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MultiNumber KEYNOTES -=_ 1. 5'-0" CONCRETE SIDEWALK 2. LANDSCAPE AREA TYPICAL 3. HANDICAP PARKING SIGN PER CITY OF TIGARD STANDAR", SEE DETAIL 8/CD 0 j 4. 6" EXfRUDkD CONCRETE CURB TYPICAL u w 5. EXISTING CURB CU 1 f"- G 6. TRANSFORMER Q (� 0 7. BIKE RACK SEE DETAIL 5/CD , B. (APER EXTRUDED CURB AT DRIVEWAYS TYPICAL I I 9. INTERIOR ROOF DRAINS (n z 10. 6'-0" CONCRETE WALK w ZEN N. 89' 31' 37" E. ---- -- -- — — -- -- -- _ — _... — - — — — — I Lij Z tom, rn y O a (� O I O � m � 6 �0�p 080 i ON 5 � 86Q O v 65.0' ^ 155.0' .50.0'--- . - _ - __ _ _—_ _ - 2 I - o I CD _ O T YP. /"c"� 6 8 cf DOCK- DRIVE-IN \-J DRIVE-1N DOCK- HIGH 7 HIGH O 1 _ 8 O 3 a) 0 0) C46 - - L_ dO - \\ N o 10 cl4 CLI Ll-j IBUILDING 234 BUILDING 233 } Q --- - v h.._ Q I 24,625 SQ. FT. 24,625 SQ. FT. — o I Q m N - — ' 3 - -- CL p - (r < u i N� I-_ 3 4 - I �I CD c z 4 - CD CD -- - - -- -7(7XI7 6144 0/43 6847 ---- 3 3 ----------- o .-1 CITY OF TIGARD �� T I I ----- i _ Co. / td l,( \� b �° / 14 I I , Condit ovedaNv .... ...... . . .. ........ . ...... . ...... . I ?. CFT For only th, 4 ITW 9.0 0' �a - See Muer t. /1 . . 1: _15.b' o 6 2 1YP. N CD CD 1 Job s �L1D1-1 - %.ZW/4J SIM. CD 9.0' I r ^\ I I T YP. CD TUpIATIN VALLEY FIRE MARSHAL OFFICE _LL APPROVF.n . . N. 89' 31' 37" E. coN)lT ONALL.Y APPnOVED , . . . _(` AP.ROVAL `F f LAMS IS NOT AN APPROVAL OF - �-- OMI;;SI'N�! O�cRSI(il•{tg. DATE: - — - — --- -- ---- ---- - — -- s En = r� JUNE 1, 1991 Ac / n L� 'ER T DRAWN BY: �--_L — -- ----- BK �--- SW CARDINAL LANE cHEcr<Eo 6Y� --- AREA OF WORK REVISIONS: TU PORTLAND INTERSTATES t PA IFIC u OREGON 9 C PORATE BUSINESS _ CFINTER PARK 1 4 f I OREGON BUSINESS\ PARK I _.--.^—._-.._.._.-i.Maio•w'.w[ ----- -,••'r/i-- -- -----0 �1 CL_,..�^ ,Q�I(—rte- er!ao AWMA \� ,:,I MACKENZIEj SAlio &A�' A 'L— +"•. t �1L� �A +'T-+�e � V_w _. 1991. ALL 51�)r�t:, Nr-sR ' N 1 11 I 'MESE _ !'I VACKENz r . OREGON II I PACT RUST , AND Ant N'.1 ,`, ,, `• l BUSNESS ^ )CEO IN AW uANMEF. .. _-� •"'" l BUSINESS �. _ fi _ - PARK III � � CENTER SITE CRITERIA _ �- , -- __ _ � �� )Ii [r SITE PLAN _ � SITE AREA 161,460 SQ. FT. 1" = 20.0' LANDSCAPE AREA 44,565 SQ. FT. (27.BX) r A BUILDING AREA \, TO TUC I+11 SD1 BUILDING 233 24,625 SQ. FT. -- BUILDING 2_34_ 24,625 SQ. FT. f TOTAL 49,250 SQ. FT. 30.596 PARKING 19 7 SPACES - 4/1,000 SQ. FT. BUILDING • VICINITY MAP OF `•, '� NTS JOB N0. O 291170 5I`! CAk'IJ1 I IF',L. I_N. ,,L AS 'PILED FOR PERMIT JUNE 1, 1991 ..... ,►� ".....r...-........�----.--._._.._. ___.-___.___._....,... � I I � Irll r1t IIS ISII I Illi I�I I��� � IF THIS DOCUMENT IS LESS I SI SII II� �0 -ILII I APRIL C� ( 994 LEGIBLE THAN THIS NOTATION, I9 1 1 31 I&IrjV C "°-'a IT IS DUE TO THs QIIAL.ITY OF M THE ORIGINAL DOCUMENT. Z 6Z LS 9Z �Z 6Z EZ Z TZ 0S I 8i 8i LT 9i 9i t[ ET Zi ii i 16 8 L 9111A, ib� I �llll�!►ISI►«� !!�I�►II !!!!IK!! Gravel Construction Entrances J _.---- (f( j I Purpose _ J i } W 10 reduce the amount of mud, dirt, rock e, etc., trnnaportod onto roads by motor vehicles to storm water runoff by constructing a stabilized pad of gravel at entrances/exits to r'r construction alias. Conditlo;is Where Practice Applies 1 li At any conatructlon site where traffic will be leaving the site ons moving directly onto public roads, other paved areas, or other approved access points. Design Criteria/S ecifirations z See Figure 7-2 for details ° L" (� y W I �l{ I i 1 yr/ 4 y I I �� �•- Material should be clean pit run or 2"-minus gravel. �� C J LJ i 6 ! y The gravel pad bhol be at least t3° thick or-1 50' In length. Width shall be the full width of the vehicle Ingress and egress area. (A 20' minimum pad length may be C! aY I 1// fit` I l I I Ili j acceptable os approved for single family and duplex -esidbntio construction sites. /�n� CT 4 Additional gravel may have to be added periodically to maintain proper function of the t,' / W \ ` pad. z if the gravel pad does not adequatei; remove dirt and mud from vehicle wheels such \ / i 1 ` _• �J4 } -"',.,. «_ -"1-^Y -V+ ^- r " ✓- syn` - ~ - j, i� j that mud and dirt tracking Ie evident off els,before measures must be taken. �,�,j,� LJ L / - •___ Nr - I Such measures r uy include hoeing off wheals before vehicles leave the site or other `I W O ` I } �•-' r.... silt-trapping structure .. __ ..._._.._ �}. --._-...._.. � `.. i6 I I leaving construction It water should drain thro g a e - PP 9 _ _ «.... _. r ' _........_. n. Iti�l _ _.. -^ 116-tLN._�7 _...-•` t / ' pros tocleae gravel o n site. a 1.1� Q z N _ j i I Wh sl should be _..._. / i modifications.ca ons. ee wa I I� u II ra In n �.. .�, }:R °^° _ � ��_•� Use wbgrade reinforcement gnotnxthe under gravel pods for all but construction of �\ 1 U C �z• o single famllyyduplex residence on an existing Iota of recorn0 DI . V Q _ L i .. �(' TI^ r } Storm Drain Inlet Protection lv z w G tlU I -•�"_"..4__.«._.,i, ..."'w)_-.J 4.......,......_... J� Q I Z O ^-.a C 7.OQ ,......� in 9U f .' -_- ` r _ _...._. �itisS —� _ ,;N, Y I Purpose LT] �� I 1 tfi9,60 - 1 t^--_ 1 �._..._ �_ �r _ [t T 9,41i F �•. I I 1 �' (n o n' To prevent sediment from entering storm drain systems prior to permanent stabilization w Z i %Cy1 \ of disturbed areae. J N I N r✓ C ,tJ, r / " ,� ^`� }/1( Condltlone Where Practice Applies 2 0 F--^ 'E 16--1 QQ CONSTRUCTION ENTRANCE PER jl I I U o �'`� .. - j � RR r`D ��.. �L.�.......I lE� t7� FIGURE 3-2 0�� 1 _, J. ` I P P LJ 1 \ i ` I Where storm drain Irdats are o eratlonol before ermanent etabillaation of he (O O 1 I . disturbed drainage area. a Adpcent to and immediately downhill a1 utility type construction in existing paved w /„ ,y,U areas with cotcn basin drainage. I t I ,- } I � y � Desiyn Criteria/Specificotlone / I L RIM ..--_....___. .. ,�-- .•--" I '' Design criteria and speciflcotions for three recommended alternative methods of storm i r " :;,'- ) t"••_•.`�s5c `7l1 ' 7 i' ) l `I I drain Inlet protection are presented on FI urea 3-9 A. B. and C. '69.40 1 °wr, 1 ?OI i1.0 . f) ` J I P P 9 Banns may be required to direct drainage to flow through the filters and prevent � bypaasing of the inlets. r At no time eholV more than o one loaf depth of sediment ae allowed to accumulate 1- It/Q alts ( ,-„,�r� y-1' I \ ( I L �./ against storm drain Inlet protection measures. Sediment must be removed g and Inlet � �V t__'___.'� DRIVE-IN DOCK ( t measures restored as needed to mmn,aln their sediment t and LJ DOCK- DRIVE-IN 17C`.:.:':>... HIGH �. .._ I I {/ r protection py i fllterin a ablllt trapping 6.80 HIGH 1 �J l c�4; 1?0.95 iC)F,80 1..167.Q;? 1 I r L- ♦•r- __.._� ( ��.. a_, �:j 0..s I •-r n C .__.._.._ _C �.._......�.1 L� i1F�I.00� J I...� ��jG. r 1"� I �� RIM i I j _. + 1 :. e k I M..___-__ • � 170.s;i I _- �_ ...._.. r..._. .. l 1 t (/'' �. � II I ' ` i I I I I 1 •I \a� I'`}' l V O 07 16 I- T ' � ), 1.. `` t �iNWt � � ;' i I wAD op r°Qa°C°C� t�JI 4 L.i I I L t_ l.T �” I 1 I D 9 °"Dosfin♦ ao \ �J �'� ! , I ( I 1 eaa tl 0:°♦ODpap0000-. 0 O ear C)I I �,-.. .._._ ..,,,,,� • ''� • [Ill•l-,T r 1 I 1 j E7 0•V D♦C°�°3c°d°u / go 1 ...`. U - i• j f o ..n o.Qa Qt0 a-°]c° �1 t •-`.i.. `` .� \ _ i t)f7. 1 .I � _.. + W � --_-- BUILDING 233 -, _ —� LJ �4' r --......� -...+-.�._..r• Com. I � � � `t S� Radius=:3'au,/�� " •U �'-= •. BUILDING 2 - L r e C, I ( ; ° p F.F. ELE/. 171. ,t) ; F.F. ELEV. 171.00r ` r' _ _ t 70. ` „•-.-.. Clan Pit Run or. Menus Cravvl r L5 • Subgradtle,as Required P I �.�� (\ B"men Geotexdle,as Required de th D °U O . \ ` tM t`y l' 'I of IngProvide Full rens M __._ • ___-....._._.__l.._......._ _.._.__.._ .___ ` y �' :7 `_! t.7 L_t...1 \ \ I I r of Ingress/Egress Arra' 1 G�;g 'tl l,•fir ss 1 --..----•_-.-----•--•----•---•-••-•••- ,,, -•, •�,__, .�, � --ter �-\Y •.f�. 'train for single family and duplex residential ^� ..._/• / _. 13 D O U G L. ( a irr�\ m e 1 '•I I I; ° y L C � �;; 0- ^ , , I I / ` Erosion Control Plans Figin 3-2 6 + IV � 'I v ��_AXj ! '. ( t Technical Guidance Handbook Gravel Construction Entrance 171 i /I K` 1 Ile Drop[n11, A �,.i� J � �.../•.. .J._.f �1Fit7. � i �-_, 1 O I watt Grate Q y 3 r. ' t '70.10_ , y r' _} �~ _ �... - _` ` ' -4� ii17(?.9�i '1,169. . - � �) 9 I I 0I r ` \ , I i e ' i I i 7a. f e Y ` ! • "„_-..• ,,•,,,- r• CONSTRUCT SEDIMENT CONTROL AR(.0 Cf)i � �\ { ,,1L74'�.z?� � � CATCH BASINS PER N TES (TYPIC ) I I �� •::; f in, + i I I I iiiiii' ..... (� 111 11117 Q, G ' V t^� I 1 Z I I ,.�, 1 i ■ � (, Filter Fabric ,x170.ZS f--'o.___.... --_...... - .•'.• � _ r / f _. r�_r--«. __ •/ / 1 i 1 Stakes O ,r f JJ 1 ' 1 I I 3: 1 1 Filter Fabric / 1 • • 17__�3_� ,, 6 Q I li s I �� Stapled to ---------- l,_J - / (` _ 1 1 l I✓"i stakes Runoff Water / — i o r' z with Sediment Filtered Water �Z ,95 Buried Filter - --- - V) Fabric O ' I f....._.a_.,_.......,. �" :-_._..• C- , ��•�`+ I j lJ I 11�, �l (min.4"Depth) j17C 170.` t I Erosion Control Plans Figure 3-9A Technical Guidance Handbook Filter Fabric Inset t3amer W �7�.�..,_- _.: - - t? 1%G. — �'r;c 170 5g�/ \ I '1 t i IWireScrecnwL '_ �!�TZO __ Gravel Filter v ' i 55 169.90 i 1G � ./r \1 oo�oo °°- '0000`.'.eere•-° (` f� r � w - . . , 1 I Jt.°ro Qt. ,aa gra t V y�'•., `{ 1PiS11 �u ... � • , 1 ane a♦CD°VDp e♦ n.o9�°9Q e'7°e`70 000 ✓�Q�- t. ...«_.._. , •, ....., __......._ .. .. _._� 1 -•. ,'+ado e.°• o ro f /' _...7..p«.... ' , o� ¢+ a• 7 a• t ° as �. 11 i O O' D spduo.�e.eaaVDyoow° / G1NR�,yy''f�'� „•.+t.�........��._...._. r....t„__ ',,, »,... - «. ` ._.. i I , � Q a'J n w e� p ♦. b �l VJYJ A 7 tt � � � � � •./ I� I r poo p4°•rooms ao oOC°°°Qp°°rjRr'CQ °"• /� � '� Q `( I (,! 1 1.:.-��t�.__J -- ,_....,_.,.- •^ _ ..._...._. £� °� oar D o°_>f o'on °° ° o° J /t -.�.� � "� �..: ...y,� ^•", �,.} -„ .,••.., "--^” r _„ .«_..r--, l9 � � I' II a Qa9 c n�oO �Qrop7 tl e less 169 1 -- v it 16 ) tL y �� - ! r. hrs 65_. _ .. _ - �...... ._ _ _ II Concrete Black � ~ _._.....__ . � 169 'U_ �• jj -i''� / Overflowy �9 _ V '•�.."_ 17 :'3" / .... ...,,,� . �—__,_ � F—� _...,_ _. �t ._.. i ... _.__._.....- �� -� � Wire Seven � � ......-• « �� __ _ _.«. __ _. � Filtered Water _.... .......__ - _ -w _.. . _ __. .. _._._. ter �•� x _.«... . ._ _ _ ._ _ w,a_,;.' _ v. with Sfediment i 1. -•r �..._-_- I \ ._.-•..- ._.....-... r' .,•„_.-....,. ... �~ _«_. - ..._,_.... ___.ex............_...,..,.... ..... _ r """-..tea.---_..�_.,,e- _.. ....._. .__ ...._..... 0.,,,,....,, 'Jo _a 1.. _ - _._...._.. _ _..._«. ``•� � . ..._._._.-....-w. _. .._..__....._.___-----.._-... � RlM-_ nlet c..� t4 .._-_ -__- ,x_.,., --•........._ 6 MAY 20, 1991 �-__.......____. _..__ ..... .-....__,__._....._......_.._ �7 ; ._..._...��` ��..•��' Ii II �. DRAWN BY: 5J __ .._... ._......�, -. «.... ..._......___ __- -.... M _ 11 I I {, Sediment plrat ._ ... � II D h Grate I II -•-.-;_..�,i_,_. OI _._.. ,. -.r�- ... -� tl I { G. KLIER 11! it _ Block Gravel 13 11 'I _-_ ' 11 11 iLchntc Guidance I Ian I3 oc rave Inlet amar t^u• 9 Figure n 1 Plans 13 CHECKED Y• ' I I ��"� _..,. . __..__.._.... ..._.._.__ _..._ .__._.._.__._ ___.. ...... .. ... _�-.�-__.._._. _._�.__ ._«__._.«. .�:_-..__._._......_.___.�____• .....«... .....____ �-�I I� � �i Erosion cd abewk � G K. K 0 R U C H II II LANE _ _. °S.W. CARD _.. _. _{ _._ 11 11 II 14—,.,­j-T­­1. 1 I Gravel 0. mm depth) I _.............._....... ....«_ .._.. c-r.. ... _ -11-... _..._. -_i .--''ter• j _ _.. ._, ._ - ._ .._ _. .W.___..___ _.._. _... ._ ___. ....._.._....•JI�11 I I itunoff Water 11 It 1 II 11 } _,_. _ __ _— .._ ._- ._ ...._ _ ._. ., .,... .._ . .__._.__ _. �: ,nlr ... __... .__. . `•. II 1{ II _ 1 0 Fav a- eertl a.e I •vith Sediment 1 F 7.F i ~ „ Filte. II r .._... _. .. _.._.._...._._._ _- _.._.. _... _. _...._ T ._.... w. _ Ii n n Water btu op ._.__.... .... . _ �-' a.;i 11 I I i P I J r IT 3. r \ ! _ ___ •-_`_'-.._.._� 'r ...ti,. �..'. �'t 991. ALL ER�HTS ES*.RVF'D v THESE DRAWINGS ARE THF PPI 1 I ` '�_-•'"'- • (�} ' I LIACKEN2IE SNTO k ASSOCIAR'. \ I���i 1 A)AND ARF NOT TO BE USED �R t (--_.O� � i D I�EO IN ANY MANNER,C XCEPt WITH THE FRIr,R WRinFN rERA+KSmN nr M,G E L T Erosion Control Plans Figure 3-9C. Technical Guidance handbook Gravel Sr Wire Mesh Inlet Barra i SITE EROSION CONTROL PLAN I" = 201.0' ^ SD2 NOTE: 'WASHINGTON COUNTY DEPARTMENT OF LAND USE AND TRANSPORTATION EROSION CONTROL PLANS" SHALL BE CONSIDERED A PART OF THESE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL OBTAIN A COPY OF THESE REQUIREMENTS, BECOME FAMILIAR WiTH THEM, AND BE PREPARED TO -- IMPLEMENT THEM AS NECESSARY. FAILURE TO PROTECT FROM SILT JOH NO RUNOFF, DiRT TRACKING ONTO STREETS, OR TO CONTROL. DUST WiLL RESULT iN FiNES, SHUTDOWN, OR BOTH. 291 170 °, 7 i tL).J SW CARD I NF1L LN --- b87, ;� OF 10 :.«,n.»•,�•+.°rrnne»,�t.rvx�+.. rra+r.,. . -- xrla,.:,„mrw�'r.-._..c-r.•.. _.-___. .. .. ,,....,.,.•.-",��kSi_. _- t IF THIS DOCUMENT TS LESS TII Ili 1111111 III III III 'III III III III I 11(T Tp 7I1I1Ii f11 1 1 III Ili Iii Tl II III III I I III III III III III III III I i IIIIIII'111IIII III III VIII III III VIII I --- _ _1 I ' --I I I g 14` . ' 10 11 11 I APRIL 28 1994 LEGIBLE THAN THIS NOTATION, I I i Z I I I .7 41--1 _- I �_l 6 ---_._ �1----_L._—� �- J No.ae �•,.Vµ_f»w 'Tnitfr' r IT IS D(Jh TO 'PILE QUALITY OF f THE ORIGINAL DOCUMENT. - - - - T rr $ I I 8Z LIZZ 9Z I 6Z E' Z iZ OIZ el[ 9i I Li 9i I �I 61I�EI �6_ L 94IIIIIIIIIIIIIII 'I1WIII _ ll�llll llllllill ' lllllllll�ll(1 ' ' I II I ' I I I. i � z ,J_ U I 4 Q Ld I I nit ~ z LJ _.. ..._ _ _._ _ �._._.__ r _� I I ! I I � f- � �a , 1f/2>- El %2 - - 168.70 ) I I I�y WQ 7cn� 170 170 w,� � I ! I I I� I =�. -- ¢ �- �` 0 o l,.'i 11 I j Z O U w O ! -_- 169.60 169.40 169.40 169.60 _ T� �� 168.80 ��69 1 � I za ,r / W (n 170.00 164.90 169.i0 16A.50 169.40 VERIFY I , 1 ` M 169.50 f / w3Z� / gyp' OT f ®� �, � ',�r (i !I 1 U I- vi Q N f/ \ 169.OG - d ',` co RlM III �1 v 0 - 168.5)0 163.00 f 169.50 rn CJ.� 167.75 ` I I ! I C �,( O 169.60 , �--.: 169.30 '� % 170 151 ,169 170 170 169' 158 170 _ 170.20 170.20 70.20 16A.05 , ! I I t F 170.20 ;' !% , VERIFY r 169.40 170.20 170.20 170. 0 , 170, 167 I I 169.9Q 167 - 176 I M 0 \ 170.95 0 K 166.80 /' I �' Q) DOCK- DRIVE-IN 170.95 -IN HIGH ,,�( 166.80 HIGH 166.80 170.95 170.95 166.80 167.00 ` ' { "� U O 170.95 +, I I I r0 0) j 167.0 167.00 / ^� 167.00 166.75 RIM 1 D L 1..i G• '� N ^O 1 . RIM 170.95 l 169.50 - 170.75 i ! I �I1 �(r---___ 70.9 i6 .70 '1L11�r jI I , 1 Q (� 170.05 0[1769=7J I � o � 170.05 159.9 W 170.30 7 BUILDING 2553 > [170,25 BUILDING , 2.34 ``� { ! D F.F. ELEV. 171.00 F.F. ELEV. 171.00 .. � _...__,. 170.95 �"� 169.50 RIM I ^p ` I f• 169.40 i ` ( •`f 4 J U G I d m I I a- 1 1 ` ' 168.+i Z 0 R 170.10 r -•` l 1 . •'"" S,, �". . ...\ _„•,� ( 170.95 � 169.90 O z !/ w . ' � i 70.95 � 170.95 � � , 170.70 � I 170.30 ,� - .. r co 170.25 - l' RIM c/1" 169.80 169.30 /� ✓ Q ! 7-0.1,5--J170.95 ! 170.95 170.95 I , I D 169.50 169.60 ! 1 111 f 170.15 170.30 I I I PP - / `_, ' W I 170.15 I --- _ I �t i _/RIM cn fl� �.._.._.. 169.50 I � �I li t I (�'� 9.35 170 170. <� \ I - _ \ 170.20 �� 170.2Q 1Ip 17010 170_00 169.60 69 j I I I '1 r I U " � I I f I 169.22 I j� ._ ....i.........._.. _.. I ( _­_ ' �`L �QFF�F+ I ` I ( 1 1 _ _...... 167.80 � 1 169.90 __.....� 16a ' 'I �t �t j"`� r`--� r y`A N10505 �. \ 9 168 170.40 167.90 II 11 Q 169.90 169.40 167.90 168.65 169.20 ...._..... k•- I II t � �� T f ' !�.. 3 170 L 16L�.65 •r AT _........ O MAY 20, 1991 It 168.95 16 .5 \ " _•_...Q.--- l_/ tllikll _ _ -_. ._._.:..."" ... �...__-.._..__..._. r_ " W' r 11 /;' II f3 Y: "' DRAWN II it CHECKED BY: �-�."`•'..�. ._ -_..._. --.__._ -- -__».._....__. _..___.---��,-.�........._....__ .._ _.:-. -. _..... ._..._-__ .__._ _..._......:..... I` :=1 i IIIANE _- _ _ .�___ _ . � - .�- _- _- -- .. - _ _ �. = �I I, IK. KOROCH S.W.S _ _-___ _ _ __ .. -• _ _. .._._..._............... .,_ ! _ ��_»_ ...!1 I REVISIONS: I _. I i i .--_._•---- --- _.... __...._ ---_._- r-.r'�r• _,�,_ - •._.-•-' _ -.. ._ C+d I !, i i' I� I I I I I •_._� - 11 !I _.__......____........ ! f' .�' �~ ." 11 hil�11 �l. II IT I " J __..._._ _.- ..... I ,I / , 1 •F � t .amu ��".- MACKENZIE/SAI fO k ASSOCIATE.S,�'" !1 r �)�`' - \1 ~� "'"""'-• • "--""' -' �,� 1 THESE DRAWINGS ARE THE PROPERIV Oi - . 1991• ALL RIG-S RESERVED --------- ••»`_-'` MAC 1ENZIE/SAITO h A$SOCU.FS.PC M,5 A)SND ARE NOT T�AE USED DR RE AD l�j 1!` PRI(R iN ANY MANNER.ON OF /SAWITH THE I �..._ "•rr-~•. � � + �� II I 1\' ' PRif R_=RiTTEN PERMiSitON Of M/SA Fy SHEET .4 SITE GRADING PLAN t � _.. .�_ --��- .__,, •.... _ � , ; ,I �. 1" = 20.0' SD3 ,lf d I 291170 I (IF 10 ,. ,� I I ' I ! I I ! ` I I 1 1 I 1 ISI 111 r � I I � ISI Iii I � � � iI1 ,Y - AS FILED FOR PERN41T JUNE 3, 1991 ^ter w•. , ._ - I,EGT©[E DIIANM'PII]SIS LES ON, III !fI III I I III I I III I I III V IIIL�I 1TTTi�I�f(f41 III Tf1 III I I I I III I T6I I I I III I I I I 118 I I III III�I II IIII'IIIIIII 1111111 11111!1 APRIL. �?� 1994 1 �-_I 1 2 3 I I _�.. - - -- -}-t� ,'�,� No.se 97._xx.. 1GI IT IS DUE 'I'O THE ()UALI'fY OF _ _ THE ORIGINAL DOCUMENT. -,-- r -- - - �oo��E 16 I 91 L T 9 I 4 I 6 I S 1f I Z T I�T J Illllllllllllllllllhl!I 1111111!1!Illlllll!IIIIIIIIIIIIIIIIIIII I!1111i1i1111111 111111111111111111!11111ITIII I IIII11!I HIII!III II 111111�IIIIIHI IIIIII 1111�I111111II1111U11ll!'�i1111U1!Jllll�ll!lhWlllalllllilll�iil. !0111�Wlllllllllllll�lUl111!ll.11!IIIIIIINIIi i i I I 1i L E GEN D EXISTING PROPOSED - ' I-- i I 1 STORM LINE SANITARY LINE I 'II WATER LINE ^ � N i I ! I I �I _J `J U w • I ! I I I I II CATCH BASINCL DOWNSPOUT • I>; Q 0 ucn CLEANOUT • rw _... , . It i._.......' I \ FIRE HYDRANT �WFI1 W L,, r• II ! __ ,� � Z v I pU) I w o � Q ZV) ' I I ! I! NU aoz IE 165.50 I I I I O RIM 169.40 CID � - 8" D.I. CLASS 52 1 ! ' I- _. ') 7- O <Z CB Q L o IE 166 90 CB RIM 169.00 FH I I l ( w m O, n I ( _ gra I ABANDON EXIST. UTILITIES IN 1 6.. IE 166.50 , 15' EASEMENT -�- - I I 11 CONFORMANCE WITH JURISDICTIONAL IE 164.75 R 167. _ g REQUIREMENTS -- - -- -- -- --- I III 11 I U Q vi Q N RIM 167.75 i t w Z� ST--0-6.3%- I I II i I J N 1 I I " D.I. CLASS `52- _ 6" D.I. CLASS 52 - - 8" D.I. CLASS 52_ \ ! I I I I I ' `Q v 511 1w 6a' D.I.D.l. CLASS 52 _ D- IE 10 CL.A,S 5� - 1 .00 6" STM -- 2"W �.IE 16 . 5 -+ �,E R FYI ! I I I L LQ O,Or, - -- -- - --- - --- -- Q O d li I 2"W 4. �6SAN 1VE I ( I I I �, ! - -- -- - GO -- 6" 1.1% CO � IE 163.70- RIM 166.75 = I 8" SS ® 1% CO ® 1.8% IE 164.75 \ " S " I CO 8 �S ® 1.85% EXIST. $ g IE 165.80 ° ® 7% fE 164.29 \ I �Y I I " METER 6" 5T ® 0.4% 2" MET • 10 v, 0 CO 2"1'J - /- 6" ST ® 0.4% 6" F - co I I 11 I l : ,�-ter_ s 6" 0 40% I CO �.• CID 2"W C I In I �I I _W hCID I o C ' I 7.5' \IE 164.55 (6" STM) O r I I II DOCK DRIVE-IN IE 165.40 (6" SAN) IE 1ti5.80 DRIVE-IN DOCK IE 165.80 \ �s p i ( ( I 1 U I G I i 1 � z. cv _._ ]F r6�.80 8d v ; HIGH IE 165.8C `� ( I I ! I Va I "`� l � . I I, lE 164.57 6" STM \ � � ! ! i ; � � I I Q) �� � a (�'� v 6•• ST p 4.5% DS IE 165.15 6 SAN I ' ' i ` I II i`� +- [17 Q) W _ Q o I I I N o p L!Lhim o IE 168.00 \ t- rn I y S iD 1_66.65 TYPICAL p (TYPICAL) �( 0,� i (�.._....' \_ i I j U O r Z v> j 'kill 2, p t p CO CO Dc- co 6a. T __� _ DS CO CC o v I l I i CL L7 W I ( EX16T FH, o a= o .. I I ti L U C3 }1n 1.3 ® I _ I Q A 7 Ln ING 2.34 6.• p 19.8%- [E ,6 .05_ BUILDING 233 ® t. I ° BUILD # - � �M w ,. 7 - ° F.F. ELEV. 171.00 N j 1 ; EXI . FH l I 1 F.F. ELEV. 171.00 E� �" SIX l � ( 4 ® i cD IE 167.75 I --- ivs , 'y g 0 ® QS cD S p I I 21% I F_ 6" ST 5.2222% DS ' „ r " ST ® g 8� _ I I I�) j: ! Err) ( m Ln Q - yfrc II I - -� CO EXIST. z -� IE 164.80 Illy i.•. REMOVE EXIST. VAULT, F C , LD ! I AND SINGLE CHECK VAL 18' g' 9' 18 �r� 6" ST ® 2.5°6 I I ' I DS T 1�. RIM 169.30 i r7 DS .6,. T ` �1Yv�+ , `' IE 166.3010 I _ I I I IE 163.85 iZC I I I I I I I RIM 1�6g 70 D' CO C i • o CO d 1 11 0 lE 167.20 �' ® ® I I � I rn. 6" ST 0 15% o 1 0I- I / I i I J �- � IE 167.78 � � I i � I l IE '.64.50 ]E 165.70 D S 6" A 1.2% DS DS 6" S 0 8.75% I I i - 6" ST 7.7% 6 T - _ - ° I ( ! I I �..- �% RIM 169.30- �` I I N In IE 166.80 IE 163.70 -6" ST PLUG & MARI. 0 O1 ¢ ® 2.2% IE 167.60 IE '167.60 I °; IE 167.60 IE 167.60 ' v It 163.55f-- 0 6•. .: ® o IE 167.75 �, 6" ST Q 24 I' ti., li CL.1I O CO CO CO 0 I I II I I I IE 163.40 o I w I I ® �IE 164.40 j I ! _ `n I ►• I v X09°_ _ I I ` I , i - < 1 IE 162.60 1C" IL 163.80 101. 5�CO ! _ I ._ CB _ -�� RIM 168.55 - .• n.8 -'�� I E 166.00 Oil M. as 10011-, EXISTING --- 0%-,f / iHLOWOrF 5T �� 21% " S� ® ® IE 161.95 p 2.2 � c 1 �� C E 184.75 ✓,j (J _.__� _ •� N \ EXIST. 15" p 1.25% �. �- XI 15" % ___ ____ _ _ _._... _ ._. _.___ _ _ -' _ __.... _ _ _ _..__._. �'O EXIST. ® Q 5 __._..........__ _. -._....w __ _._.....__- ._._..- __..___ .......__ - - _ _ _.. MAY'� II � ii II 20, 1991 - A i II it II -- __.__-�_____.__.....__.._..__-__.__..____.____ � r •`� ___..._.... . . -- -.._... - - • I. _ _ _ _____. __.__.... _..._..____.. __ _ _ _.._.....___. ....._ ......._ it 1 DRAWN 9Y: I I I ,,,,...�.•. 1 D k L.�R II I CB I IE _ _ I I E 181-15h 30 11 II II J _ _ _ II i II it I CHECKED BY: CARDINAL L.ANE S W _.._ _ _ , __ K. KCIROCH� � _ __._ ___•-_ _•.__--____...__.,......._...._. _..... __....___ .._.•..__. ...._.._ ._,..._._ _.._.._._.__._......_.. ..._.. ___._...__�...._._____._. _..__. r �' �, I II _..-.B_. C;�L,- u Evlslorls. ....... ....... ...... I it II I ._.-___... Nf _ITII r __ _._ _ - - _ __... _..__ __..._ __.___._......w--- II it ..... _I .__ _.._ __...__.__ _._..._.._._._. __� _...._..._.. _ EXIST. /r II .......... _._ � I _ - - _ ... r _.._.._....._..... .._ .. 7' -- ____............._._._... __._....._ .............._ _ .. C7 \ I ^ ► U I i i MACKENZIE/SAITO &AS,,OCIATES' FH ^` 1991, ALL RIGHTS RESERVED i �J THESE DRAWINGS ARE THE PROPERTY Of !!! �Ij .- M))ACKCNZIE SARO& ASSOCIATES, PC(M�S w.+.-, DIµD IN NOT TO BE EXCEPT WRtw PRIOR WhITTEN PERMISSION Or I/ PRIOR fy I I J 1 SHEET SITE UTILITY PLAN _ SD4 OF 4 JOB NO, 29 1 70 6H77 7447 SW CARDINAL LN 4 OF IU - - _.��T.... ._w....r.�.�.._�,�..,�,�,•.�....�._ .�._�,.,.����,�,1.�7.�. ,� PERMIT JUNE �3, 1991 IF THIS DOCUMENT IS T,ESS Tlr Ill III Ijl Ilrllli ll� ll� ll iii ill I t ll1 tr11 �illl'!I1 III IIlll III 111716 II Ili ill III Ili Ili Ill IQI ii I1i Ili Ill IIIItI IlIOIII III 111111 I�! III i�l;l A- LEGIHLE THAN THIS NOTATION, I I h 11 I `� I I I �G� I I I I I I I I JI' I 10 I }y, I 11 I 1 I APRIL 3 1994 I I T l-- .- --- ----�--- --�------L- �- --- ---- -- - �--- r IS DUE TO THE QUALITY OF N°ae THE ORIGINAL DOCUMFNT. - -_.. T - --- ---- -- ------- ----• - - - -- --- - ® .'M�• _ - foo��E Z RL L�Z 9Z Z 6Z EIZ Z IZ O�Z 8[ 8I LT 8T 9i 6[ ET� ZT I�i I i 8 8 �L �Q 4 S IS �i� uel I IIIIIIIIII IIII IIII IIIIII llllllill llillllll llll llll�l�ll�llll�llllllil►►ll�l llll Ill► lllllllll Illllllll�lllllllll I�ll�lll���ll llll1ll 111llllllllllll -t-- ll III 1117111►Illlllllllll l�(11T11111111 ll lllllilllllailllllilll�ll�llllllll �llillll�llll�lllli►lI1�IlllllllllWll► I z Low Q n— 0- , w F•- z �o LLJ < z cn C NU � o ZO QuU� wOo / F � 0 YVI^ L- CA UQ U, znN Q U rn 4 < �O O,O d Q EXISTING PLANTING AND IRRIGATION TO REMAIN ^ >� -+-- r QO M �O I cv O G B CD - 1 G _ U Am um LM HH ` r`� G FIN HH _ `', _ _, - 7 ROOM szv ELEC. U DOCK GRADE ROOM DOCK GRADE B _ - -- to v K 0 N� 11 LL DO \ BUILDI��'G �r234 BUILDING #233 EXISTING TO REMAIN LS DD C 4 LS W PLANT LIST z I TREE TYPE 'A'• RED SUNSET MAPLE (ACER RUBRUM) W - -- -- TREE TWE 'B' RED OAK (QUERCUS BOREALIS) HH HH �- TREE TYPE ;C; FLOWERING CHERRY (PRUNES SERRULA) LAWN Q Q ( I TREE TYPE D DFODAR CEGAR (CEDRUS DEODORA) TREE TYPE 'E' JAPANESE MAPLE (AGER PALMATUM) ` D Q TREE TYPE 'F' JACQUEMONTII BIRCH (BETULA JACOUEMONTII) Z L TREE TYPE 'G" HOGAN CEDAR (THUJA PLICATA) K Q N DO TREE TYPE 'H' VINE MAPLE (ACER CIRCINATUM) tt n I\ T TREE 1 YPE 'I' COAST PINE (PINUS CONTORTA) - - �•� TREE TYPE 'J' CHANTICLEER PEAR (PYRUS CALLERYANA) _.____..._.. TREE TYPE 'K' HINOKI CYPRESS (CHAMAECYPARIS) D O TREE TYPE 'L' HOLLYWOOD JUNIPER _ 1 \ [STING TO REMAIN K TREE TYPE 'M'• RAYWOOD ASH (FRAXINUS ORNIIS) Kn !j I DO TREE TYPE 'N' COAST REDWOOD (SEQUOIA SEMPERVIRENS) D LS CC Ld 4 CC h L SHRUB TYPE 'AA' DOUBLEFILE VIBURNUM (VIBURNUM PLICATUM) HH HH SHRUB TYPE 'BB' PHOTINIA (PHOTINIA FRASERI) ` T� DD SHRUB TYPE 'CC' ANNUAL COLOR BED I LAWN - SHRUB TYPE 'DD' UNIQUE RHODODENDRON (RHODODENDRON "UNIQUE") SHRUB TYPE 'FE' FOREST FLAME PIERIS (PIERIS 'FOREST FLAME-) SHRUB TYPE 'FF' SUN TOLERANT RHODODENDRON M® �)n - -- - SHRUB TYPE 'GG' SHADE TOLERANT R!IODODENDRON � F SHRUB TYPE 'HH' ENGLISH IVY (HEDERA HELIX....) ^ ------- ----- - - SHRUB TYPE 'II' BLUE DWARF OR SEMIDWARF RHODODENDRON / /( D SHADE TOLERANT - RAMAPO OR COMP J2IBLE t\ ---------- Pl ANTING TYPE 'LS' MIX OF: RHODODENDRON, AZALEA, VIBURNUM, ILEX, Q� K ° COTONEASTER, ANDROMEDA. NANDINA • K HH 'tf i` l HH ----- ti. WASHED STONE BED -AND------- TREATED ND------TREATED 2 x 6 WOOD HEADER '{ ------TYPICAL AT LOW GLASS AREAS --------- LAWN - -- K DD CID ( DOK HH K DD DD K DD DO -K - -- I -- ----- - LAWNQN I DATE: cc cc JUNE 3, 1991 DRAWN BY: RT CHECKED BY: REVISIONS: B B B / EXISTING PLANTING AND IRRIGATION TO REMAIN ` \ EXISTING PLANTING AND IRRIGATION TO REMAIN SW CARDINAL LANE MACKENZIE/SAITO R ASSOCIATES,P C I991, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERT• OF MACKENZIE'SAITO R ASSOCIATES,PC(M/' A)AND ARE NOT TO BE USED OR REP90- O CED IVA W MANNER, E%CEPT WITH THE PRIOR WRIT EN PERMISSION OF M/SA SHEET LANDSCAPE PLAN 1" = 20'-0" (NL 1 OF r7 JOB NO. LO 0 291170 6FJ77 8: 71:07 SW CAP.DINAL LN, --j 5 OF 1.0 _ 0,A AS FILED FOR PERMIT JUNE 21 1991 IF THIS DOCUMENT IS LESS 'TIf Ilr III III III III III �III 1111111 III I 1111 T �1 r�l flf III I I III III r�rli. II II! III I I III III III III III III III 1111HI ! III III III III IIllill !II III'i l l LII f 1 I I2 I3 77 , I I I � 16 I I I I I �l0 11 iZ� APRIL ?,r3 1994 ---_-� _L 1 _ - --41 -81 --- ----1 -- ----- --- LEGIBLE THAN THIS NOTATION, IT IS DUE TO THE QUALITY OF — No,n ®•�!. THE ORIGINAL DOCUMENT. ------- — -- — — ---- - -.-- -- --- - -- �E �Z 8L LL 9Z Z bL EZ I7, OIZ IiI 8I Ll �9l 9I 6l L`T ZT �luil, t 99�III� IIIIIIIII IIII I IIII IIII IIII IIII II�1, 1-1 IIII II►I IIIII1�II VII ►IIi IIIIIIII IIIIIIIII►�!I IIII IIII IIIIIIII11II 11111 IIIIIIIII V III III�Il l�llllll llll ll�l Illlllll�l��l�ll�ll llllll�l�lil�llllll���� II��IN�� KEYNOTES �---� 1 23 4 5 f� 7 8 1. T.S. 6 x 6 x 3/,6 1 YPICAL 2. ANODIZED ALUMINLM STORE�RJNT WITH INSULATED GLASS (FUTURE) .3. LINE OF CONCRETE PANEL ABOVE: 15 '-0" I 4. 10' x '10' OHD 5. 2 x 6 AT 24" O.C. T,.'• ROOF Z 1 25'-0' 2.5'-0' 27'--6" 27'-6" 25'--0' 1 25'-0" 6. RECE"SED DOCK O U V) -- — ,� - � - ----- - - -- - 7. CO?NCRETE WALK 8. 3"x 7' HM DOOR 9. 6" DIAMETER INTERIOR DRAIN TYI'ICAL . 10. ROOF HATCH gA � w I 11, LADDER TO ROOF 12. ALARMED OVERFLOW DRAIN, TYPICAL AT ALL INTERIOR DRAINS 13, EDGE OF CONCRETE �.LJ E� w•- Z N I r- < zcna, Z 1 � N � ago ZO WzMn I I I W Lf) X Q o,n N m U3o0) - ---- - - -- "C R. _— Q w 204 * 10 1� 4 Q� ELEC RIC I V ( o Q U 1n Roots "� r „ i � 8i Qo° o � I N I I ;, LEGEND W N W CONCRETE WALL L FULL HEIGHT WOOD STUD WALL -+-- j I V , I 2 x 6 AT 24" O.C. WITH 5/8" GYP. BD, I 9 EACH SIDE (v (1) ,I 10Ca a io +I --- - - I r . '+' Q� N In I 12 I I N 0 TES. M L u O N 0 N 1. ALL STOREFRONT AND GLASS FUTURE; TO BE LOCATED WITH TENANT PLANS O L U I a Z 1,:-� •� I I I I I I C too i 12 I N M I I u I I i Ln I I H i a I I I I i I � I a lot 12 I I I I I I I M p N L I I I :3 m I I I 12 I I b N N I I I I I I I I I DATE: JUNE i, 1991 -- - I --- - i WN Y: I BK I I CHECKED BY: 1 I _ RE`✓ISIJNS: o I I I I N I I I I I I I i ' I I I I I I I I I I � I FLOOR PLAN MACKEALL RIGHTS k ASSOCIA?ES,P C I 1991, ALL RIGHTS RESERVED t'D'�ICCD ESE DRAWINGS ARE THE PRSPER1'� N I CKENZIE SNTO k ASSOCIATE. ✓c:�"^ 1 I 1 H i 24,6`15 S0. FT. 1�8.. — 1'^�" INRANY MANNF'E NOI TO RF.7tCEPWRf IOR WRITTEN PERMI5510N ,I 4.-A I I I SHEET ODLo I I I ui H - -- --_.. ---- - . - - -- - --- -- -- - - - - --- ---- ------- -- - - -- ---_ -- - ---- ---- --- ----- - - ------ - Al 0 OF Ln - V- Z 2,-6., I 0 2'-6 5'-3" --9 6-- - �4)EQ- '-3" ) JOEL NC. d 291 170 hH%7 `, 7007 SI,I C'aF'U]PJAL. l_t4 nF 10 AS FILED FOR PERMIT JUNE 391991 IF 'PHIS DOCUMENT IS LESS 1�1I -I-I,—II II '_tT 1 I—II I I--I-I I�JI I -I III II 1III III III V I I I I' ' I IIlI I OI I LIII III 1 1 1111111�I I I I I I -_I tI I I APRIL <r- 1994 LEGIBLE THAN THIS NO!ATION, 8� No ae s- { IT IS DUE TO THE QUALITY OF -THE ORIGINAL DOCUMENT. — — ---- -- --- - --- - tol, �sZ 9Z LZ 9�ZZZTcu�, fl, TZO894ul ,1111IIII14N111111,u�1111111,11,111,11�1-111►u uu u11I1�111;1;;►I�11►I�►III�u1`IIlu�111►I1111 u1111111 IIIIIlul�1►�uI1I1111 IIIIII111 Iullull Ilulllll ��t«luu�ulllul�ttu >� Iui�lul1 11llIlL�, �il�lllu lu 111�11111I1�111130X C� KEYNOTES 1. GRID LINES 10 O.S. FACE OF CONCRETE ANODIZED ALUMINUM STOREFRONT 2. PAINTED CONCRETE TILT—UP WALL �_ 11 BRICK VENEER NOT SHOWN 3. 10' x 10' OHD DRIVE—IN 0 1 /4. 10' x 10' OHD DOCK HIGH O V) MAw 5. 3' x 7' H.M. DOOR TYPICAL TYP. 6. BRICK OVER CONCRETE TILT-UP WALL 1 w cc ) T /PL 7. FLASHING (HEIGHT OF SOLDIER COURSE � 8. TURN--DOWN SLAB AT BULKHEAD WALL T T PICAL, SEE DETAIL 2/MA V I I,I I 9. 5/8" EXTERIOR GYP. BD. ON METAL STUDS z ' 12 ;; 'L r`31 \--_ , 0 10. 5 112" CONCRETE WALL ^ w = 11. SOLDIER COURSE Lj I _ _ BTM BRICK C~ n 12. DOUBLE SOLDIER COURSE Z C'I L----{ 0 13. FUTURE OPENING �.1.� Q z T/OPENING �^rn -- - - \ 'I 14, PAINTED "HARDITEX" ON METAL SPUDS N g L N 15. GLASS ABOVE H.M. DOOR a DOOR ARMOR 1/8" BENT UP 4'-0" TYPICAL UW 17. SILL ANGLE 1/2" x 3" x 3" x CONT., SEE DETAIL 22/C L j 0 w z�o �3 I apO1.0 \ 13 1 Ql Y CIO 1`_ M I 3,3 U N --_- ___--_ -_ FIN. FLOOR U F- (n J N --- - --- I--- 1_� T�_1�7_ _�_ .-1 L L - - Ti � FIN. GRADE Q 0�o j � caC� L- - — 1. —J aoa.. 2 1 PYP. 14 SOUTH ELEVATION _, /8° _ - M � 0 N N � H E c A old U O (D D) M � � v M L (on p N O CL - -- jj �{� U o v •rn 4 � a• _ILQPENLN� N •U(LD I C FEE - - -- - -- — -- FIN. FLOOR I I- Ai Al-A- IN. GRADE EAST ELEVATION L O 7 1 '� V) '— c: O � M -------------- --- -------- 15 9 L.LJ :3 m .- i---------- ---- -- --1 — r---- -- ---- - ----- ---� �- - 3 13 I \ I 13 I I I -- --- - Zz I D_ --- 3 __- - - I - - -- ---- 4 5 I 16 17 22 I I �1A4J NORTH ELEVATION CATE: JUNE 3, 1991 IRAWN . BK A H CHECKE-D BY: REVISIONS: 7 \ \ C M9 IKEn LIER ALTS RE SSOCIATESP.C. L I I_„•L _.J L._--____—.--__- _---_ __ —L_I—J. I J, RVED THESE DRAWINGS ARE THE PROPERTY OF \\ i DIICEDMACKENNIEAANY TMANNER.'OEXCE.PT WITH HE A AND ARE NOT TO BE USED OR REP 0 PRIOR NRITTEN PERMIS,;ION OF MJSA SHEET N WEST ELEVATION A2 OF 2 M JOB NO. O 291170 N < h8/7 & 7047 SW CARDINAL LN or Ju AS FILED FOR PERMIT MUNE 39 1991 IF�--^��� �Y ^µ�'�Y � �*MI�,^•nA I I I �' MHI 1; LESS � �---I-(II-I I 11iT - 1—�111111 -I-I_IIL I - I81 IIlIIIIIIli—1 III I-III-I-1II_I.I I.I£I�IIIi.IllIl.I^llISI�I�I I. I1iI ol�I ueI I- LEGIBLE DOCUMENT NOTATION, ZI � 5 6 i� 12 ,. APRIL 23 .- 1994 IT IS DU TO THE2UALITY OF THE ORIGINALDOCUMENT. I— II111!!11111ZIi,,Ill OII IIIIII8I IILIII, IIIIIIItJIM I, IIuI[I,I £ 131-111 �1• •• '�� �� �M ��� �,MA��� T�� 1 ���! 'S ' IIII IIII IIIIIIJII KEYNOTES ==� 1 2 3 < 4 5 E < 7 1. I INE OF PANEL ABOVE 2. EDGE OF SLAB TYPICAL - - - -- --- - - 3 5 CONCRETE CRETE SLA T.S.25'-0" 25'-0"_ _ 27'-6" 27'-6' 25'-0' 1 4. S 6 x 6 Y 3/16 OR 5 x 5 x 1/4 OR 6" DIAMETER STI). 10 -p T ------- - -- STEEL PIPE COLUL4N O U w l'-3 * } 20'--0" 2 -6" 5'-0" 2'-6" -_ -- - 40' 0' 2'-6" 5'-0" 5. FULL HEIGHT 2 x 6 WALL, SEE SHEET Al FOR LOCATION AND DIMENSIONS �_ • TYPICAL 6. CONSTRUCTION JOINT AT FILLER STRIP AND AT NUMBERED GRIDS TYPICAL Q �. SEE DETAIL. 6/C r 7. CONTROL JOINTS AT LETTERED GRIDS 8. 2'--0" x 2'-O" BLOCK OUT AT RECESSED BASE ? 9. FILLER STRIP TYPICAL - 10. 18 17 16 ~ z CN N C C W _Q Z v, I l j NU a- p� d zo W (/l) (A> _ — I I _4 I I — -- - --- -- - - - -1 I l'- (14 k L J L___ J �f L r —J L _� I I U{ < w uizZN - -------- --- ----- J . L �J �[ L.J-r-� -L7O - ZJ`� I "V Q oa`to N v v I I I I I 0 0 _j I I I N CL I I i I I i 1 N O U --- - - L-1- -J L-_ -J I U 1 i I M N 1010 I CSI O I N ! VO I I U (3 20 z0) pl) 13 o � � O � 4 I I I 1 I I I 1 19 C to I N I I � I I � OB — O — O I r A r A I 0 D -- - --F- CL Pe) I L -J L J L_ -J N -I C I O 07IY) I I •- N N I I •— cy) t 4 � m •� 1 20 rL m I I I I -- I c E 1 I I I I i I 19 I o I 1 c I I N I 1 I A A 0 I I r- —,O r— —, 4' 1"1 DATE: JUNE 3, 1991 I L -j DRAWN B K IT I I � I CHECKLD BY: I I o I I REVISIONS- (Dr I I � I I N I I I I I I I I I —I --1 �— Q I IL_ _� L_ ._ J I I L I J 07 -- L _lJ BI & 1 O I I I cI 6 i ----• — �. MACh ENIIE%SAITO 1991, ALL RIGHIS RESERVED k A-.-OrfkfES,P I- O FOOTING SCHEDULE THESE DRAWINGS ARE THE ASSOCIATES. PT(of M,, A AND ARE NOT TO BE USED OR REOHO N I 6 I M)ACNk n2!['GITO A ASSOCUTES, �C M.°. 1 8 -- — DUCE.^. IN ANY MANNER, EXCEPT WITH THF 9 I _ NOMINAL SIZE STEEL REINFORCING PRIOR *RI rT[N PERMISSION OF MASA iC8 4 t I �1M. C MARY, TYPICAL USE LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS _ SHEET T YP. I I 1 A 6'-.0" 6'-U" l'-1" 6 5 x 5-r-6 6 - 5 x 5 -6 r----- _.. _ _— B 8'--o" 6'-0" 1 -0" 5 5 x 7 -6 (7) #5 x 5-� r-- C 6'--4" 6'-4" I'-1" 6 5 x 5 -8 6 5 x 5 -8 -- - D 6'-3" 4'-0" 1'-0" 4 5 x 5 -9 6 5 x 57 6 i Lh �-{ i I - - - --- --- - __�-- -I _. .. -- --- ----- _ --- - Z _ .. ----- - --- -- -- -- ----L_ __J"- - -- -- - - -- - - I E 18 6" 5'-6" 1'-6" _ - S✓ E DETAIL 3 C sl 0L---J `D OL---- \ �L J F L^J � � A OF FOUNDATION PLAN JOB No. 291170 V) x,877 i(Iu;% SW C APDI1 Al I,I 9 nF I u AS FILED FOR PERMIT JUNE 3, 1991 IF THIS DOCUMENT IS LESS 111 L_.I-II1I�111 I III III I I.I�I _1111111 II-I I II-I -II-I I 111(17 1 �._� -I 1� 11111 I111TIIIli II LEGIBLE THAN THIS NOTATION, Z - I II III III III II�II I_III -II-I—III I ��I!II111'ill�I�I III IIII t1111111 III!III Ij111�I ' APRIL PpI 20 1994 I ' IT IS DUE TO THE QUALI'PX OF N"7d �•"�S'�"' THE ORIGINAL DOCUMENT. T — r l2 07� 8I j 81 L�i 8i 4C 6l �£I S�I i�i I �i I-IB �8 I rL �8 1111 IIII li.l IIII Illi llll�lllltilll lll! 11 III 1111 IIIA�111,I111►1111►1►II�II�III��IIIIII I�I1 ►1111111 VIII III►11111 Ilii��111111�III IIII II 111 III�1�����►1111��1Ii11111,�1►I�IIl�1111111t1�i11111111111►►1�1��.Illl�lllWllliillll►lllll�ll� Jllll�lli►lll;lll!IIII Illllllltl 2 3 4 6 8 KEYNOTES r� 1. P.T. 4 x 6 LEDGER WITH 3/4" DIAMETER A.B. OR P.E. AT 4'--0" O.C. ------- 2. P.T. 4 x 12 LEDGER - SEE DETAIL 2A/RF FOR CONN. TO WALL STEEL U _ - --- - - - - - - - - --- - 3. / OR 6 DIAMETER 25'-0' 25'-0" 27'-6" 27'-S' 25'-0' 2 T.S.T S 6 x 6 x 3/16 OR T.S.T S 5 x 5 1 4 '" -- - - - - - ST PIPE COLUMN TYPICAL. - -----._ -- _ -- - _ I - - -- _ - -- --_-.-. - - -- -- 4. ROOF NAILING: 5/8" PLYWOOD WITH 8d AT 6" O.C. AT PANEL EDGES AND �•.� 0 8d AT 12" O.C. AT INTERIOR SUPPORTS 5. SIMPSON ST6215 AT 8'-0" O.0 EA. PURLIN TO WALL CONN. TYP. - SEE DETAIL 2B/RF Q �- p 6. SIMPSON LTT19 AT 4'-0" O.C. w I TYPICAL AT SUBPURLINS - SEE DETAIL 1/RF 7. SIMPSON SA36 PURLIN/PURLIN STRAP ACROSS GL. BEAM AT 8'-0" O.C. V) ? AT GRIDS "B" AND "G" ONLY �-� w 213 8. SIMPSON SA36 PURLIN/PORL.IN STRAP ACROSS GL. BEAM AT 16'--0" O.C. t-- Z a a N RF I AT GRIDS "C" ONLYw • z 9. DOUBLE ROW OF 8d NAILS AT 5" O.C. FIRST 8'-0" OF GL. BEAM TYPICAL _ -- Q T LEDGER 5 T LEDGER T LEDGER 10. (2) SIMPSON ST6236 GL. BEAM/GL. BEAM STRAPS TYPICAL. AT EACH o N U a 18'-3" ` 17'-2." 15 16'--3„ BEAM LINE UNLESS OTHERWISE NOTED o a w LJ 11. SIMPSON HC7-5 HINGE CONNECTOR TYPICAL w W ZQOf^ O 12 ( 2) SIMPSON ST6236 STRAPS AT FACE OF LEDGER AT GRIDS A AND H Im Lo Ne, Ln SEE DETAILS 2A/RF, 28/RF AND 9/RF p / 1.3. (4) SlMPSON MST37 STRAPS, (2) EACH SIDE, ACROSS GL. BEAM HINGE U NZ N /• AT THIS LOCATION ONLY gN 2 T 14. (1) SIMPSON ST6236 STRAP AT FACE OF LEDGER AT GRIDS B, D, F AND GL)cQ � 4-; o 0 / 1 15. ODD PURLIN BAY L Q O[Lug i 8' 0" 16. PURLINS 2 1/2 x 16 1/2 22F-V3 W/SIMPSON HWU2616.5 HANGER EACH , RF ,� T END AT SHADED AREA ONLY 0P R 17. SUBPURLINS 2 x 6 DF-I- #2 AT 2' 0" O.C. WITH SIMPSON F26N EACH / SP C GI END TYPICAL 18. ROOF DRAIN v 9 19. FULL HEIGHT 2 x 6 WALL T BM. / T T BM 20. PURLINS 2 1/2 x 21 22F-V3 W/SIMPSON HWU2.621 HANGER EACH -16'-0" 1• �- �, 2: / END AT REMAINING AREA N � 0 1' L ./B 3 4 3 x 6 pd L5 (� G R NO CAMBER 2 0' RF � RF TYP. O 0 00 - N 1s / � Z U 0 0 M. T BT LEDGER •-- T BM. _ / T BM. T - 15'-3" 15'-0" _ 18'-0" 17'-2" F 5' a G . : •U - - —^�--- — -_- G - 4 - GL. BM. 6 3/4 x 37 1/2 _ GL. BM._6 4 m 3 NO CAMBER R=2 0 10 - -3-o- - - 8, 0„ / RF 15 q P L o / I P CI Ln N / �\ W T BM. T BM. 3 T BM. XT BM. C 16'-0" 18'-0" 17'-2" 16'-0" 0 O CL 'Ct 4 x GL. BM. 613/4 x 37 1/2 GL. BM. 6 x 8 1`� •- 15 --- - _ 0 NO CAMBER _ R 2 0' O)Cq m 0 1 2 3 4 < < 8LA— _ m .e 7/BM. T BMT 1 T T LEDGER Q / . . F 15 -6" 0 O" i m i L 6, / 5 2 -- GL. BM. 613/4 x 40 112 - 4 x R - 0 NO CAMBER 1 1C C 14'-6"- F S ,.KR 10 --- T A RF O IT,n A 8 U I rte.� .>~ A N 11 6 o 12kn - T BM. / 10 T BM. 10 4 T BM. 8 13 16'--0" 18'--O" 1 16'-0" 1 pAT E: OF L. 6 x 5 GL. BM. 6 3/4 x 40 1/2 s x <�/ - - - - ---- --- -- -- -— -- --- - - JUNE 3, 1991 6 J / = 1 0 NO CAMBER 0 AW N . RF / BK 14 ✓ 14'-6" - CHECKED BY: 4 O MA / �� REVISIONS: I g N 0— T M. T M. T BM. - 15'-0" / 18'--0" - 15'-0" 10 10 i4 G B 3 2 1 GL. BM. 6 314 x 40 112 B 3 4 1 1 / \ 4 t I 8 8 i MACI<tNZ1E/SAI10 k ASSOCIATES,FC 1991, ALL RIGHTS RESERVED THESE NCS OI - - �--- - ---- -.. - M)ACKENZEAEE//SAI J h ARL SSOCIATES,THE PROPERTY C M/S ,TOLn DUCED INRANVOMANNERE E.CEPTORWL THE N PRIOR WRITTEN PERMISSION OF M/SA 12 � ~� SHEET PLEDGER / " 1 16'- 00 6 •-0 H - - _ —; Z=Z- S2- rnn EDGER T LEDGER ROOF STRAPPING PLAN __ OF 3 '� -3 /''� ROOF FRAMING PLAN JOB NO. co 1/8' - 1'-0" b 291170 � 6f.97-79, 7007 SWnCARDINAL I.I, AS FILED FOR PERMIT JUNE 391991 IF THIS DOCUMENT IS LESS TIf Ilf�lll III III III III YIII III III III�I I iTT TTffT h fiI fIT III I I III Ilf I�f fi 11 III III IC1111iII1111111111111111 III I 1111111 III III IIIIIIIIIIII'IIIIII II1 IIZ T � � 41 � 1 I � 16I I � I � II �u viii i� aPr�I�_ 2,� 1994 LEGIT IBLE THANE TO THE QUALITY NOTATION, I —� _� ----� - - -- ----� �� _-__j L.,- - 4 _ THE ORIGINAL DOCUMENT. -- - - -- tri, II c�zsToz si eLI st 41 vi s>< I zi I It T e � IIl1Wlll IlllL'! IIII�NII I , I I II lllilll 41111,111 Illl�llll Illl�llll Illl�llll Illl�llll Illl�llll IIII�IIII llll�llll Illl�llU IIII�IIII Illllllll IIII�IIII II(I�ll Illl�llll llll�llll Illllllil IIIiIIIiLL�llillil �lllllllllllll ll lllllllll KEYNOTES 1 6 7 8 � CONCRETE TIL- - VP HALL 2. UTU E OPENING 12 3. #4 AT 12" O.C. EACH WAY (TYPICA) PANEL REINF.) D4. (4) #5 .AT 6" O.B. AT � OF i'.ANEL AT GI AFAM r•'i'!CA . � 3 12 - 5. (6) #7, (3) EACH FACE, SEE DE-AILS 9/C & 1 0/C w 1 A� L-1 _ 1 3 B \ L '* I C I 11 [ 7 fj �y D 6. #3 TIES AT 7 1/2" O.C. TYPICAL. SEE DETAIL 10/C 1--J 7. #3 TIES A T 4 1/2" 0.C. .� a- 0 A. #3 T!t_S AT 12" O.C. x ------ --- h - T/pL ------'k- 9. (2) #7 EACH FACE WITH3 TIES r' T 7 112" O.C. lMIT -�_-----------MITI II l-J� \ ' ' D10. (4) #5 A T � OF PANEL � ? �i t �-� i}ldl C13 Il f•- t�� - 11. (6) #7 EACH FACE WITH #3 TIES A 7 1/2" O.C. w t Tr' Iglgl 11 T_Q T II 12. (2) #5 AT EACH FACE AROUND PANE L. EDGES (TYPICAL PANEL REINF.) z�w o 1111111 + ti"' 1111111 111 +f1-r11 13. (6) ?7, (3) EACH FACE WITH #3 TIE:, AT 7 1/2" O.C., SEE DETAIL 11/C F-^ II{ILII INI111 111 11 0 14. (2) #4 EACH FACE W11H #3 TIES AT 7 1/2" O.C. SEE DETAIL 12/C W z V) _ I 1 --- -__._. . - _ z o 111111 111111 I I I W Z W O 1{1111 lillll i i I lc -o W V7 X 4 o Lo 111111 1 111111 1 Y V7 m 111111 lillll 1( I � ; 111111 111111 11 FIN. FLOOR � w a - - - - -_ LJ---- FIN GRADE 0)a 1 QOO l'-3" �n 2'-6"I 20'-0" -- - 2'-6' - I 12 SOUTH ELEVATION _+_ - � H E c A N F� M D ! L_ 5 C C1 T tai L_ a � a E6 I p] 4 12 ' 8 B 10 B -- - --- --=-----_