -__� —._J. lam! I -16-94 `�� j - �L_�..��.. _ �.�t., I I I I I III I I , . I I I I I I I I III II 0 I 4 X 4/4/94/ 4 --l"El ! ! { I ! ! ! I III III 5 X 4/22/94 a �� .r;�_ _ b ....._1r .._— / I I I I I III II _ r. 4 / I K1 A4 I I III III _ - I I I ..J,...,,,.,._._.. 1.. - MACKENZI[ �F_..— C.. „J!. / - I ` /SAITD.ASSOCIATS.P,C. 1SLAB ___ _ . ----- _— - waa. Au maNrs RE SFRVED - --- ---- r ..._ - -.-- - - '.. ---"-- V I .•t ,d +' •' ^ THESE DRAZU,M%S ARE THE PROPERIV OR(FF/ ' + v ++ -- . ----- °• - - a• v a - ° —�...„--- -- DUCED cxEl1Hi A[Nv MATO BE UXICA.E 5 w!TH�MI}/F l A AND ME NUT TO 8, USED DR RE J- -u— PRIOR WRITTEN PERMkAloN OF M/SA I �•N SHEET � � I / A3 SECTf1 ��N m • `- _- --' � 15� - - ---- - - ----A3j3/4'-1 -0 m ` -- "' '{-- S4 ,JF -- all A3 AT ENTRY CANOPY �S4 � - " JOB N0 Ln REVISED SET 5/25/94 29345 I AS ISSUED TO THE CITY V SFOUOIA PKWY.,15060 BUP 94.9050 cn 14 OF 37 I I T IF THIS DOCUMENT IS LESS �11T1�i �TTTiI' I J� TTI '1j11T Tr' I4i I I I I ilfTMTP�l�fJT�TITT �i�7� mnp (� I I � I TIT I }'� 1 I I � � 1}, �+ �y LEGI[3LE THAN THIS NO'I'ATION, -- -�, _---_ _--_-- -__-_J��_._ `�1 -_- I - _- 1 �T 11. ] AUGUST 3�/ 1- 995 1 1'1' IS DUE TO THE QUALJI'Y OF' _ '[HE ORIGINAL DOCUMENT'. _ - li -LL - 9,41111111,111►11144,41141►1411414111 IIIIIIIII`I!II{IIII IIIIII111411!IIIII IIIIIIU{III1{11N1 NII�IIII III{IPII IIIII �lll Ull�llll IIIIIllI I��lu'� I uJJlll►, ►llllllll 1111 IIII 11114N►1 4w. --- 2" HIGH WATER DAM ----ROOF DRAIN 2 RA1 (, Fc: � - EXTENSION SLEEVE AS REO'D �--EXTENSION SLEEVE AS REO'D OVERFLOW DRAIN 2- 6 e4_ L 2 --EDGE OF SUMP AT EDGE OF LEAD PAN - �- 3 25'-0" CONC. PNLS U S" -----�-'-�� A4 � CANT --- 3'-F" 0 DI H -6" 0 DISH -- - 1 1/2" AIR SPACE TYP. EXCEPT /--BRICK VENEER 0 EI -BUILT UP ROOF ON klClf) BUILT UP ROOF ON RIG(p ��._ AT CENTER COLUMNS AT LAJ rn i l / -------PRIMARY DRAIN �1 r / fi" 0 OVERFLOW DRAIN, SEPARATE ENTRY USE 1" AIR SPACE. uj L O - _ _ I n INSULATION INSULATION Q � I , \ I LINES, DAYLITE 70 EXTERIOR ON EAST SIDE �� 1a I 4'-0" 2" DEEP SUMP I ' i" I FA_ OF BRICK . _ N O N \ ' 4 �I / 'r--FOR REINF.EL, SEE 9/S4 I Lj p> R � 70 GRAIN C, C� / - - _- - - -- --- f��------- -- 6"0 ROOF DRAIN ABOVE -- --- // O O m M LL U I AtW _ ? i , �--1 1/2" AIR SPACE � Q ,0 p i -SECONDA Y DRAIN b tO 13 112 - ` 1 112" «- • rn x C M Q \ - 1/2" PROTECTION BOARD _ _,_ • V I ~ o `�--- ROOF SUMP RECEIVER DAYLITE OVERFLOW LINE--- I - N ` �\ �- 1/2" PROTECTION BOARD i o - O UNDERDECK CLAMP CONCRETE FLOOR SI-AB ,� Q C ` ^ 0) (n c o Q1 rn - ------ ---- 0 ��\ �....---ROOF SHEATHING �• c I 1 . 1 ROOF SUMP RECEIVER 2'_g" — - • m 0)04 ,� as N 4) r i - 2'-0 -- - --- --- UNDERDECK CLAMP _._._ -- _----- UI QZ � 3 O O �I w W \`----- m o u i 3 - -----DOUBLE 2 x 4 BLOCKING - DOUBI-E 2 x 4 BLOCKING /------�,RA1N LWE, Q Y Q) (ri c SEE SD3 o n O o A4 AROUND DRAIN, TYPICAL AROUND DRAIN, TYPICAL / I I U // UI V) Q U Qi O ra0 I � Q °oa. CL I �. N �, 6RICK FURRING AT CONIC. COLUMN Dk4— ROOE_-RAIN PLAN -_- - _- � (—A 2 - PRIMARY ROOF _DRAIN- _ Q 3 SECONDARY_ROOF-DRAIN__- _- __- _�_ � 4 ROOF DRAIN SECTION5- -- 1/2„=1'--o” �- 4 � `� A4 3„=1'-0' v �'.4 ,/4,.=1 o A4 Nt_�N - -- ---- -- ---- --- 3/ 3'=1'-0” - r- a"=i'-O„ Q - q cvOF BRICK2 RFLASHING --4CONC. WALK, BROOIA 71NISH -- ---4" CONCRETE LANDING, Aa--15/� BLDG PAPER SLOPE I /�~ BROOM FINISH r /i--�--1 1/4"0 STANDARD STEEL RAIL � " - (6) TREADS AT 11" = 5'-6T-24 W IIIIII CONC, SPANDREL ABOVE -- ---SINGLE ROW OF RUNNING BOND `-^-_� U [01 O 5'-0" FALSE COLUMN ------TOP TOP PLATE 2 RAt 2X MAX / --1 1/4" STANDARD STEEL L 1 EO. EO. SLOPE - >'/ r,3�4As PIPE RAIL, PAINT (P-1 BLUE) (^�I ��C� C: _ 2-16-94 -- \ -FINISHED BRICK EDGES a 3 (d/2" --- pOUBLE ROW OF SULDJERS i io —ANTI SKID A7 NOSING, TYP, e RA4 y L- 0 i = �1 2" NOSING E5, :i4] O/ U N 4 RA2_ 3" 'o - -- -- ;� M ",.� -1y3 NOSE DARS 1 1/2" / IW-' \ A4 // --- CONCRE,E STAIRS, , II COV p I i l 4-4_94 --�' / BROOM FINISH II DJACENT GRADE TO 1 ._ a z - -� �_ ��/! f2 1 2 B 00OLLOW SLOPE OF STAIR "' '� O .— U 0 iv / I�Ul iv 1/2.. fir- ,4 IN ¢ Q '11 •- �� I 0 Lo V) M .— 2... o '- ' i CK ti-- 1 1 -• i W •- (I l F � r v - L 1/2" MAX DROP AT -N y U L1L� a a THRESHOLD \ 2% MAX COMPACTED FILL \. �. . a a �•, --DAMP PROOF ON CONC LJ -- SINGLE ROW OF ROWLOCK b Z z 40 #4 CONT, 12" EACH-� '>' IO -'1,72 N Z ~ 1 WAY -CONC. T.U. PANEL t --F _ 4]i '---PERMA SEAL MIN 6" - - _�_ __ _ _ 0 #5 CONT. TOP AND-BOTTOM -� �\ \ LAP ONTO CONC. AND - \ AT I-RAMS WALL --4" `:GNC. LANDING, BROOM L- 5��0-_ FINISH BROOM FINISH M \� -METAL STUDS 4" CONCRETE WALK - 1SPOT nNG VERTICAL SUPPORT I ----1/2" EXTERIOR GYP. SHEA THING I s BRICK PILASTER 7 BRICK_ DETAIL e EXTERIOR STAIRS 9 CONCRETE STAIR AND RAILING � � - A4 PLAN 3/4"=1'-0" A4 I 1/2"=1'-O" A4 (SERVICE STAIRS) a RAI (SERVICE STAIRS) 5RA1 1/2"=1A4 A '-0" Q ; 2-24-94 E2]4_qi] O 0 W W U LL LL � O GATE: - 2/z/94 DRAWN BY: _ SBW/KVB/SLG CHECKED BY: I DRW i N� REVISION 6E5 ig EDITION ay CLOSING a i DATE: 1 X 2/15/94 21 2/21/94 _ 3/16/94 4 4/4/94 5 X 4/2.2/94_ 5 5/25/94 kA NACUENZIr_:1SAi TOA ASSUC!A TES,P.C. 1993, ALL�i!C+rtS RESER41) TMESE DRAWINGS ARE THE PROPERTY OF 1UCXENZIE/F A ASSOCIATES,PG IN/S A))AND ►R NOT TO BE USED UR RER U- UUCED IN ANY WhINER EXCEPT WITH TNF PRK&WRITTEN PERMISSION OF M/SA CD SHEET 0 A4 (r OF JOB N0. `u REVISED SET 5/ 25/94293457 In SE'OUOIA PKWY.,15060 AS ISSUEL./n TO _71"I"I�E CITY C� Y BUP 94.0050 15 OF 97 IF THIS DOCUMENT IS LESS �'1 __ l j� �I10r 1 1 �1 r 1� 1 11- iT 11 LL 1 _ 11 r r 1 r T 1 I � I AUGUST 3Q 1995 �✓ � � LEGIBLE THAN THIS NOTATION, _-_ T IT IS DUE TO THE QUALITY OF -�- No.3e PFIE ORIGINAL DOCUMENT. g I Z BZ GZ 9 ZIlk I�L8 91 £ L JI, Tr�.,��1111111II�IIIIIi> ll: I Wlllll IIIIIIII IIII IIII�WIII i a: I 4 7 , I W m I00 n 2 _ 3 6 Q n N 225'-0" w'-0" a v� 37' 6" 37'-8" S7'-8' 37•-� EEE: 37'-8" - 0 .0 m r 37 -8" 59'-0' 75'-0" Bi _p- V) G 25'-0" 25,_0" 16_-G 25'-0" 2S' Cr 2.5'-0" Q o a v 25' 0" 8-0� 25 -0 �- c • n - 01. 10 1{ B 10 PANELS, TYP O • `O 3- I 51 53 S3 S3 ~ gon O O IM Q E;;: l�N B B N e 1n m O ❑ �. + r 32 u W a G 0 N 22 I 10 14 N • m :M T SM T DGER 22 S3 SS Z `3 00 17 1 L ,9 �� 18 L 24-0" <• 0' J °' 25 LLI S3 53 T EDGE? T ® OO O _ 11 qv 602-0" O.C. ii 19 B a O - -1 r- 24'-0" - - , w Or - - a O 24'_0" 24- BLOCK PLYING ED3ES r 29 r - - -1 r r O - - - - - - U N 0.2 c A - GL SM. 3 1/8 v 24 SM. 3..-1/8 x 14 (2 F-.V4). GL. B" 3 1/B v 26 (24F V4) Q 2 w o t f (24F-V4) ACE BM O LS. FACE PAL J - J T EDGE � Q O a d y---- L - - J 2,3'-IOL - -J b tl T M 7 1 4 L I _ S3 S3 o N 53 23'-10' SSJ 24 7 EDGER 7 8 I 23'-'0" 84 // 10- 23'-fO 73'-10" � - SIM . --- ` 3 20 v 16 23-10 r2 RAI �TYP. - 0 ox Lr) O 5 5. d � I ► I N °' 0 a) g r I I I a � O a O 17 L J 53 OL J 1 f SMI 0 54 b TAM T M L le-ed T EDGER © b I U C TAMb ® I Y3 EDGER 9 --I r 23 3'- 23'3" r 23'-3" r 23'-3' 33 23'_3 N C.) i TYP I I I I I I I I 81 I el °D B L J { :-ze-.. s -AM ,' _ �� L J L J L J O I 0 4 23-J r l I I 34 l a Q 18 'L 1 N \ b 15 31 I"II I T EDOER L \ ^ n n n 5'-d' 1 53 I I 23,_7" k k w 'B 28 �x O f k k a m °a 18 T v gm m n 7 n i n ¢ T/8M, T/LEDGER b 53 `( n v 22•_10" / A 30 Is I r C ry S b to UO UO i 2 m Z m = • : M1 N c m L 4 27 ( O C") r 1 S` 13 e-J M S3 53 S4TAM a O .r C I ` T 14 w EDGER T M 17 TAM " 22 7 s1 10 22'-7" 53bl22-7" • BA•IIIk B • elL J LJ b L J 3a J O s3 "' B S V 3 Lr_ O , u e - OC 3'-0" LL 00 b T M m �00 BAY 1 T ODER ILL 1 O r I 12 SS S3 0 _ O J 1 IPJ L - -1 /1 _ b I n YP O ^ 53 IA g L .J +. " .• + n u SS , er..l�Xy.1 T �A' b ❑ 33 u n w e _ II __ --_- k � F e m y 4 m T FY¢1v?J.oc 2'-SIL 46 T M v� T M / T7 4 21'-EDGER _ S3 T�eTF Or OCt`U T 3M T EDGER TB 1 _4T T M _ / ` 1 Ti'_ - - 21,_11. rr - -. _I DATE: 1 I _ sivaa I ��- '�' • �cc^� � � l - J ( L -J BY L : L - - L L - J ¢a - - G ® 0 •J BK/SBM/SLD L - - J ® L - - -__ - J O L .- J O U - O °" O A,18 n 26 5 6 O U [J © C, t 1 I0 14 10 1 7 CHECKED BY: •- t 53 A4 S3 SS SS SIM. 44 Zg-0" ., I DRW A4 75'-0" _ -_- 50'_0, 15'-0" 5O'_p^ ___ r REVISION KEYNOTES � 2 s 7 a � �� EDITION /= FOUNDATION / ROOF FRAMING PLAN . CONSTRUCTION JOINT, SEE 1/54 ,B. 4 x 6 P.T. LEDGER, SEE DET. 14553 - - 1 X 2/15/94 2. CONTROL JOINT, SEE 2/54 19. 4 x 12 P.T. LEDGER, SEE DET. 15/53 37,_8. 37'-8` 3. 4'-0" FILLER STRIP W/ 14 AT 2'-O" O.C. EA WAY 20. 5" SLAB OVER 6" CRUSHED ROCK LV/ 14 O 2'-0" O.C. E.W. SEE DETAIL 14 16 17 16 - 2 2-21-94 1/8" = 1'G 4. GL PURLfN 2 1/2 x 24 (24F-E2O) C=1 1/2" AT 8'-0" O.C. 17/S3 FOR LOCATION OF CONTINUOUZ REINF. THROUGH FILLER STRIP JOINT. A 3 3/16/94 WITH SIMPSON GLT2.6 HANGER EACH END TYPICAL 21. GL BEAM DRAG STRUT 4 4/4T94 GENERAL NOTES Mt S. 2 x 6 SUBPURLIN DFL IC AT 2'-0" O.C. WITH SIMPSON 15 F26N 22. SPANDREL PANEL 5 X 4 22 94 sl HANGER EACH END TYPICAL (NOTE: WHERE NAILING IS 2 1/2" 23. 2` RIC7O INSUL. WITHIN 2'-0" OF EXTERIOR WALL b Y iJ 6 5/25 94 ---__-- - e--ST- O.C. AT PANEL EDGES, SEE ROOF NAILING/STRAPPING PLAN, 24, 6" CONIC SLAB OVER 6" CRUSHED ROCK WITH USE J x 4 DFL 12 SOBPURLIN AT PANEL EDGES WITH LIGHT BROOM FINISH AND / Bel r A. SEE GENERAL NSIMPSON F34 HANGER EACH END) 25. TURN DOWN SLAB V-5" AT END N OF MATERIALS AND BRRICKK VENEER ATTACHMENT.v 1,") FOR: SPECIAL INSPECTION 6. 5/8" PLYWOOD 26. DBL ^UBPURLINS AROUND ROOF SUMP 1 '•`B4 f _ 15 - r' 7. BUILT UP ROOF OVER 1/2" ISOLATION BD. OVER RIGID INSUL 27. OPENING FOR TRASH COMPACTOR ODOR 75 TYP B. GL POPLIN 2 1/2 v 21 (24F-E2O) C=7/8" AT 8'-0" O.C. WITH 52 1/d" v 52 1/4" FOR 48" SO. DOOR, - _ vwx[xuxskn•oxveneo c. rov til wwn+[z+'a° SIMPSON GLT2.6 HANGER EACH END SILL AT 48" 12 if 13 Maw 9. 2'-0" x 2'-0" CUTOUT FUR RECEFSED BASE PLATE 28. STRIP FIG AT DOCK = _ - c" "'o'?�`0 FOOTING SCHEDULE 10. T.S. COLUMN 7 x 7 x 5/18 TYPICAL 29 GENITOR FOOTING E OUTSIDE FACE L "x"LN°e"" a" .p 11. 4 x 12 DRAG STRUT WITH SIMPSON HWUN2 AT BM., OF CONCRETE PANEL, E.W. _ / / P J0. DOCK LEVELER _ / / SHEET tOtl AT 2 1/2" OC FULL LENGTH 14 _ MARK LENGTH WIDT14 DEPTH LONGITUDINAL TRANSVERSE REMARKS 12. ROOF NAILING 10d AT 3 1/2" O.C. AT PANEL EDGES AND 31. 1/2% MAX CROSS SLOPE AT CO REINFORCING REINFORCING 1T" O.C. AT INTERIOR SUPPORTS J2. CENTER FOOTING Oh' CGNCRETE PANEL LEG, E.W. el 13 2 13. ROOF NAILING 10d AT 2 1/2" O.C. STAGGERED WITH 3 x 4 33. F HATCH _ e/48/•4 r-e v AO 8'-6" B'-6" V-3` (9) 16 x 8'-0" (9) 16 x 8'-0" SUBPURLINS AT PANEL EDGES AND 12" O.C. AT INTERIOR SUPPORTS 34. LOCATE TE DISH . BOO oLUM~N ROVIDE b %/�%� j - �•y" \J 14. SIMPSON ST6224 AT 8'-0" O.C. AT FIRST TWO PURLINS 4 X B SUPPORT AROUND PERIMETER OF DISH V /sl 7:-0" 7'-0" 1'-3" (7) N6 x 6'-0" (7) I/6 x 8'-0" - FROM WALL, TYPICAL O ROOF FRAMING. H - 2{'-0" N O 9'-0" 6'-0" i'-0" (5) I/8 x 8'-6" (9) x 5'-6" 15. SIMPSON SA36 AT EA PURLIN, TYPICAL OF 4 16. 4 x 12 DRAG STRUT WITH SIMPS�.e HNJ HANGER EACH END 21 OJ 17. DBL. ROW 100d AT : 1/2" AT GL 8M FIRST 24' FROM E/W WALL =2M JOB N0. o ROOF NAILING AND STRAPPING PLAN REVISED SET 5/25/94293457 N NOWWY. INN A£ ISSUED TO 'fHE CITY 16mv __. ., TJ,�1j1�1�1 �T�I��I111TTt111771�1T1}�T�}}71�� T�fT,1 T�1jT� T{T�1T11T 7tJ�TT�j�T�1T}1 --.... _ i IF TNIS DOCUMENT IS LESS I7I IfiI ' }"1 1 /x� '. 1 '' 1 1•� 16I I ' ixI I ' �• I AlJ("jU Jj 30 1 §'951FF 1 11 LEGIBLE THAN THIS NOTATION, L 1�I ■■ IT IS DUE TO THE QUALITY OF t* 1111 THE ORIGINAL DOCUMENT. L L lt6 L I BTI T BI II 1 [ t 1 Ell 9 I im millet uuluu Idml uuluu mlliill uub.11�liulmi lmluu uullm Imlml mdlm uuluu uullm uuluu u�u ml 'u u.'ul a no mi m•ull 30X .-J . 7 6 5 4 3 4- < u) 2 3 9 LAJ tr) co 5 2 5 0 C'4 a, T/k a) cri C) a) X C,4 �i 0 (D M — 2 2 t2 xm: ❑ CL11), < iiD F2 !ilo 40 a) -7/ C tn < 2 4) 0 1,10 a, I- I C14 00 --- 2 -6 a4 - - C - , C-4 r- < c #- r-, In V) C 0 (Do) 0 -6 TRA4-- � 1 - ❑ _e3 3 §-- r5 -2 0 1 S2 �;4 ��S�S 4 3 CL c -i/25/94 I LLQ r, 0 (N 19 0 SPANDREL SEAT - 0 C6 O)C4 s 0 PNL, #9 T/SLAB 7 2 ?2 �?3 63 S3 T/FT W :3 u 12 r11 10 o 19 < cy) 0 u (S3 --jF F9 I ❑ F61 4'-3" SEE PANEL 7 SEE PANEL 7 SEE PANEL 11 SEE PANEL 11 SEE PANEL 11 SEE PANEL 11 SEE PANEL 11 NOTE: EXTEND PNL 6s RAF " 6 165 NOTE: EXIEND PNL 6"FOR SPANDREL SEAT FOR SPANDREL SEAT SEE DIL. 20/S3 FOR RE] F, SEE 5/S4 & 6,/S4 EAST ELEVATION 4- 6" PANELS, TYPICAL a) B c D > 0 A -le) Q) 0) KEYNOTES rF0 5 Q) (D-\ 1. #4 AT 12" O.C. EACH WAY AT CENTERLINE OF PANEL OR L- 2. (2) #5 AT EDGE OF PANEL 0 3. (2) #5 AT EDGE OF PANEL, EXTEND PAST OPENING 2'-6" 4'74. (4) #5 EACH FACE EQUALLY SPACED 5. (3) #5 AT CENTERLINE OF PANEL, PLACE AT CHORD TIE SHOWN I •� O 0 SPANDREL 8 4IN DETAIL 4/S4 [07 C) 1 6� 6. RECESSED TRUCK WELL BEYOND. 5 TYP -ER nL-- 5 ,� ®S§ 40 464 7. SEE DETAIL 10/S4 FOR PNL/PNL AT TOP OF PILASI SPANDREL SEAT 8. EXTEND PILASTER TO BM SEAT, SEE ROOF FRAMING & 6/S3 9. FACE OF DOCK WALL PROJECTS OUT 6" AT DOCK DOORS, m Q 2'-6" 0 111-/ 3 3 0 SEE ENLARGED PLAN 11/S4. 10. OPENING FOR 3' x 7' HM DOOP r2 D N .11. EXTEND PILASTER UP TO DRAG STRUT, TYPICAL 12. NOTCH PNL AROUND PILASTER 00 NOT REDUCE PILASTER SIZE 13. NOTCH SPANDREL AT PILASTER 1 j __ ,- _ - -- _- - f I b t 14. OFc�NTNG FOR DOUBLE 3' 7' HM DOOR, LOCATE PER PLANS. -1 RS2 7/SLAB 71, t Sj S4 T-/FTG NORTH ELEV 0 _�-I 6-E94] 14 I 4 L3 3] 32 r31 30 T/FTG WEST ELEV SPANDREL SEE PANEL 11 SEE PANEL 1 SEE PANEL 11 SEE PANEL 11 2N V) NORTH ELEVATION 0 6" PANELS, TYPICAL 118" 0 (L 0 > SLI 06 7 8 5 LLJ • 2 4,> > 1 W T/T 0 LJ C: u- 0 u- n I ( 0 in to 7"r N) A < T/SLAB 1_ - — —_L _ _}- -- -_�__ -_ _ _� ___ -_ _ _ _ __ T__ _ _ in OF T/FTG 18 F-1 DATE: 221 SEC' PANE'- 11 SEE PANEL 11 2/2/94 F 28 28 F?6 L-25] [2 4] __ F2�3 F-E, - SEE PANEL 11 SEE PANEL 11 SEE PANEL 11 SEE PANE_ 11 SEE PANEL 11 DRAWN IW N 8—Y: SEE PANEL 11 SEE PANEL I I SEI PANEL I SEE PANEL I I BK/SBM/SLD CHECKED BY: DR101 WEST ELEVATION - REVISION I/R" d EDI[ION 6" PANELS, TYPICAL 5 e�' CLOSING DATE: Ir B A c D 1 X 2/15/94 2 2/21/94 RAI 3 -7/16/94 2 :�2 2 S2 -X--4/, 4-/9-4-- T/T- M 7 5 x 4/22/94 4 19 611-RA 4 --��@ FANDREL 6 5/25/94 0- S4 S2 5/25/94 ---- -(Aa F ANDREL. T/PILASTE�, -04 1 10 rat 1993. AL.RIGHTS RESFRVIED E CRAW!NOS AR'E THE PROPERTY OF 0 -2 6" S4 ENVIE SNTO& 3 4 A AND AR NOT TO OF U () RE 0- 0 D A AW RSS E ,EMIPT WN THE C3 c14 C) 0 PRIOR WR N'ERMIOf M/sA % \16 1 1 9 ;n SHEET cr*l 3 4 N S4 ❑ S4 I O SL A B 1O 2 RAI 0 S2 1 3 2-15- to 011 nT/1" 4- SEE PANEL 4 OF 4 2 I:; OR NO. 2 [17] 6 Fri] In L2-01 J BEYOND SEE PANEL 11 SEE PANEL 11 SEE PANEL I I REVISED SET 5/25/94 291457 ruSOUTH ELEVATIOI JAS ISSUIED TO THE CITY - SEQUOIA PKWY.,0060 6" PANELS, TYPICAL SUP 94-NSO ITT 11 1,1q,I —([F[T TI-IT"IT711 INo.3M911 Ili 11 T TjTpgjIjjjIjIjlIlj F T 111111 IF THIS DOCUAENT IS LESS T, 0 1995 LMIBLE THAN THIS NOTATION, AUGUST 30 IT IS DUE TO THE QUAlITY OF' 6 0.!f.jmr- THE ORIGINAL DOCUMENT. -L H 1111116 --- --_--F27 RAI - - — ----- - ----1" TYP'CAL, ��. `•� - 1 1/2" AT FALSE COLUMNS / ---BRICK VFNEER -�----- 8) 7, PROVIDE 12"BRICK AT EXPOSED AREAS �-- F ANEL REINFORCING - SEE g3 HAIRPINS -_ _ L- ( p 'fDE -- V- R 1/2 x 15 x 21 -- a- � --DAMP PROOF CONC. TYP. DAMP PROOF CONCRETE, TYPICAL HOOK A7 COLUMN �/ PANEL ELEVATIONS, SHEET S2 (1) EA STUD - � - -_ � WITH (6) 3/4°0 x 4" HWS F- --- // 5/8" I F W TRU-BOLT ---- j 3' 1 1/2 9" 4 1112" �-_-_] / ' TO EDGE PNL --CONCRETE PANEL ` -- PERMA SEAL FL.AS1iNG UP 12^ AT 2'-8" O.C.OC -BRICK VENEER 1'-6" - ,,,------CONCRETE PERMA SEAL FLASHING UP 1�" I - V --CONCRETE PANEL F- G 00 - � /- �� THRU BRICK COU?cE ",d0'✓E WITH R }�"x.3"x5" � GL. BM. 6 3/4 x 21- Allh. * + � W � THRID BRICK COURSE ABOVE ADJACENT GRADE WEEP HOLES AS REQ'U g R�4 20 GA. TRACK NOR1Z. REINF. AT COLUMNS _-____._____.___ _ - _ / Q C / - PROVIDE 10' HOOKS FOR rn ADJACENT GRADE 53 / --CONCRETE PANEL WI {2) �t10 II t } U 00 / 3 1/4" 5/25/94 SCkr.':::' EACH DAMP PROOF' CONC., TYP. --- 2" \ - 0 tV R 1/2 x 10 x 10--� O N U N MIN, -PEA GR ✓tL UP COURSES WITH 4T 7" GAGE � 0 �� STUD - WltH (4) .5/8"0 x 4' �� L (� p m M I l _�--SET ANGLE AS REO'D FOR - _ 0 - J BRICK COUKSiNS, COA; WI H ---- I �/ io + + i I 0 c� N --#4 TIES AT 6" O.C. ----------- --� � _ Q ,o a `•� i \ ASPHAL TIC EMULSION ERE _._____ , -- -- \ , LOCATED Y AD . GRADE W O ?L RAI uu ( PERMASEAL FLASHING UP 12" -� .- • X �►--SLOPE 276 _- L8 x 4 x('112- 3/4" 0 w I j R 2-15 94 of S3I ---u o - o --o- ---- - - - - ----� 1/4 ---1\., R• 1/ C c� � � �.-�-�- • - ! W EIOL7S 2'-6" O.C. _I c� � ,�. O • � I (,NAX S" FROM END OF ANGLE) Q �I I -SOLDIER COURSE O O 0 0 _ - _ \\ WITH SPECIAL INSPECTION OF - --- -- - -` -- --- -- ` - - j \ I c 00 Q C .— r, In I INS7/,ELATION � `�� :.✓ e PEA GRAVEL -. _ -__--_----- �_� N C O � \ --- 4" BLOCK BELOW GRADE r 1 4 f� 4 (2) 7/8"0 A307 ROD \ p Q f - ALTERNATE 71E DIRECTION O - I / s i 6" -,�I` LTJ p O cV \ 2 RAI R-7 RIGID INSPL.gT10N o �' 3/8 x 3 x 6 WITH 6 - • m 0 \ I • • - - S5 WITHIN 2'-0" �1F INSIDE --NOTE STOP FTG. � 70 - � I\I FACE OF WALT ---WEEP HOLES AS REQUIRED ►- M - EXTEND UNDER PANE!. I - (2) SIMPSON HD10A ASPHALT EXP, JOINT - �_-- I ? 3 4' -L8 x 4 x 1 2 SEE _ , - x .3'-0" A706 REBAR Z w / / BOCK AS REQUIRED I EMBED R - SEE DETAIL 5/S3 -� LJ s 3 0 , L - . -._ ?TRIP FTG 1' x V W/ (2) #4 DETAIL 1/S3 Y Ln C. U � \ - ----4" - --T/I S OR CON C. WALK - T/FTC AT 7/OF SPOT FIGS, 1 1/2 g RA4 (2) 7/8" A307------- _ �-PANEL JOINT U 0 c 4" CONC. WALK 1 -Q TYri�AL JMF_7AL AND - CER. iYP. S3 RODS Q u O W O L 1/4" CALK AT _ <r 0 a a. 1'-10 1�" � DOCK� 5/25/94 SEE DETAIL 10!53----,--� NOTE: FOR ALT. REFER TO DETAIL 2/S3 \\ SAND OR CRUSHED ROCK EDGE OF GYP. BD. - fi ----- " dTRY FOR BEAM BUCKET E r �,K l .EDGER 2 AL'i ERNATE BRICK LEDGER 3 THICKENED EDGE OF CONC. PANEL a_ GL. Bull. TO WALL__ 5.1 EMBED_ PLATE r - .S3 1 1/2"=1'-0" 1 1/2"=1'-0" $3 AT PANEL OPENING 1 1/2"=1'-0" 83 AT RECESSED GOrK 1 1/2"=1'-0" SST REC�SSED DOCK IN � � -----NAIL PLYWOOD TO DRAG STRUT - LEDGER EOLTS ((4) 7/8" 0) DOUBLE ROW OF 10 d AT 2 1/2" OC FULL LENGTH -- z -- ---- CONCRETE PANEL c �o SIMPSON MS76 I STRAP--- R --- - a 2�-RAAI Q� j TRAP LEDGER TO -4 x 12 P.T• LEDGER - 13 x 24 GL. BM. TU PNL ------ (2) SIMPSON HDBA WITH 7/8"0 J S3 - I �'i/2 x 10 x 10 ! ` r �y A307 ROD EACH SIDE PURLIN, t -1 1/2" SLOTTED HOLE Ln v �0 0 DRAG STRU1 SEE DETAIL 15 S3 - / N 4 x 6 -STRAP 70 LEDGEk (8) TOTAL --_ �--- � �--- ------CONCRETE PANEL - � M � SEE PANEL ELEVATIONS \' -- - - FLAN _ , , Fol ` v -- -- -- PURLIN, SEE ROOF FRAMING FOR REINF. \ C Y -� L� ' _ - ( �'� PLAN FOR SIZE Q n L ------, - SIMPSON HWU HANGER, i-- ---- - --- -------- - � _ -- � " O /-- -4 x 12 17 LEDGER - SEE / O (� I 2" CLR - 4 x 12 DRA„ STRI:I, WITH u N OFFSET AS REO'D. 5 /S DOUBLE ROW OF 10 d AT ^ DETAIL 15 �3 i 4 x 12 DRAG STRUT WITH --4 x 6 PT LEDGER SEE pJJ/,I 2 1/2" OC FU!L LENGTH I L (aI --��- I SIMPSON HWU EACH ENDDETAILS 0 0 0 0 0 0 0 0 I////.I _ 14 '�3 - ---- 1 EMBED 1 � � 0 - ---R 5/16 x 8 ,c 8 ' ✓ - R /` SIDE X5/16 x 10 x DEP H J 4 x 12 WI7r 1-- TYPICAL_ _ _ SIMPSON MSO-50 STRAP o 0 0 0- 0 0 0 �� ® x 12 x 1'-9" WITH T� SIM-50N H►YU412 WITH (2) 3/4"0 M.B. 1 -� - - LEDGER 10 DRAG, STRUT �� ------- -- ® I - _ BEAM -1" WITH (2) 3/4 ' M.B. (o) 3/40 x 4" ° HWS A7 9" GAGE HANr.ER, OFFSET - \ `1^ 1/2" 1 t/2" ---- - l ® - - �+ 1 4 _ HANGER AS REO'L,. H- \ ._ 3 3" 3" 3" 3" -- - o� (AT PANEL JOINT USE / / -�`�` I �_!� --GL. BM. -SEE ROOF 2 �t (2) R1,�2 x 8 x 1'-9" 1 1 2" m 'U / , I FRAMING PLAN FOR SIZE l ��_ _ S3 _ - I / FOR HOLDOWNS - ---� - ,/,1 4•• 12-ig-94 WITH (3) 3/4"0 x 4" HWS) ( '� SEE rJE7Ail �r 733 (3) #3 TIES AT 1 1 2" O.C;. fL' 1/2 x ., x V-2" WITH O O O S -� (2) 3/4"0 x 6" HWS ;t SEE DETAIL 6/33 FOR SIDE PLATE AND EMBED �- PLATE SIZES -- -- - - ,�c�4" 6„ 4• -�I O O F 7/8 x 6 7/8 x 8 __ _ _ W \--EMBED �, SEE DETAIL 9/S3 - SlMPSON GLT HANGER ---------SEE DETAIL 9/S4 FORI-T �- -- FRL W �' 3/8 x 11 x 18 -_I 1/4 4„ ,\---(2) 7/8"0 A307 ROD PILASTER REINF. `- ---- EXTEND OUTSIDE REINF TO -WITH 9) 7/8"0 M.B. \ � \--_ - 0 ( CONCRETE 1 ANEL TOP OF PANEL. N -PILASTER - SEE DETAIL 19 'S3 SIMPSON GLT HANGER, --- ---- �, \ 7 - PANEL JOINT CONCRETE SPANoREL. PANEL R DGE PNL FOR F;EINF. OFFSET AS REQ'D. \-r s�1 GL. BM. / PiLASTEn CONN. _ 2i ,3A' GL. BM. SPANDREL CONN. '� _ — / ___ __ __ a PURLIN/PURLIN CONN.-AT GL. BM. s DR STRUT/PILASTER CONN._ lo GL. BM / CONC. PANEL CONN_ _ S'3 AT RECESSED DOCK 1"=1'-0" 2-I6-94_ (DRAG STRUT) SEE 5/S4, 6/S4 FOR CONN. TO PANEL 0 GRID A 1"=1'-0" $3 GRID 3 & 4 AT GRID A (DRAG STRUT) 1"=1'-O" S3 1"=1'-O" SEE 10/S4 FOR CONN. TO PILASTER ® ENTRY CANOPY S3 TYPICAL _ 4'-0is " 4 S3 2-153?4 (4) 7/8"0 ITW TRU-BOLT O V) -BU ROOF 0N PLYWOOD -,,.U. ROOFING OVER !SOLATION BD WASHER TYP. ALT. 7/8"0 AS t1 SHEATHING � OVER RIGID INSUL OVER PLYWOOD i I :r I J_AT EACH PURLIN AND AT 4'--0" f--SIMPSON SA36 ACROSS GL. SM. TYP. + 4" + O.S. ELSEWHERE 6.1.J / --- --BL. BM. SLOPE SEAT AS REQ'D. NOTED ON NAILING AND STRAPPING + �, I ! - PURLIN - SEE PLAN FOR +- / PLAN 14-f I SIZE AND LOCATION RO �;H(hf TO ASSURE FULL, FIRM dl _ _ --- PURLIN - SEE FRAMING PLAN 0 =--�-- FEARING AT BEAM SEAT G� FOR ':IZE AND HANGER W Z P.7. 4 x 12 LEDGER _ ---B.U. ROOF ON PLYWOOD �` p a o� _ -� _ - I _— SEE PLAN FOR LOCATION v1 - - - -(2) SIMPSON MTT288 EACH 1 1/2" 1/4 ~V)CL --►!BER CAN f PUhu"! WITH 3/4"0 ITW UL I / �---SIMPSQN VB BRACE �- TRU-BOLT WITH SPECIAL U- SIMPSQN MTT2QB AT 4'-C'" n^�Q INSPECTION i AT PURLIN LINE A7 EACH �� I I ^ ' --SIDE 5/16 x 1'-6" x 8 112" - - SIDE OF REQUIRED FOR SIZE c� �� 5lA LL.�R`q`� , ELEVATION v � / / o 0 0 - SIMPSON HC4CTA 7-7 TYP. � AS REQUIRED F'0R GL BM. w c �- � � O C. WITH 3/4"0 ITW TRI;-BC' T WITH (4) 314"0 M B. / 1 j 7 WITH SPECIAL INSPECTION S3 1/2" = 1'-0" :r 0 �� - —CL. BM. U W WITH '') ROW OF (12) 16d - '.4 SEAM z O to �' NAILS IN 70 SUBPURLIN -L... - - 15A TI? 7/8 x 8 1 "2" x 1'-6" 1 0 � �l 53/ 0 0 0 --- :-:7-�PURLIN - -- - --�'� 0 0 0 V.B. AT PURLINS CLOSEST PURLIN WITH .3/4"0 ITW l _ _ --- -- - -- ------COLUMN, SEE PLAN - -- ✓ TO COLUMN '� TRU-BOLT WITH SPECIAL < 1/4 - --- -- GLU-LAZA BEAM ( INSPECTION GL. BM. - SEE ROOF -" - COLUMN �� \ I _ -PURLIN - SEE PLAN FOR -- ---- FRAMING PLAN �'"R SIZE \ ----- SIZE AND LOCATION DAP TOP OF BL.M AS -- FINISH FLOOR -\ --SUBPIJRLIN, SEE ROOF FRAMING .. {Ir/, HI NECESSARY l0 ACCOMODATE j ^� PLAN CONCRETE HINGE CONNECTOR PANEL / ��---- FOOTING ---P. 4 x 6 LEDGER -- -- -P•T. 4 x 12 LEDGERWIT ATF4'-3i 04"0.CTW TRU-BOLT .�- -- SEE PLAN FOR LOCATION •/�,Vf �- 2/2/94 (-.,,-)TYPICAL COLUMN12 _HINGE CONNECTION----- - _ _ 13 V.B. BRACE AT COLUMN_ 14\\ SUBPURLIN TO PARAPET 15 LEDGER BOLTING DRAWN BY: SR3 3/4"=1'-0„ 83 3/4"=1'-0" 1/2"=1'-U" 83 t-- 1 1 2"=1'-0" — — BK SBW/SLD 6,. _ f -- --WALL Al DOCK CHECKED BY: A i� -- L3 x 3 .• 1/4" W/ DRW -TS 7 x 7 x 5/16 -� //,-- #5 x 1'-)" AT V-0" O.C. ,"I RE'JISION -� ASE R3/4 x 13 x 13 --- A-9" 7 \vim'"- 1 0 PROVIDE 1'-0" HOOK AT b- P dzW EDITION ---- •--- B-1/2 PANEL THICKNESS + �" -- _=0" - TOP AND BOTTOM ON , .- �� CLOSING -�VUN---SHRINK GROUT m 1/4 �'�` VERTICALS ryr n o DATE: ------------CONCRETE WALL PANEL (2) #5 AT 4" 0.:' r. CONN. "D" ® PANEL FIN. PLR. � �3` I z -- - e TYP. (4) PLACES F. 1/2" x 6" x 3" -CONN "C" 0� FTG. EXISTING R b � 2' RIGID INSTIL WITHIN 2'-0" 1 X 2./15/94- 2'-o" x 2'-0" x #a DOWELS mc.QNNEGT�N_g _ 2/21 j94 -- �� 1'-10 ;/2" � of O.S.u.s. w,,,'_ EXTEND ro 1/14 -CONCRETE FLOOR SLAB U -- - I c -- A7 4'-0" O.C. IF T/SLAB a SEE' PLAN FOR THICKNESS TO T/FTG EXCEEDS 2'-0" - A---- r v" - 3 X i/16%94 AND REINFORCING v PROVIDE DOWELS AT - TOP FTG, TYPICAL _ - u - -- _--___ _ (7) #9 EA. FACE - 2'-0" O.C. (2) #5 A7 4" U.C. �(14) TOTAL -5" CONCRETE SLAB WITH 4 4/4/94 RO Y o i�-F}-/ IDP S # A7 2 -0 O.C. E W. ' ---COARSE GRANULAR 6ASE 3 ° H® TD --- GRID 8 PROVIDE �- - � 4 5 X 4 22, 94 ;� -- m ,, 1 4 -- L2" x2" x5/16" x6' / _ CONCRETE SLAB HOOK nP BEAM) a R 6 5/25/94 , - --- - �__- �' � e I � - 6" CI?IISHED ROCK o_ Q p z 1 --SLAB REINFORCEMENT - B. 6 -- - ---- ~ ^I ---- S3 #4 AT 2'-0" O.C. E.W., CONT. CONNECTION'B' 4„ \ �- / 23 01EABOVES AT ,FU( TfNGT�NO (1) #4 -- EQ 0 To THRU FILLER STRIP WHERE T/FTG 4 1 1�2" �e -- - — #4 AT 1'-0" O.0 EACH WAY - - 2'--0" BELOW BEAM, 14' T S AB T/SLAB DISTANCE EXCEEDS 2'-0' 9" _Q EQ - co. V �MACKENZIE/SAITD h ASSOCIATES.PC -- 'I - p TYP. ° O.C. IN REMAINING PORTION -11 1993. Ml RIGHTS RESERVED to R--7 RIGID INSUL., TYP OF COLUMN; CONTINUE TIES --- - #5 AT 1'--6" O.C. THESE DRAM"ARE THE PROPERTY OT \ I �_ WITHIN 2'-0" OF `'LAB VERT. _ .___ �_ e ( fir,' -'- /J � ' ► � �I - WCKENZIE SNTO d A.S`OCIAIES, PC M 5 - �'- ^ �' ► THROUGH BEAM ALTERANTE A AND AR NOT rO BF USED OR RE D COLUMN, SFC FLAN OR D" OF LS.F. OF WALL 1/4 w �' 1/4' x b x 4' c FI,.. GRAD,.- DLcr.D IN ANY MANNER ExcEPY wm+THE b HORZ. OTHERWISE CROSS TIES U1 -COMPACTED BACKFILL PRIOR WRITTEN PERMISSION Of M/SA c _ , 1 ? �---- ---EMBED 'B', PROVIDE CONN. 6" �o -- o s o [ - a ------ --------BASF � 3/4" x 13 x 13 -� .- _ e � b _ SHEET -- _ FROM EA. END OF EA. PANEL i _ r I 6" _ 1/2' 0 PUNCHED HOl_ (4) #5 CONTINUOUS .=. -- -- WITH (4) 3/4"0 EXPANSION 7 � o w / ANCHORS 1/� �;' EMBED 'C' � _ l2) #5 � 9" - --�_�� c - Q e r r . s 0 �..- 1/2" FLAT RAR T FTG. ____._ 4 RS2 � _ - - -FOR FOOTING SIZE - SEE \�.�_ `'BEND LINE., a 53_ R 1,72" x 3" x 6" EQ EQ R I� 1v 4 \ 4-4-94 S71 \ x" ' --v- `--R.3/8" X 4" X 12" W/(2) • � V Rj \ 1/� ' 1 / FOUNDATIONFOOTING iEDULE PLANS AND CQI�NEC7lQN __ \ -"a- 314"0 ITW 7RUBOL7 W -- - �--- ---- -- ---2'-0" x 2'-0" COLUMN - --- - - - CENTERLINE OF FTG. AT I -�� - c - 6 5/8" EMBED. BLOCKOUT LR. CENTERLINE OF PANEL EXCEPT rE t1QNNECT(ON 'D' S3 O TYP. _ 3" CER. TYP. c AS NOTED ON PLAN -~ --- OF -_-_� �(4) PLACES 6 RA4 DOCK ---.-_._-__-- -____-- cll REE,IR TU BE ASTM A706 2-16-94 �1/4�5 S3 2Q-- LOAD!!`!G DOCK - `- JOP No1 Ln 1s TYPICAL _BASE PLATE n ` PANEL TO SLAB -__ ___ �g WELD CONNECTIONS_— ^ONCRET E PANEL LGA --' 5/25/94 r __ " 29345 3E0001A PKWY.,15060 1/2"=1'-0" 3/4"=1'--0" ---------_�__--�. 25 46.. I _ M � 6UP W-0050 N.T.S. � �---- _ - -- --- __- _ AS ISSUED TO THE CITY — ----- 16 OF 97 -------_ -- — IF THIS DOCUMENT TS LESS P T T" T� 1�T 1 1T T11 Ill T� ( - T1 TJITTIII F 11 1fi JET lLEGIBLE THAN THIS NO'T'A'T'ION, 1 I I [� I1?� � j�T�J'1� I � �i , r I 1995_.._ �_-� � _. ___ _fir.!uL-- _ _---'__-�sL-------__._- • '__! 10 I 1 ( 1�� AUGUST 34 ' IT IS UUP: TO THE QUALITY OF' NO.ae THE ORIGINAL DOCUMENT. IL- I -- L E - - L- I -�G- I yl Gi 9T TlIt S IST TT T -8 G 9al fL I Toa1111 ILII IIII�IIII Illhllll IIIiINIi I m -SPANDREL PANEL 1 -UF PANEL BEYOND —DRYPACK AFTER WELDING CL - -A5 >1 X4f 1 MIN. U u) FOR CONTINUOUS REINF. L4j I C) WITHIN io'-u" OF O.S.F. m OF WALL, SEE DETAIL 17/S3 00 118" RADIUS TOOLED EDGE SAW CUT 1/8" 1/3 SLAB x C4 0 V) 0 0) cjo THICKNESS EXTERIOR 1/4 V) ry ul) 0 .0 L: CONCRETE SLAB CONCRETE SLAB -v 0 1-1 LL 6�� 0 • r4) • ?3/8 x 2 5" 0 LA_ 0 2'-0" O.C. E.W. 0 CENTLRLINE 0 C) ELEVATION SECTION C) c t1- 1. 3 x 3 x 1/4 L,3 ), 3 x I/A w 0'-6" -c Lr) c 0 cn a) WITH 5/8"0 V' H.W.S. 1 112 2 'u I D.R.A. (2) 5/80 x 2'-0" CLR. a- Ld 0 5/8"o x 2'-0" D 6-A 0 \---OUTSIDE FACE OF CONCRETE —1/4 � 3- CP C14 I,- ___, --1- I;-- - � m COARSE GRANULAR BASE PANEL In I / - I , . __j 1-4 A�w #5 x 2'-0" A706-- z: C) .-COARSE GRANULAR BASE KEYED JCINT 7 NL REBAR OF REINFORCING ANEL uj 17 BARS VARIES, EQUAL SPACING A —END OF TILT-UP P u L)o ISIDL SPECIFIED EACH FACE 6" 6. U = -5 a) Cc: ----------- u ,\_ _ #6 x 4'-0" A706 REBAR V� NOTE: PLACE CONNECTION 0-- 1 (2) (o 0 _c 2' MIN. CLR o a- a- -0" BELOW ROOF PLAN RCING__ 4 TYP. CHORD SPLICE (of��NDI��L PANEL CONNECTION C3 11=I 1-011 -0" S4 CONSTRUCTION JOIN CONTROL JOINT------ ___ - I CQN 4NOTE: SEE PANEL ELEVATIONS FOR REINFORCEMENT 1 3/4"=1'-0" �_� SEE EMBED OE FADS -- TOOLED EDGE TYP. --SPANDREL PANEL —CONN. "C" ® FTG (2) #5 2'-6" A7C6 REBAR ) --- 3/4" CHAMFER TYP. CONN. *6" 0 PNL Ln 0 114 (4) REO'D PER PILASTER 3/4" MAX.- SEALANT /_-__--.--_-TIL'r-UP PANEL. 1/4* 5" (1) C 318" x 2" x 4' -4- 112" MIN.. BACKER ROD - N EMBED 'B' 0 Q 2'-2" CONCRETE PANEL 7 ALTERNATE TIE HOOKED END - _"�'—FOR SPANDREL SEE ELEV 0 r-CONCRETE PANEL 1 112. [L=, \1 112 L4 x 4 x 1/4 x 0'-10" - -� OL 0 F] �o 1• - 0 0 �W/ (2) 5/8" 0 x4" H.W.S. C� 0 1 112" 1 -0" ---(2, 5/d w x 2'-0" D.B.A. __-#3 TIES AT 7" O.C. AT 2' E 112 4 x 7 ABOVE FOOTING AND 2'-0" BELOW W1 (2) 314" 0 x 4" H.W.S. 04 ------ (L • BEAM, 14" O.C. IN REMAINING C�L 11 0 11 0 -t3/8 x 9 1 112" PORTION OF COLUMN; CONTINUE o — e-,e 1/4" 5" m CLR. TIES THROUGH BEAM L3 x 3 x Yj 0 k. w ryp. WITH 5/8"0 x 4' Q� BACKER ROD _j HWS EM13ED 'B' 0� 314" CHAMFER TYP. 'EQ, -#5 x 2'-0" A706 REBAR ----FOR PILASTER REINF. SEE SEALANT L 2 x 2 x 1/4 x 5" LONG DETAILS 91S4, 191S3 #7 BARS L EMBED 'B' < EMBED 'A' -X10 U- L" L) 2 RA 5/8"0 x 2'-0" D.B.A. U) (I IS4 V) NOTE: PROVIUE CONNECTION EQUA-LY NOIE: PROVIDE CONNECTION EQUALLY 2-16-94 SPACED, AT 4'-0" O.C. MAXIMUM -0" O.C. MAYIMUM V-0" ABOVE FINISH FLOOR AND SPACED, AT 4' 2270' CLR�>i`-- 2� IN��IDE ELE 314- MAX. V-0" ABOVE BASE OF SPANDREL V-0" ABOVE FINISH FLOOR TO 1/2" MIN. 1'-0" DELOW LEDGER OR (fOP PLATE) SPANDREL PANEL CONNECTION c\1 EL PANEL CONN. PANEL LEG----- 10 _491— -_ I 112"=1'-Y (;6;4S� ' PANEL TO PANEL CONN. PLAN VIEW SPANDREL PANEL CONN. 1-011 3"=1'-0" 1 112"=V-0" NOTE: SEE PANEL ELEVATIONS FOR REINFORCEMENT AND THICKNESS OR T9 P 3"=1 OUTSID CORNER 90 DEGREES 3fNER NOTE: -SEE PANEL ELEVATIONS FOR REINFORCEMENT AND THICKNESS -SEE EMBED ANCL 0 --SEE EMBED DETAILS -TOOL All INTERIOR EDGES OF CONC�F -TOOL ALL INTERIOR EDGES OF CONCRETF PANEL MITER AS SHOWN DOCK BUMPER / ��-- .- OR AT 45* ANGLE --PROVIDE ANGLE FOR DOCK r w TYPICAL BUMPER PER MANUF. SPEC. 6-F RSI 12 VERI.FY S' F2_1_RA 17 —BR;CK BEYOND L572:5:/9�,:t Q� ROOF SHEATHINC aS4 ---ANGLE 3" X 3" x 1/4" x S4 _j 112" ASPHALT AUTOMAric SLIDING DOORS Q CONI. WITH #4 3\.--9:- 2-16---9-41 u I'll SEE FRAMING PLAN EXPANSION JOINT w AT 1'-0" O.C. C 8 X 11.5 ROOF SUB PURLIN DOOR THRESHOLD -1 0 6'-2" 7" CONCRETE FLOOR SLAB U 2-16-94 �_-DOCK BOMBER 4" CONCRETE SIDEWALK ` ` N i GLASS GOLD BOARD TURN DOWN AT ENTRY U- STO FINISH OVER 712" DNS JAM HEAD CO\NN.- SLOPE 2X 0 • #14 FLUSH HEAD WOOD SCREW A r_2 _RA 17 ® 1'-0,. O.C. EA. WAY N IT0 2'-0" C.C. I S MIN IMBED INTO FLOOR 2-16-94 SLAB 2' - -- 1 , L __j.Lj ROUGHEN SURFACE 6 x 6 WOOD POST EA SIDE 3x3xA E,W. DOOR W1 SIMP PB 66 BASF 04 --#4 AT 2'-C" O.C., 'N' 14 PLATFORM EDGE FULL HT TO UNDERSIDE ROOF .1 ICN ANGLES THICKENED SLAB BEYOND 1 'A' DSL 2 x 6 BLOCKING AROUND , /,/\//\//�/ LLJ 6 x 12 HDR W/ -----MITER AS SHOWN 6 x 6 VENT JAMB x v/N SIMP 14VC 612 EA END OR AT 45' ANGLE x NX, TYPICAL LL 3/4" CHAMFER )J --C 8 x 11.5 AROUND TRUCK 0, jy R-7 RIGID INSULATION ------.—FINISH GRADE OPENING 6 x 6 NOTE: PIT DETAILS ARE FOR ,..�--FOR FOOTING SIZE SEE ----6" 20 GA. METAL STUDS KELLEY CO. DOCK AT 16" D.C. V, -STRIP FTG I* x I- W1 (2) #4 LEVELER MODEL M60 DETAIL 20153 oi DATE: 6K, 4�_ T/FTG AT T/OF SPOT FIGS,—R-19 INSULATION NOTE: q. FTG. q BRICK 2/2/94 8'-0" 1 3" CLR. PIT DETAILS ARE FOR 112- GYP. BD KEELEY CO. DOCK 7T;kn n ENTRY SECTION DRAWN BY: JAMB MB AT ROOF 3- 15 BK/KVE3/SBM,/SLD LEVELER MODEL M606K. __'�OVERHEAD DOOR 14 JA m - I JOCK PLAN �i C12 63 m S4 ELEVATION 3 ul S4 SLAB TO SIDEWALK CHECKED BY: cn S V) F_N!1 ARGED v) 4�✓ LEVELER 314"=I'-O DRW WCKFILL NOT SHOWN FOR r,ARIT)�--'--_� AGGREGATE ©ASE COURSE AND COMPACTED _-6" CHANNEL WITH #5 x V-0" REVISION 1.5# BLDG. PAPER OVER AT 1'-0" O.C. AT EXPOSED END -TOOLED--t TYP. EDITION ,---PANEL TO PANEL CONN CLOSING 112" EXTERIOR GYP. I" SLOPE F_ DATE: SHEATHING F C-G" FROM TOP OF WALL �_314" CHAMFER, TYP. LINE OF BRICK VENEER ZF_ --R-19 BATT INSULATION Ar PERMA SEAL UP 12" 1 1 _7=T17_________:!_ . . 314" CHAMFER TYP. 2/15/94 20 GA. METAL STUDS *�---�2) #5 AT EDGE OF PANEL 1-, 3141, MAX SEALANT 2/21/94 112- ASPHALT AT 1'-4" O.C. WITH L BACKER ROD 3 3/16/94 EXPANSION JOINT POWDER DRIVEN ANCHORS TU PANEL, TYPICAL CONCRETE PANFL A7 1'-4" O.C. -f4 AT 12" O.C., F.W. 4 4/4/94 4" CONCRETE A WITH T CENTERLINE OF PANEL v EMBED '8' ABOVE SPANDREL 5 __v__4__/_22_/94 I 25/94 DEWALK- FUTURE GYP. BD. 61-0" =---- _c __. INTERIOR TENANT WORK -6" CONC. SLAB WITH F 3/8" X 2" X 4- ABOVE SPANDREL J TO MATCH BRICK, TYP. EIGHT BROOM FINISH • 2% SLOPE v EMBED 'B' I -0" 1 4 3' 2X MACXEN21E,-3A1T0 1993, ALL RtrMr�;RESERVED 0 DD #4 SLOPE V_01 NEED A T EA. SIDE OF ---T/FTG. 18" BELOW SLAB PER PANEL 3/9" X 2" X 4" ABOVE SPANDREL THESE DRAWINGr ARE THE PRcrERrY OF IE"111(11,11 T1 70A �,Ijll "6to AR . .7 BE SLOPE 2% Lu ov i) I) VARIES v L 2 x 2 x 1/4 x 5" LONG 104 ANY MANNER, EXCEPT Vflql THE EMBED 'C' T/FTG, j CONNECTION C / I - -_-)— - PRKW WOMEN PERMISSON OF M/,,A I11 . 1. < AT F�CE ti SHEET UFT RN 2' x 2' x 1' FOOTING DOWN SLAB---� WITH (3) #4 EACH WAY, TYP. CD 0 I �, _ lNE OF PANEL ABOVE SPANDREL '10 INSULATION \___R-7 RIC, F /, , , (2--0' UNDER SLAB) "C" AT FOOTING, NOTE: PROVIDE CONNECTION EQUALLY CONNECTION "P" AT PANEL, SPACED, AT 4'-0" O.C. MAXIMUM \--4" BLOCK BELOW GRADE TYPICAL o N/ N 1'-0" ABOVE FINISH FLOOR FO r3 V-O" BELOW LEDGER OR (TOP PEA (2) #4 TF) 7 RS _R STRIP FTG V x 1* W1 ---PANEL TO PANEL CONN. Ei�4 nt 4 -16-94 T/FTG AT T/OF SPOT FTGS, -0" FROM TOP OF WALL 3 ------ CT� TYPICAL. PANEL - PANEL JOB N0 TRASH ENCLOSURE _[DE CORNER 90 DEGREES 5/25/94 ER &177RASH ENCLOSURE OUTSIDE REVISED SET 293457 BRICK LEDGER S 11210=1 I-000 NOTE: -SEE PANEL ELEVATIONS FOR REINFORCEMENT AND THICKNESS 4 --94-- METAL STUD -SEE EMBED DETAILS AS ISSUED TO THE CITY c:) �T �W�T TOOL ALL INTERIOR EDGES OF CONCRETE PANEL SEOU01A PKWY.,15080 SUP 114-0050 19 OF 37' ♦ IF THIS DOCUMENT IS LESS T ITFJ=11177�7 TqIT11 30 '3 6 8 AUGUST LEGIBLE IIIAN TIIIS NOIAI'ION, 11 N L P, IS DUE 'rO 'MIE QUAL1'rY OF No.36 6 --- mIE ORIGINAL DOCUMEN'I*. z 9 4 11-111-01911 ff,1111111 1811-1111-111,t,1-11 Itill- _111411111 1-1 /7 L�Z E� T /174 14n 1� Ai 77T MIN. :4 Ty _64 F -fs Eq ' EQ U - -- --_ CL W) w — -- ---- - - ---- - 225'-0" - ---- - -_ - - ----- -- -------- -- - ~ 0 N 37'-6" 37'-6" 37'-6" 37'-6" 37'-6" 37'-6" 40'-0" - U �X N ( I --- 59'-0" 75'-0- - - - - - -- --- - - 91'-0 _ - - --- 0 v) 0 (N (n ` p O Q ° •` a I . rni< C M Q i/iii%%///�// //%% / / i _._. i. \ / : ' t-^ I / // N` fw/w/n, ,,LOADING -70NL �/ / I –�- _ � . . — -- — __ �� / �LC� ADIfJG ZONE/ , , U) c 200) a) 2f yLd 1 - - -01' «- ,� ,� M I (D Q 6 RA2. I I { I ----- --------- _-- Z 3 O d _� ltn I /% u vi __ -- _ r { i A H -�- - - — - - — - — - _ _�_ �_.�.-�� -`�-.--r-�•._.w.. ter-•- '"`�.--^- �. �� .- _=. _ - .. I L O �. C I LJ l 'I r_ Ck WAV _ - Q ` tD O 0 8a'�J. H4' IT Fi4' ] U LD. 84 :D. 84' LD. 84' LD. 84' LD• I 7 / 7 7 ..,. � ) o �) n TIME CLOCK V/ MICR REF, Q d lA . CL j 0" 4018 4017 a^16 4015 4UU 4013� STR/RACK i- 30 4 - 3045 3046 3047 3078 304 i 3050 30 3052 _ I 30X120 STORAGE W/24 UPRIG14T EXTENDERS (TYP) R0G') 96' H. WALL GONDOLA - 22' B.D. - --- -- - ----- - 44X96 dRIGHTS I ' EXIT -- 4006 4007 4008 - 4009 4010 --__ - 4011 c \ 1I - --- - --- / CARTS -_ _--_ ._ -�_._._ Z___ �it3. 1,D. 6' t�l. In w mED 3D I AD , - T30X1A0' C11PY MACH. \ _ EMPLOYEES U (OLI n) (p In W \ p a W �- 538 rn n, r ru ' I I N H In N if - I__._J _ ---- Cz 0 r ❑ ❑ Ind tY icn - w 36" ¢" SERVICE, a[ (la 1 _-. - - 0 m o z z= z L = Lo 0 w (Il fY) o I F- I I - - �- _.. If11If1lJf as .Aa cAa ua n �J Liv, cs o n" w .o :n - - �`�NiT R cJ I I ) dl rn<ru.,.e u --� - -4' X 4' PLYWOOD I U - �o r�� uM uGin. CO o.n oa D� m I L�LJ - _—_-, 6'-6 3C q17 _ WITH TELEPHON' PANEL E J o- OL 0 tz7 K r-"- r of + 'J' BOX FOR PHASE MONITOR (�)� 7� 3 ) j N n ` tt5 I k6 q1 / �8H nY v)� ®� —uG- ��1 r I I �� 7 T- T o : x o v h - I -I _ I r � ,� I _) • — _ ) .<��anrn.- f�Gt., l�l'ril�l'. , Y rlII I I .. . ffl� �C� 3L J „ -� v I I �! I I n.rryryI fF^FIC-7-- I I \ /I I I L v .. - cri-li..�.. ,} 1 1{� 4C L-- J 1___--I "L.J 1 I TO 6'- po 0,' ' 11' 6'-0 I,4 - 7' 6'-0" 5'-6 I, 6'-0" 5'--6' 4005 4004 4003 a8 '�'.-INI 18 L 5-0 N \ L- 1 11 11 1 C K AS K ,' AS . DECK 54' H. GONDOLA a' H, GONDOL 4' H. GONDOL b HOWCASE I `` , I BOOK - -- - CHAIN L-J 6'-0' 8'-0" ''-0" 8'-0" - - -- 4002 4001 4000 SPECIAL ORDER , 0 Y\ D ci Q a 179" _ LOC OF I WOI.K TBL Y\ I .r SIU UDL tT CU UCCO) tb Y\ 2 AS = i $ERIC B.S.C. ..• • x a�.x u(r'D m z la I T�'=�^----,� �^--- - ..88 sELF ;E r SELr f::,w.C. I I I O L Y` g 1` �gq�Is' 1` ��z IA o N�o oo 5328 5326 l_5328_] Y 44X144 UPRIGHTS -- 0 �- 7R HI" ru IBI"- N ��I" c� G B --'p �- ® N (a o= rso= raEj2 c;o= ® (a o= ® - - - - -- - - -- <� C.Ca Im q CIA Cl q W L] Y\w Q= I I W . I o) ♦ .r h • h ♦ r •f .D r In ♦ N •r ` Z� Zp Zp fW 20 ice! Zo P '-)�0,rz n In h m m c'1 f'I In lU�� A (U�`D p IUO� p (U�+) AIu,)0 Ce ocop A '� A A o �5B _ c�IB3D 29B O ----- I A m Z Y f n W U I I U m m m I m h r) )D r1 •D rn N r�1 t I ^) v .'1 ♦ m O t7 ♦ ('7 21� O (n m m x Q moa c ') n o G n 0 0 o a o I I a o 0 0_ o o o 0 0 kf� 0 - `I Of M 'n - h I Im J` ry I In i� I h Q• m (•) r, In N n om__ 1..._.. lj W \ \ R' N N n; rU N fL 22-'-� Oaj ' I a I L _ - = H N I N - N N - I L-- L " D I I 1 1112 I { - 708 = I I' X x N N N I..._..-......_ r it t I � ( cr p� a. 0 In = C: (� Y) I .� In IN Ln M In (U In N N fU U) N af7 0 I 0 v, 0 0 0 ^ N IT, N ^ ru v I o li v u of 0 0 0 0 0 0 0 v n I �"� n o o f to 0 0 I I o In n- h II m m , ro In N h m I I Y ix �J I N ` w.._........... 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(TYP,) - 1, GENERAL MANAGER'S OFFICE' BB2 120'W X 44 1/4'H - 144 A,F,F, F1 f1 4 14;4/94 — 3, NOTRECEIVING DOOR L4/1'/94 4/4/94-j -' 4/2 / $B3 168'W X 44 1/4'H - 96 A.F.F. 5 X _ 4/22 X94 USE 4, BUSINESS SERVICE CENTER FAX BB4 32'W X 49'H - 108 A.F.F. 5. REGISTER N1 BB5 192'W X. 46 r/4'H 102 A.F.F. (TYP.) 6 G. REGISTEP #2 - H3 7. REGISTER H4 - its -- --- 8. SERVICE DESK 9. SERVICE DESK REF REGISTER ---- 10, AISLE t 11. BUSiNESS AISLE - - -- 12, COMPUTER AISLE 13. FURNITURE AREA 14. BUSINESS SERVICE CENTER I - 15, RECEIVING OFFICE 11.E MACXENZIE/SAITO k ASSOCIATES.P.C. 16. AS NEEDED 1993. ALL RIGHTS RESERVED CD 17, NOVAR PHONE IN ELEC ROOM THESE MININOS ARE THE PROPERTY 0` 0 A)ANO ARE NOT TO BE USED OR RE RO ENZIE SNiO h ASSOCIATES,PC u S 0 D IN ANY MANNER, EXCEPT WITH 7HE PRIOR WRRTEN PERMISSION OF M/SA SHEET 0 \ F — 1 . 0 I o. I 1n -- ---- XIB NO. 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