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12090 SW MAIN STREET-5 - i GENERAL NOTES: W .-4` 1• 1. McDonald s Road Sign and Sm sire by $+/n r Conduit acid Wiring we by the Generai Contractor. " 2. Bases, Anchor Bolts, Conduit, and Wiring for All Other � s are the General Contactor. • Signs by J. -a" Empty Conduit to Locations Shown at the Lot P'erl ` meter for Lot Lighting is by the General Contractor, Lightin8 > \ Z Fixtures, Baas, Poles, Conduit, and Wiring we by the 0 Owner/Operator. ~ ti 4. Beres for Flagpoles arc by the General Contractor. Anchor Q 2 1 Bolts are by the Flagpole Supplier. 9L 5. Proposed Utilities are Shown in Schematic Only. Exact -- Locations shall be Field Determined to Allow for the Most Economical Invah,, ion. 6. The Contractor shall Ceaordinab with All Utility Comp>,niee to Determine Exact Point of Service Connection at Existing Utility. Refer to the Building Electrical and Plumbing It Drawings for Utilit•; service Entrance Locations, Sizes, and ,00 NF.W tv I f elm/ GNB ev , ___`--__— - - / ��-� -�.. ...___• 7. All Elevations Shown ars in Reference to the BencFtmwk 1`t _ and must be Verified by the General Contrector At F' I t t�.t,' 1�f F'!` Groundbreak. ON • -"' S. Finish Walk and Curb Elevations shall be 8" Above Finish $ Pavement. c / ,•'''� -.�r.i --"' _r T 1, 9. All L Are shall be Rough Graded to 8" Below A r f t, ( Landscape gh w y %"� �j'>el' PR.1►V 1>�►•1 L '4�1 �" �. ''`.,- C' '`' I Top of All Walks and Curbs. Finish Grading, Landscaping, and Sprinkler Systems are by the Owner/Operator. +• 0,A �� t. • f •►- �ry�_ � _�. ." 1 _„ .�-�----_-.. __t_.__ - 1'�I�.� 7�,�5A 7lfa r-t r Ik'I'l'''. T 1 .Y `r �` �V { � t /' _• r, � I'1(.'o 1 \ 0 l 1 PAVING SPECIFICATION: (Minimum 3"Total C on E 0 l 5 r. T K 6 H +Wct+d Asphalt Thickness.) r� Al f � 6014;ZAt. To ec V. , '" �„' �..:1 [,� �,i�/��-•4 / - �. 11 � ,� 151 �, � /^ � � _�_r, ,`: r "" F L, \ t — ADr- ,EXT J.r. ,/ \ t•��1'-j 1`�• X:�n' , _.--y" • � � ,�t� {p .`•;,Y -_ - �, r�.. i'• \ ' ~ �� (J„� II r.�'' f..,••�. .,,,� r,:,;��f G.J,/ �/ � .,,�'�,. _ .. KI`-7e• �LA� c� FCS i \ 3 Reserves McDonald's Engineer Rerves The Richt To Request A Compac- tion Tent And/Orpf Tests Prove Correct,Per si y a r 1 , ' ' c'I +`" -_ ._ f Above gpecificrionCore T Will Be At The Expense Of McDonald's, / � � `" ,v� L , — ,• / Otbarwisa,G.C.will Be Clwe.ed. � �\, �ilb►it-f►' �'iQ\I _-,�,\- ', Y r.' r(J� O� J i,� � \ � � •�'" r 1 LOT LIGHTING RECOMMENDATION: \IR ("� F. Ga FSG. PAC:' \ ` \ Note: Electrical Contractor To Circuit Lot Lighting As Noted. %� PARKING INFORMATION: ra �� �• _.<t�` Total _ met': x @ ��_ , \\\ �� \ �,`\ ��_•.,�. 3paces' Spaces x @ Spam x \, \\ �Vie• \ ,�� - \� I.A A Iir. TO �,�P'IA►r � UTILITY INFORMATION: Size: Type: Location: L Sanitary Sewer Water Stol m Sevwr q ►-t ; T_I of , +;t Ln a� r !, r '�'. Electric Z � �-- •\ L• ` Gas t.11r^b• ` L.E �`� '. SURVEY INFOR!'AATION: �y Prepared By: Dated: d 4 ` ` P ll C��.� r`` Xl`-'�If �'�_./�.h I"r'; lFi /''�� r.C� '� •y ` LEGEND: 4 X . 5146b41 A. FOR t r, NS,f RLJG l0N I Sanitary Sewer -- S Gas G � .� Z .6i��C7179. ��J N n , CITY pr_ _(lClaEtD ! Wr,ter W - Lot Light f>F—� LP: o[ • r<..��i�.�ir. F3l`. I N�-f I F� h-►F,.;.,I LA I.l r .`.,=A•� rr .'� F'..�•,,,�,,.,�; , t' , _ a -4 Axl J'I l.A r a t.%!+C.t.��•�: F 9 1• ► ( �-I�: 'ti`�'!��'�:r.1 Tt� L3� R Eti'I E', i,.' _ - �� $ 10 (,1`;' L.A r i[�<,l .F= LC► '^ F . , . t ,� q v . •, l�FRMfs?' NO,---..- ;;► storm Sewer — �' ) I � ' K � A (' EAG. l i •!':.. v° TE. ADDE�CSS/�+G�..�'��tj —ST Existing Elevation (` 6 Oj IN G'"•�-A"�: F•E.!. .��. `` r Y, f�; F'l..H I� .r 8Y TITLEw_ -- D Electric Proposed Elevation 7 PLAN SCALE: 1" - 2b STREET ADDRESS: REGIONAL DWG. NO.: CITY: STATE: CORPORATE DWG. NO., COUNTY: 44SPM j f r, ah, •4� i 06 „ 1 I 1 1 1 1 1 1 I I 1 I I 1 I I I 1 II III IIII I 111 _. • rl ( I I I ( ! I l I ( � I ( I ( lllllll 1(1!111 1111111 1111 I I IFI I I ( 111.111 III 111 III I)I II! III 111 111 III III III 111 111 III 111 III 111 III III III II ' W. � NOTE; IF THIS MICROFILMED � �� 2 3 4 5 6 7 8 9 I"0 11 1 2 { DRAWING IS LESS CLEAR THAN - THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, _ OC 62 92 LZ 9Z SZ 02 EZ Zz 13 OZ 61 - 91 til 91 91 bl CI ZI II 01 6 9 L 9 - 9 b C 2 I�1�+� - ern IIIIIIIIIlllllllltlllllllllllLllllllulllllllullnnllullllllhlulllulnnlnnlnulntllllllluullullullln�Ill�11111111!IIIIIIi�IIIII1lthl1;11111��lllnllnlltluluullullnit�lulllul�1111�1J�lllulw►wlwuwu►�111�w11�.U11�11j111ul�ullliluulllllluillllllullllllllnl + A . MAY � - r .y: ..•Sb:. .a,}7qY•.i ^ya.- , .t. ,? , �...: l ti {. 'r r... + - t rc ,•F 'hp'rawt yy �f (� 4 v . 1' NJ aewi NAL NOTES: I McDonvwd's hoard Sign and Baer aur r'r Ifie Sign Cont,.it ear. r Conduit artttl W►rirrq are by tate (3etrrraa :urteraaletor. ?. Go", Ancor Bons, Conduit, vo vvirmg fur All Othaw r� Signs am by the Gerec►ral Contryrct0d b c 3. %! Empty Conduit to Locations Shown at the Lot Peri _j � aatwtw' it Lot L.ightiny is by the Gonerrl i"ontrwtor Ligirrting Fixtures, fsam, MbaF Condwtt, and Wiring are by the �© ` _ �-- Ch"Wr/Operator. cit I _. ._--- --'- f 4. bases for Flagpoles are by dee Cw-ser;d taunt+rctur Ar+e:ierx «.r.._.. Bolts +are by the I:•IagF►oicr Supplier, A• e'j S. Proposed Utit►tie% are ;,geaawn In Schematic Only. kx•aCt Locations shal( be Field Ecvnan+fwl Installation. to Allow tae the M�•sat s i I t3. The Contractor %hell Coordinate wide All UtNiaty CvMPAInidit i _ to Dcmrnwo Ex_%Ct pont of service Conrwation at Existing '^ • -�' A t 'flu adln Electrical Owed Plumbing L tiil.y. Retry to the Sudding l t Drawings for Utility Service Entrance Locations, Sher%, mid r� 1��� ------'-""__.-_... — �; � ,..•_,_,._.._._...•-."-•-.-"""` Cirtxtratalreg \; NSW a' 6,uk7. to the W / ` r y •.. ,A.,,,.,-- tAir►d mum be Voinfiod by the Generals o ir�tot A�trmarL 8. Finish Walk and Curb I lovai,wss shall be 8' Above Finish � ! Pavement. .✓� t.. t j g. All Landscape Area at►aN be Rough Orrdrd to 8" DA&IMcr Top of All Walks wW Curbs. Finish Grading, larti1scaaaing, �- / ''" ,:1'~ �"- ,,,,•- • .. � C' � and Sprinkler Systems we by flew Owner/l?perator. � f� • ~A rrt*l 'r. . ' d '�i {!i ! 'lIt Lf; N'Tr 7& rf4,­T4; tp,W 70. -51 10 �jt >ti U ?A!: �Oa 4•L1&01 Cy. I. p{th_,i` ' ► I lap r ' ,� = ,/�'�,r -A r ±, ✓" '�' �� ' r '� P�.VIN � ,• _ �� 1 ,1 � I _� f3 SPE IFI C CATION: ,r .. .. a (AAnauoom 3" T W Cwrr,.eetet!Asoa ft Thaaa knew.t !To `� .�r• r -r. TIW_ ��'�j�l w {�� r 1't � � ,/ /r� �� .�� i .� �}�J� �i�'►\a ��it 1/�.I il..+���..+ � �L.x`''�'y1ir4..� R,ti.` � �1 t r � � �', �';..,�.(,;..r I a �, � �.� � �''��'�• •��,,. \ 0 1 , I a~ Hr'-�.S f �' ''� .'� 4 '7 ! � r6• +-"'� u / + ! ��1 ")`� t. �"" "."'«.� .� �. •., ,...r r5-r�r a�� � l'�V •,•.� L/( a�:�� 1 1�IJ� �7�.. �� �Lr� (s���i.�,('mac t4f y 46 � , .�•' � � i (�'t'k:, fiala�„� „x ', ._ ��� / v ���'",� (,/� if (,'��"✓' r.. raw."•� .� �C..'.1� �f t�'�+'"�,"` �' / ` , i I E'•i-l i xl0 i ' 4� �►�' `� �l ti, / r'" ' ��+ ``� l A- E C'l�.l It t ,•t � 1� - '�!' .` '`� _�'�' �°' ' '�°• _.�X! �•'• lel,p,;;� F'U I,.E. Note: RIN:u7otrn4d't E raMr►r f�iaawsrvrs Ytas R t 'I'rJ k est Q Com ;10 Via ; * tkin T A I! r Pty- •' � � aaatt redrOr A Cur Saf'riptr. 1-aarrts Prove Cor aft, �� R �� '�� ` `r 1 1 �;• .M ALS Spalfiertiiorri, Tats Will Be At TND Exprrw f 4 AAct)onld'i t '�. °° +. "" /1►�Q(j11'CAatt� /V1YIl�iMVM 1�.�1�'f OlhwwwY G.C.WiC 9e Charged. ,% All y A ­'� V -...w LOT LIGHTING RECOMMENDATION: .fhir-W ,Z x ! " R..lkf;jI.1 E:.,0 1'%otr• Elsctcrsea1 Contractor To Circuit Lot L.ighta<rrg As No d. JK P.4,ia:al�iN G INFORMATION: Total ._._x Spam: spec" Wrl Spec" x ,,fit Sp x ®► ° LA�Yt'i E TG' !� UTILITY INFORMATiON: � •: �� �,( _ .� Site: Type: Location: Swec¢a1►ry Sevsrr `- _air .,,__ Ii \ / t � t��, P+_JR.1',•�•� •`'� �.,\ `•,•�< � StQtm Serrt; �'..• � � ,n �l-v TP L.. ' �U`�N (fit11't, l.lt-4 KACJ 14 t.l-� \\� V Electric Ff)R . Gas 46 aa+� s1 tJ N 1 I~'9.119- C tl MA L e �.• .•,� SURVEY iNFORMATION: Pape od tz G &1rem!a mksat be correPletc. according to city codes an c -L, final inspection made bekore Sanitsiry Sorer _�.S Gas ��__�_ G _.__._._._ _ � asap! { �,-T,r.I.JC• �t'{ a�� 54-1 W t �. as qE �' 1`i✓t�'t>�'+�f:: F'A�'lN; IN N t..lt-tC4,, !T_ .K. ,f " , occupancy. • �x1�7: LAt°+C ..s�t'�. �. t�R.l it,' �.M rl`�� �, Ev �, ,L CITY OF TIGAKD Fater _ ^_ w — Lot Light B-10 LP:Lr: Storm Sewer - ST Cxisting Elevation (76.5) AI, w rr�I > .x I •;.'T r1G� t`�1.h N"j W 'C� : R i f� �._. W 1. 40f ANKSS NUMBER Oil Electric - E Prowmid Elevation 7 `� 108 SITE PRIGS TO FIRSE CALLED PLAN WALE: ,.. - 20' INSPECTION SO THAT IT iS READABLE STREET ADnHFSS: REGIONAL DWG. NO.: FROM CURB. CITY: STATE: APPROWD FOR CONSTRUCTION CITY OF TIGARD � CORPORATE DWG, NO.: i PERMIT NU.47GQ SITEADDPESS c7l!tei,� _. ...�,.._._._•. CTy: ~•,� Y�aC�✓srto►1ar�'� 8Y__ _ lrl7i_E DATE . �6-.*xa9 0 SP atlas -fir+ • .33 r. .__:m..e::,. ..... t� --.• rs. ..c:"+w lq pP'. r,..t'„ ..""'i"wY�9`t'L3vMtt'-;9t.:L'111.': - c •.� .. ....rr��"'.IWIMYF6YVfYY:,:a,rdilWtiitwtw•^% iYNYi.: .a;.� r ...yt:6.w .. r +rrriw.a+ _. ,�._,,..,-., .. �,..... ,,. 'r=i,:.'St�S'%Y:�'•.., ,. .....,�r .r-�- . � U .. .�.., .. .4 .- .n �.", r" � •.,. -. ri".�' 3 - _.. -�" -��•II�:...," .. - �IIIIIFI�IIIrIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIiIIIIIIIIIIIiIa�lllllllllllilllllllllllllllllllilllllllllllllillllllllllaiII,IIIIIIIIIIII!'IIILfIIIIilIlIIIIIIIIIIIIIIII'Itlllll � NOTE: IF THIS MICROI'ILMED a- - ( 2 3 4 �5 6 7 !3 9 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE. TO I THE QUALITY OF THE ORIGINAL I DRAWING. OE 62 ge LZ 9z SZ b? E? 7? Ir? 07 Al 91 LI 91 SI t,1 EI ?I II 01 6 8 L 9 S b E Z rIIIIInInnlunllllllnulun�nlalnnl111lIIIIIIIIIIIIIIIIIIIlII111I1lIIIIIIIIa111IiIIlIIIIIIIIIlIla1II11UIIIIIIII!IIIIIIIIIIIIIIIIIIIIIIII!;itlillllll�IllallUll��IIIIIIIIIiIIIIIIIiIIIIIIIIlIIIIIIIIiIIIIIIi1111l1tll�lt11t11�11I1111UIIII!;�i11llIIIIIiIIIIIIIIlIl111IIIIIIIIIIIIiIIIILU1111► MAY 14 1990 Z "t y 1 / �. I W 4 I CRte►'1su� � T r -010 AAS v EEIN V\/ MAI -T v ,,P= 300,23 ' L = /7`j. 34' -L.1614T POLE ----� ti j - 7077 0/&1 �\ �/ Tr . wG l J,• � COti• `rt•R a Ge = 530/0'02,rw r 1� •, .,00 v e13 �� � � � Igl•2° i9� r t -8'S�cEwAL.� ,;�` , ' Cet�L . jTOF El- p FD 0-5 ! r j GS � � VEKHEAD I � �� � •�A, , SP(TY�) n ,c / ��°_� � Z GO/VG ' a CY w/Ec E To - �-- - ITOP EL=/so•86 i/�� /.- ,- �l�/V -0A5/5 OF BEA2/A/6 V/ C/N/ TY MAP 2 3 5 gp,51 Igji2�`J 9 SCALE: /"_ 2000'(io/roe.l / ,l,9 R h'v� Y --' / �c-".STUMP 5 lqo. j TUP EL-/85./5 --�R go•g6 4 S� 1�1 d� , g 1Q0•09 0 / X4, 4 j GB 't 00.09 PA2k'�iuG o N 10WTTO / G'C8 ToPEL /9a•5 GONG� lC- ,,6 �, 09.9 a,. LITE Ari /7 �, ;� _r I 1910.3 Li� 44T v WHEEL CHAR 9AMr /' ABO o I 19ol�i `T,�ASH _- g � � REFERENCE: 1 I p 1 COeA AL _ 19 Survey Compass Corporation MHO TOPEL/89 24 I Ir 0 Cq FSK =/9,�/ �' ''11 ��' Ag ,�`�/ Topographical Survey \ MHO I �q1 Iqa BOTTOM ROOF HOZ 1 ' y' 'r'S Parcel IV (Revised), "Payless Shopping Center Plat" p, p- ZOD•Deo - FLI-,G FO(� Tigard, Oregon Dated May, 1977 FD B5' t� O 9 4 TELE S/C� �ZK' 3� �o� �B i9 II ' 1 7 I hereby certify that this survey has been compiled from a survey actually made "��-�' K 190.0 M H Q yW� o 1 . G 190 , on the ground under my supervision, and from data obtained from the above iqo 24 O J 2 F 189 BO Opt FD 6� mentioned Reference Survey. V C140 O M H Dated: /`/ V 7, /983 GB J - -- ROOF2I \ / Signed: , � REGISTERED TOP EL /8/.5 T94-W 4p� � A � 1`10 200./D PROFESSIONAL \ / ' \� � �� LAND SURVEIL• wM ��- 189 �� - WHEEL O R F\�\ GHA/� 40 - D2/.p LA/E- ALNUT 6'\ 8 I ` 0\\ i2AJV1 P (J� o s, 1980 R ,� F�A,�' /NG--� GB TOP EL- lJ DOUGLASI L GAIRLER i \ 187•6o5 0 p�_ 187.97 'P /87.2/ 114, \ ► �'� �% '� 187.32 L GCS"JU MHO I 0 FOUND BKASS SC P E W \ TbP-184.9 o 5P(TYP) SPKINKLE_ I F-VG � A AZALEA 0 AB AF,B0RV/TAE T C,8 0 BU5H (-7-YF' UNK/./0WI '�� 7PEL C; GE DA R _1 L tiAjlPER- M MAPLE \ P P/NE K 2H000191F-AJOP.ONS S 1 LIGE SB SC;O?C:HB�C�M W WALAJL/T \ �/O-TE POTTOM GOOF = LOVV PD/N7 OF CVEPHANG VE9.7T/GAL OA7UM 0.S.H• 0 NO. S—/57 (!94/) AT ,NE END OF /!KN 99W (-VE-)VEELEVA-TI = /93,70 w (n 0 a w d O > U U 010 O c�n F— O � 2 o DSGN 2 D.L- .GAIBLEk SHEET 2 CH2N1 DRJ•L• �l'DMA�/ BAR IS ONE INCH O!J r ORIGINAL DRAWING. MG DONALDS C0.0111E.I. Ex/GT�/\/G n,A ' c"�L �HIILIGA/BLEKoOF l �, APVD IF NOT ONE INCH ON TIr"AR D nL7 E SITE DATE NOV 1g63 � �_w ._.� THIS SHEET, ADJUST � L)L. GAL,=EiC NO DATE REVISION BY APVD SCALES ACCORDINGLY. NO P/ 63/. 4 r F 4 � .�:�� ;` .,,, ;. ,_._ .;,z4w,t, _ ..; • _ /IRISM w „ ,� wh.: ” r... ,.,m ...,_ . ..•...._: . � r r�il�lllr1ll�trf�lr I ill�lll� t1�11>>Ir1�1 n�n illll{111�1�1�1I1I1l1{111I1l1{111 111{rli1111{1l1IIl1{111!111{IIII111�111I111{111'11l1111�111{111111{IIII111�f111111�111 `;, f'` ,rcr*r � ' NOTE: IF THIS MICROFILMED ._� - 2 --- 4 J 6 7 e 9 IIID 1 ( 12 DRAWING IS LESS CLEAR THAN r THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. --- OE eZ 9? L11Z 9? Sz 02 EZ - UP IZ 0E 61 91 LI 91 91 tri C1 ill 11 01 e 9 L 9 9 $NAM Ay ,►1111111 I I I I I I I I I I I I l i l l l l fill li 1 1 1 1 1 1 1 r�i t4�it{�Iln� iuluulw,duutuuluitllwl�iubwlLulaN I 14 � 1990t >._..... _..__ _.._. ,.. __ • -mss.. .....—.._......u..M..W.. _..._._w ....+w...__.. .. ,., r . LIZ _ . -, . 'i' L ry ,.-.;.. .n -n r ;-re .n :f.i.v;• r .;y-.. •. .i kh7.r'1... !. . y. M..,.x .. :�M1M. i . Y P'U .^r 1Yl11' f tl ll'r- gg „(r - ,V Hi.rC a."I'uhfNrv• 9,: F` °rl6 r P d ' GENERAL NOTES: - h the "Idr@CW' - 1. McDonald's Seen and Base w Y slPt Conduit and Wiring are by the General Contractor. 2. Bases, Anchor Bolts, Conduit, and Wiring for All ()than Signs are by the General Contrsctor. 3. %11 Empty Conduit to locations Shown at the Lot Parc- 4 � H meter for Lot Lighting is by the Gan" Contractor. Lighting C Fixtures, Bases, Poles, Conduit, and Wiring are by the (9 ....---•-•-"_'___ -------- Owner/(>swetor. 0" .� 4. Naso for Flagpoles are by the Ganeral Contrak tor. Anchor Z E Bolts r..e by the Flagpole Supplier. d �►��_.- . 5. Proposed Utilities we Shown in Schematic Only. Exact �--- . Locations shall be Field Determined to Allow for the M06t Economical Installation. � f r 8. The Con-rector shall Coordinate with All Utility Companies r to Determine Exact Point of Service Connection at Existing / tY Util% . Refer to the Building Electrical and Plumbing Drawings for Utility Service Entrwwe Locatwns, Saes, and - / NES err I� �,A , /,,uR �, _ 7. All Elevations Shown w in Reference to the Benchmark _ _----�`""'~� and must be Verified by the GenerM Contractor At 5 :► Tl V 151 F-! Groundbreak. ��. �,�•-'""��• rte— 8. Finish Walk and Curb Elevations shall be 6" Above Finish � �` • Pavement. g � �. 9. All Landscape Are= shall be Rough Graded to 8" Below � o Top of All Walks and Curbe. Finish Grading, Landscaping, ! r., ' ,,r-'� -`'' ,,,,•-"� ! and Sprinkler Systems era by U+e Owner/Operator. O ,. ` - j'� �} tJ _.. -='';;�p r {/,/�1 t� ' (• VA N IL 1.� H-T a s✓TF-� yak• z y'" ��-' _ ( "-7 r•,rte ,� 1�', _,._.�---�---- _' r/JE.�s 70 5 i� � 0 C2 75 u ac• %� /ice r - .- 1 ,t. / �'+ w EX, aIrp i / `' / j Q PAVING SPECIFICATION: • � � y'_' '`, �` (Minimum 3" Toth Compacted Asphalt Thiakn•a.) Tc PSE /� n ' J r ,; r.-y �J '�. ��: 1 ;� ' ` J.O OF ur ;E. 1 :�►. r_ , r=:.1�.` �, , >1,:; � > � � GO rIL, (,URB �-- ..-.-�` '�--��,� �, � •� W,W 14 xzn' �, ��,�' �� 1I�+E4�1 � a'EiJt.(.i�•. '�,:���� �-•-._..----�,� � , �, � �► ,� .5' ,, _ ...-- �_' a„� �,(.�`" ___ _ �i�T lei..a t� f��i..�. "rC I�::MA( ►� Note: McDonald's Enginew Reserves The Right To Request A Compaq:• a �: �� � � ..: .•.�--�� \ _ ..7 tion Test k,ndlOr A Care Samples. If Tests Proves Cor!ttt,Per / ` \ \ • { ,t ��. ._._ ;r� _ Above Specifications,Tats Will Be At The Expense Of McDonald's. Otherwin,G.C.WWI a•Chemed. k, �- A �a _ -A \ Y ,\ i . (�b•Iti1- t>- I LOT LIGHTING RECOMMENDATION: 114 N i_f,l I X i f? y,::F'.�.r ! i�. :• /C \17_ �\ 4. i .t c..I,r k , ,,,, 41 N. /JV/\ mote; Electrical Contractor To Circuit Lot Lighting As Notts. PARKING INFORMATION: All Total 0 Spaces X Spaces' Spaces x @ Spaces x .,, ,� - •,\ \ `' '� - - - ._ �>, 17T p��L.1,,'A=RT: Spaces x O �, ,\\ �J\ UTILITY INFORMATION: % Size: Type: Location: Sanitary Server Water Storm Sewer in co v% ao at _ A F, k yr j > �, H Electric Z 1 err. I C tt, �,. //�� Ges ave' ry, SURVEY INFORMATION: ,✓ c.+ i.l r`'; �'L t!. ,''''.. \rte [1A F'LF- \ \ Prepared B Dated: �� LEGEND: � �. �. I✓L.C)C.`� r'- C-X `-'�I I .y f• :..t-h i l t /�F; r_,�. :' 4;' ?= 1 1 :1,1 Sanitary Sewer - - S ----- Gas G g ' ,,;fir • --t'� ,:,.: .Tlhf A`� �i �.�! ( i, Water —.W — Lot Light i�-� LIP:30 IFF h4F,L1 L,�►►.;;;;__ t�Ai ,`� ,'tF_h;r.�' ., �M __ C Q �. �xlgt t...At�t,N�,t.�,,�.,�-- �..F'F it , • i..r.{=. �`l'��'�=.M -rc^ �';•F: R E,v,'.��.�-' 1 Storm Sewer -ST— - Existing Elevation (76.5) !�, (� ► N FJ�c:.�•.'�t.:: �.-`�•' X'1' i��'I F�r� � . �`-' � � �'�.`*J "`� Electric --- E Proposed Elevation Fm p`i 1 NG :.r►'* ' ' I ��, ,'� .?�1"1*•'v L X i ,,r pt��,h1-�; PLAN SCALE: 1" 20` STREET ADDRESS: REGIONAL DWG. NO.: CITY: IT011 CORRO RATE DWG. NO,: COUNTY: SP �J t .. .•.,.,,.�,„.�awMn eta � IN 01 1,14000 y YtY�a�'�1Y, r.�/���.f.r,�� ..�Ijf1'�� �����t� Irl i,I�llll111�1111i1i�r�illll`111ys11�Ili�lllllllllllllllllll�{1l`liillll{lll�lll�lll�lil'lllltll�i�fllll � - 2_ 3 4 5 0 7 1 _ 8 9 10 II 12 NOTE: IF THIS MICROFILMED ► .•. ..�.... DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OC 6? BE [z 92 sz *2 Ez zz I+; 0z 61 91 J. 91 SI bl CI ZI-I_•-'- II 01 6 a 1 9 S r E z II.'•"OL rNIIi11111111I1i11�dldllll�iN1111111111�1I1ItN1 llll,�,�j,,lJ��, ull#I�JIIIy��sN� rl�ill1+11Wlt�lN1 u�iUWlllN 1 MAY 14 19 i , OD all 10mr, materials, squipwat and services to 040plete all , avp t ostia* and drive work as sAows ar.d specified ss the draul&Ia. � T%0 misl SWO paving section shall be S" of asphalt soasret* our 4 of ` crushedroots bass. pea A-! for quart station. Mark ant laeludad: ' N GENT c.AP ~ n° -,1.{ lsartb ressnv&l, tilliag or sap rough grating of parkiag area and e)Q driven. a � UPSS. larriosdes and traffic odatrol to be furniehsd by chi General Coa- _ fLo �� CO OU34RAD;l iPRNPARATION d �� I ♦- T+be suberafe shall be al0rastoly watered-sad scarf'led votil the material I y N is uniform y aisiateaed to It depth of at least six facbes. ►created, reesm- N I E 'pasted, and retested to assure us3fo'rm eospootion, ?be subgrade for the a. - -•- 0 �Luf�P�ToME �Lc7C:k. 4► �� LGK1, `. base course shall be tborough:y sommpacted to as unyielding condition. �11`1LEt�5 GTUER.LJI�.E, Hoo I P_ 0 ' ,ep tar. PJ•L'�c.�x NoYCsp F_E, , O D. 8ei2 sterilast shoal be applied as rocommendod by the wAutacturer on the \ rte ' � � t�l-r CQ�ICA60 TcK Er rRA}� pct d saborade. The ateril►at shall be a borate-oblorste type contain- c7 �°A�'El.�r'pr'- �,_._ ___ _._____ p�� F'�x7 A / AD+lESI�/E _ , 41) fag x7ut lea than 26 percent sodium ahlorate. It shall be mixed thoroughly a ' P* .F_hI C,L:R �o I' i, 41 rINI>►� 4 �IN15N -- _ -- Cr ' vita rater at the ra.r of 1+ passage of sesrilant ger gallon of ester. The � � PP. A -'Pedal-:T �r'J,�. '� etas shall be applied Wvesiy at ted rate at 0.3 gallons per square 'S Ic;1ftA,OF \ 6,R nwp _ yard. fbs eeatrastor shall, take vbatevw pro am ars mssssaary to pre A ti- vest spate miaallon of adjasant sal 44" wish sterilaat sad for the pro- j 0 I R DUF N rl'�1, tsetiae pt psresssel. 0eytifjcat M Oall he forsished It requested is I I RGU the angiaeerr sbowiag tks purollaa'e reselpt and rate of application of the \ r.. _- `t`` I 1Ie{ J material. �I r�.r ::TtJk V� A pf�I�PE Ur' TP vW---, -j i Cn. cT. To / • `f � `' � �' \%. 2'R' I _- �� 0, See sells report for ceopaotion aha prooedar%a. _ PEG• AK`P�OOIC) (I�LIGtR TA ��� 3 • ISI L� �/1 la ' w,. s cc aAt1 Hca �2 r • r 1. No bass shall N placed without the approval of McDonald's Englaser or -� \9 .kY \\ ',. , \•.M 4��\�Y' `, .+ r ` �- ' is•=s cd / \ P �� r Boils vagisear. \ �`'� , 8. Granular base shall coasts% of one or more layers of top course (hot to eno ed toter (4) inches in depth), and ballast (placed in la)ors not r •r. `,.• 41l_'._!:�},'. �' . <1fs.i:: '.'. .. ,1w exceeding six (s) inches in depth) placed upon a properly prepared qtr►�-►da. I V O N C. Materials: Gallant shall consist of crushed or partially crushed, orajl-UtIPLs7GN�• I �� ?IE / ems" L_AF' �Q-i P_ ' NF:� ?'� IC��. �Yve4N!�IG►� JDIriT� naturally occurring granular material. Aggregate for ballast shall most 'C i'T'I I�DUP�L� G7 4-TE H�/ Q the following requirements for grading and quality: i _4 Vic.• r���y Mivc 'lac S l►aeoing �'1 • - EE I. ONCRETE r 2 loch 100 co 1/4 inch 35-85 I ' �wPArY� �:�: _1GIN71 J __ - :r . EXTRUDED CURE _ —., that nation passing the 1/4 inch square sieve shall inset the following r CURB � GUTTER O t0 N .� P Grading requirements: i r�' _ 7� 4' y 5 -` ' � N a. 0 8eive also Passing I f k ` '� -t �\ / 110. 40 20-50 r``_� -' 6n vUPeT. - •�' a �l \ .0 Y a fs• - CO No. 200 (wet stove) la max. G .- ;' $and Equivalent 40 min. ���I � _ ' _ I i\I U y —. hall be crushed from ledge rock, talus or gravel and shall be I F 0 1 se s g �, (' ►.. H Top course uniform in quality and substantially free from wood, roots, bark and other R.�1N M ' u . extraneous material. .,. I� 0 • % �� 4"xwI�� ID Aggregate for top course shall meet the following requirements for gradingGA.t••W•►I,M• • T F.• �RhV I1r E n`L I:VF_R O � � and quality: I "L." �GC:_rlNca •t., cls, PERT! O Lc Ul 81eve size b Passing I _ . . �__J -- r L_INL 6/B inch 100 1/4 inch 50--65 ALL SECTION.G _No. 40 8-23 _ _ 1No. 200 (wt slew) 10 suras. - - - ----•+�'"'----- -- - ______._ _^... A,,. _ �'IP+I.`a�+ Sand Equivalent 40 min. .._ :,F' D. Spreading: Unless otherwise indicated, the top course and ballast may be (p �T'(,. P�.r GQ,p•17� �' --•- F t - --.- spread by any method that will result In an even distribution of the (KF,FM TD ! I ROS, XK 7't .�, v:•r!. -�!'~ �� material without perceptible sepzration in gradation (segregation). Should TRASHCORRAL PLAN (*CNC, FII LLD)—� ► rligl there occur during any stage of the spreading or stockpiling a separation �P�• ��� � �'�' r of the materials causing a serious lack of uniformity in the grading, the 1 IF Contractor shall isrnedlately make changes in hie handling which will pro- �;. ' �' L y/ Coat further allsept eel I 'EL• f`UGK) \ i E. Material shall be compacted by alternate wetting and rolling to a density ��-�J _ e?F_ L,--,, _ •`'"' •� r yp ,�ti r ,• , r of at least 95 percent of tAaximum density. Rolling shall be accomplished using suitable compaction oquipment with the m:nimuo requir+ment� being one 1 (t) tandem roller or posumatic-tired roller of not less than 5 tons weight !� ,o•� ~,y �•►-, til ;� • f - - or an equivalent vibratory roller. Other combinations or types of equip- sent. may be substituted for Lire above if approved by the Engineer. Each .»' , course of granular bass shall he rolled until the material does not creep F� t� c.�..�. 2,V l flL`�• F'IF'E. �� � I.•.I� rr�:.0 J o t+�CT� v.►1 under the roller before a succeeding course is pieced. PRIMR COAT I ; - _ _ _ I /Jt.Ih'.!✓ Liquid asphalt used for rime coat shall conform to the require- \ I _ �`, I GG?`••r K V YF. -�- 41 }+ A. Materials: q p D i ( t, 7 I uL \yt,Q t, +'= J�'.r"' l:F' �Y.P'11 t,�..rI �Ui N T'�. Q meats set forth in the unifortr Pacific Coast Speciiicatiocs and shall be � � \•. � � � /� � I ` � ,� ��. ' �. J �� FJG'TF.: F12,1'Vlp� F�r''AF�•31 "•h•! (`'•I - � grade NC-70 unless otherwise specified by the Engineer. •� .ate c � it _ "� o �a cfl �_ a ;, .� ._�. ��.. 1N(Ax ) � �o-�- - • !� ��� , 8 B. Application: Liquid asphalt of the grade specified •hall be applied to the ! \ \ II I I II 1 f t� `11 - c3 thoroughly compacted base a: the rate of 0.10 to 0.25 gallons per square yard of surface. Asphalt concrete shall not be placed until the prime N i coat has been cured properly for a period of not less than 24 hours without } I �; I I� I I I _4 �! clef n 8 traffic. Any prime coat no: absorbed or cured shall be lightly sanded i +' I i 6 Xv n prior to asphalt paving. I 11 i I ^ L i ASPHALT CONCRETE ! JI', � I i I �: � � !I i V A A4 ' d � 4 GUAR POST. GP CARE CUK �, . No pavement shall. be Placed without the approval of McDonald's. Clh ( I I' I \ I I' I I i B. avaphaltLc concrete shall be hot pleat mixed, Type 1, Class B, medium coarse Ll Asphalt Concrete. :.nd shelf meet the specified requirement of APN'A 203-6, Asp t :4 0 C. Paving asphalt shall be penetration Grade 85-100 and shall conform to the I v' J 1 i I i ' I I � I II C requirements of APWA Sectiob 203-1, Paving Asphalt. li �l `c u D. Proportion of Materials: Aggregate for asphalt concrete and asphalt I I I I I I i �.. - (4) I.. C° r42' Apt, �,L�, f treated base shall 'meet the following grading requirements and .he asphalt I I j / oma 1�• ex-:_r6 ♦ e �. 0 coateat shall be within the ranges given: 1L� III I I I \, i I I I C 1 �1 W/ 31, N0,-+�-. Faf:l�l�r�eLa + �� ' .i� ,t4; N�'µp>2'P,>��1" u 0 Asphalt Mix Class 8 E ATII `,} \ `r, �Y 3 1` Il7v � .� �rj �+•` ,�• m Normal. Use Wearing Base Base --� I I I .t1► `> I N ��-A:.i.E :: (_?' C� !. -, a UP -�• _\t ' Y be)L Nominal Caepactcd Depth - - 2 `�M Jl I �, i I ! Hf 1 NIS N \ y <L _-_-_ '' * _ Limits for Each Course ll" 3" 2;" 3" 1 / I I I Q - m Py i1"- _ ,V ` -�I -+1-,r - • McDonald'sobi To be determined by Construction Engineer. 1� LI!•{a �-•^ 11 fix Percent b Weight Passing C 44 100 -- ,Z�, G�riE• „ _ -T� _.. - y <'yt I r :i+ gl ^ -_�` I ro 8 inch 4 - L / �.. 11 1-1/4 inch 100 -- _- ,. _. _ _+ »- --__ _.._._ -�__ -~.y. \ • r r,. X11 t 90-100 .� I _ I ., �. ' - N 1 Inch -- -- - a� 6/8 Inch 100 s7- 88 -- �e._ x .x } o * - - -- Ui w • ,_ ' 1/2 inch 90-100 so- so 56-100 100 j \' �i n ,•� ' �,►► �,m; r , I c 318 inch 75- AO -- -- - 1 � \,.- r 'H -r 1/4 inch 55- 75 40- St 40- 78 85-100 �' I-� MV 1 l 1 �" �7 ^ I �) `� C� r.A DF- o _ -KNJ PIP ( i No. 10 32- 46 25- 40 22- 37 50- 75 - h I I I �' ll�"1 \` � Lr� No. 40 11- 24 10- 23 8--32 ZO_ 40 I . b `�� l } r v I y.y la I g' No. 80 6- 15 s- 14 8 23 �- JJJJ = `� u, d No. 200 3- 7 2- 9 2- 9 �- 10 / ' i i I , •4 R- f. v TRASH •.rORRAL GATE — �_ ( " Asphalt S of �l IVY rr' Y I I �.. 5-10 1 I,) Total Mixture 4-7.5 3.5-7 1.5 4.6 2 ��~'� (^ °I ao LLQ,l.: 'r `r:\ ��� p I 4F-- .. r y� ' w of E. At the time of delivery to the work site, tb t+mperaturs of the ..phelt MA L-L.�.A�LT• QO �, + - pavement mixture shall not be lower than Zs0 T. t the ground temperature NI►�;L,E a --- o temperature for the mix is 28Sor. if the massae I .L m y) ..� f (II ,g L41 1. E o 1 is 40-50 T. , the manbmum to R 1 f II ' r- ,ej r .� I temperature is 32-40 r. , the minimum temperature for the six is 29S"?. ---------- -- - •-- •• 1 - �� ) 1 . 1�'l d r D m R rj Rolling shall begin as soon as pavement mixture is spread and shall be com- a y plated while the temperature of the mix is at or above 250 F. C T. Compaction: Rollers used shall be in accordance with the following course r ~ thicknesses for pavements subjeet to vehicular traffic: r m L LL 1" to 3" thickness, Min. 5 too steel-wheeled roller. _.._�_-_� ____._ --_.__--_ ~ r-�) /• D N 3" to B" thickness, Nin. 8 ton steel-wheeled roller. 5 cc D � � N For ppeumatic-tired rollers used for initial (breakdown) or weoeadary (rota tpediats) rolling, a minis" groes weight of mot loss than eight (8) i tons arn# pith Lire capable of to inflation pressure up to 80 psi. There 10 L7 �7Yf KN � ..,._�_ . per. ��-� r%'�I"t�-� N � �- shall bi a sutfieisnt number of rollers on ted protect to aocaapl ioh _ _ _.._._ _ c shall betas compaction in an f rollers moaner. 1'L �Y gIG�P� I J' LC-1 1 Ie�FI� - ory Initial rolling shall begin longitudinally at the lower elevations such as (Nh"1S+.1 •l-E'.L7 flow flans and protect parallel to such lines tolrar� the higher elevations. - � [i• �� Rollers 'shall not cross flow lines at any angle other than 90 degrees ,hj �J -- is v D thereto. Initial rolling shall start as soon as possible after the hot mix has been spread without causing excessive shoving and displacement and t' shall consist of at laaet two (2) full coverages with the drive wheel, A ' r 'I Finish rolling ,shall berin after the pavement has cooled to a degree to permit removal of the roller marks and sh%ll continue in whatever direction I - • is necessary to produce a dense, thoroughly Compacted pavement which is f I I free of roller marks and showing no appreciable movement under the roller wheeln. �I G. The finished pavement surface shall be smooth, drnse, and true to grads and vection, free from ruts; bumps, or other irregularities eaceefing 1/4 inch when am.asurad with a in toot straight edge. The daaeftty after FLAG POLE BASE LOT '._IGH!T BA E 1 compaction shall be not less thas 140 pounds for cubic toot. _. SPssllll4 TYPICAL PAV .: O SPECIFICATION,�� PIP Y. • - 1 j,� � (< . , ..I•Y. ... :.+, _. 'lt. �rL ,. A,11�•.,t , 1 1 •w :.'�• .. 4' Y ,. . •. •• - • a.•. • 'n7+ Il��lr �Ir r1111111II1I111111111Ill11111111111I111I111�111I111I111III1IIII�IIIIIII�IIlIII1III1Im,I,IIIIIIIII{II11i1111 ,1 }�t NOTE: IF THIS M ICROF i LMED - -.. 2 ....`..��::�.....,.�,... .. 5 7 8 '8 10 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO I THE QUALITY OF THE ORIGINAL DRAWING. -- 0r ez 9Z Lt •t SZ V Ca at 1E y02 81 of LI yl S1 til el of 11 01 !I li L 9 s t• E � 1°11•'" ' %111 Ill 11 111111111 1111 111111Hi�1111�IIiIII�IIIIIIgi�IN +!'IIIIisWL JL 111 J� t1111ttlllOf:f111{�fflfli�� 1111wWlILIW1lJIlLIIWlItIAIIIJIUL�1�11�1�1111 ., MAY , 14 ) 1990 •..�.'••-- ..�,..�.�.- _ _..-.,.._.... ....,,,,..... _.,:e�'v..... i.. „•,r,_. `--- .... ,,.W -.-. y,...w,.,•• .,, ..„-,.-.,..._,,,.r. +r,... ..•.- - .:uiY .:.r,:, a ..�_-.-+.r....•, .�,.,.w.._ _ •-.1�,yv y __,-_.rte.:. A ,�v�'' ..7.rn<r....,�-v^.,.+, ..gym"".-,,. •,..r,.. $h .k �`.. S a �^t,nk...,9w sir rr� ic,l�i v- .r.r 4 mak -u.� ,� :r:7.t4 �$. { i¢., 31 . .. _ .its'. _� y'1•,x�,8a •�.r ( IN� �#r ,F #I phi ''I'. ,.�'"' �y �'+6 `,• � y"Ff" yq► X11 U.,-,. r�. '�-... ,.;•!!., ti} :. , � A "�- - l .. .'vF' r.••��' "''; .. .i. w. � - ,' ar ,2C,P"l, - at�'�;;: Ts;:• t ;l, .-. rh31 4MV - aw 5' 4' UML (10 aWT. ) , � r DC19TT11C SLAM ARM V--* �^ r CI [ a t:1 ^: tr.. l w, 1 , JUG 1M 110WAND Li>Nrr r'" r- �� (1� � _............. ..... ...`..-.._.,.....,...... _....._� ._... b�- i k� t A 11►'lt) a I , _..•,.., . _.,..._. .. < Jj I 17­ '�t � � •-- 1i�I4 Plrv�o Lica ... '� _.-..... �•. • .��•��� �,..l1, ' M -.w .,« .`,,. .♦ j j j. .� . . 1 •i-! t u M1•YY ,N �.. * IT oil , _ (I'!.Y C17t�'►T. STI)c ' 1 ! QAIK (" ' +. K;I r, , 1 _ I � _ 4t�wanr Tzas _ N • 1 `•`l _ 01 I I I a jr) INS . . . - k- i4f 1 1 .tt # x #10 J,1«1 lb W,01\,hl\ 1tr \ / p I I SHKlCg 1 1 �: ^j . ,t; •� i •I 2r, I _ i e 1 w 41 11� -Oct Q PLAN FRONT ELEVATION _ METAL. ROOF N CT R 'i(.� a 11" • 1 -J' R FLOOR - AD ; •axe► NAIL THKU 1/ I .0 ' 7k" PLYWOOD ------�, ` LKISTING PL1w000 rO 'R7 AP- I (ISE „ gK r. le PA" r),c.. EACH TRU$1 W/ 0 20 AMS RRIA1CFlt) - � � ', \ I G rA. 1`S�vFt_�D ZA4 '� __ T �a Sr=d" A 1" _ Ht�x ,� LTi; _ AS5 LAGI.1 _ _. ( ______.___ RAIN DDIMM _ _ ( I" HiGi 41kx.) 791 �y b CxK�,RT OlrtO D(IS'tI11C ._ � sb•j)f i1�R10x P1.Y1d1Q3 ,Z K 4 -N A 1 L T H K,t) >=X 1 t)T. T LIM CIRCUIT J -- U F A- C-J 12,'16 PLNW00T) 1-0 EAC,14 � -�- _ EXISTING o ,-RU S a w/4'S) l6 d 4'' C�l.YI ,.-� - - - -- BUILDING - - - - MAITN SOFF I • I I a►-_ 4' =S F ;� IT • ° `"► .> _ :�. • , • 7`1 ! I RADIANT CEILING PANE1 ti (�E�1' tx>e ILU I ,.e /, «► 17 5 WA'I'T b:,r}I 17M l�+ w / —b x It" OPW. i �' 141 1•'I o 7th A •cam yH � I'R r11r , iI:xTFf',IoR • H.V.A.C. 1 AA.79-L 1100!!L ATN 375 "JM TO MATCH / .,` A`t' IN►►TIONkL. A4t� �-YSTtws ExISTIN4 L45 - _ ... _ _ AEC+ wr" �m . ► OF DRIVE-THS' ROM 1 N�TA a �'� d3 hill CI�ARAJrKE � d Y F1. C, a IAV +11' -d' 1 i flimm SIGN z { rov ,�c� - 6'' BATT DOM- R !6mOF 2a6 FASCIA 11 - _ ' >�»c LF TIE Lara. cac�E -- .�► ' C.C. r + _ -t , __- _ RIWIRES A I7M AI.L CE ILI,%, ---- >j 3-2s a a PMDE AN AOC 'SS PAN! - - - ,F,- °fit, - ,• ; 3 i/L- - t SHIM /►� ! C Qui - - --- i +" '/ CEILING Ek SOFFIT LIGHTING FLAN .' !R'A2! E1QS'fII 1 1 �" M.A. �� S -6 A.F. _ _ 9 a _._ -. SIDE ELEVATION PLAAZ SY7 3 2 0-�• 116" 1"-0„ I 114" - 1 70 � •�. �- .._. . _.. : �,•� (ZRAKI,C TUE T1 4ATCH KI1CH01 « - }} t 1 ,• LIGHTING FIXTURE SCHEWLE F: t ' - - 2x4 S'iT_ w. 3 1, FOIL t1At�lFAC'IURkt & + i -{ + ti�ICXEU BA i` nAticJrd w nI�rtl� T•fxie MD. 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CXl1'I�"I x ' #5 x S'-3" i)(14E1S 1 S"IUB-UPS UMF_SS (111 RWISE � • F, x 6" #10 x #IJ �' , ' — : 1/2., $ L-- E.W.W.4. - - SM L'`SLIATI(�I - F] ISfL� PCx>NLTh:Itri _1 I I _ Ex T6FR c�R Tt1I M - "� B' ?� •�F 1MA?LN 90'15T ' Ci,� ��� c��F:sT' !'lRA I N� — .. 112" PVC Cc(V[llll�1 �� M q 3K.-Mcm c CQMf,ALTE,0 SND W v E A� � D w D.C.O. W/ I:i()1 r�TfI1 Glom) _ BY ;;)Lf -1k Afli:.]`A �)j s Tor �. - Bcn 70m 04 T• AA"O,C. SECTtC4TIE 4ATU4 ALL LITIE UM AND EXrUUOR SL'RFAC�S E TA I L 3 j��''' �. _ y' "O i( a hw-"no, REAR ELEVATION D. .0. b C1'RAl 4 1 2 1/2" PVC (I MUIT MAW, S�:t'. IlE;CRIPTIO I E1�`i11 EtiMAI�K; HfIIJMI SIJ1f3 - j - 'IB �P"2 \ \ '/ \ R, »� CWa• Ra C.L. (,� JL 5„ " 3„1/2” x„1/8” 2 _B11 ,,1 IO' -bi H. 7t, �+1 i ; R JL. 5„ x 3„1/2” x 3/R ' 60-41' _ 8 -0 11. B MIST f�7! �_ [] _ 5 x x 3/8" wr it 11 4 I'll i � * _ ---- c o- f � 11 0+ � � 5 3 " an) I-3 CK AND l I 112 «2 V T 3 �n z� P.F. 2 + 8 -0 N. y 4 �' Z _ T ��'. 1 N 7 Dun 1dr CSA (n �► ' cj 8' -0" H. � 0 .� I I STA I1YI FSS 13 - i / 1 tea / 6 SLF�vE MI"1ti Lp+1G •• 2 1 2 6 c Tb I CHASE BY K.E: S e' er '"' COW• l�J ► �! 1 ti'WE�".F' IR�1 (��1 F Y R SC0\ LMS S � ,LH(rn,'I: ,, _ 1 r ^� v d BUILDING C1LY) IN'Ih 4 I — �P_2 (t�ckvG ®E rtiN NX a 1 I &'�SFT'#`'Wr WALL. Sly: 1/2' CON). � `►.: 3 # I.2 t r F�`?l)`Y ALL. r t.L 5 J L r I� @ r'! L/2" G140k 2 u 2" Pvic: aumm. IN SLAS SLAB a t, �. I I ) 0 IST" �C". D.C.O. •tel t, ,;, - 1' .�<<,'' �� ___._.��� �b ---� _I<�_---•--__ .� ___ �� �� _.__._.____� ., /-�- ,� .. . ..... H�� vz r.�l� F1.EOW PixF: SL ;� • • .^�" _ �)"x10 'x4' PULL C1PF.#I I? (' • s TRUSS T-R -'---�` >FY I.z�,c"IRI c � a�uc BY At«fJ( � Q,>`x'IRIc x'" ..1....► b FYV MENT yIM55 .PLAN L..._ . TR SS DESIGN' �' "f'� ' eu LD NGS 1« �r / 1 M TRUSS r ( " ' ' SCALY: 1/2" °t �077E:7 QI� I p —"V r .. Q •' +.«" fie� • rf^�:+• « � � « *` .�• • • Y'.1, �, ., • Ii^' •� i 1♦ d Jill i., f• .i �RF! � 1 i .F t �R : • •1 A� r .,.w«rlelmYr-r,•+•+•_•—.•••Vva mea:.,r,F-„,, ,,,,, wr 71►,�iy1,,., .. ._.... .. :• II 11► 11� VIII Ilrllll 111 111 1111111 1111111 1(11111 I�II1�1 1)11111 111F11T 1)i1t11 1111111 IIIIt11 1�1 111 111 11;,1 111 111 !It 111 t11I11a11t rll Ilr 111 tll rll 111 tit rlr rlr r11 �”` ` f'1 I I I I I I i I I I I I I I i I I ) I l l J l l i l l l l 1) I l t 1 1 ► ! NOTE: IF THIS MICROFILMED I 2 3 4 5 6 7 ® 9 10 I I 12 DRAWING IS LESS CLEAR THAN w --- -"'- -- - - -- - - -+r THIS NOTICE, IT IS DUE TO i I THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 9Z t 9Z SZ bZ EZ Z?, iZ OIZ 6t 91 LI 91 SII bl E I ?,1 II 01 6 -I9---1 1 9 S b E Z 1wull" I�II�nnlnuluniunlnulurrinulntllunllll1111u11I1t1NHl1lN�I11111Ii1�1111�1.IW�IIIIIIUItIIUlll11�1111III!,1�t11lIIIN�I1lllllll�lltlll>tttl11t1�1i1!�tIIIItIII�1IIII1tU�lllllltll�llt111111�1t11�llll�llll�llU�LlWlll!(LWLIll�L1�ll11�Ull�llll�IlltllltSullllllll�lllllllll�llUll I MAY 1014 14 1990 .rr _ •.......... .. .ra, ,,,u,_...,.......-.--...,.r.......r. _....-- _ ...war,re.— —....-..,.._-.> .-_.._.__. . .. ......._,..._: _,Yty;.a. ._._.. _-.._..".....__ _. f' _ .... _....... .... ..r : �_..-- ,. ... w. _ ' ...�r� ..._.,+mow,,,,-. '• .,y,...-.. __ .m,. s•a. ..r:++Mr_+.-.....:._..........-..,...,...,... t� x d IT" 1 T-� . PVC, CON11 i I T W 1"A.I ,I kf I NOTO t I ( OPEN 1"X 4"OUTLET BUX W/BLANK 11 T / c..7VEI< FLATS d YlU A,F,F , TO i CL N7F1Z OF 8Ux `\ ( � IJ"CONtDU 1 T DOWN IN SI As rO DUPLEX OUTLET !N OR I A - THtt I i I i BOOTH (FOR C(W[fTERS 1 '"� '' 1 `� PVC CONDUIT BELOW SLS , 1,Aj✓V 1-?UA, b 5'-.lU"A,F ,f . _ c � • I I TO CENTER M BOX !4">�/'x4"CX'.PUIJ 130x Fop c ,u,s, Os PARK/SERVE CONTROL 3 5' 4]1"A.F ,F . �� 1iR r1 " I 1! PVC CONDUIT FROM ABOVE CEILING FRY STATION �' ,- �'J/�/1-�, a) � -(.) A.F .F , -.-.-.....-....--.... • \ +\ � \\ & EXTFn!') ;HER T(, PULL BOX @ �l—)"A,F .F , - 4-4;AW RECEPTACLl: FOR TRANSFURP%ERS I 6 1 _1'1 _ I -�FL(K>�, [RAIN W/FI.MM'EL PLATE J 6"x 6"X 4"DP. PULL. BOx & 5'-U"A F ,F '----- C 11 11 \ � 3/4 CONDU I T TU OUT S I DE PE NU BOARD / _ ____-_-- ---�� DIA. CONI . SLEEVE W/LONG SWEEP `_ .f-- �/ _. LLBO qt FROh1 CE:NTErR ISLAND FOR CO') ,i = - - - _ J 1 �1 ,f .�.L 1' ND SYRUP BUILDINGS /.F,F , FOR �1 (A � CO0"I T I N SLABONLY L.J � � s•� .r. r� M �1' 2�" F"K; CC+P[il)I T I�k;..:OW SLAB (SEE NOTE) - - I ( ) - In 4-GANG 1"5011-20A. 10"A,F.F . MUST BE / -:{ 120�/60/1-?QA, a 12"A,F,F. �1 1� �CONDU I T I N SLAB IRANSFOrd�ER) DEDICATED CATER SERVICE W/ TN(RD w t RE !SOL. GROUNU ' 1 • ► i — , 12A,F.F, y 9 _ ,_��_ _ _-- -__ _� �,,, 120/GU/1-20A. @ - r-, " " (OPTIONAL COFFEE: WARIER) 8"X 10"X 4 DP, PULL BOX @ 10"A.F .F . TO � __ ��� SPEAKER CENTER OF BOX (SEE NOTE ) OVERHEAD SODA LINES TO BE USED ON SLAB is ~ ITU I LD 1 NGS -DRJP I OWN IN CHASE >P1.AKER OPEN 2'x 4 OUTLET BOX W/WEAT�R PROOF 8"x10"x4"DP. PULL Box ul l�)"A,F ,F , COVER PLATE a 1`-�i"A.F,F. (CAR-COUNTER) '- 1'-61' \ TO CENTER OF BOX • — ( /�)/i-ZOA. (I SOL. �t20lJND INSIDE F 1 N I SH 2 "PVC CONDUIT BELOW S LAB RUN—.•a..--1 8'-3"A.F.F, FOR V I DEO !MON I TOR) O`' g" BETWEEN 8"X 10" PULL BOXES (SEE NOTE) y - - DR MC-T}IRU V I DEO MDN I TOR SUPPORT ROD (ROD INSTALLATION IS OWNER'S RE SPONS(B I L I TY) r THE 2k"coNOUI TS, 8"X10"p� B QM, AND 6*X6"DP.80X ► ' ! �� OILY CONTAIN CLASS 11 AND CLASS III MIRING TO a I NGLL R ECEPTA(X„E V0A50/1-'JA. @ 1'--8"A.F.F . 1 LAN V COWLY WITH NATIONAL ELECTR I CAL CODES. (CIRCUIT mus-r 1,4E Oruro 1 CATER S&7,V I CE W/TH I RD SCAM : li 2" - P-o" -- WIRE INStllJ1TED ) ROUGH = I N P'LA?J 1 Sm: �_— I (VIy I k"CC*M I T FROM ABM CE I L 1 NG 'V r" 1/2 r�ulT EXTEND UP Ftp ;�A FIXTURE CONNECTION LEGEND � E'XT'END DDV'tN TO J.B. 8 S -�� A.F.�. BOX TO �°EAKEA A80VE PREP AREA ... i�''OVa,V 1-2(�n. (I 5JLATEI)� M%4Tx F6 .>~ I� L N.S. 3WIPTTON $ O.L.' F. WAS RAIN X10' ELECTRICAL r 2 CONDO I T FRW PULL Box I l IST EVIG LI ST I P GRO M) a E _j A.F.F.F'JR TET1 I PRATE ABOVE CE I L I PIG I N.S.F.SU.� H.W. c,N. I DW IRE. HP �TAff WS. P v'nEO TO ShWRE C I RCU I T -- ,1•! C(X4PUTERS l I BEWRAGE STATION K.E.S. IYT-BS-9 K.E.5. 2 1 SODA TUNERKLTIP # 127 E%1W %" ;/2" 12.C�W1 2.0 UNIT TO c� TO solo S�rsT�N� ry � � 1 C'7fFEE tiAfiNER MI t.i,. E �fM 6�� I'('" 4' X4 I ` i .Q DENOTES OPTIONAL. I I"w r X4"DSP. PULL HOX .t'�2/6001-2(lA. (4- �;.E.�, FOR P.O.S. PARK/10WE I I ` I OUTLET s 4 1 � MOANIZER K.E.S.KESM-17 ,i ► I a -0 A.F.F. (DECFPTACI_E FOR ' CfSNl'ROL 8 5'-6"A.F.F. I TRANSFORIMER) 1111 U 01WR TAM K.E,s. --pTc AE&1 sTE:? iw C~MRER f PLUGS D.C.O. w' .---._..,...._ _ WI 6"k"A"DP,PULL �. i ! I Box o 1 E s DT-.cs- ' I 1 � 'StAI� K , � I I A6ii�t�t.Y T�,.E K.E.S. DT-AT- . CONS±�I T TO OUTS I DE -` so ____ - • 11E11u I�QAIZC 9 1 IMS K.E.S. DT-CH V A STEEL ► . .S. 41. K'E•''• FAQ. FOR SLAB BUI LD I NGS ONLY S 1 WJE -� RECEP'TAGLE d1�.AI V1N 1 e ate•"! �t,,. (ISOLATED GROM) a 1'-,8"A.F.F. 8"do"A"DP. Pi LL box 8 � -• ►. (4- OUTL�T� 4 1 A.F.F. TO CENTER OF pW *d � !4E DED i CATER .� a A.F.. , MUST {; t SERVICE W/TH I RD WON MUM 5 ,, , , t , �"'• �. Pau. a , 9 I .., •� ; ' ;, I A.F.F.M OF %� , x n C)UI'OI,JI T FROIM BETWEEN OUTLET T,yr�I1 N SL/1a Rte! fkJY'LET IIOD( TO ' K V Y4 • BETWEEN OU,L 1 IIIDXES FLUOR L 1 PE 011TL,ETS IN FRONT L EN r COWIN WALL .. ' 41. .M11 ...•.••• •r ,.. n i •, �.t, y - .,. '�',.. ... .A. y, ► '�"""'t""" ' r- ra ..r 4 .�► C,w. T I ON '1f�d 14W T_ ' ..wwiw`aaa r MDT WATM L t L ` s We*' r eI n*EN PUL— HOW-S '+ 1 T A•�• A m F Iq»omI Fw s ° �p y �* :.r; • A. r; ' K �' , 4 At Afik a 77 k 4 p + e ., • °: .:••v: ^,s M 1, ° w Vit,• t T f w : +�7�� Iy� . r rr ss � r • �1�rNl�rr1� , r�rrir>,11I11'Ilr'�'I'I'IIII'I'I'I'�'Itr'I'I�!tlli'r'I,!,I,t,I,t,�11,IIIIIIt'IIII�It�III'IIIIIIIIitt�Iltlltt�Ittt�It�Iltll�llltttlll'I'III�l�IIII�IIIIIII�IIIIIIII�IIIIIIII►111111 �"` .'�'"' , , Ism I M)TE: IF THIS MICROFILMED ► ( 2 3 4 7 g 9 (0 t I 12 DRAWING IS LESS CLEAR THAN .h .... ______.5 THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. — OE 6? 8? 1Z 9? SZ bZ C? ZZ I� 0? 61 81 LI 91 SII bl EI ?,I III 01 6 9 IL 19 Is- Ib IE Z 1 2401 " .InllnllunluulnulnnlnnlnIIIIII InIIIINtIt1111111IIIINIIIitIlUIIIIgIIIIIpIIIiIIIIIlIIIiLIll�t111IJiIlIIIRIl►.IIINIIIILIIIIIIIIIIlI11111!H1�1JIII!► ;IHIIIIIIIIIlLIIIII!)IIIIIIIIIII!IIIl11�IlIfI111.1�1�I111lU1h/JJ'Wlll11U�l111llI11IlUl1UU�11111111T�llIlI11HIlUlIIIUIIIH MAY ,w,,,.,,. ....., .... ...._ _. ._. ... • ry � m � MENU BOARDS TEMPLATES LOCATION . DETECTOR LOOP INTERCOM , PK-IID PVX-WIk1S0 MM31 WIl: MR UXF - 11KPU'I S Aid) ANQK* fk)L'1'S n,... - � 1•�rr UI.S'1'k.IWlIC)1t' 16l4$ ;i(1t111 HKIN)!MbA(X)lZI'O1tA'i'I(1J - - ---`6,r - -6r. JIM,t; lli 1' 1�1 532?6 )'j r„ -- - f` MATT:K AL: PO1.UMIYIK 'IUDIM 1/2" 1.U. 100 PSI LOU!' -- -- —•�' Int I�'fil:1N (1N1•:' IMIn 4F 'Pki�d MMM UAA1 J11IW WIRE:. lZaN)-IN IS PRE.-'IWISTF:U AT F'ACM)KY. ................................... ---- 0 0 0 0 _ c FIJI&D m PI(U' LIZ) AS IN MAWIX 13 UW. - � p `4 - -- ----6xbx4 F'llll-. IiUX Mll1I�II7) � 1/2" ULA. 2 112" PVC ( AT 5'-U" A.F.F. crU L ANCIIUR W'UP3 SUIVE: _ c - ('IYP, ) I i NLM: DU NOT USE KE M W" I*UU lUM. KIW I 2) 4"x4" �IJAR r '11J8 U; ALL 1tF.tlAItS A:Jil SC�t AT IF�1.ST 2 F'k�"I' AWAY C K4"1 IJ.x1 . ,r © V) ~ 1/4 RIGID (X)b1WiT 'It) M1•:JV B(ARll UlflISIlli:, FT.I:c.`R I(.Al. U Nf"71M 'R) PIGTAIL li It PULL 'In kk�'LAC�. PRESENt' 4x3 MEYVl1 EIlY1kll WIi�E A'1' l:A(.1 17JU I•'()k LJS'T'A1.I1:tt TU Ptl<•L y 12" - 1�" I I Ai010 (A1�1�: D ' 24" i 12" '11) 2.4" ! ^s DRIVE THRU SPE AK R ��-- � - - ----- �- - _-- ------ - z E MENU BOARD D.T. SPEAKER MENU BOARD TEMPLATE D INTERCOM SECTION S(Alc:: 1/2" = 1'-0" SCALE: 1 112" = 1' -0" 11) :iC%11E VCrliIGLl. LD LIE'LECUI 0 1lJR O I N o o to 5,, - ( 1/2" CDM�(11'1' 41.111 2 - #12's (120 V) FOR I1111MINATI(M OF LII BOARD A -- ----t A - - ----- PLAN. _� c 3/4" C. Z1f12 'lU LP PANEL CIRCUIT X33 I'Ok B(aARll a v - �1 ;r, ` ------ t T(;}1T5 Si�l2' s to AP-1: 30 FOk VE�iIG1E GF."IECInk C i� ca DI11. 2 1/2„ PVC - / 61 1 (M _-__ � C� ' A1\J0IOR BOLTS -.__-__-._- W[�i7 rn CIYPICAL) SUIVE 1/2" "WIT � r \ - -n-tea- =�—: .ti N `-4"x4" SQLARL 'RIBLiVC; 9, 1 911 _ _ --. -- - -- —"� LYF'0 PANEL - - - - - �3 i /4" CCNDUTT - 1811 MENU BGkRD pe VrkiICLE- .Tk(.'I MUCIE XTECTU NME: ALL U� D RGROi1VG C�iXIT LUES '.-0 BE ML-fAL; l" MAX. ( N1C:Itt:"It: L>JVc:lt OVER LOQ DRIVE; MRU SPEAKER MEN' BOARD LOOP ~� - :IPJ PVC IS ALL 4E:D 1 112" C. 5412 TO AP-2 3/4" G. 10 BUIl1)IVC FOR L1'Il•:RC''JM CABLE 24" INFORMATION BOARD INFORMATION BOARD TEMPLATE C SECTI N THR VEHICLE DETECTOR SECTION ` .t INTERCOM LAYOUT 1/2" 1'-0" SCALE.: 1 1/2" 1' -0" L40 SCALE NO SCALE NO SrAL�; LRORMATTONI BOARD t�E: ALL BEIRE IN CO DUIT ARE TO BE LONG T rIT, X10 90° OOR,*i RS ARE AIL{A&J. ,w i 1/211 ��x 24" ANCMR WITH 3 HOOK w 6' CURB N I�ZIVE TNRU SPEAKER ,-TiUOUTE "C" Vb li c2 1/2" PVC SLEI''VE O1 e x, � p MENU BOARD 1/2" C. 2#12's 110VAC (I - o 2" 3/4" C. FOR ALJDIU 'PO– I e O o � 41 I ► 4 GAIL OtrrlJ'"I' BOX a 1 hom " MTNLci I --6x6x4 PUIL BOX h117111�1'I'ID AT 5'-0" A.F.F. II i _ `�2 � •`-POLMM FOI�IOA.TIOI1 - Q (DWDi VARIES DEPENDING _ 0 0 o ON MT L.IM) E 090 cl� 01 G' �o 1/2" C. 2#12's 110 VAC -J _3/4'; RIGID OONWIT Tn MAJ BOARD WrISIDE. EUC;:'RICAL � (XxVT M'0R TO PIGTAIL #12 PULL �iIRL AT EACh Eei) FOR C CU .— — ��I ICLE DE'ItiC.`IUR LOOP— IN,STAL1Ek 'IU PULL AUDIO (:r1BLE . TANDEM LAYOUT M_T91 PLATE LAYOUT SECTION THRU FOUNDATION A--A INTERCOM PLAN SC 3 1' �trr� SCALE: 112" - V-0" J , 1 - - (10 J(1�LE n i MISCELLANEOUS DETAILS r a NWN ILUR-L�{AM ARG ir.S 13 mm S I -ME S'ma<F, E -4 WHITE NE00 WTTH 400/30 ittAA5r-0 &2 ` 31-0 w ! 1 \ ` __ - ---_ ____ 3/8"x 10"x24" BASE PLATT. c b OL i 1/16" Civil: (4 REQUIRED) n C x •�' / ' 1 ! t FLUORESCENT IIIIMVATU) 'IED p a F IhP / ` ' ` ' ��SIGN (IF. 30'T12/cw./no LAMP) — o a O POI1�I OF ELECTRICAL ' ` ` I o - __ . �-� -- � AME-IN r I_ ___ J I M _._ L - ` I a0 10" P � r 1714 l2il VE: TNRU oo I- t t I !� r;1 V1 '—� • + 1 _-3/8" hDUI m\iG BC�,'15 [)RIVE MW BiIIItVICK SIGN -'-1 I(.4N RE NUTS ARE '�'E"LI)-0 2 -�'� - 1 -t ----- 3'-U" b —WJkU1ERPR0OF SWIMI-E.C. "� --�-�� TO LET 2." OF GUIL WIRE OITI' t -_ OF BASE ' w �:crRscA1, a�rlxlTT - 112" Q1 x 24 ANCIiOR Ii0LT517 , _ - ► -�- - - -- - -- (4 REQUI RED) (X)N('F�'1E RUST rel G.C. 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