The URL can be used to link to this page

14140 14160 SW 72ND AVENUE _KEYNOTESG-�- 1. FACE OF WALL 1'-0 - --.090" ALUMINUM SIGN PLATE 2. FACE OF WALL, FACE OF CURB 00 WHITE BACKGROUNDPAVED 1 0 1" HIGH BLUE LETTERS 4, WPA LANDMARKLANE C- __ AND BORDER, BAKED ENAMEL PARKING WITH ��"� uMv DISAdL�D \LJ`.J..!!! 5. 5'--0" RADIUS P6kMIT ONLY 6. 16' 0 RADIUS VIOLAIuRS SUBJFCI TO -~HANDICAP SYMBOL WHITE 10WING UNDER lo NITH BLUE BACKGROUND A • 6, 18-0"RRADDIUS • z ORS 511 620 AND FINE UP TO I 5j'-�"t 364'-0" 15'^0' C7 t 250 UNDER ;,. _ _ RS ISO VS 9. 30'-0 RADIUS rn 10. 10'--Q" RADIUS _ w 25'-0" 16'-0" t4 `14 27 r�� 11. 25'--0" RADIUS -- - A9 1 b 12. 12'-0" RADIUS 0 -GALVANlZF.D STEEL POST I I - _ _ _ _ - -- GLL _ ___ _ _ ___ '�' - - 13. EXTRUDED CURB SEE DETAIL 1r-/A9 x ', -- -- - - - - - -- 14. RELOCATE EXISTING FENCE, COORDINATE WITH A/E (� z ...� I 15. BICYCLE RACK W I 16. CAST-IN-PLACE CURB SEE DETAIL 18/A9 z w c) w I o I 17. EASEMENT TO BE REMOVED n 0 00 18. 5'-0" WIDE x 4" CONCRETE WALK SEE DETAIL 19/A9 w z ,t -__ 19. HANDICAP PARKING SIGN AND SYMBOL, SEE DTLS 1/SDI, 2/SDI < z -- 20. END CURB MATCH EXISTING. (VERIFY LOCATION) U . 6 0 M c to I' I 21. REMOVE EXISTING A/C w o 22. SAWCUT EXISTING A/C 0 E 'BATCH NEW A/C TO EXISTING W w Q n -- - t i E I - - - • 1 � t7l !t7 ` - 23 REMOVE EXISTING DRIVEWAY', INSTALL STD. CITY OF TIGARD rn VERTICAL CURB & 5' SIDEWALK, REPLACE PAVING TO U MATCH EXISTING CONDITION, SEE OTLS 18/A9 AND 20/A9 U vi N 11 I 1 ---- cci r I ? °�' ro + (J t ` 24. SAWCUT 1' FROM FACE OF CURB, CONSTRUCT STD. CURB Q o _� ® 3s u - Building; / -' --- _ < RETURN STYLE DRIVEWAY, REPLACE PAVING TO MATCH ��,,tt �oU CL EXISTING CONDITION, SEE DETAIL. 20/A9 �V Q o au 25. RELOCATE POLES AND STREETLIGHT, COORDINATE I- a WITH UTILITY COMPANY. - 1 I \ I I I 26. END CURB. 27. RELOCATE POWER POLE. COORDINATE WITH UTILITY COMPANY -- - -- PARKING SIGN 14 1 -- - 28. REMOVE EXISTING FENCE 1 I Fn I I 2 3 - 20 29. SAW CUT I"-1' 0" \ I e e A9 I 30. UTILITY POLE W/STREETLIGHT TO REMAIN A� 1 I W 19 ``� /r- _-----�\ ------ -- O 31. EXISTING WATER VAULT TO REMAIN ! > s _ / 32. TRUCK PAVING - SEE SPECIFIC,�TIONS d1 :; Q __-_ - - , --� 33. AUTOMOBILE PAVING - SEE SPECIFICATIONS I c 6 I ♦ ♦ ♦ ♦ ♦ ♦ I,� I n 0 7 I c I :54. CONSTRUCT CITY OF TIGARD STD. 5' SIDEWALK SEE DETAIL 20/A9 (n 0 35. REMOVE EXISTING UTILITY POLE M o e I i _ T I I o I -__- I o - -_ 36. REMOVE EXISTING SIGNS AND RETURN TO OWNERS (� 13 - I -- I to I / --- V-011 - "ff I v I 1. � � 12 41'R �9 6� '2 v -� - -� -o I , q _ -_ __ _-- ,D , PO; 7'-0" 18'-0" 18'-0" 7'-0" 13 9' LEGEND L.. �" 13 M I 4 is E o O ti N 8VS8'04 W L=58.5' C L, TO P.1 22 - _ = 7" 3 1/2" 1 10'-0 i1�; 26' 0 (9) SP 0 9'-0" - 81'-0" (12) SP 0 9'-U' 108'^0' _ 9 SP 0 9'-0" $1'-0""V 18'-0" ' � DRIVE-IN OOR \I I. V.l- . , t. - .Na:.i 1 j 11 91-0" 9'-0" tugcc I"P S"9'- I - I i; 1 / " It 25 I DOCK HIGH DOOR (,. N, ','-LY APPROV-D. . . . . . .'C7 L� s I INS P.N.•)T AN APPROVAL OF 3 WIDE PAINT STRIPE ' Ts S� I I ! L.ti r o "�� f TYPICAL - 24 � �`�ir'� a 3s I N �� NEW SIDEWALK ;�I, \ :„F•::;• -•� X90 I I LETTER.. . .. . . L7 V I i 1 S9' l� 45'R I_] NEW DRIVEWAY N � - '1_-• / 1 I ,1 � � \' 1 I �� ? • 19 I 1 � - •q 50'R is - TRUCK PAVING AREA °J 93, - - o N 89'56'33" W - - - - - - "';-111___ 13 �__ -: --- - - -- L=334.42' (P.I. TO P.L.j a 2s 7,'F 16 r) I I� -�67_ � �I .� U / 13 o -.�''I,I_T31 PROJECT DATA ¢ / - 9'-0" I G�l9'-0 10'-0" - - "CITY Z 10'-0" IN. 10 SP 0 9'-0" = 90'-0" (9) SP 0 9'-0" = 81'-0" 20'-0" 15'-0" 15'-0" 20'-0" 7 SP 0 9'-0" = 63'-0" 8 SP 0 9'-U" = 72'-0" 25' 0 t _ - - TOTAL SITE AREA 26 22 SQ. FT. ....................... " ""'" -- - - F f/ d. . „ >� 7 0 �Slhr ti-',-eTvs parov, -� 1 25'-0"+10'^ (6'-0' (6) SP 0 9'-0" 36'-0" 7 SP 0 9'-0" = 63'-0" 18'-10" _ 18'-0" (7) SP 0 9'-0" = 63'-0" 360" 6 SP 0 9'-0"_ �_ - - 4'-0" 54,`-0' I \� 0" PF. z �� i -- `r - TOTAL BUILDING AREA 112,960 SQ. FT. /5 f 2- ® o -- 5' - X4'_0.. 4'_0. ��----- i_.� I �-i- --- - -- --- \ o � , CXI Il I , 1 p I .;Vi...... 2 INTERNATIONAL SIGN M _-_ 1 I I l , 1 , ( l ( I I 19 I i° I LA REQUIRED (15%) 40,053 SQ. FT, jo, F,' � J�'(�' � to I �.....-.. �� vl I` I I7�LJ' r 1 PROVIDED 40,300 SQ. FT. T' 0- 1 f1gl9f�-. I - I --- ------------ P _ _ __ - ARKING -- _ _ _..___------ I -J� `-- -- i-� REQUIRED: 1 SPACE PER 1,000 SQ. FT AND +- ' e I Ae . �. ,,----' ''.. 1 SPACE PER 70� SQ FT. OF PATRON � --� N ARE PROVIDED c" C3 E II I STANDAR[ 115 I _ I � COMPACT 41 41 1 1 21 3s HANDICAP 4 k TOTAL 260 • z, II o . .._._ ) I � v scv Ln f - - In I .. K ANALYSISBuilding _ I CODE Af j� •I I G- 1.) OCCUPANCY GROUP: B-2 -`- 2.) CONSTRUCTION TYPE: III N w -__- 13 I I.I• 4.) FULLY SPR NKARATION OLERFpN 3 SIDES `f'>�'�'•A"1'I^ �.1•,�,;' 1 �t 1 Y1 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ o BUILQING 4 1 DATE: ' 2 I 1.) OCCUPANCY GROUP B-•2 1/27/92 13 0 -------.--- �� OF WORK 0 001 ,3 N 2.) GOrISTRUCTION TYPE: III N CRAW1�! BY: V) a° I - ---- ----- -H 3.) SEPARATION ON (2) SIDES KV8 SAS V 4.) FULLY SPRINKLERE:D / = . BUILD(NCN/ I Illll - 0 1 1J � 18 31 , CHECKED dY: a 1 11 `" to a +I ' WEM I a2 �, - I w1u.;AMs o , 1 REVISIONS: 1 AIR _ i 12t��` S1 12 In t 20 / 0 ' 0 1 25'-0" 50'-0" 50'-0" vJ 50'-0_•' 50'-0" 50'•-0" 50'-0" 501- 5-0" _ _.._ o i c FOR CONSTRUCTION WITHIN PUBLIC' I _ KDING S . GERBER --- - - -- b �T^ I I F A o ' NOTES Y � �� • 1 ' 10 ° Lit RIGHT OF WA OR EASEMENTS. •� -�- zo 2. 1 1.) ALL WORK SHALL CONFORM TO CITY STANDARDS AND SPECIFICATIONS. 1 BUILDING B ` - . , , _ ,S. - , '- t1 t.i 2.) NOTIFY CITY INSPECTOR CARL VIEWEG �1 • .BUE'DINcR;< �` - - 2t I I �1 / 639-4171) 24 HRS, PRIOR TO STARTING. . . . 4 . . . . . . . . ; 3.) TRAFFIC CONTROL SHALL_ BE PROVIDED - I FOR BY THE CONTRACTOR. I _ _ MACKENItEj tiAlTO k ASSOCIATES.P C. t I J1 1991, ALL FIIGHIS RESERVED 4.) EXCAVATOR MUST COMPLY WITH THESE DRAMW(S ARE TFIE PROPERTY OF ;eurivrrlc/' VAULT ORS 757.541 TO 757.571 (RE: UTILITY MACKENIf /N FO R ASSCCIASES Pc(M s • -- ---- PRE-LOCA TION, ETC.). A AND ARE U TO IS USED OR REP o- D CED IN ANY MANNER, EXCEPT WITH THE PRIOR WRIttEN FENMISSNON OF M/SA BUILDING A 20 - • • • • 5.) REMOVE EXISTING PUBLIC SIGNAGE AND REPLACE FOLLOWING SHEET SIDEWALK CONSTRUCTION . CONFORUANCE WITH CITY OF s.w. BONrrA I I 1 TIGARD STANDARDS AND M.U.I.C.D. VICINITY MAP co Site Plan OF 5 1"=30' - - JOB NO. N 290628 14140 9, 6i1 SW 72ND AVrhII it- AS SUBMITTED FOR PRICING AND PERMIT 1/27/92 1 OF IP ( � I lel 1111 I � I I � I I� APRIL 23 .._�..,..,....�... .,.�."..�".�..,....,...�.,..A.....,._ "-..,�-� _._.- � -�:- ., � I_1TITT � III I ` I f l I I 1 1 III I , I I I I ; I ( , 1� I III 11 I I I r I to T 1 7 1T I l l 111 I I I I" I l l l i f I I 1 1 1 1 1 1 1 I I I III I I I I I L I I I,I I'III III 1 1 1 1 1 1 1 III ,ILII ' 1994 9 i 1 I IF THIS DOCUMENT IS LESS 1 f l l{I V I I I VIII I III I I I III I III``1T I, � A � I ��j� ( � � � �� I I I ( � �� (..• `t LEGIBLE TiAN THIS NOTATION, l 1 �-_��_ L.-.�� - 6 - ---' L-----gl---"1-_�-0 11 -- - - _ 1!' = • � IT IS DUE TO '1't1E QUALITY OF _ _ "°�6 t THE ORIGINAL DOCUMENT. r - --V _FL 1 a£ 8Z 9�L LZ 9Z Z �Z £ . Z1Z iZ OZ 81 9[ Li 9i 9[ r1 £i ZI II i 8 9 I�• 1,111u,1{II►III�,III►IIII11,11IIT►h,,,,,,,1„►�,,,I,,,,,I,I,I►,►,�,►,h,,li,;1,1„►, ,,►,I„►„�,I„�►�I,,,I ,,,,l„►, ►,,,I„I„►„h► ,,,,I,,,,I►1„I►►I, I►„I,,,►►►I,I►,,,T�,+��►►I�►►,�,►,��Ill�lll,�ll►I, �►I,II►►I►II� Illfll�llll111N111 GENERAL NOTES: • V) (�"E 1O9ti.74' CALC, n I. ROUGH GRADING: BRING ALL FINISH GRADES TO APPROX:MF,TE LEVELS Ljj Na9`s2'0 { ) (1088.9 DEED) PROVIDE SOIL STABILIZATION FABRIC INDICATED. WI-iERE GRADES ARE NOT OTHERWISE INDICATED, FINISH GRADES I- G N WITH 1' ROCK BLANKET APPROX. ARE TO BE THE SANE AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS < s 70 SQ. YD. FABRIC, APPROX. 60 CY GRADE OF ADJACENI STRUCTURE. GRADE TO UNIFORM LEVELS OP SLOPES , c `D I ' ,r , „ tr 112"-0" ROCK. ANCHOR FABRIC MIN. BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF S!;P,FACES, A`JOID 2' x N89 52 0C) �E 450.00) 1' DEEP ® UPHII-!_ EDGE TO PREVENT O m° N ABRUPT CHANCES IN LEVE S. ROUGH GRADE TO ALLOW FOR DEPTH OF _ q UNDERMINING. SEE DETAIL. 1/SD2, CONCRETE SLABS, WALKS, AND THEIR BASF COURSES. GRADE FOR PAVED (n O DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPr.CIFIED HEREIN, 0 "j LO AND PROVIDE FOR SURFACE DRAINAGE k'3 SHOWN, ALLOWING FOR THICKNESS Q p .. 1¢�9 OF SURFACING MATERIAL. e _ - FINISH GRADING; AT COMPLETION OF JOB AND AFTER BACKFILLING BY "' • 0) x � ;•�...".._._......_ OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH o U- �� ,,�y� �� _, �,.�L V L ��. HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. • m • �' I GRADING TOLERANCES: .- ;, �6� • � % �., w''� �� - - _ �, ^ •i "w' « ) n ,,1. ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: t0.1 FT.T --- c t/ O O ' 166.d '�,�. `` .•� .\ >r_ . .. . .., _ _»..._ �" ya " �'; !H4se G PLACING FINAL SURFACING. 10.03 F Q C r` L j \ \ - �6 ti �� .\ ,.. .._ ._ -- ._.. ... _... ... ._ .., ".� `' ,� hs• , 1 FINISH GRADE PRIOR T ~ U c O � cT, V •' \ �.. ��_ - l,. 166.9 'J 2MATERIAL. ARANCE AND Ld EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO c c � NO 1�� _•--" r "' EXCAVATOR'S) MUST COMPLY WITH O.R.S. . 57.541 THROUGH SIZES AND LEVELS SHOWN OR REQUIRED ALLOW FOR FORM L LsJ p o N FOR PROPER COMPACTION OF REQUIRED BACKFILLING m N / 166 I »• ."- • » _.._ ».. as , __. .. ,_... .... .... .. .. ..... . �- �, , R'S v � ROUGH 757 571; �o • ••'"'" '� EXCAVATORS SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS m N00`06'48"I_ So,. �a� SEVENTY-TWO (72) HOURS (MINIMUM) PRIOR TO START OF WORK. DAMAGE TO LLJ 6 65 c dda N'�-� ulll.Il D F» Y UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDER'S EXPENSE. pc ng ~ 3. SEE GEOT=CHNICAL. REPORT PREPARED FOR THIS PROJECT FOR BACKFILL Q o r _ F.F. 367.00 .,' .,' _ .._.....�..w.. ._.. .. a o a IL AND CONPACTION REQUIREMENTS. 4. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES ca MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. THE CITY MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF �'` 1�� . ^^�.� • f ,;7t3J WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. u ,. 1 r 5. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRA'N.AGE SHALL BE j 1 6.9 , � ` 166.9 , 6 9 PrW 157.7+ CONTROLI-.ED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT 166 9 ` 166 16 166. Jo (s)N? �' ADJACENT PRIVATE PRC'-ERTY, PUBLIC PROPERTY, AND THE RECEIVING 1 c v 166 9 �-- 163.0 163.0 63.0 SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME, ORDEP ti�'e,aJ -- -�,� - CO / CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 1 I i: 1 ( 0I 166,5_ it (CAI c; R/w c. . l vl... ,bro:) ' 8"47'S1" 166 c,) N R x 425.00' �-� 165 RIM=165.00 ,,r� EXIS I ING L 164 N L 65.26 '�, r9 16� )7 • FIUIL_[)INC� V) r) O C - 65,19 ` �t1 ls'.5 163 / 0 164 CUR:', 4J I hrn I RIM=1158.45 I I _ � .,`� r I 163 (p ,\ SW "ANDIVIARK LANE S;L I � 164.4_ X62 � + ` y� - U) .._ RIM 162.0 �-- h 16 _ _ ^ 6�` iM-161.60 I 1 DEEP ANCHOR x I Curl•. I:; 16 .4 152.9 61 s 16� 1�16� APPROX. 60 C.Y. 12"-0" I-- �� 11111 RIM=137.60 ANGULAR ROCK MIN. 1 FT, o -'� .. THICK. COORDINATE WITH cc, M=160.0 "(° �� C ,O� A/E PRIOR TO 159. 15� :r '�/ COMMENCING WORK APPROX. 70 SQ. YD. '�� r SOIL STABILIZATION 158.5 15 .4 158.4, V; 1 8 4 �� FABRIC J,oNTER r ,+. I � �1 .7 ry _ - -• _ ". .. - .,,� ,. �1- RIM=157.0E �4 �1 F l�1 7 • ' ''� =157. RIM=157.0 ` " _ ` �?Q`�i(J'20'VV ." , - ....._ EXISTING CURB OR "x - „, il ` 157. 157.5 I V�� _ J.1 1`.1.0}0 �" \ RETAINING WALL. 'r 157.9 157,9 1�7.9 ! �• � \ r __�_ � -q�;Pt--'FL 1: Z- - RIM,=156.85 1. '� 1 ,� �n. 00 i� 'fiY//7 x ....__..- _--�^'_ - J,,,r•..•..'" ,rt`<;Y'� 4Si r i�'p \�r , SUIT_ STABILIZATION BLANKET _ -- I �5� K ��• _r' `/ r�G,O `r ,^pQ N.T.S. ( I 0.e�yMi�• _.•• �r r." `�" �i OJ I V�,..1T1T'(5'1 W ' -✓ _ ,�'` V'SYC Q9 t 5G.7C' ote: See City of T19Dr± ;Inset Improvement "AS-GUILTS" for �j>�' "• '""" • : • • • utTt)es in 5W 72nd Ave. 157,` ~"�» ( CJ •SSS r 157.5 =- - •s�'G r "�� ) s LEGEND PRPOSED CONTOUR LINE Nt r I t- �9 _W WIDE RARROAD FMIEWNT Building • N EXISTING CONTOUR LINE Rec. Oct 'B, M40.• 1... I .- t �. .� FF,1,58.00 5 ��: ��r 1 •� i QD I ORIGON � PROPOSED SPOT ELEVATION � 25 C-? I ` �•' 1 4. 1 154.0 1 4.0 164.0 1 ".0 154.0 154.0 � KORO////J f I - LP) �.�.��. (, EXISTING SPOT ELEVATION X56 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ , DATE: 153.8 153. )^-- 5� 153.8 � M I 1 X27/92 \} � EXIST. H,:7(, DRAWN BY: 1ST 3? RIM=154.9 RIM=153.2. 1 . ADJUST RIM TO 1 I i S. SHUMAKER MATCH GRADE (1154.25) ",...z J _,..w.. . To _..__..........� I CHECKED BY: l,_,i5• .6 f 4 K. KORO �p -7777 3 0 'a `,c� rsR _. .._.- �� _ : , :,. REVISIONS: J'- ... .._._._ --• �J, _ _. a. .. 1 .4_ ,Ao t 53.40 f, 4 4 155.1 I sr _'., ,__ t�1M®153,0 _..._... _ ... __ ... _ _ ,. 3 RI =15 _ _ _ � ,_. , l � M 2,2 yao 54.25 qk 89 49 l.tc"} W S`� � , SJ% 5 •0 CD RIM 151 54.25 153 S5 C lal. ,1 2.3 I °c >7.DB 154.1 X53. ' i 5 44" 153.6 152 55 - I 0° O - i 2.3 15--- - ,sa�z ASPH, y'h MS$ S89`/ t"w 479.55'((AILC.;) (449.77'DEf D) ��a D � CONTRACTOR TO COMPACT I.1-t )ea.eo • 1�'t.75 r t AROUND VAULT TO LIMIT •t`y'`7 •tern SETTLEMENT OF ASPHALT 5 *�ti • N89'49'00 E AT EDGE OF VAULT. _._..�1,C" ..__..................._..._._._..».�_.._»...._._._._.._.__..._....._.__._.. __....._......._..._.. _._ • YACKENZiij SAliO�t ASSOCIA1ES,i C :`'•'151,15 51,1 Y _ 646.50' 199", ALl RIGHTS RESERVED 1!50.00 • I5'' •"_51.41 THESE DRAWINGS ARE THE PROPERTY OF 'I NAC1(EN71E'SAITO 3 ASSOCIATES,PC(W/S t Al AND ARF NOT TO BE USED OR PE O_ V 1 . WITH _...._.I l� ---"-- ',,Ib WRI>�MPPFNR41SSIONR. COf M/SA THE •141 83 - ;EXIST. OQ RiM=150,77 SHEET TO REMAIN N _ _.._ ....__. SD2 GRADING PLAN -' a 1"=30'co OF 5 OD JOB NO. m N 29062.8 1441, a. b.. 5u, ,�F',° pYEN„E AS SUBMITTED FOR PRICING AND PERMIT 1/27/�►2 IF THIS DOCUMENT TS LESS TIIII f I Illi I II! I 11111 I III I IIIII nT �y7 fA'f A�'RIL 23 1994 L1;GIEILE 'THAN '1'1115 N09'ATION' _ -..---- -.-�_ �1 - --._�-_ I_ �g �l 1�1 I 11� l C IT IS DUEL TO THE QUALITY OI'' NO 30 _S_„ THE ORIGINAL DOCUMENT. Ut I 8L LL 87 9TZ- 6t I S Z IL I L 61 8[ Li 8Fwill, 4�i 6i E[ LI ii 8 I8 L 9� 9 pw IIII IIII IIII IIIIIIIII IIIIIUII Illl�llll IIII�IlII 11111141 IIIIIIII! Illllllll IIII►III Illllllll Illl1llll IIIIiIIII IIII1IIII IIII IIII ,lllIllll Illl�llll llll�llll llll�llll llt llllllllil lull Ill. Ilu Illlll, Illlllll IIIIINIII U _GENERAL NOTES: �- SAN MH RIM 175.3s, v89•52'00"E 1098.74"C;, _c. IQ �, OE .L �IL 163.9 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, 1IGARD WATER DISTRICT, UNIFIED SEWERAGE AGENCY, ANC THE 1988 EDITIONLJ u� t�r4y c �� pir) 00 CONNECT TO EXIST._ "� c, ��' JF THE UNIFORM PLUMBING CODE AND UNIFORM BUILDING CODE. 8" CMF' INSTALL C.O. 4•` 0 7 N - _ o" I� ^� p 2 WATERLINE MATERIAL, TO WITHIN FIVE: FEET OF BUILDING: --' c cD - _ ✓r w AIT ,T aY� IE�178.06 � � ' ^1Q> do ti� " _- �._. _.__•.__.._ r. ....---. .-.-._._.�x.__._ � ^� .4` FIRE LINES: DUCTILE IRON, TITAN JOINT, CONFORMING TO AWWA C-151, CLASS 52 U Iax m �a .� _... „ __._...x.-mow` •.." Y _.. _ ._._ CONN CT Tb EXfSTfNG 12 "`�' "- G- x -d►-- K-- -- ----"-•""' _ __ J _ EAS REQUIRED BY TIGARD NATER DISTRICT AND CO .-,_.. ... ._..... .._.�.._ ..__._ __._.. .___. _ .__Y _._.__. ._ _,-•--7s�;;:.: �-' _. i�9.i3-i��_.. TEST: TEST AND TERIL; N 04 �. .,, CO �.. --_ _ .._. ... NIF R PLJMBINGSCODE.Z � � m IE=169.62 t' _' _ - - - _ - - - .CQ___ --- - - n CO = .-. -_ ��lr *�'!� 3. SANITARY SEWER MATERIALS: INSTALL C.O. ^\. I ss rx.I% WALL �� Q _~ FOUNDATION DRAIN ,- w, IE=165. PIPE. PVC CONFORMING TO ASTM D 3034. _ • IE=169.60 (12� �, \� �.._. _ 2 i ,/'" 86 8" PERF. 0 0.25% - REMOVE 10 �Ft 12" CONC. ST A, . ;/ �� `i -...• _ .ter' '0 •• 14 • ae ue , '�\ �� ASPHALt C M Q ( 4 THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMAT!C. THEY Dn NOT a �` CONNECT 12 STM, INSTALL �' 0 �IE�164.40 _ �. ��...- .•-' 111p,.•• A5 �' tcfl Tv SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTAL' -,TION IN THE Q • m f • CLEAN OUT END PERF. INSTALL - '` ° _ -- •, \ _-- -- •, SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT Er IE=165.00 VERIFY 8" x 6" REDUCER �„ _ --' - Jay 4p PIECE, SECTION, JOINT OR FITTING ING REQUIRED TO COMPLETE ]HE PROGECT. o �r (VERIFY) _\ BEGIN 6' SOLID PIPE /" '`. ....._ . _ .. __.... _.-__..........,•• -•"" r '..'- �I,, ��' �, 'Si � --•••--• ALL LOCATIONS FOR WORK SHALL BE CHtCKED AND COORDINATED Wf TH Q c � n � CONNECT TO EXISTING SAN. LINE I . -- " f �- _. .� .., •.,,_..,_ _...r'' ~., +'T^ , ✓ �.-- �y _ ��i� EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONS I RUCTION. � n ILI � � °' 1E=15J.10 EXISTING VERIFY. I _..• _ D LOCATIONTBYOUNCOVERNG,EXCAVATION W • o c �� XISTING UNDERGROUND UTILITIES LAYING WITH -..... _ c , __. ib 1Rt1R9 SHALL BE VERIFIED AS T(� CONDITION, I (CA,I_{~,.� 12" ® 6.67 FDC s;,, '>fiK 'c� �' PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH �.-, __ R JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY m 3 O O ` \ - @? - 7 'r..Building D ,� ,; ......_..._.....__... _ J I (180.0 DE.F(", ` -� - "-"' '- . ENGINEER IF THERE ARE ANY DISCREPANCIES... _.... ... ._ W -� FF.REw,167A0 v h • � e�'" .r ••�+ .�.�.�-_•„_ ': � , 5• PROVIDE CLEANOIJTS AS REQUIRED IN 1988 UNIFORM PLUMBING CODE U m� O CHAPTER , SECTION 406, AND CHAPTER 11, SECTION 1101. Q C STM. IE=163.20 __.•.- / f. r _.�,' t0 O -c C / 1E=165.00 ,� + 6. FOR WATER LINE CONSTRUCTION, SEE SHEET W1. a O 0- `L 57 MH 0 � SAN. (E=161.60 l/ �,...,__ / , � / � !�• R M 168.58 �`^ / �• ;" / ;!yy 7. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO IF )ts .:55 p $ C0 ! COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES. 4 l(� ,D' co S co le' �)1ti?26 .g 4" 0 1.0% CO 4" 5.�. � 1.Q% 4' ® 1.0% NIM '97.11 8. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES I �'' [E=160.5 (TYP. "�,, / �h (SIP; CITY OF TIGARD STREET �; OPENING PERMIT REQUIRED 1 I `�c�qs`` SEE DETAIL 11 A9 DS DS 1�9>N, DS DS >9 I THETCBY INSTALLED ATC/ANY DT ME, ORDER DCORRIFNTIVE ACTION AND STOPPAGE OF -+- FOR PAVEMENT REMOVAL AND a`` �'•.S Z _ WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. REPLACEMENT ASSOCIATED WITH, �-- / / WATERLINE CONNECTION. p T l ,U 6" 0 1.75% 9. EFFECTIVE DRAINAGE CONTROL IS REQUITED. DRAINAGE SHALL BE 6" 01.2% ` 6" 0 8.5% 6 0 9,0% !•}�» CONIROLLED WITHIN THE WORK SITE AND .;HALL BE SO ROUTED THAT (C�l_C) K%W CLI Fl VF 1 6' L0 ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING g•q7'�,�" + •�'( - �� IE=159.05 SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME, ORDER V) 0 R _. 42� I10, C9 ! i Il S? qss IE=159.15 8' / C) 04 r XISTIty{:; CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE RIM 184.43 Q / N) „`' a ( C1 8 IL�D1NC� DRAINAGE CONTROL. a) M L. -=• f�5, � r.., �, = CJ•19' RAI �`�66.2.1 II� ��•• t V) 10. TERMINATE BUILDING FIRE SERVICE AT 6" ABOVE FINISH FLOOR. � L It i56.i �.V6 ': ••�� ua5 ` •�'�,.. RIM= 6. .4 / (� (.J f r E=156. 0 f RIM=165.00 8" 0 1.5% 8" a 1.3% / v`';, . E -- -- 4 .� __.. __ c: I IE=162.50 m S'fJ L NU J1�1F;K LANE I!; INSTALL BACKFLOW " RIM=162.0 �-. 6" CLASS 52 D.1. 161.6 PREVENTION DEVICE 6 O 3.9% fE=159.5(b EE=157.85 \�,, fFIM1 UU / / t� C-. L- _xwr�ci IN C.B. 0 INLET Or i ®---_8�r=" x IE-157.85 ST MH r S ah;.':;t RIM ,G3.2C1 til ' ! � 6" PIPE FROM 8" ® 3.257: ,/ u'., I �6 a (n `,, ( I FOUNDATION DRAIN. j-' ��••� �.. , •� iC ! 1 ,6." sir fE�s115A.pt) I� CID 6" ® 9.0% I 1 cu,�fa A ------------ ':;�> RIM=157.60 . I IE=156,55 10" " ` IE=155.10 �Nil'� NSEWER -� I 10" ® 1.5% 8" 0 3.0% % ��8 SylC 6" 0 1.0% ON 10" 0 1.75% °� btti,_�39 - - !E=1 57.45 1 J" \ 1 J......_........ R;M=160.0 10" ® 4.25% J�-•VaULT SAN MH IE=157.5 \ CO 6-® 5 5% °�j G/'-' RIM 16G.6G _- yJ' _._..._... IE=155.50 10" ;, ( ) IE 151.85(15 1 - LL RIM=157.0 *»� IE=152.1015"? Ii �Gv IE=154.5 \ IE-15?.%5(15') ____-�� I 6' 0 0.75% E 153.75 ,ar. 1`- - � �,: 2. ih,' 6-54.31'(DEED) --- 15" 0 'x.75% `1-5"�.75% CO - / 6" 0 41.0% , f 6" 0 15.0% i ____�� I _ - - c:,, �-_ �� -lt._f1 -- - 1._12,•, --- -- �..--_- -- _ J r21M=157.0 �.- Ia_! RIM•=156.85 IE=154.5 1E=154.3/ CO 40 O 1.0X CO 4" ® 1.45% 4" SLS. ® ,.o% LEGEND1161 �- cv 10' tr, IE=157.0 ` }E=155.1` .' "',�'' . { i` IE=157.0 - PROPOSED STORM LINE r T s•, App REMOVE EXISTING 10" CP � � •�,...�'" ''" � / 8»ri•(C ,� tsr.7n _ I `'.�y, t - OLP r`N ' 10' - c- ^Cly PROPOSED SANITARY' SEWER LINE Q) } Note: Seo Ciky of iigari itrevt y a: ✓ "'=� - _. ' -_ '""' /r + C Improvr„neral aft t-�Uil_"5' r,:. <�' ..^ • ��• • • • X' m s �~ t + �� "r PROPOSED WATER LINE uti tiles in SIN 72nd Ave. j , „ ae �^ �-' 68% "� '� / `' ✓" i ° ! EXISTING STORM LINE J ,�"r t , 1 'f I . ,. • j,4 • ..... �' " , I: j _.µ • _ ,'- �I' ---'1 c .. EXISTING SANITARY SEWER LINE I d ,• __.__ N _.........._... EXISTING WATER LINE Irl -aa'WIpG NAILRJAO EAST'JCNY B I 'ng C i ! I iI v. .�..•. yt.pST'p{�.x.�{� I r I I ate,:.!Jei 1t� titer ...., FF.Ei.E`i.'f»1900 1•' � PA w CO CO I 15" 0 1.1% IE=151.0 (az® PROPOSED CATCH BASIN �IE=151.0 1E=151.0 �? IE=151.7 IE=151.0 SEE DET11 A9 TYP. Ci✓fDS / [) EXISTING CATCH BASIN r 1 ; I DS DS �- •>< _� DSY FDC ' CO PROPOSED CLEAN OUT `ztyx2 MN Ir ! fE=153.16 - a EXIST. 8" C.P. CONNECT, ti^ ® 3 % I i ! •,�' I OVID G TO NEW 8 AND 6 FRO I , c~i1 6'_-R 5.0% I �R,:K ,M 6" 0_0% �. - SAN. tE-150.00 • DS PROPOSED DOWNSPOUT CATCH BASINS. �� - _ 6' 0 5.85% CO Ex;J .:!�uJ. DANE: I RIM=1- .9 6" ® 14.0% 6" ® 2.25% 6" ® 3.4% 0 0 - - " i oTM. IE=149.00 _ o IE=148.45 15") 1E=148.415" IE=_147.7 1 j r Y PROPOSED FIRE HYDRANT �� 2 IE=1�3 J 1 t ciNI1�Oitt^I��wtk _ „-••-"' �'~'.~..• v 1 / 9._ ' DRAWN BY: / IE=1_49..212") 3 . .w N'•-INTI _ 6" ® 21.0% ST Mf l 10 ) SF 6;®35.0 ,; I fAt'ION 4f-- "-"W-~�" '-~ , F11M tCi'i.•oi, -.__ a 10" 0 0.5"7.. 12" 0 0.75% 'N - CO 15' ® G..S% �. c , Iv.�.! IC ,aq 39 _ _ _ CO W - -""` Z7 EXISTING IRE HYDRANT S. SNIT C r _ - r, _ E R _ Y 0.5% 15-_� U-5 1rti� .-�W. f I CHECKED BY: �s4 ez :_._... E IE=14�. 15" K. KOROCH �` - f�M=153,2 m IE W)I52.4 ' IMM-153.0 ��` 7.5' RIM=_152.2 "•. 1St IE=150.7 [F-,1 •9 REVISIONS: �•_~ !E=150.5 _ 4 .7 _ �••..,,_._ ,....__.___.__....._. '.� o V RIM=153.0 _ j I`t a '' �' � � CONNf_CT TO EXIST. 8" � � IE-148.36(15' �W) ^••.,,,•.... F !r ASYN,,�4Y •,,. IE=15U.J s t_ ) c SAN '•�, ,; -w - ';. c, � �aA j �,rP PUBLIC :IAN. IE=147.74 � , PROP PUBLIC 6"�3 18.3% i �-� RIM , , « •,, � SANITARY EASEMENT .� 4 IE. 14.i.V• 9 �• .. -._... SAN1T .- ' -. / 15" 0 0.757i - HMiKINv �h .;� S89'49'00"W 479.55'(Ck (44.937'(�E'E.D) i SAN. IE=150.10 EXISTINU 8' SAN, SEWER TO •,c+nrD .51,57•-.� ---- ` M ,. taaa° • •151.57 , STM. IE=148.95 BECOME PUBLIC. SEE RECORD N89'49'001 DRAWINGS PREPARED BY _ _ MACKENZIE ENGINEERING INC. ! •' �Do . 646,50' SII Ll 1151.11 C I VAULT' ..... t'�14,0.34 II' MACKENbE/SA{TO Y ASSGi.1A1E5,C C """'�""""`•"r--�.•• •141.63 '"""•- "' ° 1992, ALL RIGHTS RESERVED THESE ORA/WINGS ARE THE PROPERry OE t.IT' ANARE NOT TO DE USED OR RE "- �i ^'r'-~ I" '•�«' 1Y AIACKENIIE SARO t ASSOCNTES.PC(M'S .r .........�..'- P ��, _". ....... 0 CO)D IN Mir MANNER.ON OF WITH THE PRIOR WRITTEN PERMISSION OF M/SA 90" C.M.P. CONNECT TO EXIST.__ SHEET 90rt CMP IE=144.0 ` • CONTRACTOR TO PROVIDE SHOP DRAWING`; FOR CITY OF )TILITY PLAN TIGARD REVIEW 10 DAYS PRIOR i ,Ha ,. uG• TO CONSTRUCTION OR FABRICATION. 1"-30' CITY OF TIGARD STREET OPENING i SD3 PERMIT REQUIRED PRIOR TO SHOP DRAWING REV1E`N. i rs' ( OF N JOB NC 290828 '41 atl 11, b" s�► ,�IF-^1>, AI P.VENUE AS ISSUED FOR PRICING AND PERMIT 1/27/92 LEG I BI E THAN THIS NOTATION, A _ IIIIII �IIIII 1 IIIIIII Ilil'Ill IIIIIII IIIIIII ijT�T1T fT tilltlf VIII I IIIIIII III�T�T �III�I VIII I IIIIIII �IIIII I�IIIII I1III I III III l�l III IIII II ILIILij!1111pill AF1R1�. �3 1994 F ..-..+iaa..1+M�:'T11bfYW¢9t uisu¢uoges;.rst...�R.Sv« iii• I iI' THIS ,�'JCUMk,N]' 7S [.ESS 1 I J �� 3 I f o I �LI 6 � --�1�-- 8 � =-�- 11 -- 1 IT Ib DUE TO 'rim QUALITY OF �- - _ 7 THE ORIGINAL hut_'IJMENT. - „�E Z 8C LL 8ZV Z Y� L iZ OZ 8I 9I Lt 9T 4i 6i fii Ili ii i 9 9 L 9 I 4 ► � E T �I,I�.," ►„ IIS►,►,I,►„I►„►,,•,i,,,, I,►,I,,,�,,,I►,,,I,,,,I„►,I,�,►4►,,, ,,,,i,,,, ,►„I,� „T,I,,,, ,,,,I►,"�I►,,, ►,�,I,�►T,I„ ,,,►I,,,,I,,,,I,►►, ,,,,►,,,,I►,,,I►,►��h� u„l►„►�►, ►►I��II� � 11,►1►�►I �I►I►�I�I��I�I�� I RIM 175.89 N89'52'00"E 1098.74'(CALC.) (1068.9' DEED) _I IE 163.9 s N89'52'00"E 450.00' q II 177.47 G '� \ i 11 O b1 ,� �• io II s 3 ASPHALT ' , b �• h '� 1_ , I , 'm 7 �?, II �O 0 �°' .1 aE >e--� -_ x=_ x- ---�=• Z _ ---t�---Y-�•--K _ ._--x - - -_�` 176 17 G 'c--�-�`G- `� ' _ aJ ------___-- _ - ___ _ _ "_ _- _-" -'� -=�k--_ --- - =x--' __r 0•Ci IA1SQ��-- -_ _ -- `_ _ _ _ - ---_-__ 1 75 0 ' SAN MH \\T ,, �� - - -- -- - --- --- - T,38A6t�_ -- - ��-_ ---- --- C l - " --- i _- _ _-__--�- 1 RIM 175.53 ---'-_ - - - - ----- --- - - - - -- -- -- -_-_- - o' '== _ _-- •• `J. - o- -J .o- cr -- -_ , --I / Ss� Het. wALL s� IE 163.1 , _. _ - - - -- - -x--- - �c- --- �__- ---_-_ -_ _- �\ J� _ __ no___ a ��- M - •,� J ti . b _- --� � , tl (/ ��g1abv, �^ +��- -_ r r _ -7! Jk �C� \ .7' sJ�J. �^F �" >1- - - - `.f�� ,/ f, ` ^ ' ', , !��0.5 �f,'F �A �f Q O 11 , z CSV LLJ �J1_ _ • ,' \, ` ` ` ' ` 16•,5611 t•d"6w\��L� •I '�� ASPHALT �. Z ` 5• - - ----- w + - -- - - - - - -- - - --- ---- ' ' -- - . ` SO 4s jam ; - _- 44 I \\ � 6, fJ � Z tY�) ' 1 -_ - - --_ r`ll ' Q V) 171.97 0 OL ' x J _ _-� `\` 'J•- - - __ --_---_��' t6S,50 I f j ' ' Q 1-- ° _ - -- 1 ay IL-z •ls ,.. ,�- -l - " 6.12' ( 1 ' 0� N00'08'48"E 1 N i 9it � _ •, _ ----- - -- - -- ` -- ;,"~��-- - ---- - II11 1 ,56.36 158.69 - � � 171.35c x - id sem' ° , ''I ' ' e W z�O 173.56 (CALC.) \ I - _ 'ao - -- - -- ta•14•nL `'pl ; 'SB ';Y, W Ln of QO,j (180.0'DEED) '-,--- ---- - -- - -- ° - ---- ------.J)ll l �S J � m c„ ' x 165.82 ,.'/ J,' �,' �,' '/ ------- -10'A,l/!I C U3 �Zd IE 12"CP _- ^y_- _- �,' ,' ,' , - 18`1 59-✓ / 14,J , C �L ~ J N W-MHO I ' ' , f , = O;. ' 11 - - --- -- - ' �/ ' �� i'/ '' r' •I ,/ X. (noo _ (yam/\ RIMM168.56 11 i "-,SS �,. ',, /�,' /.' 157.93 ? /� IE(N)162.35 _ - lE S))162.21 i (� 11 I 87 OB " - i •� Av ' !� '� `1 IE�E)16'1.26 , �p sS RIM 157.71 / 1 I mss! , O Q / ! �� ! / f7 C1'3 (SIP) 157.79 ' kle 157.87 �� ,�in (CALC) R/W CURVE 1 I I �' /O N W ., - 8'47 51 ' 11 a' "�- _ -' /` ,' 000 EXISTING f-- _ 1 p R = 425.60' ce 164.43 El wiv; ___---- - --- - -- ----- ® r''/ �'' '/ �" LP O ,56.37 p M BUILDING z L = 65.26 /I 1 a. ---------- -- -- b+,`A i ! ' ` Q W 65.19' LAI SAN MH I �� I x16 30r - -- _ - r `1 L RIM 166.21 I I x;10 I IE 156.2 ro V 1013 TEL~ , i 63.76 - - - ---- -- - -- CURB _ i 1 I -- -- --- J' ,' 1! ,' �S •,58.56 \7 ,� V J�j SW LANDMARK LANE % \0 ..,6"70 i W i`+� W I yy ' 1 .•'/ �' ,'' 158.54 t.Y. Z , / 0 � ST MH �y"� I s`�O 6ry� SS x RIM 163.20 �L' Ia, G b Pii - _ _ __ __ O .� IE�N 156.20 ` �V N �0 0 - - --------- " ----- ----- -- ' ASPH. I 1 IE�S�154.9000R8 w00 I --9T I ' 1 1�p Fsr 158.32 x I M �O ` ma LPo a"SYC Q 1162.15 I I - M- \�' ------- - -fit =--- ' 17� --- -- - -- ---- ---- '` .r ? u SANITARY SEWER z CL I 8"SYC i MONITORING O �G 140160,30 ® - ` �. x ' ^ o - V I -- I �' x `O�yG - - , �s ® 8"SYC a° 57.84` 158.55 I x ',� ,h11W n ' .' 57.87 1 � � -J,. >K\ W-VAULT ' ___-- - WEST \ G/M O RIM 160.60 ' I ,x -- ^___ -- / /18"SYC PLANTER HYDT G \ > 32.2.4 __ x IE 146.80 , I _ - /• _ _-__ oA=� I �Ob B"SYC 157.49 -X" �o� ' ` - s> , a„S -- ^ _ 4.31'(DEED) W I ' _ , ''� ® Y __ - -- - - -, NOR1�9'50'20"W 6. '/ 10.00' to i \�\ 159.30- ASPHALT - x PLANER ro' L W w - !S � g M 6? "SYC 156.55 G op I i 155.7 IE x 10"SYC ® yG 2 S `4j0'r1'L �SI� 03 , ,1 ,' O '_® - 3 C1 �. S > S 1 S , _,T._ 1 V I S , 11 -T6+ 1 ,' II , Ac,pH►} PP 8"SYC 0 156.70 I > u ' III i I ^ ' -^_- OLP_ - ' ' a`'O ! 1510 A Note: See City of Tigart Street I Q 1 It w I O •'S .-nprovement "AS-BUILTS' for 11 rl' 8"SYC ® 19 C,.M rr) 3os I utilities in SW 72nd Ave. 00 ,�, hTo o•' O _- C dPPu / O 55.83 r II x -- _ __ _ �h�O'' L- -" I S AS - AUTO SPRINKLER I r , 11 , -- -- - -' ~ LP - LIGHT POLE (U I N _;_ u _ ------ - -" -- I P = PINE TREE d „--- ---7- I --'`- �� 6"M � M m MAPLE TREE N t I I If 155.70 ; r-•� � ; fl � '" 10" P ® �S I SYC = SYCAMORE TREE Ly,l If + _ _ -'X20' WIDE RAILROAD EASEMENT I CW - COTTONWOOD TREE W Bk.63,Pg2u, 5' 20 �isC MAD = !6"DRONA W i (n _fl�_ -'--- ----_____ Rec. Oct. 18. tilN- 155.83 - H - HAWTHORI. / ' 'it +� _`-e SCALE: 1' - 30' AL ALDER ' 0 41r {�� 12"P � �/ 8" SC LE' - I I O I 55.40 m o 1S '^ p i z (1 154.43 fE 10"P ® Ln �S? v , I Ix C O I I I w 155.52 w �. ' 10"SYC ® c, 1 I I EXIST. BLDG. �tx�0 155.37 SAN MH W-MH i ', RIE 150.08 SANITARY 155.23 O I W/V 10'�S W-VAULT STATION __-W-�"- gT I W-MH n o i + do METER W l W Of RIM M55.46 ' b' I g'•CP \ Cg--- - -- - - X153.16 IE O S>r� �O ---- - - - - 15352 W-- W� �1-- - - -_ __- - -- -- - - - -- -- -- ---- - ----- ----- - -- -& ------- - - - t'- -- - - --- - --- - - o�'----- -----X x- -x cl- __ W L IE 109.35 AN/V- -- --, -- -- 19 CB RIM OI / �� _ 00 x x x �� x x--_-x x-` x -_-GAU-- - - -- W HYDT O 1 IN V �/e .40 G O 1 O HYDT O 15J- 5 n _ W W Ll 154.82 W/V S _ W _- iE(W)152.4 --c (E - _ o SL IE )152.8 O - -- G1Y-- - _-___ - _ --•_- - - CB FIM 152.75 _rte,- , i -- �r - - - - - 's� IE 151.35 153.35 G ISL ' N89'49 00' W sr 479.47 S�, " `9> , 153.04 • 00 C, 015008 - --- �-- F14J0'h� J'� SADA , ASPH 4P• I� , r !S� `7?J V •15306 ,� G SAN MH ' \` ` �c, �� I , s SJR e ✓,o L� `h�hti �� hh$ hti M1no �9 • .11 w ,, RIM 155.10 $ h o�. `'� `1� '� r 3 h _ IE 143.50 ;154.84 hr> .� cuR9 ` ��_�- �� `' - _ •15273 E •1S2.T2- ASPH. � IE(E)145.05 , ®6"M ®5"hi ' - ®5"M ®6"M e8"M et0•M Fa1o'M a»P • ,52.70 � Mr. ® 0 6 M 0 6"M ®6 ®6"M E e 6"M 'tb' ha bryy G/V ®2"M-r iv 2"M "M S CONC. 153.95 r G/M 154 28 �� ,o---x-x , X X • G s �A0 ASPHALT G ' � EXIST. BLDG. ,hryp� � s?'s �,r p �hry� yryryo�o 151.10 �Q • ryh^ oJs��' ,,pp; B �' p 1.13 L ♦�ll/�9 C C PARKING S89'49'00"W 479.55'(CALC) (449.77'DEED) o ee•M 0130.70 ts1.75 c `hti ASPHALT 152.60 • 150.40 •160.24 •151.57 Y�' •1SC.90 610' P -_ ---•-- JIM WEDDLE & ASSOC., INC. 5 8"IRF ��II 6,16.50' 1750 S.W. SKYLINE BLVD. / 150 G 1St 0 • nT`'•tSt'41 • PORTLAND, OR 97221 VAULT 0140.34 IE (503) 292-8083 -- •141.63 TOPOGRAPHIC SURVEY ,h,,� RIM 150.7'/ 10V OF A TRACT OF LAND SITUATED IN: ' °s NE 1/4 SEC.12.,T.2S.,R.1'VV.,W.M. • 3 -s��' __ - - �� `/ SHEET of Washin ton ``o° ,.�4'9Z- City of Tigard, County g EXIST BLDG. GD State of Oregon r- o L SD4 t�l ,�„ OF 5 JOR NO. iS to 290628 N 141401 �, hf-) 9W 72ND AVENUE _ AS ISSUED FOR PERMIT AND PRICING /92 - L._ /I (11 IR � - ` 2 J I - -- - _-- I III III III(III III III III I I I I I I III III IIII I III III IIII p 2 1 � IF' THIS DOCUMENT IS I,ESs Irlllr 111(11 IIIIIII III`'III IIIIIII (IIII I rTiilj � r11(III IIII IIIIIIIII IlllrlT Illlil IIIA I I � I I APRIL t-i3 1994 LEGIBLE THAN THIS NOTATION, L-----I ._.__.�---�[�_II -II 6 =1 I �L-- 11 15 I IT IS DUE TO THE QUALITY OF - L_ N.3A �,,, THE ORIGINAL DOCUMENT. --- -r-- E 8�Z B��Z LS 8Z Z 61Z BZ Z IZ OZ 8[ 8rI Li �I I lilllllll�lllllllll�llll IIIIIiIIIIIIIIIIII�IIIIIIIII�IIII IIII�IIIIIIIII�IIII IIII�I►IIiIIII�IIIIII�II�l�llf►lilt►l►►1,11►�Illll�►,III 11I►l1►1►111►11�I►►Ilil,ll►1►►ll��111111111 ►�li,Gl►►�l►Il�lllilli'1111ll111111►,��1„�,�11�1L1llflli, I,,,►W„� IIII I `Vu'�...i. :....,. STRAW BAL SEDIMENT BARRIER GRAVEi,�QN TR TON ENTRANCES r "-'�• ,_.W. �1. ' -"` . , TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONST'TUCTION SITE BY TO REDUCE THF AMOUNT OF MUD, DIRT, ROCKS, ETC., TRANSPORTED ONTO ROADS Q 1�� --� (`1�5i TEMPORARY PHYSICAI 13ARRIER TO SEDIMENT AND REDUCING RUNOFF BY MOTOR VEHICLES OR STORM WATER RUNOFF BY CONSTRUCTING A STABILIZED -_ _-- ,..._.......� " _.. .._.__._._-............... •.:.��.� •:�::_W_.._..__-._..._ :_._.•�"'r ... . _._. �..y.._,...:_' PROVIDING A G- VELOCITIES. PAD OF GRAVEL AT ENTRANCES/EXITS TO CONSTRUCTION SITES. L - CONDI UQNS WHERE PRACTICE APPLIf�;_, L2�2ULQN5WHERE PRACTICE APPLIES; W tn co • . `I STRAW BALE OR FILTER } . - FAB'�IC FENCE SEDIMENT MAY 8E SUBSTITUTED FOR TEMPORARY SEDIMENT FENCE FOR 1NSTALLATI')NS AT ANY CONSTRUCTION SITE WHERE TRAFFIC WILL BE LEAVING THE SITE AND Q � �� BARPIER (CONTRACTOR OF LESS THAN 200 LINEAL FEET AND FOR SINGLE-FAMILY OR DUPLEX MOVING DIRECTLY ONTO PUBLIC ROADS, OTHER PAVED AREAS, OR OTHER _ C w i OPTI)N). RESIDENTIAL CONSTRUCTION ACTIVITIES ON EXISTING LOTS OF RECORD. APPROVED ACCESS POINTS. (> ET. y a00 , (A V AT TOE OF SOILS STOCK PILES. QESIGN ITER! SPECIFICATIONS: O N U m M IN EXISTING, UNDISTURBED DRAINAGE DITCk IES/SWALES USED TO CONVEY SEE DETAIL 2, SHEET SL`5. o O ;� d. Q DRAINAGE THROUGH DISTURBED AREAS Oc" CONSTRUCTION SITE (AE ALLOWED a Building BY THE JURISDICTION), MATERIAL SHOULD BE CLEAN PIT RUN OR 2"--MINUS GRAVEL. 86 m • rn x c M Q QQSIGN CRITERIA/SPECIFICAT;Q1N,._ THE GRAVEL PAD SHALL BE AT LEAST 8 INCHES THICK AND 50 FEET IN a I F.F. 167.00 LENGTH. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND 0 � I SEE DETAIL 1, SHEET SD5, FOR DETAILS OF STRmW BALE: SEDIMENT BARrIERS EGRESS AREA. (A 20-FOOT MINIMUM PAD LENGTH MAY BE ACCEPTABLE AS I-- C V) o 0 ALONG SLOPES. APPROVED FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL CONSTRUCTION Q .- w N r\ SITES, � � I STRAW BALES SHALL BE STANDARD 40 TO 60 POUND RECTANGULAR BALES OF V) c_o o 0 I CEREAL GRAIN OR SEED STRAW. ADDITIONAL GRAVEL MAY HAVE TO BE ADDED PERIODICALLY TO MAINTAIN LaJ • m 0.-, /-� . • PROPER FUNCTION OF THE PAD, ON 2. I STAKES SHALL BE WOOD OF SIZE AS SHOWN ON DETAIL 1, SHEET. SD5, f r DRIVEN THROUGH BALES AND INTO GROUND TO A MINIMUM DEPTH OF 12 IF THE GRAVEL PAD DOES NOT ADEQUATELY REMOVE DIRT AND MUD FROM Z O o rx .. . 1.S' 3 I �.... • . - , ., f /• / 1�-.2 � INCHES. VEHICLE WHEELS SUCH THAT MUD AND DIRT TRACKING IS EVIDENT OFF SITE, w � u� �Ah n r- :I ck l ADDITIONAL MEASURES MUST BE TAKEN. SUCH MEASURES MAY INCLUDE Y v (A v" F'�' Lr) STRAW BALES SHALL BE KEYED INTO EXISTING GROUND FOUR TO SIX INCHES, HOSING OFF WHEELS BEFORE VEHICLES LEAVE THE SITE OR OTHER m o m L --, __�TI i I CONSTRUCTION TECHNIQUES/WORK OPERATIONS MODIFICATIONS. WHEEL � v rn .� GG -• STRAW BALE SEDIMENT BARRIERS MAY BE LEFT IN PLACE OR USED AS MULCH WASHING SHOULD BE DUNE ON THE GRAVEI, PAD, AND WASH WATER SHOULD ` to U AFTER COMPLETION OF E WORK IF APPROVED BY THE JURISDICTION LT TRAPPING STRUCTURE PRIOR TO LEAVING THE � Q o ci a l�......L _ �. - - I ci DRAIN THROUGH ASI - _ ,,,�,• ` .^_..,.__�.._._.....__..._.._._.,.� �. CONSTRUCTION SITE. � � .•... I ` •••••-(�16`I - AT NO TIME SHALL MORE THAN A ONE-FOOT f,EPTH OF SEDIMENT BE 5 ALLOWED TO ACCI.JMULATE. BEHIND STRAW BALE: SEDIMENT BARRIERS. USE SUBGRADE REINFORCEMENT GEOTEXTII_t UNDER GRAVEL PADS FOR ALL .._. __._..,... r l �*a,. a.4�:_!1-� ..�',. I "'""' 18� )`-�' •"' ! 16.1 ` SEDIMENT SHOULD BE REMOVED OR REGRADED INTO THE SLOPE, OR THE BUT CONSTRUCTION OF A SINGLE FAMILY/DUPLEX RESIDENCE ON L, ^" y i I NEW LINE OF BARRIERS INSTALLED UPHILL OF SEDIMENT-LADEN BARRIERS. EXISTING LOTS OF RECORD. _ ....,. 1fi3 64 TEMPORARY SEDIMENT FEN La STORM DRAIN INLET PROTECTION fv STRAW BALE OR -- �... _~''""•--may r �...� � ; BLOCK AND GR:+VEL 7 `'»-••- - "��-�•"' PURPOSE: PURPOSE: i BARRIER AROUND C.B. ` ,� (TYPICAL) / } TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE BY TO PREVENT SEDIMENT FROM ENTERING STORM DRAIN SYSTEMS PRI)R TO PERMANENT t HNL)NAlARI/ LAIN,, � + �� PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING RUNOFF STABILIZATION OF DISTURBED AREAS. N / O � ` � ( VELOCITIES. CURB QSINDITIONS WHERE PRACTICE APPLIES: CONDITIONS WHERE PRACTICE APPl IFS WHERE STORM DRAIN INLETS ARE OPERAT!ONAL BEFORE PERMANENT STABILIZATION OF DOWN SLOPE OF DISTURBED AREAS WHERE RUNOFF MAY OCCUR AS SHEET THE DISTURBED DRAINAGE AREA. •� o RUNOFF. ADJACENT AND IITH MMEDIATELY BASIN DRAINAGE. AT UTILITY TYPE CONSTRUCTION IN EXISTING V) AT THE TOE Of SOIL STOCK PILES. ✓��, �� I AT INTERVALS AS INDICATED ON SHEET SD5 ALONG THE CONTOURS OF DESIGN-C '!TERIA/SPECIFICATIONS: _ -�1J •.✓ - •• -• `` �. ��i'/ �4i` / � /u / /�� r `• LARGE DISTURBED AREAS. SEE DETAIL 4 OR 5, SHEET SD5 FOR STORM DRAIN INLET PROTECTION. ® � Z r }61} } - '--..~''�., ' ,, �1` " _ A GRADE BREAKS EXCEEDING 20%. DRAINAGE TO FLOW THROUGH THE FILTERS AND BERI S MAY BEREQUIRED 0- PREVENT BYPASSING OF THE INLETS. " - - --" FOLLOWING DISCHARGE FPOM A. SEDIMENT TRAP OR POND. / .--- '��``` "•..,, icy q 1 0 TIME SHALL MORE THAN A ONE FOOT DEPTH OF SEDIMENT BE ALLOWED TO __• 1. SEDIMENT FENCES SHALL NOT BE INSTALLED ACROSS STREAMS. ACCUMULATE AGAINST STORM DRAIN INLET PROTECTION MEA.'URES. SEDIMENT MUST ED AS NEEDED TO MAINTAIN Z 1 ;6 �. THEIR SEDIMENT TRAPPING AND FILTERING CAPABILITY.ER _ .._ . "...-_ - BE REMOVED AND INLET PROTECTION /��- •.�, _.f;, •'"_,,,,.,,�_ . ^J,^,,. -.�.... /SPECIFICATIONS: 1 SEE DETAIL , SHEET SD5. 1 � ,.�,' SELECTION OF FILTER FABRIC TENSILE AND BURSTING STRENGTH 1 [ FABRIC ATTACHED TO .. `_•til 1:_ . ,z7,.2 �_ .7.,� � ��..�; r .. T 41 _ - GTH A CHARACTERIS-ICS DEPENDS ON THE SUPPORT N /- - - -• t j7 y Z^,�` 5, -{ CHAIN LINK FENCE NEED NOT POSSESS THE SAME STREN S ONr ' ` _ - I ATTACHED TO A FENCE OF 6 BY 6 INCH REINFORCING WIRE. SELECTION IS - r, THUS BASED ON STANDARD ENGINEERING PRINCIPLES, SYNTHETIC FILTER i FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF SIX MONTHS OF EXPECTED USABLE CONSTRUCTION z r ter" LIFE AT A TEMPERATURE RANGE OF 0"F TO 120'F. Q y J -ROCK CONSTRUCTION � � �,�� ,/ �, � � � ALL MATERIALS TO Eat IN GOOD PHYSICAL CONDITION TO PROVIDE PROPER ' [NTRANCE, (LOCATION ,/ SEDIMENT RETENTION a. VARIABLE), EXTEND` MIN. / AT NO TIME SHALL MORE THAN A ONE-FOOT DEPTH OF SEDIMENT BE J 50' INTO SITE. - f ALLOWED TO ACCUMULATE BEHIND A SEDIMENT FENCE. SEDIMENT SHOULD BE REMOVED OR REGRADED INTO SLOPES, AND THE SEDIMENT FENCES 2-2"x2"x3' REPAIRED AND REESTABLISHED AS NEEDED. PEGS EACH NOTES: BALE _ _ 1. EMBED BALES 4 TO 6 [i! INCHES. .7 U EXISTING ••- ` ' 2. DRIVE STAKES MINIMUM J~ r f r GROUND SURFACE GROUND E. O 0 :x ✓ r'" 3. ONLY TO BE USED FOR U � M INSTALLATIONS OF LESS -�^ - PROFILE --TOE OF SLOPE, OR - �- r THAN 200 LINEAL FEET �-•� M� GRADE CHANGE >=20% AND FOR SINGLE FAMILY OR DUPLEX RESIDENTIAL Buildirg C CONSTRUCTIONS ON O SINGLE LOTS OF RECORD F.F,158.00 _ OCA`` /1�,5 r�>q"• ;,�I4ir r�>Q,°., _EROSION CONTROL PLAN -rT� �,? '"' FLOW - � ELL J 1"=30'-30 BALES TO {' r , rc��,. �' I. BUTT TOGETHER _. j < FLOW ;; -. ,p�PROF EROSION CONTROL NOTES: PEGS EACH EDGE OF SITE �gw`G I lugs/p ( �, BALE ��. :: '.� >` :� ^..' CLEARING DISTURBANCE y �' a' 1. "WASHINGTON COUNTY DE=PARTMENT OF LAND USE AND TRANSPORTATION fg / tV 15,504 �' EROSION CONTROL PLANS" SHALL BE CONSIDERED A PART OF THESE TSE OF SLOPE ' DOCUMENTS. 1'H_ CONTRACTOR SHALL OBTAIN A COPY OF THESE •i"'.'� �.� ,.• _ ��J T "•" Q ,• r,t i r.. REQUIREMENTS, BECOME FAMILIAR WITH THEM, AND BE PREPARED TO o�G0rt-- ' SG:75 IMPLEMENT THEM AS NECESSARY, FAILURE TO PROTECT FROM SILT RUNOFF, , DIRT TRACKING ONTO STREETS, OR TO CONTROL DUST WILL RESULT IN FINES, �2y 25.�� SHUTDOWN OR BOTH. PLN R� K0� } S A 7t c ,r n ' DATE: �: 1;;a.. -.... 1.53.8, ?5.7.4.., 1..5 ? .;., a,.. 1/27/92 �,: y 15 ,T , STRAW BALE SEDIMENT BARRIER_ DRAWN • r DETAIL N.T.S. RA BY: 1� - S. SHUMAKER -- CHECKED BY: K. KOROCH D S89'4;a'O':�"W 479.��5'(Cl�.LC) (4.49,77'1)E:ED) 1. - _ REVISIONS: I �— _. No fl WIRE SCREEN CONCRETE BLOCKS 20' iA[NIMUM r 1.ELI. It-TER FABRIC OVER C.B. 1-1/2" SQ. K.D. WOOD POST, - GRAVEL FILTER STANDARD OR BETTER. FILTER FABRIC MATERIAL 36" WIDE ROLLS, WITH 48" POST GRAVEL. FILTER ® 8' O.C. USE MIRAFI SILT 0,2.E S FILTER FABRIC MATERIAL 36" -�—! - - FENCE OR EQUAL. _ ,QF WIDE ROLLS, WITH 48" POST _ I VARIES I 1 5 p� ® 8' 0.C. USE MIRAFI SILT ___ �Q PcY S FENCE OR EQUAL. 1 L 18' TYP. o GWIRE SCREEN 992 ELLE RIGHTS RESERVED TES,P C _ I I THESE DRAWINGS APE THE PROPERTY OF N N OVERFLOW -'1 DIKED IN ANY WWNER,EXCEPT WITH 1HE t I I -- A)AND IAR. NOT TO BE�VSED ASSOCIATES. PC 0S RADIUS=25' MIN. \ \ _ a �r WWI PRIOR WRITTEN PERMISSION OF M/SA CLEAN PIT RUN OR-- j -ID-�I- RUNOFF WATER 12"-.24" SHEET 2" MINUS GRAVEL -�-� - _ _ _ _ _ _ W/ SEDIMENT PROVIDE FULL WIDTH I-m-l - Ill �m-J T- _ 7� �20� CATCH BASIN SUBGRADE REINFORCEMENT / I T-II-- GE0IEXTILE, AS REQUIRED 8" OF INGRESS / EGRESS AREA -- -L1�-_ _ cli DEPTH BURY BOTTOM OF FILTER MATERIAL SEDIMENT DROP INLET r14 SD5 f IN 8" X 12" TRENCH W/ GRATE CONTRACTOR SHALL REGULARLY INSPECT --- - -- -- -^ - - --- --_ _ --- -- - r--- - - FILTERED WATEE' - FABRIC BARRIER AND CLEAN OR REPLACE * 20' MIN. FOR SINGLE FAMILY AND 8' t AS NECESSARY TO MAINTAIN EFFECTIVENESS. DUPLEX RESIDENTIAL. 6" MIN. - OF 5 m - 2" x 4" WOOD POST, STANDARD OR BETTER JOB NO. N 5 CATCH BASIN SILT PROTECTION N.T.S. 8 N 2 CONSTRUCTION ENTRANCE 3 FILTER FABRIC FENCE BARRIER �4BLOCK AND GRAVE. INLET BARRIO 290628 DETAIL N.T.S. DETAIL N."AS ISSUED FOR PERMIT' AND PRICING 1 /27/92._ 14140 R< 60 SW 7 'NU FIVLNLt 1 OF Is L''!RkT" '"lIII" IF THIS E�UCUMtN'f 1S I,I.S5 , 7(I III �i;I II! ISI III III 'I I III Ili�l l I I ii1 �I III I�I III I�I III III f�IrIT111111 III I i III �I SIISII IIIIII I�I I4 . 1 11111 i,lllllll III III Illlill IIIhEGI(3LE THAN 'I'H1S NOTATION, i T I I II to APRIL �_:,3 1994 ._ _ 1-- 1---- I4I � _ —'L—��l l + IT IS DUE 1'O THE QUALITY OF _--- No Oe THE ORIGINAL DOCUMENT. T— - �(� bb 9L L,L 8Z Z YZ II E I T�Z i7. I Fo, I 8r- +LI TI,, 41 6T EI Zi iI I �iI T8 �►„►,I„11,,,,„1,1,,,,,11,11,,,I II I►V,►„ 111,1►,, I ,►„�I IH 1111�H 11,I I I ,,,II►„► ,,,,II,,, „I,I,I,I Illl Ill,ll1111111Wlillllll Ill►�ll,l I►llll�lllllilltll llllllu llll!IlI►I1111I►Il,,,llllll Il I I I l l l I I i IiNI II ENGINEERS COST ESTIMATE: TOTAL COSTS: _ 320 L.F. 8" DI ® $24/L.F. $7,680.00 PIPE LINE $22,760.00 • 310 L.F. 6" DI ® $18/L.F. 5,580.00 2 - 2" METERS ® $7,705/EA 15,410.00 CUT IN 12"x8" MJ TEE WITH 3 FIRE HYDRANT ASSEMBLIES 01 $2,000/EA. 6,000.00 2 - SPRINKLER CONNECTION FEES ® $1,250/EA. 2.500.00 THRUST BLOCK AND 12" MJF-INSTALL 8" MJ 45' 1 TAP AND VALVE AT EXISTING 12" MAIN 2,000.00 $40,670.00 BUTTERFLY VALVE W/SOLIDBEND W/THRUST 1 TAP AT EXISTING 10" MAIN 1.500.00 SLjEEVF. BLOCK $22.760.00 MATERIAL LIST: Z" WM 8" TJ DI PIPE, CLASS 52 320 L.F. 0 CONTRACTOR'S_BID ESTIMATE 6" TJ DI PIPE, CLASS 52 310 L.F. Z 2" IRRIG. TEE CONTRACTOR'S BID ESTIMATED 12" MJ BUTTERFLY VALVE W/SOLID SLEEVE 1 EA. ! ( I (ESTIMATED) $19,288.00 'r FDC 8" MJ 45' BEND 1 EA. Building D TWD (12% ADMIN., OVERHEAD, ENGINEERING) 2,315.00 8" MJ 22h' BEND 1 EA. ENGINEERING (6%) 1.157.00 8" MJ 11y' BEND1 EA. w v' 22,760.00 8" MJ BUTTERFLY VALVE 2 EA. W 8" MLC x MJ BUTTERFLY VALVE 2 EA. Q�� N� 8" MJ x FLG. TEE 2 EA. 8" MJ x 2" 1PT TEE 1 EA. 0 rn 8" x 6" MJ REDUCER 1 EA. I �� •2W ( 6" MJ 22�' BEND 1 EA.6" MJ xFz [] c� r• I�OMEST/C INSTALL FIRE HYDRANT ASSEMBLY 6" MJ PLUG TEE 1 EA. W Q w o ® 1"=30' FIRE HYDRANT ASSEMBLY 3 EA. I— a N o INSTALL 8" MJ BUTTERFLY — �c( -'�1i W Q V) 0)� VALVE, 8" MJ 22.h', AND S�.9S 1 8" MJBLOCKS.1y' BENDS W/THRUST prS _ __- --� "Pmv _tfOf CONSTRUCTION NOTES N 0 o 614 1. AN ESTIMATED 12% OF THE WATER SYSTEM COSTS MUST BE ON DEPOSIT PRIOR TO BEGINNING Z O v v w o INSTALL 8" MJ x 2" IPT TEE— cl, CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TIGARD WATER DISTRICT (TWD) STAMPED n \ qS APPROVAL ON CONSTRUCTION PLANS. w � _j m 0 rn SS — INSTALL 6" MJ 22h' BEND INSTALL 8" MJ x FLG. TEE '•� WITH THRUST BLOCK 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TWD STAMPED APPROVED PLANS ON THE O D 3 Z w W/ THRUST BLOCK, 8"1 FLG.j x C'/ CONSTRUCTION SITE AT ALL TIMES. (,� r vi Q N MJ BUTTERFL', VALVE, AND INSTALL A" MJ x\ U o~^ 8" MJ BUTTERFLY VALVE. FLG. TEE AND 8x6 -PROPOSED 15' WATER 3. NOTIFY TIGARD WATER DISTRICT 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, TO SET UP D- rn of� i MJ REDUCER �`�,_ LINE EASEMENT A. PRECONSTRUCTION MEETING. TELEPHONE (503) 639-1554. r 0 o:n cn o� 4. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA STANDARDS. ��•.. � I 5. ALL WORK WILL BE INSPECTED AND APPROVED BY TWD. W '54) j...ANDMARK _LANs I 7.5 6. ALL. PIPE AND FITTINGS WILL BE DUCTILE IRON, CEMENT-LINED. PIPE WILL BE TYTON JOINT '`�•. �� -6" CLASS 52 D.I. INSTALL 6" MJ x FLG. TEE AND DUCTILE IRON, CLASS 52. z �� .�'\,_ /_6" MJ PLUG W/ THRUST BLOCK ' cr i� , / 7. 36 OF 3/4 MINUS GRAVEL COVER FOR ALL MAINS IN STREETS, PAVED AREAS, AND RIGHTS-OF-WAY. w U II `� 8. ALL VALVE OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE U OPERATING NUT EXTENSIONS WILL BE REQUIRED. Z, CLQ 9. POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 SQ. FT. OF BEARING SURFACE ARE REQUIRED (n AT EACH TEE, CROSS, AND BEND LOCATION. O I ' 0 -- Lj 10. FIRE HYDRANT ASSEMBLY CONSISTS OF AN 8" MJ x 6" FLG. TEE OR 6" MJ x 6" FLG. TEE AS �J [�Z t EXISTING PRIVATE REQUIRED, 6" FLG. x MJ GATE VALVE, 6" MJ x MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION LLJ FIRE HYDRANT FIRE HYDRANT,NST PUMPER) 136 PENTAGON OPERATION UT, OPEN2LEFT,NSA COL.OR:SYELLOWECTION, 1-4 Z of INSTALL FIRE HYDRANT TO REMAIN � ASSEMBLY N W ® 11. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1h., CUBIC Lj I' YARDSTOFS RUSHED THE ROGKr FROM DRAIN EARTHROCK. COVER TARPAPER W.LL BE LAID ON TOP OF THE DRAIN 0 w L� �I I mQ w 12. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL ® F-- `'! vnul.r BE ENCASED 1N ,4 REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDES wr.,I HY04 OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90' WITH Z CLQ AT LEAST 18" OF SEPARATION BELOW THE WATER LINE. O 13. ALL MAINS SHALL BE TESTED AT 150 psi FOR ONE (1) HOUR WITH A MAXIMUM LOSS OF 5 psi. _ STATIC PRESSURE = 100 psi. c 14. ALL MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. W yr BACTERIOLOGICAL TESTS WILL BE TAKEN BY TWD. r^ 15. TWD WILL INSTALL ALL COPPER SERA ICES PRIOR TO BLACKTOPPING OF STREETS. WATER METERS WILL BE Z V INSTALLED BY TWD UPON INDIVIDUAL REQUEST AND PAYMEN r BY OTHERS (OWNER) OWNER TO PROVIDE PRESSURE REGULATORS FOR 1h" AND 2" METERS. ¢ , -7-1 14 .... -- — 16. EVERY METER THAT IS USED FOR OR CONNECTED TO AN IRRIGATION SYSTEM SHALL HAVE THE PROPER r' OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE INSTALLED AND TESTED BY OWNER. 2" SERVICES Ld REQUIRE A MINIMUM OF A DOUBLE CHECK VALVE ASSEMBLY BEHIND THE METER. F-•" 17. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER WILL ADVISE TWD �., OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL. BE ADDED 10% FOR TWD INSPECTIONS, WATER LOSS, p PROOF OVERHEAD, ADMINISTRATION, SAMPLINGS, ETC., AND 2% FOR ENGINEERING REVIEW, INCLUDING "AS-BUILT" s' I DRAWINGS, UPDATING THE MASTER MAP, INTERSECTION MAPS, ETC. V) ottt bN r 2s," ' MODERN ELLER CE 1 N1 k PlRE HYQRANT. �9RL KOROG i r�) A-4M12 �' S1/4'MV�,3 ('bf71 -2 1/2 NST HOSE Gf GITION,1-4 I N9t PUMPER),11/2' PENT OPP NUT,OPEN L� 1,0171.10R,YELLOW I rV1 DATE: / / 1 27 9?_ • . • t&" HCHIND BACK OF CURB DRAWN BY: �I v, {0 EWALK I'.d' HEDACK OF S. SHUMAKER Building C CHECKED BY: w II K. KOROCH ate I - REVISIONS: • x' no IRON VALVE fIf1X 'ASSEMBLY 2" ME i ER I � �1:. f - — 3 3" OR LESS - I 1n rn I' Ai !Ti.l � -• -. ••I• - -- II COVERDRAIN r •f - N r / ROCK W/ TAR PAPER a rt rl►i OEfORE BACKFILL W....MH I 3 �Q .11111 w;^ EXISTING 15' WATER LIN O -SAN M'' > II'I- ,---MJ HYDRANT OUTLET �� w-MH EASEMENT MiTZGER WATER �� r, - �i� i5o��; a '!.I �,^.r' ,kwe� F �� r CUT IN 10' MJ x _8" L., TEE 8 PONII0101Nr: 11 6''MJItFLG (fV - , DISTRICT). ;� °p AND 8` FLG, x MJ BUTTERFLY w-VAULT I 'I' I I �___-___..�.—._.___._--______-_ 1 MACk[NTE ENGINEERING INC VALVE WITH THRUST BLOCK h MET�fr > 11 lees ALL RIGNTS RESERVED hj t r EXISTING PUBLIC x ,�I _ HES DRNlIAWING ARE THE NQ INROr RTY OF RE OF W;" T. ...., — �i —� _, ....Go yy W w ._ I / T i/ —.. AIIA _ _ iP PRIIN7 ANY MANNER. ExCEPT PERMISSION VOTME J } _.___ _� TO REM ...... _.... ... ." DE FIRE HYD AN _ _ w .' 10 W w� 6"Md•MJ H4LdINO W0 [ f�RN F011,M MAIN r r r AIN W/ III Fl. c / CL [ SHEET �i..�.."""�"""...�...W4"x8"R 18" CONCRETE BLOCK REMOVE EXIST. F.H. i ii2"3/n"Or ROCK DELIVER TO TIGARD WATER DISTRICT. INSTALL NEW �2:_QQME5TIC TAP BY — FIRE HYDRANT ASSEMBLY TIGARU WATER DISTRICTwi 1 FIRE HYDRANT ASSEMBLY DETAIL OF N.T.S, JOB NO. a 60 SW 7-2NG AVENUE A8 8UBMRMD FOR PERMIT AND PRS 1/27/92 29062$ h OF 16 ...r•Irl�. •l11w+n. ...._.. ...".. .-._.. .,k.. ....... .,, �, rx-.r. .... _ m „-r- _. _._.,. ._ aRAya�l tr r' ' *,,A I ~ IF THIS DOCUMENT IS LESS -flI IIII IIllllll III IIII Il1 � � 111lIIIIIII 1111111 II 1 l _ - APRIL 28 19941 2 3 � l� 11 IT IS DUE TO THE QUAL - lLEGIBLE THAN THIS NOTATION, I l� IT No 3f G.t ur1•ty, THE ORIGINAL DOCUMENT. --Tr--�11 t9l, Z9ZZ6Z £Z 7 iZ T, 8I 8i Lt 9t 4i irit £t ZI ttt 8 9 L 9 9 f v G t�iruR)Ii )III Illi Illi )III Illi Illlillll 11-111llllllll )III llll )III jllllllll Illi )III )III )III )III )III)III )III Illllllll llll Illi I1 )III jllllllll�illl jjlj Illi llll�lljlllll ll jll l►llllllll Illilll 11 ill IllllilWlll jlll Ill IIINIII 5 4 r KEYNOTES ---- A . E3 C q7 D E_ F A7 H J -- TYPICAL DRIVE-1 1. CONCRETE FILLER STRIP. SLAB REINFORCING CONTINUOUS 1---------I DOOR PANEL 40 '-0" THROUGH JOINT WHEN TOP OF FOOTING 1S 2'-0" OR _- 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" A. 25'-0" MORE BELOW TOP OF SLAB. 181-0" 18'-0_ 7'--9' 13'-9" 18'-0" 18'-0" 18'-0" 18'-0" 2. 5" CONCRETE SLAB ON GRADE WITH FIBRE-MESH - - - - - � OVER 6" CLEAN CRUSHED BASE. 3'-6" 3'-6" 3'-6" 1 3'-6" 3'-6" 3'-6" �� 3'-6" i 3'-6' 3 -6' -3'-6" � U I 3. CONTROL_ JOINT, SEE DETAIL 9/A9, NOT TO OCCUR OVER FOOTING. - - ------ -- -----�--- �_---_ - __�. - ��- ---- - =L �� _�, `D 4. CONSTRUCTION JOINT, SEE DETAIL 10/A 9. LOCATE IN LINE Z r� p -i '� WITH EDGE OF INTERIOR FOOTING, NOT TO OCCUR OVER FOOTING. O 5. TS 7 x 7 x 1g ------- 1 , lg /; - ___ ___ 1 6. 9'-0" x 10'-0" DOCK HIGH DOOR TYPICAL. pro 7. 10'-0" x 12'-0" DRIVE-IN DOOR TYPICAL. r^ O 8. 3'-0" x 7'-0" HOL LCW METAL DOOR AND FRAME, TYPICAL V J rn v 1 1 I 29 1 9. ALUMINUM STOREFRONT GLAZING SYSTEM. Z 'v6 10. 6" x 6" DOWNSPOUT. I 11. SIMPSON SA--36 ACROSS EACH GLU-LAM BEAM A7 EACH W"- - PURLIN TYPICAL, SEE WALL SECTION 2/A7. Z N I I I I I I I I I 1 f n I 1 12. BUILT UP ROOF. W Q 7 N rn - } - - o a o a o o I I I I I I I I I I 1 .. __..__� �- - Z ---- �_ 1 a - --- +--------_--- - -_ 13. �" PLYWOOD SHEATHING. I I I I I I I 0 1 I I 1 I 1 I 0 14. 2 x 4 G.F.-L#1 SUB-PURLINS A7 2'-0" O.C. WITH SIMPSON F24N N U I 1 1 1 1 1 `.I' I AT EACH END. z o • U 0 It I I ' 3 ' 1 1 I M 15. GL 2y x 21 AT 8'-0" O.C. (20F-V3) WITH w w ,LU LU o fp �p I I I I 1 1 M� w SIMPSON HWU2.6 HANGER AT EACH END TYPICAL °� .rn I 1 1 I + 1 3 AT BAYS 3-6. (CAMBER R=2000') v 3 Z•� I M NI - - - -- - ----1 - 1-- ----I- - � - - --- - - -- - --- - --'---- - - L - - Z 16.'SIMPSON HC7-7 HINGE CONNECTOR, SEE DETAIL 1/A10. � Q _� vi N I I 1 1 I I I 1 I I I A7 SIM. 7L N 1 I 1 1 I I 17. 4i'.T. 4 x 14 D.F.#1 LEDGER WITH (4) �"r' ANCHOR BOLTS AT Q z c o M QOO 4 I i i EACH PURLIN (4 MINIMUM EMBEDMENT, 0 rn 0 SEF_ DETAIL 2/A10 AND 3/A10. 1 I I 1 - 18. ROOF SCUTTLE, SEE DETAIL 15/A10. 3 - -- ---_- I 1 r - - � I I I d 1 1 a o 0 0 0 19. SIMPSON ST2215 STRAP TIE. AT EACH PURLIN (8'-0" O.C.)TO TOP I I I I I I I 1 PLATE, SEE DETAIL 4/A10 1 I 1 3 I 1 3 20. 10d SCREW SHANK AT 6" O.C. AT PANEL EDCES: 0 1 I 10d SCREW SHANK AT 1'-0" O.C. FIELD NAILING. (- - -- - - ' r -- - -- -1- •- - -_ _ _I_ -- - - - _r T - - --"'1 - - - - - -I` " -'- --F"- -- -- I 2 21. (2) ROWS 10d AT 4" O.C. STAGGERED AT GLU-LAM BEAM FOR I 1 FIRST 10'-0" FROM BUILDING EDGE TYPICAL. Q� 2.2. SIMPSON ST2215 WITH (10) 16d INTO EACH PURLIN, U SEE DETAIL 2/A10. C4 >-- � -- -- i i i n i i i i o i a o 0 0 0 23. SIMPSON ST12_ STRAP TIE AT 4'-0" (SUB-PURLIN TO TOP PLATE). �� NAILS TO TOP PLATE, h TO SUB-PURLIN. W O I I I I I SEE DETAIL 9/A10. OMPSON VB AT EACH GLU LAM BEAM AT PURLIN LINE LOCATED NEAREST THE COLUMN EACH SIDE. SEE WALL L I 1 I I I I 1 •� O I I I 1 M SECTION 2/A 7. w w O A/ 25. ELECTRICAL ROOM, � N 26. SPRINKLER RISER. M 27. LADDER, SEE DETAILS 1/A1 AND 2/A1. W -� I I I 5 --- - --------- I � 1 I I 1 a a o 0 0 0 28. GLU-LAM PURLIN 2 x 21 22F-V3 WITH SIMPSON L HWU2.6 AT 8'-0" O.C. (CAMBER R=1600') C� 29. 3'-4" x 7'-2" ALUMINUM FRAME WITH GLAZING. 1 1 1 I 1 30. METAL STAIR •« I 1 1 I I o - - - - - - - - - r -r - - - - - r -- - - - -1- - - - 31. 10d SCREW SHANK AT 3 1/2" O.C. AT PANEL EDGES, 12" O.C. f-- 1 1 27 25 26 I FIELD, SHADED AREA ONLY. O 1 I I 1 I 32. YS 8 X 8 1/4 Z 10 6 10 -- 10 10 33. #31X 15'-0" AT 2'-0" O.C. IN CONCRETE SLAB AT "R.D LINE 6. -� 00 �_ _ 34. CPO PURLIN BAY 6 - - ----- - - I 1 - . . . -- . . , . ` . . Alk - . . . - -- 35. SVART PURLIN SPACING AT THIS EPID. TYPICAL DOCK DOOR ANEL 9'-0" 9'-0" 30 / T � 4 i 1 33 F.B. 3/8` x 2' RAIL le le 3'- , A3 2'-6" -2'-0" -2'-6" R.0 9'-6" - 4'-6" A7 I 8 18'-0' PLATE 3/16' x 2" x 9" AT 4'-0' O.C. MAX. Floor Plan/Slab Plan -- - - - .�� PLATE 3116" x r x 2' Q E W/ 1/ DLA. LAG BOLT 0 A B C ? SIMILAR D F F A7 G H GYPSUM eD _ L1- SEE 4/A10 FOR T/PL. CONDITION 2 :r BLOCKING co -- ---- ---- --- - - - - -- 40 - - - - - - -- - - --- - 5' 1 LADDER TO WTERIOR WALL •� � i- •v 25'-0' - - - 25'-0'_ 25'-0' 25'-0- 15'-0" 25'-0' 25'-0 25'-0' 25'-U 15'-0 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" - _ _• __ 3'-10'` Al. I 3,-8" 14 i 1 1�2� = 1,-Cr ._ _ -a E D2 1 a e o a R] a ,2 ,3 ,s ,s H 1 14 D� B I B B B B B B ( B B B B B F T RAI -------- ROOF HATCH SEE Q. (p -ice-' �� r �� r O r -�O r _� D r -iO _ r �O r _� r- -�� r_�O r -1O -0_ / m � i- - J J L_ J L J L_ J L J L J L_ J -L J - L_ J L_ J L_ J L J L_ J 1 -- F DETAIL 15 A14 - 1 - r/PLATE L ' 27-8 28 TYP. A T :r (2) 2 x 6 1 42 GRIDS 1-3 +'L - - 12 -6" T/BEAM 10'-6" 12'-0" 12'-6" 11'-6" 9'-6" 8'-6" T/BEAM a Al ,k 32 1 G 1 2.7 ._ O O '� ---,� O � O O I� U- 27-0 F - GL 6 - 40 I - (r -I L 6 x 22 1 r GL 6 x 4U - r -I GL 6 -x 22 r , GL 6 x 37-� (- GL 6 x 24 r GL 6 x 40 r GL 6 x 36 r 1 L J N CAM ER J R=1200' NO CAMBER L J R=1600 L J NO CAMBER L J R=1600' L J NO CAMBER L J R_2000' L J 3(4' DW RUNG AT I I • \ - �� 1 -0" O.C. TYP , 1 1 1 1 1 I 24 16 ' 34 4. F.O. 3/8' x 2" PAIL �� ',• ' PLATE 1/2' x 3' x 1 1/2" M L� 3 W/ (1) 1/2" DIA T/BEAM ,e EXPANSION ANCHOR I 1 1 I I T/BEAM A7 �;,• GRID SA r �O GL I 1 26 -4 1'. O V (F ' F O CF 26 -4 _ 16 ( Ix 40 I r L 6 x 22 I- GL 6 x 39 - I- 1 GL 6 ( x 21 r 1 GL 6 x 37 r GL 6 - x 24 GL_6 x 33_ r GL 6 �( x34 - F I "/ DATE 3 --��-- --��-- - -- ---IF--- fit---♦ - --�I-- ---I - - - �•- - L J N� CAM ER L R-1200 L J NO CAMBER L J R=1600 L J NO CAMBER L J R=1600 L J PJO CAMBER L _J R=2000' I 2 LADDER D E A I L _ J r/PLA fE Al 1�z = 1,-0" DRAWN BY: :0 1 2 7--8� 19 in o a ' T/PL TE 15 32 K VB ^ a 27- TYP. AT I 1 1 1 I 1 T T GRIDS 3-6 T/BEAM T BEAM ,0 21 Z1 WFMKED BY 25'-9" n 25-9 - 23 , r D O O _,n O O O O O • 2U 23 RE'JISIONS: 4 -- - -- 1 - GI_ 6 -x 39 _ r -�� L 6 - x 2�i ��- r-I GL 6- x 37 _ r�-�J_i G� L 6 ( x 21 r-1 GL__L3 x 3_6 r GL 6 _x_ .ZX r G 6 x 37 - r GL 6 x 341 - F 1 / NO CAMBER R=120C - -�' ~--' - L J L J L J NO CAMBER L J -1600 L J NO CAMBER L- J R=1600 L NO CAMBER R=2000' 9� L J ♦- 9 31 71 31 0 5 1 MIN. MIN. O39 2 � 20 M T/BEAM /� �� (F A7 T/BEAM 7 ROOF NAILING PLAN G O 25'-IX-r O �/ �� O OF 25 25 -1 0 1 r 1 _-Gl. 6 _x 39 r�_ L 6 y' x 21 r -1 GL 6_ x 37 1 - r_ -I GL 6 � x 21 r -_1_ GL 6 4 x 3_6 _ I- -1 GL 6 (-x 22.1 I- -1 GL6 _K 37 1 _r GL 6 x 34 5 NO CAMBER I_ J _ R=1200' -L J NO CAMBER L��- R=1600-i1 L J NO CAMBER L !fir R=1600 ~-L J NO CAMBER L J� R-2o0 - L J FOOTING SCHEDULE 7 I MARK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS I 12'-6' 10'-6" 12'-0' 12 -6' 11'-6' 9'-6' 8'-6' REINFORCING REINFORCING T/LEDGER MACKENZIE/SAITO : :SSOCiA?ES,P C ❑� 2. -8 1 2 Y1 1991, ALL RIGHTS RESERVED O B ;'-0- (5) /4 x 6'-9' (8) 04 x 4'--0" SEE NOTE 2 THESE DRAWINGS ARE THE PROPERTY OF TTLEDGER T/LEDGER T/LEDGER T/LEDGER 18 T/LEDGER T/LEDGER T/LEDGER T/LEDGER MACKEN21E(%ARO 3 ASSOCIATES. PC (M/5 i 1 7 T�--' 'T I - /�-T"�-'- -�f--- -T--,r- A)MID MF NVT IO BE USED OR REPRO 2 7-8 23 -11 74 -7 B 2 3 -11 l4 -7 23 -11 2�--4-7- 23 -11 I I C 7'-6" 5'-0" 1'-0" (5) /5 x 7'-0� 7) ,/5 x 4'-6' SEE NOTF 2 DUCED IN ANr MANNER, EXCEPT W,'H THE CE 14 PRIOR WRITTEN PERMISSION OF M/SA O Q, �.=/ B OB OB B U �:/�' OB ,./ B OB OF ( r _� _ _ '� r r r -�`� n e'-0' 5'-3' -o' (s) 05 x T--6' (d) #5 x 4'-9' SFE NOTE 2 SHEET L_ _J L_ J L_. I L_ J - L J- L J- L_ J L_ J -- L_ J L_ J L_ J - - �L J7 - L J-- - - L L_ J -� - - �`- 9'-0" W-o' -1`0' (6) f5 x 8'-6' (13) /5 x 5'-6' SEE NOTE 2 vvv �I 3' JE 35 34 33 J1 ]0 ` I , I� ❑ ❑ ❑ ❑ 32 ❑ ❑ �T/PARAPET ® 2B 27 29 25 2• 23 �'I 3 -10" �F 5-6' S'-6' 1'-?' (6) /5 x 5'-0" (8) 5 x S'=0' -- �I 3'-10" 27 8 IJ � (G� 7'-J' 7'-3' 1'-4- (8) I6 x 6' 9' (8) P x 6' 9" Al M 3 7 2 I 13 2 6 1 I 11 H 6'-•1' 6'-3' 1'-4" (7) #5 5'-9" (7) 05 x 5'-9' A9 A9 1 1 A9 A9 A7 A9 OF 10 °' Foundation and Roof Framing JOB NO. NOTE: 1. ALL COLUMN FOOTINGS ARE CENTERED ON COLUMNS. _ CD 1/10"=1'-0" 2. ALL WALL FOOTINGS ARE CENTER OF WALL AND PANEL JOINT, UNLESS NOTED OTHERWISE. 290628 141411 A. 6�1 SI7 Flt I IDIAPVE:.h11JE AS ISSUED FOR PERMIT AND PRICING 1-27-92 Q - A-� �sels+.x-.n.�....r.,..r.aw�aexn.�-�-.�:..---- __-,__.."�p.�"°a""...-•w.+l[�► ........ ................._,._._.__. .-,,.1 �_ ..i 1 r IF THIS DOCUMENT IS I.ESS fil III `III III III III 111 '111 111 111 111 1 11 111 � (1 Tl1 IIT I II I 1 111 111 111171 II III III III III III '11 IW111111 III III III III 1111111 III fl l 1111111 1111111 1111111 )r I I_I 11 -- _._121 _� 3 141 I� I 6 1 . 7 1 _.� 9� 10 11 12 APRIL- 213 1994 a 1 IT )UE TO 'I'l1iS NOTATION, - - T ) THE QUALITY OF Nn 36 -. ... THE ORI';INAL DOCUMENT. - - - - ez cz 9Tz tiz e , cz I�i sr si OjizI it 11e rb�t lei 1`�s III ILII ILII ILII ILII 1111 ILII ILII IIIIIIIIII IIIIIIIII ILII ILII 1111 llll�llll 1111 1111 lllllilll 1111 1111 llll�tlll 1111 ll,illlll loll 1111 11 ILII ILII ILII IIIIIIIII�IIII llll�llll 1 l 1111 llll1llllllll ILII llll�lllllllllllll�llll�llll ILII IIIIINII KEYNOTES �._ --::-__ A1. CONCRETE FILLER STRIP. SLAB REINFORCING CONTINUOUS B <c> D E = G <H> THROUGH L-------------.-- JOINT WHEN TOP OF FOOTING IS 2'-0" OR ` 36 '-0' - - -I MORE BELOW TOP OF SLAB i -" f 2. 5" CONCRETE SLAB ON GRADE WITH FIBRE MESH 32'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-U" 25'-0" 25'-0" 25'-0" 25'-0'' 32'-0" CLEAN CRUSHED BASE. _ 14 3. CONTROL JOINT, SEE DETAIL 9/A9, NOf TO OCCUR OVER FOOTING. T 4. CONSTRUCTION JOINT, SEE DETAIL 10/A9. LOCATE IN LINE z WITH EDGE OF INTERIOR FOOTING, NOT TO OCCUR OVER FOOTING. ! 1 5. TS 7 x 7 x Y Q ' -4- - -- 1-- -L-- - - -L --� _�- I I � I I I 6. 9'-0" x 10'-0" DOCK HIGH DOOR TYPICAL. 7. 10'-.0" x 12'-0" DRIVE-IN DOOR TYPICAL. Q O_ I I I I I I I I 8. 3'-0" x 7'-0" HOLLOW METAL DOOR AND FRAME-, TYPICAL. I I I I I I 9. ALUMINUM STOREFRONT GLAZING SYSTEM. V^, 10. 6" x 6" DOWNSPOUT. f- I I I I 1 I I I I I I �+ I ° ° ° 0 11. SIMPSON SA-36 ACROSS EACH GLU-LAM BEAM AT EACH Lu PURLIN TYPICAL. SEE WALL SECTION 2/A7. Z �C-4 12. BUILT UP ROOF. W Q Z V)0)-� -- Z 13. %" PLYWOOD SHEATHING. ! , � IF- ' 14. 2 x 4 D.F.-L#1 SUB-PURLINS AT 2'-0" Q.C. WITH SIMPSON F24N N `✓ p- 6 O o ' ' ' ' ' ' ' AT EACH END. Z O • ()O oD - - - �I zs W I - - -- - --'- -- - - -'i- - = - '----- -'- - - - - -'- ' ' Z O M I - -' - - i - - - - - i -- ` - "-I- -- - 15. GL 21� x 11 AT 8 -0" O.C. (20F-V3) WITH w (f'� � Q�trf1 - 28 ; ; ; SIMPSON HWU2.6 HANGER AT EACH END TYPICAL Y m rn 1 I 4 I I I I I I AT BAYS 2-6. (CAMBER R=2000') U 3 \ I I I I I I I I I 3 v I O I I O I I I ° O O O ° h ui N 16. SIMPSON HC7-7 HIND : CONNECTOR, SEE DETA,�L. 1/A10. U 'to __ 17. P.T. 4 x 14 D.F.#1 LE)GER WITH (4) �6"O ANCHOR BOLTS AT EACH PURLIN (4 )�_ MINIMUM EMBEDMENT/. X ,o O I0 O 1 I I 1 I I I Q O(L u SEE DETAIL 2/A10 AND 3/A10 o i I 3 I I I 18. ROOF SCUTTLE, SEE DETAIL 15/A1C. .It - 25 ; ; , ; i 2 19. SIMPSON ST2215 A7 4'-0" O.C., SUB-PURLIN 70 PARAPET, M -I _ ._ .. - -'- --r- -'- - - -- '- '-- - ---'- --- - -1- ' - - - - - - SEE DETAIL 6/A10. ^L. W 20. 10d SCREW SHANK AT 6" O.C. AT PANEL EDGES: P. 10d SCREW SHANK AT 1'-0" O.C. FIELD NAILING. v i ' 34 4 ' ' 21. (2) ROWS 10d AT 4' O.C. AT CLU-LAM BEAM FOR 4 - - ' - - ° ° ° ° - --- FIRST 10'-0' FROM BUILDING EDGE TYPICAL. W I 1 __ -----r--- -;-- - - I I I I I 1 I I 22. SIMPSON ST2215 WITH (10) 16d INTO EACH PURLIN, I 1 SEE DETAIL 2/A10. .. 1 I I I I I 23. SIMPSON ST12 STRAP TIE A7 4'-0" (SUB-PURLIN 70 70P PLATE). o 2 � NAILS 70 TOP PLATE, '� TO SUB-PURLIN. O I I I I I 30 d SEE DETAIL 9/A10. v) - - - - - - - - - - -- - - - - -'--- - -' - A7 I 24. SIMPSON VB AT EACH GLU LAM BEAM AT PURLIN LINE K) __ E LOCATED NEAREST THE COLUMN FACH SIDE. SEE WALL � L SECTION 21A7. (1) wO - I 34 � i I i _- -\ -�M 25. ELECTRICAL ROOM. N O I L I I 1 I O O O O O O I 26. SPRINKLER RISER. co 0 I I i 35 27. ODD PURLIN BAY. I 28. LADDER, SEE DETAILS 1/A1 AND 2/A1. I I I I I I I _ _ _ _i_ - - _ -_ i _ _ - _ - T - - ___, _ _ ----r ___ __._I _ _ _ _ 29. P.T. 4 x 6 LEDGER WIrH (0 ANCHOR BOLTS A7 3'-s' O.C. CL OO v 3U SEE DETAIL 6/A10. O 18 s o 9 I 30. ( HOUR RATED 3'-4" x 7'-2" HOLLOW METAL WINDOW •� / _ FRAME WITH RATED GLA_1NG. �- - 6 1 6 31. 4 x 14 D.F.-L#1 AT 8'-0" O.C. WITH SIMPSON HB414 HANGER A7 I �\\\ EACH END BETWEEN GRIDS 1-2. 0 32. START PURLIN SPACING AT THIS END. ni A 4 </ A A A A A r I 33. 10d SCREW SHANK AT 3 1/2" O.C. AT PANEL EDGES, v TYPICAL DRIVE-IN TYPIC L DOCK Z� D OR PANE DOOR bANEI. A7 8 3 12" O.0 FIELD. SHADED AREA ONLY 0 _6" I 10 10 10 A7S'M 34. TS8x8x1/4 24'-0" 13'-9" 9'-0' 9'-0" 19'-0" 19'-0" 1 13'-9" 24'-0" 4- TYP. 4'-0" 35. #3 x 15'-0" A7 2'-0" O.C. IN CONCRETE SLAB AT F - -- - 4'-0" 4'-0" 5'-9" 2'-6" 2'-0" 2'-6" I 1 3'-0" =>3'-0" 3'-0" A7 5'-6'= 5'-9'� -4'-0" GRID LINE 6. A7 SIM. FOR DRIVE-!N DOORS GRID 6 cz Floor Plan/Slab Plan CL BEM' I TINS DE VENT LEAD FLASHING SET IN MASTIC H J BUILT-UP ROOF O v) A B C D E F G ROOF SHEATHING � v •-- 2'-6" 32'�-0' '5'-0' 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" _ 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 32'-0" 2'-6" •-- -- --------- --------------- - ---- --- - ---- ------------ - --- `------ -� T/PARAPET --- 14 - 14 - -- ID 12 Q 13 14 ❑2 31 1 IOA +❑ [� 2011 j A9 �° 1 ,0 11 m i- Oli - -- - - - - - - - - - - - - _ - - --- - - - - _- - - - - _ - - - - _- - __ - - - - - - -_ - - - - - --- ----- - - - - - - - - --- --- -- 0 - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- - - - - - - -- - - - - - -- O T/LEDGER 17 27-5 T/LEDGER,BEAM LL T/� 2, 15 VENT FLASHING 04 F O 27 F Q O O O -- B r GL 6 I 27 r �__GL_6 x 34 f 1 CL 6 r r. 9 � r 1 GL x 33 r_._1 GL 6 -X x 19 F 1 GL 6 -X x 33 r 1 GL x 13 �� 1 A2 1 1/7• 1'-0" L J R= 0 0 L J NO CAMBER L J R-1600' L J NO CAMBER L J R=1600 L J NO CAMBER L J R=1200' J A7 _6'� 11 8'_9" 10'-6" 12' 12'-6" �, 11'-6' t 13'-6" 29 0 37 I I 1 T/LEDGER,BEAM 1e 1 15 / T/BEAM �-{ 5 ) 26 4 1 2 ' vf" F F 26 -4 1 2 F F F F v 0 0 o 0 0 0 0 VO 4 r 11GL 6 x 2 r 1 'GL 6 -X x 28 '6 1-2 -GL 6 X x 37 2 r- 1 GL 6 -X x 22 X F 1 GL 6 �! x 36 _ r 1 {-GL-66 x 21 r 1 _ GI__ 6 x 37_� F 1 � 66-X x 15 1 L J` NO C MBER -JI j 4=2000' -�' L J NO CAMBER L~��R=160-0�~ L J NO CAMBER L � R=1spo' ��iL J NO CAMBER L�J =1 - J L1 �� ' 8+S' oc i� 27 19 18 - 8'-0' -�-,r-- 23 DATE. T PARAPET 22 29-11 4- 1 -27-92 I 0 0 �� I N1 - 17 �- 2p -- � 21 DRAWN BY: o T/BEAM �, 14 o- K VE3 O O 25T 9 F O O O O 1 22 F 1 D.O. r 1 D.O. r D.O. (- 1 D.O. r 1 D.O. �' 1 D.U. r D.O. r 1 CHECKED [a Y: VVE �LJ LJ LJ L LJ LJ LJ � REVISIONS: E p-- 1'/PLATE 16 5 25-r--, R,BEAM 52, I 33 33 52 2 � 27-5-- 34 TYP. -- 0 L7 A7 T/LEDGER,BEAM '" MIN. MIN. T/BEAM 2.5-1 112" ' Q (D 2 O O U O O 8 ROOF NAILING PLAN 1 r1 GL6 -Xx27 1 GL6 -X x28 r G L 6 x37 r1 GL6 -X x22 r1 GL x36 1 GL x21 r 1 GL x37 r1 GL x15 1 1 O - 0 CAMBER ~- R=2 0---� NO CAMBER -~-�~ R=1600 - • - - -- - i~--_1 - - - -~��- J N.T.S. ,-� L' J L J L J L I J NO CAMBER L J R=1600 L J 140 CAMBER L J R--1200' �� j I O 7 -6' 8'-9' 10'-6" 12'-0" 12'-6" 1 1'-6 13'-6 ' b 1 *-- -- FOOTING SCHEDULE 34 C] MARK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERS REMARKS REINFORCING REINFORCIN, a, T/LEDGER T/LEDGER T/LEDGER T/LEDGER T/LEDGER 17 T/LEDGER T/LEDGER I u, H 2424 -0 24'-6"r- 2424_0 24 --6 24 -0 24 --6 24-Q„ I CONT. 4'-6' 1'-0" (4) /4 CONT. #4 AT 1'--0' O.C. SEE DETAIL 1'/A9 , MACKENZIE/SAITO a ASSOCIATES,P O / C� �T� � - -__. 4. 1991, ALL RIGHTS RE SERvEI7 -- --��-- - - - - - - .I - - L_ .J L_ Js- L_ - -L J L_ -1 -- L_ /L_ .� MACKENZIE __ _ _ _ _ _ _ (- 1 I B 7'-3' 4'-6' 1'-O' (5) /4 x 6'--9' (8) /4 x 4'-0' SEE NOTE 2 THESE DRAWINGS ARE THE PROPERT`�((0E o -- -- _ e o - o -� -��`---- }, A}AND 4E/NOT TO DE USED OR REI�kO 6 - - jl - --- -L J -L_ J L_ .J L_ J L_ J L , _ _ sAlro a Asscv;IATEs. Pc w S C 7'-6' S'-0' 1'-0' (5) ,/5 x T-0' (7) rN5 x 4'--6' SEE Nnrc PACED w 'Nr MANNER,ON OF WITH THE � I /''� � /-� I � - PRlnq WRiiILN PERMISSION OF w/SA 3 7 O I J O l O O ( e ) 2 O 4 O 8 O ( B ) O O 3 D 8'-0• 5'-3' 1'-0- (5) #5 x 7'-6• (9) /5 x 4'-9' SEE NOTE 2 _ SHEET 3J �� -J Jt 30 ® 2e �! 27 2E A7 25 1`� ��ll 24 zJ �J C� �� 20 4 -311 A7 E 9'-0• 6'-0• 1'--0' (6) /5 x 6'-6' (13) �5 x 5'-8• 2 A9 A9 14'`1„ 1 1 SIM. -_ - 1 11 2 6 F 5'-6• 8'-6' 1'-2• (6) /5 x 5'-0' (6) 05 x 5 -0' T/PARAPET A 7 A9 A9 A9 _ 27-5 - A7 c r-�- r-�• r-4• �- //'/� 1rj SIM TYP. FOR H W-3' 6'- 3' 1'-4' (87) X15 x 5'-9- (7) X1.5 x 5,-9' A DRIVE-IN DOORS -- GRID 6 (1T OF 10 rnNOTE 1. ALL COLUMN FOOTINGS ARE CENTERED ON COLUMNS. - N Foundation Plan/Framing Plan 2. ALL WALL FOOTINGS ARE CENTER OF WALT_ AND PANEL - .� JOINT, UNLESS NOTED OTHERWIaC JOB NO. 290628 O 14140 & 60 SW 7<'dD AVE.NUE ci I') AS ISSUED FOR PERMIT AND PRICING 1.-27-92 ~ 1 IF THIS DOCUMENT IS TRESS flI III(III III III�I�I III IIII III III III III IIT f IT ll1 III III I I III III I�I T� �I III III II� III III II III III III III I!I IIIIIII I�I III III III IIIII�I III III VIII I ' ,� LEGIBLE THAN THIS NOTATION, I 1 Z 1 3 � 4 I I I I I 1 6 I 17I 8 I �I . ' 01 I l� 1� APRIL <<3 1994 1 IT IS DU �- --... -- ----- �_ � E TO THE QUALITY ('h' No 3Q O'�s'.rt" THE ORIGINAI. DOCUMENT. - £ Z 19Z /.It 9Z 9Z t't E Z IZ Z T6,ri 3[ LI 8i 4I ISI Ei tI iI 1 8 r8 L A 4 ti £ Z Im1uR � I I 111 I Illli IIII I�lil�lil IIII illlllll IIII.IIII IIII IIII IIIIIIIII IIII IIID►III IIII IIII IIII IIII I��II IIII�IIII�IIII IIII IIII Illi II IIII Ilil IIII�IIII IIII�ItI►.uu�ul�ilillllii u111 u�llltillllll' ilillil ili�liu ll uu�►l� tu�uii IuilNii G E 54 KEYNOTES < > > < 4 A7 A7 Eul T El L1 L-51 i El El 07. DOCK BUMPER, TYPICAL - SEE DETAIL 21A3 T/PLA rE 2. ALUMINUM STOREFRONT GLAZING SYSTEM z 3. 9'-0" X 10'-0" DOCK HIGH DOOR (P-3) 0 " 0 A10 A10 05 co t 4. 10'-0" X 12'-0" DRIVE IN DOOR (P-3) Icl- to < 5. SCUPPER WITH 6' X 6" DOWNSPOUT. SEE DETAIL 121A10 0iy-- T/IR. 77-17 ELM 6. 3'-0" X 7'-0" HOLLOW METAL DOOR AND FRAME z 158.0 It cf r Lm� L_ _J 7. CAP FLASHING (P-3) 0 C) 4 A10 A10 A9 13 W < C14 za- 'cn B. PAINTED SOFFIT BOARD z North Elevation N C) :R z C) 9. X-O" X 7'--0" MANDOOR WITH INSULATED GLAZING ABOVE 7- 0 zoo B c D E F Ljj (n w 'z 0�ow) ' X 10. TILT UP C014CRETE WALL PANEL m c uj 1 11. LINE OF ROOF BEYOND ) < <5 F2�7 R, L23' cr to CC-44 1-1% A7 OR X W) 12. STOREFRONT GLAZED OPENINGS 00 [42] T/PARAPET 13. FOOTING BELOW 14. (NOT USED) 15. PAINT COLOR (P-1) co 20 16. PAINT COLOR (P-2) A10 C14 100 _441 U 77. PAINT COLOR (P-3) T/F)N.FLR. i — _ . 158.0 r 0 -- - - - - - - - -- - - - - - Lr 0) w South Elevation o m 0 C: CL 4 5 cp 0 < > A7,< < < > cr T/PLAT < T--1 105 co 17 - T/FIN.FLP_ A10Typ. )58.0 L" _ < 13 @�OH. West Elevation 16 W 0 — 4 3 ___-07 < C) > ED • a) cl T/PLATE I :3 T/FIN. FLR. iv IN, 00 cliF17 r A110 T/FlN.FLR, 1580 T _ ' _ T 13 PAINT STRIPING East Elevation A3 ile l'-cr DATE: 1-27-92 DRAWN BY: ELECTRIC ROOM KVB CHECKED BY: —10 STD. PIPE, PAINTED, TYPICAL F_ WEM RE'ASIONS: F710 x 15.3 2 112- CONIC. SLAB OVER 2 112" CONC. SLAB OVER 5 1 1/2" 22 GA. TYPE 'S' 1 112" 22 GA. TYPE 'B' A3 CONCRETE WALL METAI- DECK METAL DECK 0 PRECAST STAIR TREAD WITH (2) 1/4* x 2" F.B. EMBEDDED INTO L3 x 3 x 1/4 W/3/4"0 MCIO x 8.4 STRINGER— TREADS OVER STRINGERS AT 30" O.C. P.B. AT 2'--0" D.C. (2) REQUIRED J' (LOCATE P.B. AT CENTER Q/ 5 OF ANGLE LEG) r A3 T/H Afl L- ------- - ---------- T/SLA8 AT DI, -4 -I,- - (N C) MACKENZIE/SAITO& ASSOCIATESY 199t, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY,01,, ASSOCIATES.MACKENZIE/SNTO&A x 3 x 1/4 AT DIKED IN ANY MANNER, EXCEPT WITH THE 3 A�AND ARE N07 70 BE USED OR RE R17, II A3 FACE OF--------,W P14A)A WRITTEN PERMIS�ICIN_OF M/SA T D ALL LANDING EDGES 3'-8" CONCRETE WALL SHEET opo _ —T.S. 4 x 4 x 1/4 W1112" PRECAST x 10" x 10" BASE PLATE AND CONIC. TREAD 318- CAP PLATE ON L2 x 2 x 5,-6" _91 ---�2) 3/4-0 HILT(-KWIK BOLTS 3/16 to A� A3 00 91-0" U0 W 112" EMBED I A3 LATE 114" x 3" x 3" WITH (1) 314"o HILT( KWIK BOLT —1'-0"0 x V-0" CONIC. FIG. TYP. ('4ROVIDE CAP PLATE 0) L---J �STAIR TO WALL CONN. OF 10 N _--�IIIII,, DOCK BUMPERS ��3�METALSTAIR SECTION r4� METAL STAIR PLAN 5 JOB NO. K2 1/4" = l'-Cr 1\A3 1,/2"=1'--0" A3 112'=1'-CI" 290628 14146 & 60 SW 72ND A%*1411F AS ISSUED FOR PERMIT AND PRICING 1-27-92 9 CIF I R Illill 111�111�lyjljl III III III IF T1114 DOCUMENT IS LESS 111111 t 1111.11 1111; 111 111 I�I I I 1 ( I I A P R I L "J"I LEGIBLE THAN THIS NOTATION 4 8 a 1994 IT IS DUE TOTHE QUALITY DIv" N.36 THE ORIGINAI, DOCUMENT. T- L 11 11 Ih 11 711iill IIIIIIIIIII 9'L T 11 til I,I'll"Iw,,I�11 Illillill 11111 tillil" Ililloll�1111,F111111111wimL KEYNOTES A Q C < D E F, G H 1. DOCK BUMPER, TYPICAL - SEE DETAIL 2/A3 2. ALUMINUM STOREFRONT GLAZING SYSTEM 0LIJ U a31 ® 29 L 27 26 2S 24 23 22 21 I 20 I • a 3. 9'--0rr X 10'-0" DOCK HIGH DOOR (P-3) Q /� O � I SIM TYP. AT 1 { 4' \ 4. 10'-0' X 12'-0" DRIVE IN DOOR (P-3) V A7 DRIVE IN DOORS A7 A7 " " 01 Z GRID 6 11 5 7 5 14 5. SCUPPER WITH 6 X 6 DOWNSPOUT SEE DETAIL 12/A10 rlll 04 T ARAPET _ -- - RAND FRAME z W T ARAPET __ _ — _—�—_ _— - _ 6 3-0 X 7-0 HOLLOW MFTAL D JO x I 11 I " 2 10 16 19\ 7. CAP FLASHING (P-3) ,� Z u1 - - 1 N U a W o :._.-. __ _ _ -- - -�_� = =- - - = ---- - 8. PAINTED SOFFIT BOARD Z a V w c� 8 e _ _ _ W (,� 4 N LID, ° � I _ '----- 2 9. 3'--0" X T-0" MANDOOR WITH INSULATED GLAZING ABOVE Y � O� I — — TFIN FI h L -- - - — 10. TILT UP CONCRETE WALL PANEL N - - 2 O ^ 167.0 - - - - I I [ - 7 Pimm - _ _ _ _ _ _ J_ _ t_ 11. LINE OF ROOF BEYOND S 0In L - - - - - J- L 1-7- - - - - -- -c_ - > - � - - --� ` � I -C- - f Q L7 fL11 11 13 South Elevation 9 g 17 9 is 3 1 9 4 12. (3/4) HOUR RATED 3'-4" X -2" HOLLOW METAL WINDOW FRAME WITH RATED GLAZING 1/16"=1'-0" 13. FOOTING BELOW -� 14. PARAPET BEYOND Q 15. PAINT COLOR (P•-1) u 16. PAINT COLOR (P-2) 1 2 3 4 5 6 17. PAINT COLOR (P-3) M 0) Cl 31 n 34 18. TOP OF RETAINING WALL L.0 5 it 4 m a -� 14 A7 7 A7 . T/PARAPET - - c m T ATE - -- _.._ _.. -_ _- r0 I I 2 T7 1 CN 20 _ 8 T FIN. FLR ----------- -- 167.0 4 _ -�6 3 O.H. West Elevation 0 � J < H G F < E D C < Q - •� C3 ,2 ,o a ! a a o a a > 7 : W m .- T/PARAPET 10 I N I I I I I I I I I I I I I I T FIN. ---- -- 1-- - --I----- ------T -- — - ' ----� 4 -- — - —167.0 _____ __ ____-___- _ __ - ---- __ ____ ______ _ _ _ __ ____ ______ _ ____ ___ ____ - ______ — _ ___ - ----- -_______-_ _ _-__ 3056 1 %T14"'Roi 14 0LNorth Elevation 9 F OF Off. DATE: 1-27-92 DRAWN BY: K VB CHECKED 77 6 5 4 3 1 WEM REVISIONS: ,9 ,e n 11 i 7 7 PARAPET N 1Z MACKENLE/SAITO RE1 ASSOCIAMS,P C 1091. ALL RIGHTS SERVED 7/FIN. FLf< THESE DRAWINGS ARE THE PROPERTY OE — _ — _ __ — _ — ——C__ _ �_ _ _ _ _ _ _ _ ___C_ 7____——— _ _—_C^,7_ _ _ __ _ 1!) S MACKENZIE' ITO h ASSOCIATES.PC(M/-; 3 AND ARE NOT 10 BE USED OR REPRO ACED IN ANY MANNER. EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF M/SA A7 SHEET East Elevation 1�16M11-�" A4 OF 10 CV Q, CV ;OB NO. Q ,14n c, 60 S14 72ND AVENUE Q �Jn.+ V2C� ir' "� 18 AS ISSUED FOR PERMIT AND PRICING 1-27-92 .—_,. ( iF' THIS DOCUMENT IS LESS rlf III III 1!11111 I�I 111 'I 1111 III III 1111 1� I f!I Ili 111 1 I III 'II fll II 111 III 1 I III 1111111 I�I 111 III III 11111111'III III III III 1111111 III III VIII I ' a L I I � � L ' I Ill I I l� I I ..T � I �- I I I I 1 7 I I 1 8 I _ I g 101 - APRIL t3 1994 ITISDUETOTHE SQUALITYOOF -- - -- - - Note �•��= THE ORIGINAL DOCUMENT. (- -- - -_. M 131-111 III!!1!IIVIIIIIIIII!II!IIIINII!III IIIIINI!,IIIII!Ili III!INI! NNII!II 11!!IINI il!{INH F111ilil'I'l 1NIII1111!I!IIINIIIIIIN IIIIIIIIIIIIIII1411 IIIII!III IIIIIIIII llillllll T 11111lllSllllulllillilltlL121ll)Illlut�lll4u11�uill� l�lluul!IlllWu F E c B a Keynotes -=� H G � - 1. #4 AT 12" O.C. E.W. AT CENTERLINE OF PANEL. -- __j r2. (2) #5 AT EDGE AT PANEL OR OPENING, EXTEND 2'-0" I le A 1 15 A 1{ B 1 1J C 1 12 C 11 A 10 A 9 C B C7 7 A 6 A UJ L C J B 2 2 0 1 11 U H. [Z] Q] [Z] CL [� BEYOND OPENING EDGES. _ 3. (3) #5 EACH FACE AT 12" O.C. In. _�.- t -.-- ---- int 4. (4) #5 EACH FACE EQUAL SPACED. 5. (5) #5 EACH FACE EQUAL SPACED. ++1 t+ 41 Ti+ I I I I I I III +iT-i-1 IIIII _ -ITL+I • +_I±I� 2 �*1'+1+1� �I`+ITI� 5 1 ---�- ---- 6. (6) #5 EACH FACE EQUAL S''ACED. � �t14' II +�iti,+ 111111 111 �,�t�{t III - _ 7. #3 HOOPS AT 12" O.C. 111 111 11111 W 3 3 - - - J _i — `-- — - 8. (8) #5 EACH FACE EQUAL SPACED. C] J 111111 IIIf - 1- - 9. (9) #5 EACH FACE (4000 psi CONCRETE THESE PANELS ONLY). Q �" 0 — II 3 J II IIII IIII �I 2 10. (2) #5 EACH FACE, 2 1/8" CLEAR FROM PANEL FACES. 11. (5) #5 AT 3" O.C. AT OUTSIDE FACE, SEE DETAIL 10/A10 T/FIN FLR tr'4 L I I 3 IIII - w r 158 0 1 — — — --I -_ -- / 8(D ' ' //` 2 �, 8 ~ ' �n zv). z � North Elevation zo No a°° w ,� 6 1/2" PANELS 1/16"=1'-0" General Notes w m in B p E G H A, PANEL ELEVATIONS DEPICT REINFORCING FOR TYPICAL N V 3 z-* q UQ 4N PANEL TYPES, SUBMIT SHOP DRAWINGS FOR ALL PANELS TC` = O H^ I � I SHOW REINFORCMENT NOTED ON PLANS, ELEVATIONS, AND U rn�M 1 [37 E 2 1 L1.rJ JS E� 3{ E JJ E 3zfrl J1 E 2 JOG 1 j z9 E ze F 27 P 2e E 25 E za E 2a v 22 r DETAILS, AS WELL .AS ANY ADDITIONAL REINFORCEMENT m p6 < 00-I� REQUIRED FOR LIFTING OR INSTALLATION. I ___jr - -- — y— -- _-nI- - I I --1 — B. PANEL DIMENSIONS ARE NOMINAL. COORDINATE PANEL I I I M +�,t 11 II III 1+ITL SIZES AND SIZES AND LOCATIONS OF PANEL OPENINGS 1fI III +,±1+1 I I i MII�I+h 11 11 I+1 -� III III WITH PLANS AND ELEVATIONS, wl. I �Iti;{ _-04III fit,+I+ III III I!I dl11 moi,I+ C. PLACE MAT REINFORCEMENT IN CENTER OF PANEL. III ilia, aII `� — INSTALL ADDITIONAL SPECIAL REINFORCEMENT AS SHOWN ON III II f II III PANEL ELEVATIONS AND DETAILS. 2 I III � T/FIN.FLR. - --- - - -- -- ------ - - - - -- II - -- - - - - - - - - - - - -- - --- -_ - -- - - - D. ALL REINFORCING TO BE GRADE 60. O 158.G 1 111 �- -- LL (aE In E. TYPICAL PANEL STEEL UNLESS NOTED OTHERWISE: 3 2 3 5 11 2 5 3 2 11 3 1. (1) #4 BARS AT 12" O.C. EACH WAY. 2. (2) #5 BARS AT ALL PANEL EDGES. a) 0 South Elevation 3. (2) #5 BARS AT ALL PANEL OPENINGS, EXTEND m 5 1/2" PANELS 1/16"=1'-0" REINFORCEMENT 2'-0" BEYOND EDGE OF OPENING. F. WHERE REINFRCEMENT IS SPECIFIED IN EACH FACE: c a" Q 1 2J 4 5 E7 1. PROVIDE 1 1/2" CLEAR TO OUTSIDE FACE OF WALL O 0) < > < > AT EXTERIOR. V) •— 42 H � 41 H 4O J J9 K 3B K 1 1 2 � 1 2 2. PROVIDE 3/4" CLEAR TO INSIDE FACE OF WALL AT INTERIOR. Z - -' - -- �t� 10 1+1i+ 1 11 1± IIiRIlIl Hill 1 H1+I_±T+� - �i' - -l1I1i1I1l1I1 v. STEE3L. PLACEMENT L T4O/LAE9R.ENCE NOT 70 EXCEED 1,14 1191 - 7 11 mm11171 1� LuI "t. 'Q I LL11 LLI I I LLL I I I I I - - IN III I I I 11 2 A10 10 II II I►yl III III T/FIN.FLR. 158.0 - _ — - - I— 111— — L- — W ( 9 ) C 9 3 2 �u 3 6 3 2 2 3 O West Elevation -4- " PAN 1 16"=1'-0" s 1/2 PANELS / U 65 .4/ 3 2 1 • 21 K 20 K '9 K 1D FL 1 � �--�-� 1\ .— — — — — 1Pi11RTT — — — 1l M rrf T ■ . U L^/v f1 + IIIIIIII f1T + y}L; I I I V fil±I� 2 +I L III w �, IIII III ,�IT±1±1� III 4 III LtI; III 3 11 4 3 (A I ill 2 - I III III III III 2 ` 2 T/F(N.FLR. 1580 —� I -- ----- I_ LLL—._ — L ��l P�(1,�F I ter, O!" c�f/ East Elevation v _ 1/16"=V-06 1/2" PANELS " r _ �... r--7 DATE: 1-27-92 DRAWN BY: K VB CHECKED BY: WEM REVISIONS: ( MACKENZIE/SAftO k ASSUCIAtEiP C 1991, ALL RIGHTS RESERVED THESE URAWINGS ARE THE PROPERTY OF- MACKENZIE(SAITO#A55VTES.PC( 5 Al AND ARES NO1 10 BE USED OR REvRO O ICED IN ANY MANNER. EXCEPT WItH THE PRIOR WRITTFN PERMISSION OF M SA SHEET A 5 OF 10 JOB NO. 290628 14141) E. bbl SW 71IND AVENUE AS ISSUED FOR PERMIT AND PRICING 1-27--92 .,. -.,MI,,,NraeM _ - _ M- ...... _....g1+TAPAI+'S1^f4�'t"N`91'0'4MtIdtlMRn•... ..... ._ ..,,il,_ OA . ' �T T �rjljIIII1117 IFTHIS DOCUMENT IS LESS II I • AFFIL 2 1994 j2 LEGIBLE THAN If1S NOTATION, I11ZL0llv�Ic IT IS DUETO THE UALITY O N se 11b_-._.. THE ORIGINAL DOCUMENT. - - -J – -- t 8 S Z T,113111_111igIl r1lill tZ111171111111 Tgul T ZT9�[ 9 T 14 i6 i I fi i L T8 L 9 I 4 I 4 �RT 111ueI11711,111, ,, I ffll IlIIIIIN IIIIIIIlll�llll IUIIIIII IIIIIilII Illi II 111111111 IIIII-lil illllllll(IIIIIIII lllllllU 1l u IIII l llllllllllllll�llll IIIIIWII K%-Ynotes r---- 1. #4 AT 12" O.C. E.W. AT CENTERLINE OF PANEL. 2. (2) #5 AT EDGE Al PANEL. OR OPENING, EXTEND 2'-0" BEYOND CPENIt,G EDGES. A B c D E F G H J 3. (?) #5 EACH FACE AT 12" O.C. z 4. (4) #5 EACH FACE EQUAL SPACED. O `) T _ I,r1 (5) #5 EACH FACE EQUAL SPACED. w L�J1� ��5] Jt C_l Jo C UJ 28 8 r27 D 26 0 25 B 24 C 2J C 22 C ('21 B 20 E �.. p 6. (6) #5 EACH FACE EQUAL SPACED. � 7. (7) #5 EACH FACE EQUAL SPACED. Q p HOOPS N 9. TOP OFRETAIN NG WALL. 2 C6 1 22�— Z4 1 2 1 2 1 2 10. (9) #5 EACH FACE EQUAL SPACED. =- f 11. (�) #5 EACH FACE, 2 1/8" CLEAR FROM PANEL FACES. �= --- -- 11_--._ _ -__.�i _.... _---. --- - - - �- 12. 8 5 E.F. E UAL SPACED Z W±1 13. (5) tp5 AT 3" O.C. OUTSIDE FACE, SEE DETAIL 10/A10 Q z+ ILII III IIII! I++ IIIII ' ' -- - z I+1+1 �I}1 1'IIII IIII IIIII �' '+' IIIII N U a , z +Itl+ +I+l+� O ZOw:, -_ -_ - _ - - - W a m On I ! IIII General Notes T/FIN._FLR. 167.0 Il•{�I I .—---�l ill ---- - :- 0 --- - --- IIII _. - - -- --- F� - ---- __ v_ A PANEL ELEVATIONS DEPICT REINFORCING FOR TYPICAL !- - Igo --- - -- - ' = PANEL TYPES. SUBMIT SHOP DRAWINGS FOR ALL PANELS TO ��;J a o a 12 12 12 12 SHOW REINFORCMENT NOTED ON PI ANS, ELEVATIONS, AND 7 13 4 4 13 4 6 6 DETAILS, AS WELL AS ANY ADDITIONAL REINFORCEMENT South Elevation REQUIRED FOR LIFTING OR INSTALLATION. � „ B. PANEL DIMENSIONS ARE NOMINAL. COORDINATE. PANEL 6 PANELS i- S'lzES AND SIZES AND LOCATIONS OF PANEL OPENINGS � l'.-TH PLANS AND ELEVATIONS. C. PLACE MAT REINFORCEMENT IN CENTER OF PANEL. U INSTALL ADDITIONAL SPECIAL REINFORCEMENT AS SHOWN ON PANEL ELEVATIONS AND DETAILS. (n O V) < >24 S 6 D. ALL RENT ORCING TO BE GRADE 60. � Y L. I (fie F (J7 c ®] s5 � 34 J E. TYPICAL PANEL STEEL UNLESS NOTED OTHERWISE: .•- 1. (1) #4 BARS AT 12" O.C. EACH WAY. w O V) 2. (2) #5 BARS AT ALL PANEL EDGES. m 0 1 2 2 1 2 1 2 1 3. (2) #5 BARS AT ALL PANEL OPENIN,.S, EXTEND L- REINFORCEMENT 2'-0" BEYOND EDGE OF OPENING. O 4-1+ F. WHERE REINFRCEMENT !S SPECIFIED IN EACH FACE: W °- II +1+1. III it III 7+T Illlllpll 1+T+ i11■ +1+• ■ 1. PROVIDE 1 1/2" CLEAR TO OUTSIDE FACE OF WALL ltl+y AT EXTERIOR. IIII.'ly II II 111 1+1+ 11111111 >±1+1±1- III■ ■ Z II II II III 111111 II III■ III II III II Ruffilimi II 2. PROVIDE 3/4" CLEAR 70 INSIDE FACE OF WALL AT INTERIOR. II I III 2 111111 ■ ■ � T/FIN. FLR III 111111 II III 8 11 3. SEE DETAIL 4/A9. 167.0 G. STEEL PLACEMENT TOLERENCE NOT TO EXCEED 1/4"±. 3 2 3 2 3 6 3 2 3 10 11 10 A.10 West Elevation 6 112" PANELS c O 0- IC ) N J H GF E T C B A oi-j 14 K 1J K 12 K 11 K 10 K 9 K Kill EE 8 K 5 K 4 K 3 K 2 K W Q : } 2 1 I m lel+ (n t}l 1 9 T/FIN. FLP. - --- - -- - --- - - - ---------- pct 167.0 J ' r� Z 2 2 '� ��,� y� • �I)r JIB North Elevation ` .5 1112" PANELS DATE: 1-27-92 DRAWN BY: K VB CHECKED BY: 6 5 4 3 2 1 WEM REVISIONS: I (1BI� 1B MI 17 F] 11ST11 15 F I I II 1+ 1 111 III 1++I� ill w±+i++ 4 111 7 T. J _, IIII III III MACKENZIE/SAITO A ASSOCIATES.P.C. 1991, ALL R;NTS RESERVED Ili I I Ili) 111 1!1 THESE DRAWINGS ARE THE PROPERTY OP 7/FIN, F l_1�. ! 167.0 _- _. ------�'._._.�_..-- _.. ----- M)A)CKENZIEEE//SAITO h ASSOCIATCS.PC D6 AND iNRANY MANNEOT TO R EXCEPT OR THE PRIOR WRITTEN PFRMIS!;1 N! n[ 4,`,A 2 2 SHEET East Elevation 6 112 PANEL..S A6 r N [n OF 1 U N JCB NO. U 14140 $< 64 SW72ND AVENUE , 9062 in l)1= III AS ISSUED FOR PERMIT AND PRICING 1-27-92 IF THIS DOCUMENT IS LESS ' III I Jill � JillII( III I1I1l LEGIBLE THAN 1175 NOTATION, 2I I L APRIL 20 1994 IT IS DUE TO THE QUALITY OF Node m—+ri � t THE ORIGINAL DOCUMENT. — — IIII EIIII II�eIIIZIIII II9II ZIIIII8Z '111111111— --b[Iltl�llEll TIIII—IIZII TIlll IllTi Tl 1 i ll 8Ull UIl 811 1 L—I I—III 911—1 IIU4�' i — IM ZI—II hllI�lI,lId"l l8lil, II1II8ZIIZ FI—IEII 1111111111ZII T11 11 TIIII IIII 1> 13 13 13 --_------�7 A10 A10 P:0 iIII rI _ • �iIII 4 ��3 --- 29 \ -- ��_�12598 2 12 --- �--- TfPUTE AT PARA -18T/PLATE AT PARAPET- _--- T/PLATE AT PARAPET 5 L�-LQL� �-oou I 8 5 I 1 5 6 9 7- 6 6 I I-T/LEDGER T/LEDGER T/LEDGrR az mww' wN 0N - 0 ZO Za cr _o 18 il� orn0 4 3 v Ji 1 � 3 7 j z 5 7 8 j AO j A10 ¢ oav 2 10A10 X10 2 11 1 A10 I A10 L c I NOTE: SEE ELEVATIONS AND PANEL ELEVATIONS FOR LOCATION OF- STOREFRONT WINDOWS ABOVE ENTRIES. - W O 4 112" 24 I I _ T OPENING • •w o o e e LIQ "' :3V) ICL I � Z 35 `• � _ � 20 m O � z z n 23 26 � L. �1 i 4 ALTL-RNATE OPE T OPENING • • cn T NING W � y � _ f _ I WHERE UPPER WINDOW OCCURS 36 W wEn Qa 20 to 20 v, cl1 Z 34 v' T Q) r 30 • 22 ' - -1- 33 I to x 0 25 --------4. •O ,G x r�-� x b T OPENING ij x 10 105 6 A9 15 --- - 5 8 I :iIM. 1v I 10 9� 3 1/4 6 9 9 2-ar N N �- --- --- ----�\ I � -��r• 27 9 11 I 9 I FIN.FLR. T- I FIN.FLR. FIN.FLR, I I _ - ----- ---___ __ FIN.FLR. _ �L I ., •• . • I ° - .°. ° ° °. ° ' '• - . .. . . �. • ------ FlN.GRADE -- b -- -III-II .° •, .• ► . °, .°. v I .8 • ,'sy oo I O . •. n, . a ° ° ° v; . '•e • ' - I -1II-III - -�--_-- ► ► - b ^ ► • ' e ' • ?1 oo��o I A -�T- 1 I'}'• o o I 6 !-1 I !-1 f • h � _7 • .. 'i= • • = I � ♦ v s -,cF".;r=D 'ir2 I I , _ _ ` o o _ • • I I I ? --III-! r �c .- I - -I �I I�ol I. • • • • - I-III- • • • r » 21 I-3' CLEAR =1_11=111 111=111- I 111 LI_L-1LI---111 I. I I-I_I�--I I I-I a� J l.l-i I T"-T ll--_ � _ • • , -I�, _r Frc. I_ III=IIII ,,III-�I I I I-1 I I-!I -�I - I-I I!=,III- I I_1 I I-1 I I -I I ,.TI I I - i I I - �' � • U III Ili r r III Trr rrr I I-r rrT rrT- rrr �-L _ = I -III_ I I-I I I- TRE I 1 I TYPICAL 1 I ° I I I_rl I ISI I I: I -I I W - -I • . Tl�r -,, 7 � � Q _ -9 _I ALTERNATE TO BE USED AT: T 111�1T�IrI 1=11 11Lr I�I I f=1TTT -1 3" CLEAR I I --W DATA: 1-27-92 BUILDING C - GRIDS 9-2,B-3,D-2,F-2,H-2 TYPICAL- r FlN.GRADE 11 21 32 BUILDING D - GRID B-5,E-5,H-5 IN i i DRAWN BY: - • . 7 11 -III- T� WEM I I CHECKED BY: _ �' ETG. .s,-r-A 11,-•� • • - o 'Sy��I T � ►. .. . • a • I I - ° • o �j , " ° o r------ I-I--- - , REVISIONS: --- O s +� 0 0 O v-L11 111 ll1 �� -T�-III rl�l 3" CLEAR I I -'I I I III-•-- III-III- III I I i-. L_ -J TYPICAL w r-rT Tl-F- n- - I - IN - i WALL SECTION AT DOCK HIGH - SECTION AT INTERIOR COLUMN 3 WALL SECTION AT WINDOW 4 WALL SECTION AT STOREFRONT s WALL SECTION AT DRIVE IN A7 3/4" = 1'-0" A7 3/4" = 1'-0" A7 3/4" = 1'-0" A7 3/4" = 1'-d' A7 3/4" = 1'-0• MACKENZIE/SAITO l ASSOCIA IES,FG 1992, ALL RIGHTS RESERVED NESE DRAWINGS ARE THE, PROPERLY Cr MRO- ACK F.NIIE'SA1T0 3 ASSOCUTLS. PC(M/S KEYNOTES ��-� PRIOR I ITTEN PERMD ARP. NOT TO ISSION EXCEPT WIUSED OR RH�T E PRIOR WRITTEN PERMISSION OT M/SA SHEET 1. g4 AT 1'-0" O.C., EACH WAY, TYPICAL UNLESS NOTED 7. GLU LAM BEAM, SEE FRAMING PLAN FOR SIZE_ 14. 4 x P.T. LEDGER, SEE FRAMING PLAN 21. SEE DETAIL 6/A9 FOR PANEL CONNECTION TO FOOTING 28. SIMPSON VB AT EACH GLU LAM BEAM AT PURLIN LINE 35. SIMPSON ST9 AT 4'-0" O.C. PRE INSTALL. ON LEDGER BEFORE BOLTING o THERWISE. SEE STRUCTURAL ELEVATIONS FOR LOCATED NEAREST THE COLUMN (EACH SIDE) I.E. WRAP STRAP OVER TOP AND DOWN BACK FACE OF 2 x 6 ADDITIONAL INFORMATION S. FLASHING 15. STANDARD OR T.S. PIPE COLUMN, SEE FRAMING PLAN FOR SIZE 22. 2 x 6 D.F. 2 AT 2'-0" O.C. Wrp4 (4) IOd NAILS AT EACH END TOENAIL (2 EACH SIDE 29. SIMPSON SA-36 ACROSS GLU LAM BEAM AT EACH -y N 2. CONCRETE TILT-UP PANEL 9. 5 CONCRETE SLAB WITH FIBRE MESH 16. PLATE 516" x 11` x 11" WITH PURLIN, TYPICAL. 36. L3 x 3 x 1/4 (x 3") WITH 1/2" DIA. x 3" LAG, BOLT AT LEDGER AND / OVER 6" GRAVEL BASE (4) 3/4 DIA. HILTI KWIK BOLTS. 23. 2 x 6 P.T. LEDER WITH 5/8" DIA. PARABOLT AT 4'-0" O.C. 1/2" DIA. M.B. AT 2 x 6, 4'-0" O.C. 3. PURLINS AT 8 0" O.C. WITH SIMPSON HANGERS AND PLATE WASHER 1/4 5x1 112" x 5 1/2" VERTICAL 30. VENEER PLASTER OVER GYPSUM BASE. N AT EACH END, SEE FRAMINC PLAN FOR SIZE 10. 1/8" BENT PLATE EMBEDDED DOCK ARMOR, TYPICAI AT 17. FOOTING, SEE FOOTING SCHEDULE FOR SIZE AND REINFORCING OVERHEAD DOORS, SEE DETAIL 5/A9 24. P.T. 4x12.. AT FUTURE MEZZ. SIDE WALL W/(2) 3/4"A A.B. AT 1'-d' O.C. 31. PARAPET AT SIMILAR CONDITION p 4. R-19 BATT INSULATION (N.I.C.) 18. 4 x P.T. PLATE WITH 1/2" DIA. ANCHOR BOLTS OF 10 11. ASPHALTIC CONCRETE- PAVING AT 4'-d' O.C., COUNTERSUNK 25. BRONZE ANODIZED ALUMINUM STOREFRONT 32. 2'-D" x 2'-L7' BLOCKOUT, SEE SECTION 2/A7 5. BUILT-UP ROOF OVER 5f8" PLYWOOD 12. CAP FLASHING 19. 2 x 4 D.F. I SUSPURLINS AT 2'-0" O.C. WITH 28. RECESSED SOFFIT LIGHT, SEE ELECTRICAL PLAN 33. SIMPSON ST9 AT 4'-d' O.C., ATTACH TO 2 x 4 JOB NO. <' SIMPSON F2�N AT EACH END NEAREST PARABOLTS (SEE KEYNOTE 23) 6. SCUPPER/LEADER BOX' BEYOND, SEE DETAIL 12/A10 13. GREATER ABOVE 4 DOWEL AT 'TOP OF FOOTINGT04'-0" CB ELSEWHERE. EA E.R 20. 1/2" DIA. DRIP. TYPICAL AT ALL OVERHEAD DOOR OPENINGS 27. 4" CONCRETE SIDEWALK, SEF' DETAIL 19/A9 34. 4 x 14 HEADER, SEE ENLARGED ENTRY PLANS SHEET A8 290628 141411 & 60 SW 72ND OVENOE USE A MINIMUM OF (2) 14 PER PANEL LEG. FOR DETAILS AS ISSUED FOR PERMIT AND PRICING 1-27-92 1' nF 1A .... s •mc"ar. .. s<111118'Rv,.. :_�-..�.,_....-.._,_..-.-.�-+r..-n•�,� ..a ~ i IF THIS DOCUMENT IS LESS '� 1 III1 1 .11 11111.1111111141111 III I III III�I III-II-11I 1 I II111'I� LEGIBLE THAN THIS NOTATION, IIIII II�I III IIIIII III III��JI - APRIL 23 19941rjrIIII �S 0 ITIS DUETO THEQlALITY OF -TI � �11L I Node THE ORIGINAL DOCUMENT. L IL 8t I9t ILi A[ Ii IFI fii IZI IiiII1 0-m=m-T7.' 8U111111T2. tilcilIIIII IIIIIBIILIIII IITILIrl IIII8I ZIII �111 IZII► IItil-11 II£II IIIZIIIIIIOII IZIII ll I 11fillll L11 1111 IIII will ` I — -- AT SIMILAR END WALL r - ---- CONDITION ONLY ONE — c�+ o _ 4 0 �y TAB ON BASE PLATE - 1 IS REQUIRED 01 p ,^ A'} �3 0 El _ 0" 5'-0" 5 -0" 5'-0" G'-0" q) 5'-0" CE s ie cn — - 10 0 — — 5'-0" 5'-0 5'-0" 5'-0" 5'-0'• z A8 Lt, 2'-0" 2'_0„ o 5 4 4 5 5 4 A 7 9 On I 8 \ a n A8 A8 ---PLATWITHE 3 8" x 7" x 7" �„�„J < z N a, ---«-- --- q -• +- SIM. \ \ PARABOLTS/2" DIA. N v -- I T.S. 3 x 3 x 3/16 Z O � W N QT�J 10 � cr O to � 2 rasa �i *�Ja .._ 2 (� m A8 1 _ I c] 1 In 3 -_ - - `-- � 7 STOREFRONT COLUMN Q of A8 i� 3 3 6A 17 16 6A ;17 16 As 3,.-1'—O" - ' A9 A9 A9 A9 A9 - `n `oL- I 3'-0" to M �. 0 5'-0 3'-0" 5�_p" 5,_p.,�5, p.. � M 9 1 2" a' t_0 11 II 3/16" PLATE � --- _� 5 - -PLATE I/2" x7" x7' L A8 4. °i o) — 7 8 v V) I -- ---,- - - ----L N N .T/ CSI - � a) O 1 1/21 :3W 6A 3 Ie ��j ID� _ PLATE 1/4" x 8" 31 6 I I � A9 - - - -- - - iv WITH �14 x 8 x 9 1/2" 17 0 \ AT 3"( C5/SPACED A. M.B./2" _ FROM T.O.S. 70 70P OF 80L7 18'-0" % Z STO REFRONT COLUMN CAP 19'-0 16'-0" H 9'-0" 6'-0" 9'-0" 9'-0" -. --- - - - ----- - -- - --'f 1 BUILDING D - WEST ENTRY 2 BUILDING D - SOUTH ENTRY 3 BUILDING D - EAST ENTRY - CONCRETE PANEL 1 4 x 14 HEADER 5'-0" 10'-0" 6'-0" 9'-0" (6) SPACES AT 9'-0" = 54'-0"__- — - �6) SPACES AT 9'-0" = 54'-0" 9'-0" 6'-0" Z J 1 5/8" Rg x 6 x 6 WITH 5/8"0 M.B. 2 0V + � z x 3% x 3% I I � Z Ld Ts3x3x3/16 � 7A9 gA A9 I � 0 A8 O. 2 -� 2 _� 10 1 � 3 16 3/16 ' I 10 4 5 9 COLUMN AP C t I, A8 5 4 A8 A8 -0„ As A4c�� 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" , '� 4'-0" 5'-0" 5 0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" . 5'-0" t� _ , 3'-0" , ITE 0 x1 i:AII±O, I 10 i 5 BUILDING C - EAST ENTRY In I A8 1/8"=1'—0" 1 112 DATE: KEYNOTES __ DRAWN 9 : ___ (7) SPACES AT 9'-0" = 63'-0" � � DRAWN BY: - KVB 1. HANDICAP PARKING SIGN + 2, AREA TO BE LANDSCAPED CHECKED BY: � WF-M I rb •__ ' M I CONTROL JOINTS (TOOLED) AT 5'-0" O.C. MAX REVISIONS: M7 L4j 3. 2 x 4 STUDS AT 16" O.C. WITH VENEER PLASTER OVER �j 10 GYPSUM BASE AT EXTERIOR --r --- "' A8 4. 4 x 4 OF #1 POST WITH SIMPSON ACE4 POST CAPS, NAIL BASE OF Fs x 6 x 12 1 POST TO SOLE PLATE WITH (3) 16d 0 3/16 WITH 5/8-0 M.B. u� t� b 17 16 6A 3/16 R ! x3% x6 A9 2 A9 A9 T.S. 3 x 3 x 3/16 0 U) //--- ' 10 � o - co -- % - --`� 1991, MACKENZIE/SAITO# ASSOC•IATES,PC ALL RIG141S RESERVED THESE DRAWINGS ARE THE PROPERTY OF I -- MACXENZIE'SAITO R ASSOCIATES, PC(M/5 5 A) AND Ali NOTO DE USED OR R£PFRO DICED IN ANY MANNER , EXCEPT WfTH THE 5 4 4 5 PRIOR WRfTTEN PERMISSION OF M/SA 371-5 PLATE ((3 8" x 3 1/2" x 10" SHEET AIRA802LTS AND DIA. 5 0 5 0 5 0 5'-0" 5 0 5 0 5'-0" S'-0" SIMPSON CC044 AT TOP rk ALL AROUND- - - - -- -- WITH 3/16" FILLET WELD 3' q_)-0' ---T.S. 3 x 3 x 3/16 N o� 01- 10 04 4 BUILDING C - WEST ENTRY BUILDING D - NORTH ENTRIES r10 STOREFRONT COLUMN JOB N0. o As - - 3"=I'-O" Ag --o — - 00 - 290628 Q 1,q 140 R. bi 1 9W 72ND AVE1•il IE _ _ S ISSUED FOR PERMIT AND PRICING 1-27-92 14 OF 18 w „ .,errmrse�r:.•e>rnmr-ux,..Iraaa".,.. ._ .... .. _....,_... J IF THIS HIS D�OCUMENT L-Tr-, LI'Sg 4 ' I 1I1I1I1 I 11 II IIt IILI I I I II I'tI VI I II1I I.'I1 II I �'I IIIII I" I�IIIIIII IIIII2II IIIIII IIII3li1i � 6 10 IZ 1 - gpplL-. I Qnn 4LECIHLETHANP11SNOTAIIONL IT IS DUE, TO THEQUALITY OT" ri THE ORIGINAL DOCUMENT. III l9111t,1811-1111111 IIIIIIIII IIII IIIII�IIII IIII�IIIIr,,illu lli 11 1IIII IIIIINiII --__-- PLATE 1/2` x 3" x 6' WITH /4" CHAMFER DIMENSIONS (2) /5 x E" AT 3" O.C. 3/4w M'4X-� TT3YYALAN ---- SEALANT — B PANEL + 112* I----- m �/� EM@EDD BACKER ROD _-___Y!lR1E�____._.-_,y EMBED A (2) #5 AT 4" O/C. 7 �A - - I` --� - PLATE 1120 x 6" x 3' . 'L8" BEKf PLATT= WITH /3 x 1'-0" / �----------- I � ATT 1'-0" O.C. - - CONNECTION C INTERIOR -----.- _ -- EMBED @ EMBED B 0 I I -- ---- ----- - L _.. _ (2) #5 AT 4" O/C. °�t- I I ---- ----- ---- - \ `�' _ -- I 1 • O co �4 L3 x 3 x 3 8 x 6' LONG v I I M U — --- I I �- ~ N / INSIDE FACE I I CONCRETE TILT-UP PANEL . w _ � II A ----- EMBED B I I • - - ---•----•--- ---•-- -o I I � � ^ I I EMBED B EQ EQ -- 1/2" DIA. PUNCHED HOLE - - --- - -- r ---- - -- - -- - I { - o • • o �— -- - - - - - - �_ - -- ---- -- - I I a 1e ILIz / - - I I r I CLEARr 14 t3 w� I I OUTSIDE FACE 1)F Q Z V)rn �`' I I OUTSIDE FACE i� I I L2 x 2 x 1/4x5" LONG ^v PANEL I I z N b - - - v I I EMBED A NUMBER OF REINFORCING I I N U g � G- - BACKER ROD v u I I v BARS VARIES I I n { PLATE 1/4" x 6" x 4" fY I(;r CLR. SEALANT Zv w I I ��' I z w p EQUAL SPACING Z -BEND LINES �' 0 I w EXTERIOR I I W V) w m O CONNECTION C " 3/41 HAMFER ^ Q IIA.I I Z NOTE: PROVIDE CONNECTION EQUALLY SPACED, V I � 3 p I 3/4 MAX. 1TYYPP AT 4'-0" C.C. MAXIMUM. r•t ICONNECTION AT 1 3 POINTS 1'-0" ABOVE FINISH FLOOR AND Q N PROVIDE / 1'-0` BELOW LEDGER OR TOP PLATE o WELD EMBEDS/CONNECTIONSri-� PANEL TO PANEL CONNECTIONr3--� PANEL TO PANEL CONNECTIONr4- TYPICAL_ PANEL LEG REINFORCING __ 5 TYPICAL DOCK DOOR ARMOR Q �av 1 = 1'-0" A9 NOTE •SFE STRUCTURAL ELEVATIONS FOR 1 1/2" = 1'-0" A9 � = 1 0-� A9 ALL WELDED REBAR TO BE ASTM A706 STEEL N.T.S. A9 NOTE: SEE PAIJEL ELEVATIONS FOR REINFORCEMENT 3" = 1'-� A9 SIZE AND QUANT17Y OF REINFORCING SEE EMBED DETAILS L.. VARIES +' SEE FOOTING SCHEDULE FOR SIZE VARIES V SEE SEE WIOTH� 50AT 2US 40' O.C. 1/4 CONCRETE PANEL FOUNDATION FOUNDATION 14 AT 2'-0" O.0 'b 2'-0" 1/8" RADIUS (TOOLED EDGE) FOOTING - SEE FOUNDATION ir� -11,C D SMOGT'LI DOWEL O 1 PLAN FOR SIZE X1'-6" AT 2'--0" O.C. of J CENTERLINE OF PANEL - - — W CUT CON L JOINT GREASE AND WRAP ONE END 1X- WIDE X 1� SLAS DEPTH NOTE: AT THE POUR STRIP JOINT M AND FOOTING USE DEFORMED BARS, UNWRAPPED. °- o z EMBED D 'b in 1•� ., EMBED D o yw +�-- - m a .� EMBED B W p EMBED B ^ a e a to INTERIOR EXTERIOR > > �� - - o o 1 a" a O � °� • • — - �'- KEY WITH GROUTED PANEL M 1�4 Z - - ----� 6" CRUSHED ROCK BASE Z EMBED B I' 0" I�' CRUSHED ROCK - - BASE EMBED D N o 2'-Or AT j a 5" SIA@ 0 0 6 WALL TO FOOTING PLAN �7WALL TO FOOTING PLAN 8 DOCK HIGH DOOR SILL _9 CONTROL JOINTKi_o--� CONSTRUCTION JOINT w , A9 3/4" = 1'-0" A9 NOTE: FOOTING DEPTH MEASURED FROM 3/4" = 1'-0" A9 1 1/2" = 1'-0" A9 3/4" = 1'-0" A9 3/4 = 1 -0" BOTTOM OF KEY, TYPICAL 2 CONCRETE TILT-UP .� 1 1 AULK PIPE INTO HUB PAVED AREAS OUT OF STREET AREAS /4 AT 12" O.C. �' " QRZ. N4.-0� O.C. —H1NGEp TRAP AT 14" O.C. SHIM PLATE AS —2'-4" x 2'-4' x 2" i�T. WITH REQUIRED CAST LRL'.`: GRATE / / - r---- —r — ---- -- � STD. HOOK �—CONCRETE WALL PANEL to , MIRAt SEALANT WITH PROPOSED / ��---- ---- --'� APPROVED SUBSTITUTION BACKER ROD ) / z DUCTILE IRON DOWNSPOUT _ 4 1 2"/ HOLES CH FACE AT @ASE °- PROTECTION PIPE TERMINATE PAVEMENT AREA i// / PAVING — - - 1" DRAIN ROCK IR� }� x 6 x 8 COURSE LEVEL 0 a D.I. PIPE 5 -0" FROM o SECTION PLAN w I 9 4 WITH 2) 1¢4 x 6` AVING OR CONCRETE SLAB EO DEGREE SHORT TURN o / �� ,, 1 x 2}� POURED NCLSON WELD STUDS SEE SITE PLAN �- ELBOW HUBLESS CAST IRON BUILDING FACE � CRUSHED � BENTONITE CANT. WITH STAINLESS STEEL 3/4'--0 GRANULAR o ; NATIVE ` I AT 6 O.C. _ Q __ - ROCK BD.;( ^ CONT. WATERSTOP p °d b< BAND, TYPICAL / MATERIAL OR LAND:iC APING N ossos o�soeooso�`s�ossosansbeol EACKFlLL / BASE ROCK �, AR,lIdOUNT TERMINATION 1" xi n°•°A oM. •,�o•°a�,��°�•G•` / I• BAR WITH DRILLED OR g t�l 45 DEGREE SHORT TURN / / / ___ CONC. SLAB — .. ,I. 2" SHOT FASTENEP CL o 0 o I ELBOW / / b SOIL MUST BE CLR. g V RESISTANT MEMBRANE �`'i., COMPACTED TO ARASEAL ST►?EL ALL WELDED Q�E.OQ�FF AND COVER BEFORE BACKFILL -. r TEMP. SLOPE (1:1 MAX.} N , CONSTRUCTION. ASPHALT C. AND w 15 �� G•f9 -SOUD GROUT AT BASE CLEANOUT FRAME THIS LEVEL I '`� ;, v F ��5;•, FOOTING � o I OF WALL w 1.- MIULSION COATED INSIDE r- b N a� _ 0 45 DEGR E ELBOW �—APPROVED SEWER INE i - ! NGINEERED FILL AND OUT. 2'-0" x 2'-0" x 45 DEGREE WYE SHEET (H.D.P.E" WIDE R S DEL >_ INVERT N DEPTH REC?U[REO ✓J�y^k w oyEv o - — -T CL I �, � I Lt• ^ d ILI . b 1 FACE5 APPLICATOR). — ELEVATION '`� - `D j`� r tU OVERLAP ALL PARASEAL ELEVATION SEAMS 1 1/2 NAIL SLOFE AND I.E. VARIES �1 THROUGH BOTH PARASEAL SEE PLANS fE SHOWN SEE UTLJTY PLAN I 1 - w FOR PIPE SIZE,TYPE SHEETS EVERY 24 O.C. ON PLANS y AT VERTICAL SEAMS. .` r;. X-J -.---- I 1/4` PLATE STEEL ALL WELDED 0� B PERFORATED PVC � .1 PIPE OR ADS AT J�76 SLOPE ONSTRUCTION. ASPHALT EMULSION (2) 8„ COATED INSIDE AND OUT. CONT. - 3'-6" 1'-0" (4) 04 CONT, 2'-Or X 2'--Cr it T F J',r AT 12 O.C. CATCH BASIN �1 ' 11 DOWNSPOUT CONNECTION 12 PIPE BEDDING 13 CLEANOUT DETAIL ADDITIONAL DRAINAGE MAY BE REQUI.4ED� 15 C: N.T.S. VERIFY-PRIOR RIOR TO CONSTRUCTION OF FOOTING. A9 1) MIN. 2'-0" COVER ON ALL PIPE IN DRIVE AREAS. 3/4" = 1'-0" �J • o� V 3/4 = , -o" A9 N.T.S. AJ ri4 RETAINING WALL SECTION Or 2) LYNCH TYPE CATCH BASIN OR EQUAL �r A9 11L" = 1'-0" DATE: C-Ow 1-27-92 TOOLEEDGED 1 1/2' 1 1/2" EDGE, STEEL TROWELED DRAWN BY: 2X CROSS SLOPE � K VB 4" CONCRETE SLAB 1 _ WIDTH OF SIDEWALK — 1'- - - - AWITH T 5'-0" O.C.L JOINTS R A CONTRACTION JOINT REQUIRED11 CHECKED BY: SEE PLAN I_ _ _ _ _. - - - SLOPE TOP OF CURB �� - 4" CRUSHED ROCK 'il BASE 25' MIN. RADIUS ( i i REVISIONS: TOP OF SIDEWALK --�� EVEN WITH PAVING CURB BEYOND L' ` 1" RADIUS SECTION - 1/8' FALSE JOINT 6" BROOM FINISH BAUGN EYOND WITH CURB TOOLED EDGE TOOLED EDGE 1/2" RADIUS ' '-0" BROO�IED FINISH CONCRETE A V-0" MIN. WIDE SIDEWALK 4 CONCRETE SIDEWALK 4" MIN. THICK CONCRETE WITH MEDIUM BROOM - _ _ - -PAVING SECTION CONTRACTION JOINT REQUIRED ON PAVING SECTION FINISH -� GRADE CHANGE 1=al II I=1 I I- �.TAPER A T SIDEWALK � _ _ SLOPE �:,2 MAX. �� I;, _ � - -- - -� NOT TO EXCEED riA CURB D ° D I I1-I I�I I D j 10' MINIMUM 6X FOR 10 FEET. -� I- o III 1 RADIUS A9 3/4" 1'-0" e 4 _I I��i I I / i . ( 1" MAX. 6" MIN. THICK CONCRETE DIMENSION - UP SLOPE 2x _ - ON PLAN -_ -EXTRUDED CONCRETE CURB SET I( ° -- - _` _ IN EPDXY CEMENT MATCH EXIST. — Cl MACKENZIE^AITO r ASSOCIA TES,PC 6'MIN. �J, 6" ASPHALT PAVING '- -CRUSHED ROCK BASE �--4" CRUSHED ROCK BASE �I '� PAVEMENT 'r�� 99�. ALL GS ARE RESERVE() FINISH GRADE UNDER SIDEWALK, TYPICAL "'-=41 I- 1 ROCK BASE COURSE CURB A�EAND AA(NOT OEBE'USEDOMI REM O!_ PERTY OF MACKENZIE SATO h ASSOCIATES, PC M S / PRIORn IN ANY WRITTEN PERMISSIONOF U/SA THE ATO SIMILAR SLAB -){' I I' IT ROCK PER GEOTECHNICAL REPORT SECTION A-AU/ SA -- 2" � ) "-0 SHEET 16A DETAIL __ 9 CAST IN PLACE CONCRETE PLAN ONTRO JOINTS COMPACTED SUBGRADE- N¢TES: _—_ A9 CURB LED AT 1. CONCRETE SHALL BE 3000 P.S.I. O 28 DAYS, - APER CURB -0" C. 6 SACK MIX, SLUMP RANGE OF )j" TO 3" SIDEWALK -- - -- EXPANSION JOINT 2. SIDEWALK PANELS TO BE 5 FEET LONG. A T T� _-� NOTE: CONCRETE SHALL BE 3000 NOTE: CONCRETE SHALL BE 3000 AT 20'-0" O.C. 3. EXPANSION JOINTS TO BE PLACED AT SIDES //�\ SEE PAVING TYPES FOR PAVING THICKNESS AND PSI AT 28 DAYS. 6 SACK PSI AT 28 DAYS. 6 SACKOF DRIVEWAY APPROACHES UTILITY VAULTS, BASE THICKNESS MIX, SLUMP: 1 1/2" TO 3" MIX, SLUMP: 1 1/2" TO 3" E 112-EDGE, TYPICAL TROWELED WHEELCHAIR EELCHAIREM 4RAMPS, AND AT SPACING NOT zo TYPICAL DRIVEWAY & SIDEWALK OF 10 16 EXTRUDED CURB DETAIL _ Ki_7"\ ENTRY SIDEWALK 18 CAST- IN - PLACE CURB _ 19 TYPICAL SIDEWALK _ -- -- J09 "° A9 N.T.S. 3/4" = 1'-0" A9 3/4" = V-0" A9 -' 1 1/2" = 1'-0" A9 NTS 290628 A9 _ _ AS ISSUED FOR PERMIT AND PRICING 1-27-92 a 1 4o & 60 SW II! AVENUE 1ci I.I( 1f.3 LEG1131F IS, LESS 111IIIII�IIIIIII 1111111 1111111 1111111 VIII 11 l�f A f f f frl 1 1 1 I I fIl I t I 111 I I I I I I I I I !�I I I k firI � r *r r I I III 1 J 1 II I I APRIL. �_�3 1994 _ 2 ---- - - - - - 1 IT IS DUE TO THE QUALITY OF NG 36 6'�et• THE ORIGINAL DOCUMENT. - —� 1 E Z 9L L�T, 9Z Z 4L EZ I� iZ OZ 8I 8T "1'1111191,11111 1 9i [ 16�J11: L[ ii ql �8 I 9 IL �89 ► Ifi L I IIINIIIIII11NIII III 1 11 IIIIIIIIIII IIIIIIIII Ill IIII illllll Ilillllll lllllll1111i.it1lll�lll �Il 111 Illl�lill Illllllil IIIIINII -SHEATHING - SIMPSON ST2215 -_ - DAP TOP OF BEAM ONLY SIMPSON MST48 STRAP EACH SIDE PLATE �2" x 4" x 6' PLYWOOD S EA _ A7 FlRST HfNGE FROM £ND WALLS ONLY WITH 3 4" DIA. RAWL BOLT F70 PURLIN A7 8'-D" O.C. - PURLIN NAIL 1/2 TO TOP PLATE '` C------ - AT 8'-0" 0.C. ROOF SYSTEM MINIMUM 4" EMBED THRU _ 4,_O• _^ 7/8" DIA. A.B. ROOF AND 1/2 TO PURLIN - 51MPSON ST2215 STRAP �iTf}I WASHERS SEE FRAMING PIAN r SPECIAL. INSPECTION OF' SUB-PURLIN 4 _ ��_ �� BOLT INSTALLATION BY A/E SEE FRAMWG PLAN ROOF SYSTEM PLYWOOD SHEATHING - ---- - L �--- X PURN SEE LIFRAMING PLAN i-� I i _ - ♦ - 0 -GLU-LAM BEAM • I 1 I/2" SEE FRAMING POW) Q a FLASHING #� � SLOPE SEAT AS REQUIRED OR �/) 1j SHIM TO ASSURE FULLS FIRM V 1 O I I CONTINUOUS CLEAT I BEARING AT BEAM SEAT Z I i I I 4 x P.T OP PLATE w -- - ---- I _ -- - --- ♦ - WITH 3f 4J DIA. A.B. + �' 4..,... c� w N I AT 4'-0' O.C. 4� ? n NOTE: WHERE PARAPET �I f 1•� ---- I _--.- _ + + w V) GLU-LAM BEAM IS LE-SS THAN 12" �►� •I I 50 EMBEDMENT WITH MIN. � z �� 5 EMBEDMENT z ABOVE ROOF PLACE HINGE CONNECTOR ANCHOR BENEATH I Ie -SUB-PURLIN I I PURLIN - z U n. 6 d SEE FRAMING PLAN PURLIN I I SEE FRAMING PLAN I I SEE SIZE AND PLAN PURLIN I I � FOR SIZE AND HANGER PLATE 1/4" x 1 -'l x 7 1/2' Z z w o I PLAN SEE FRAMING PLAN CONCRETE PANEL 1 ♦ WITH (4 3,J4" DIA M.B. Y Q --GLU-LAM BEAM - SEE FRAMING PLAN I I FOR SIZE, DAP TOP OF GLU LAM AS SEE PURLIN FRAMING NECESSARY TO ACCOMODATE HINGE. P.T. LEDGER I I PLATE 7/8" x 1 5" x 8" v # •t CONNECTOR HANGER AT PURLIN SEE FRAMING PLAN I COLUMN ' ♦ U (A N SEE FLOOR PLAN N P.T. LEDGER SEE FRAMING PLAN 0 a- LEDGER BOLTING ELEVATION 4 PURLIN CONNECTION s TYPICAL INTERIOR COLUMN CAP 1 HINGE CONNECTION _ 2 LEDGER BOLTING SECTION 3 — 1'-0" AT PURLIN 1 1/Z" = 1'-0" A10 1 1/2" = 1'-0" A10 1 1/2" = 1'-0" Alo 1 1/2" = 1'-0" Al 11 1/2" A10 i 4" FLASHING SEE ROOF FRAMING PLAN PLATE 3 3 x 6" x 12 PLYWOOD SHEATHING TOSIMPUN AT -� WITH (2�3/4"0 x 4" I TO PURLIN AT 4'-U" O.C. � / FOR NAILING NELSON WELD STUDS I I NAIL 1/2 TO TOP PLATE AT 8" O.C. ; I ROOF SYSTEM AND 1/2 TO PURLIN u PLATE 5 116" x 4" x 4" -- - L WITH 5�8' DIA. RAWL BOLT — SUB-PURLIN 4- WITH I1 P DIA ST2215 �— - SEE FRAMING PLANMINIMUM 3" EMBED IN WALL I I II - w - BEND REINFORCING BARS TO FITWOSPECIAL INSPECTION OF BOLT 4 0 I I I - _ NPLATE 1/2" x 2" x 4" � v INTERIORINSTALLATION BY A/E • BACKER � � � � I I —^---_-__-_.=f_ e P.T. 4 x TOP PLATE WITH I -� I I (2 PLATES 3/4" DIA A.B. AT 4'-0" O.C. _ NAIL 1 ROW ONLY COUNTERSUNK WITH MINIMUM 5" 3 1a `� •-• O 3)4 x 5" x 9" EMBEDMENT, NOTCH AT BEAM 2 1/2"d x b'"0 3" O.C. I'V HANGERS 1r,74+— L17 • I • I l NELSON WELD STUDS 4 I toHAIR PIN I FLASHING I » ARIUND STUD--� I I -L8" x 4" x 3/4" x 1'-2'(SPUT) 11 1 1GLU-LAM _ c CONTINUOUS CLEATI BEAM, TRIM BOTTOM I10 AR HAIR PIN I I AS REQUIRED TO ASSURE FULL, I I • • • - - - 0 AROUND STUD I 1 112' FIRM BEARING AND TO 4 x P.T J D PLATE I I ZGLU-LAM 2'-6" VA ES / ACCOMODATE ROOF SLOPE I AT 3'-6'H 3/4 .C. A.B.CENTERLINE OF I BEAM, TRIM BOTTOM ITC—� WELD STUD AND J AS REQUIRED 70 ASSURE FULL, PLATE 1/4" x 7" x GLU-LAM II COUNTERSUNK WITH MIN. ~ CENTERUNE OF WALL I I , FIR BEARING AND TO I i - I DEPTH MINUS 1/2" WITH (2) •I I 5" EMBEDMENT 1 1/2" CLEAR W I I SUB-PURLIN ANGLE AFTER V ES_ 1 1� ACCOMODATE ROOF SLOPE Ito I 3 4" DIA. M.B., 1 1/2" I ! 2 x 4 SUB PURLIN WELDING SIDE I o VERTICAL SLOTTED HOLEA'f TOPEXTERIOR �-PLATE 1/4 x 7' x GLU-LAMi PLATES OR I DEPTH MINUS 1/2" WITH (2)3/4' DIA. ANCHOR BOLTS FAB. WITH I10 3/4" DIA. M.B., 1 1/2" AT 3'-6" O.C. (2) T ANGLES I 1 o VERTICAL SLOTTED HOLE AT TOP -f•- - PLATE 3/4" x 3" x 6 7/8" I I CONCRETE PANEL P.T. 4 x 6 LEDGER I 7 x 6 7 8" n ' ` I AT DOCK HIGH PANELS PLATE ./8" x 6" / -CENTER BACKER 4 ON SIDE BEAM PHANGER AT PARAPET 9 SUB— PURLIN CONN . AT TOP PLATEKio LATE HORIZONTAL REINFORCING DETAIL 6 SUB—PURLIN STRAP CONNECTION GLU — LAM BEAM TO CONCRETE PANEL s 1 1/2" = 1�—�' Alo NOTE: 1 1/2" = 1'-or A10 1 1/2" = 1'-0" A10 1 1/2" = 1'-0" A10 1 1/2" = i,—c" A10 SEE STRUCTURAL ELEVATIONS FOR SIZE AND QUANTITIY OF REINFORCING MAINTAIN REQUIRED - COPING WITH STANDING SEAM �_ COPING WITH STANDING SEAM — #3 CROSS TIE REINFORCING 2. 2" �- SHIM-SLOPE TO DRAIN CLEARANCES AT -1 6" - SHIM-SLOPE TO DRAIN UPPER NOTCH T7T CONTINUOUS CLEAT CONTINUOUS CLEAT (2) #5 EACH FACE % E o P.T. 4 x TOP PLATE • WITH 1/2" DIA ANCHOR P.T. 4 x TOP PLATE — 180' HOOKS WITH 1/2" DIA ANCHOR 'ti II ,_ ---- -.-----, .r '� I I BOLTS AT 4 0" O.C. _ ---- BOLTS AT 4 0" O.C. COUNTERSUNK I CAP SHEET T/ROOF COUNTERSUNK 0 0 #3 LONGL AT 12" O.C. • I I i! FOASTENED AT 2'INO" O.C. �� - DERL�I^U�1 PLY � 'S' LOCK SEAMS AT 8'-0" O.C. ROOF HATCH M I I I I SEALANT ROOF FELTS Q • II II LEADER BOX 110 SEAL TOP OF CAP AND I to SURFACE MOUNTED REGLET NATTER FIBER CANT DERBIGUM LAYER WITH I I RIGID INSULATION -z zzz -------- #3 AT 12" O.C. � I I FABRIC AND MASTIC SEAL TOP OF CAP AND \ DOWNSPOUT DERBIGUM LAYER WITH `D FABRIC AND MASTIC � CONTINUOUS CLEAT I 0 • II BUILT—UP ROOF I I FASTENERS AT 8" O.C. I I FASTENERS AT 8" O.C. ROOF SHEATHING (2) #5 EACH FACE GALVANIZED SHEET I CAP SHEET --- CAP SHEET -- ' METAL LEADER BOX I 0* _I I DERBIGUM PLY DOUBLE 2 x 6 •r I I DERBIGUM PLY I 0 0 0 - --- BIRD SCREEN ROOF FELTS ROOF FELTS A SHEET METT'ALVANIZED ` FIBER CANT .� - i I FIBER CANT h J . . . . e DOWNSPOUT I 1 112'. C LR. 1 112" CL R. 777 TILT UP CONCRETE PANEL -`F-- 4" 4" --,i-4- HEAD SECTION 12 SCUPPER DETAIL 13 PARAPET FLASHING 14 PARAPET FLASHING K15 ROOF SCUTTLE ':3, WINDOW H " _ " 1 , r — 1'—cr �10N.T.s. A10 1 1/2 — 1 —0 A10 / — OF A10 1 1/2" = 1 —0" A10 � DATE: 1-2-7-92 DRAWN BY: _ KVB T.S. COLUMN 5 x 5 x 1/4 I ti w w w I p U CHECKED BY: SEALANT ° j v ° i i ° W WEM UNE OF WALL ABOVE HOLLOW METAL DOOR FRAME w I I w I I I INTERMEDIATE T.S. MULLION I `? o { REVISIONS: ` AT O.H. DOOR/O.H. DOOR JAMB ? z IV I. I o I' I ' .S 5 x 5 x 1/4 � a WITH C 3�4 PANEL CONCRETE WALL PANEL v ° a w I I T / ° i AT EXTERIOR TOOLED EDGE I TIP 3/1 I I PLATE 112* x 5" x 8" ' .f L — 26 GAUGE PREFAB L J v TYPICAL w ¢ ' w I I WITH (1) j4 x 8" REBAR _- _-._ __- _ -----.. _- - -- --. - - - ----�J SHEET METAL FLASHING v w � I I (GRADES 4 ) 0 1 SEALANT AND BACKER EACH SIDE !v n v SEALANT EACH SIDE I Z v II n o HOLLOW METAL FRAME v ANCHOR AT 4'-0' O.C.MAX. HOLLOW METAL FRAME a INSULATED GLAZING PLATE 1/2' x 5" x 8" 1 WITH 1) 4 x 6" REEAR 3/1 ° a ( / TURNED DOWN SLAB EDGE ------ ----_ - T APPLIED DRIP (GRADE 40) v AT O.H. DOOR OPENING _ syr -- 3/1 J L �— 1992, AU RIGHTS RESERVED INTERMEDIATE T.S. MUWON ° v n WINDOW STOP � A7 O.H. DOOR/O.H. DOOR JAMB — MAfKEN2iE/SAITU 1!ASSOCIA IES,P i T.S. 5 x 5 x 1/a ° 5/8" x 1 1/4" TYPICAL 4 SIDS. ES, ANCHOR AT 1T�HAESE DRAJWINGS ARE THE PROPERTY(UF ,U SAND ZMC NOTTU 0 BESSEDEURPREPMRO- 2 —" O.C.MAX. D CED IN ANY MANNER. EXCEPT WRH THE v LINE OF WAI1 ABOVE APPLIED DRIP PRIOR WRITTEN PERMISSION OF MSA HOLLOW METAL MUNTiN Tm 3�� I I ° 2 PIECE I I ° OVERHEAD DOOR, TRACK AND SHEET CONNECTION BY DOOR C) I I MANUFACTURER �- HOLLOW METAL DOOR a i I A 10 cu 4 3,( OF 10 CIN (LI 1-4 N . AT SLAB 18 DOOR JAMBS AT T.S COLUMN ri1-1 HOLLOW METAL TRANSOM MUNTIN �� HOLLOW METAL DO JUB N0. 16 T.S. MULLION HEAD 1� T.S. MULLION CON - --- � 1'-0" A10 3' = 1'-0" A10 �' = 1,-0" A10 �" = 1'-0" A10 JAMB SIMILAR � = 1'—'� 290628 A10 AS UED FOR PERMIT AND PRICING 1-27-92 , 1 1,.1 ✓L 60 914 72ND AVEMUF I,,) rIF 19 _. X LF THIS DOCUMENT I:i LESS • t�{ Ill �lll 411 Ill�lli IIll III�11! III�IIf 111�T� � r�1�1�FIll�l�l ill�lll II1�CjT �I�III IIII III�III�III�III III�III�III�I�I Ili; 7r ...... . - a,., ,,,, .n , 1 I 2 --3 -—-`� 5 -- �j g 9 I I I {' 1,E(,IHLIs '1'IIAN 'I'fI1S NOTATIONo 36 N, I I 1� APRIL �.t3 1994 ^ , 'P" I'i' IS DLII; TO '1'HS QUALITY OF 7- , CIIG ORIGINAL DOCUMENT. g Z �1111&1111111111119 Z Z 6Z EZ Z TZ OZ RT 18T Li 9T 4T 6T I ET ZI TT T 6 18 L Q I 4 fiFlu 71111;11� � r I � I II IIII IIII ��II�I��IIII�IIII ��II��I�IIII�I��III�I�II I��II�III II�I�II��►��II►III�I�I► IIIA ��II IIII�I1 ►II��►I,► III�i 11 ►►�l�►l►l`►Illlllll . IUU�ill��illl�llllll I1�ilI�ll,1tll111111ll11L11ilil lllt� F Y BENTLEY HEr,�TL-EY Et-4GIr-jEERIrJG cc MRANY 2020 SW FOURTH AVENUE, PORTLAND, OREGON 97201 �--- - (503)222-1525 FAX (503)222-2996 _ J -- _ . - - - ---- a W 1J � ' .r...:txs.___r._.�:_i-- -._ :.' ._.Va-^ea.a�zre �.�._.. -�R._.._.�._-_._--�su:ss-_.--�:r .. : -r_,s+nx�a.'��a-a�.a:'v.R e.:es _ ..e- -- s-s'v-e.t-a'-z.-a—.--�-:.ice.: _e..._ »+��.-s'+_m._zs-•�F'.m..e_._._._—..� . w #10 c� uj6 Z � NUQ � o Z o a 0 1 TELEPHONE 0 SWITCHBOARD- BOARD SEE NOTE 0 BUILDING C� II - -_ -J- J - - I I SERVICE _ c� 3Zot SECTION. ELECTRICAL _ , U NJ" _ Q ROOM o~M - 5 ty (Doa 1 LL 6° r --PROVIDE JUNCTION BOX < 0 - HPS-5,7G) FRE ALARM RINTERTIE� A" NOTES THIS SHEET GENERAL: ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL CORD. W ALL RIGID ELL.S. 1" AND LARGER TO BE LONG SWEEP RIGID STEEL. Z F -----�`\ INDICATED CIRCUIT TO BE RUN VIA EXTERIOR LIGHTING CONTROLS. 5 1 SEE DETAIL 4/E2. � ,, ., , .�, A 1 L I"I"I A O CONNECT TO HOUSE SERVICE DISCONNECT LEG AS SHOWN ON ONE Z y I _ DIAGRAM DETAIL 2/E2. CIRCUIT VIA EXTERIOR LIGHTING CONTROLS. O PROVIDE 120V FROM PNL. 'HP' CIRCUIT 3 (1/2"C., 2#12) TO TAMPERJ-BOX AT CH, CONNECT AS REQUIRED. COORDINATELOCATION WITH OWNERW W TO SWITCHBOARL) I I SERVICE SECTION. I 1 4 f Z a T TELEPHONE � \ I I !� o Q ! / E�OARD, j I \ I a) V FIXTURE SCHEDULE EXISTING -- .(1) III 4:PVC j J 4)4"PVC-3 'B.G. I I I �� - - - TILITY POW R t POWER) ` j ! ! I I ,. „ " w POLE TO BE -� 1 1 I "� A WALL MOUNTED HIGH PRESSURE SODIUM FIXTURE WITH DIE-CAST ALUMINUM III RELOCATED. �� , I I ' HOUSING, 277V HPF BALLAST, FUSING, DARK BRONZE FINISH AND WET " Z i PROTIDE CONCRETE `l I LABEL. (1) 150W COATED HIGH PRESSURE SODIUM LAMP. MOUNT AT +20'-Cr STUB MIN, -- V I ANSFORMER PAD I _ - - A.F.F. (VERIFY). COORDINATE EXACT LOCATION OF FIXTURES WITH ARCHITECT 6•-0" UP �' j j PE POWER CO. AND EXTERIOR ELEVATIONS, HI-TEK #TWP-150S-277V-SF. POLE. `� j ( REQUTA!`ENTS. L1J ( `� ~-3/4" PVC CONDUIT "B" RECESSED INCANDESCENT DOWNLIGHT WITH THERMALLY PROTECTED HOUSING,PROVIDE UTILITY-1: �., TELEPHONE I ONLY WITH NYLON COILEX BAFFLE TRIM AND DAMP LABEL. (1) 150W R40 LAMP. HALO ,VAULT #506LA PEDESTAL PULL CORD # # FLUSH-IN- I (2 4"PVC l _ -r _ ^--- " " #H-7T HOUSING WITH 41 U TRIM. GROUND VAULT 36�'B.G. ,'-{4)4"PV)-14)4-PVC-36-B.G. L -� — / _ - C FACE MOUNTED 8 FOOT - MP OPEN FLUORESCENT STRIP FIXTURE. PER POWER ( _ r SUR OUN 00 1 LA E REQU REMENTS� I ( ) �\ ---1---' - t -- -.r---1 r T 1 _ _ -- t ------T - _ T---, r i _ _T.__�--- (1) F96T12 LAMP. LITHONIA #C196-120V. TELEPHONE ``�`a,._POWER T - __ �. r l � 1 ` \` I 1 rO SWITChBOARU J ERVICE SECTION. I 1 TO TELEPHO14E BOARD. / y „A„ I SYMBOL LIST �A A71 T �B„ T `_' Y r--+i FLUORESCENT STRIP J- I 0 RECESSED INCANDESCENT N i - -- PROVIDE JUNCTION BOX I Y (:3H WALL MOUNTED H.I.D. . AT +12" FOR FUTURE #10 11J ` I I FIRE ALARM INTERTIE. 1 QI JUNCTION BOX i i i I HPS-5,7 G1, , #10 N. I DUPLEX RECEPTACLE V J SINGLE POLE SWITCH PANELBOARD I 02 I` CONCEALED CONDUIT BUILDING C III ---------- CONDUIT IN SLAB OR UNDERGROUND N N . A H I Q1 SHEET NOTE DESIGNATION - #10 "A" . O UTILITY CQMEANY CONTACT`S r ELECTRICAL �I c POWER - PORTLAND GENERAL ELECTRIC SEE NOTE G,3 TELEPHONE ROOM 14655 S.W. OLD SCHOLLS FERRY RD. BOARD �I I BEAVERTON, OREGON 97007 - MR. BRIAN MOORE (503)643-5454 EXT. 351 (,ATE: Lil I A:, ^A" I "A" A PHONE - GENERAL TELEPHONE JULY 1, 1991 P.O. BOX 23416 DRAWN 8Y: LLJi ' 12460 S.W. MAIN - ----_-_- ------._--- � TIGARD, OREGON 97223 GLR/JB Q _ I SWITCHBOARD I r MS. VIVIAN BACKMAN SERVICE U I SECTION. II (503)620-9257 CHECKED BY- JF�i N l { i ^ REVISIONS: r I 11 I r I _ IN NAClfENZIEj SAITO t ASSOGATES, P OIiYO, ALL PoO11T5 RESERVED (NESE DRA�MIND5 ARE ME PROPERTY((Of `ARE�4NiIELOS OF DUS.LD OR REPRODUCEDSA `WIMNNrR y EP RYS90M�T SA 'HE PRIOR I L I GRAPHIC SCALE SHEET r ` w o 1e x w 120 ( IN FEET ) EXISTING BUILDING 1 inch = 30 tt J:43 NC. TO BONITA • l_ ROAD I i SIA( 7.-.2ND AVENUE I- CIF tR "• I `A tl1 111I1111 !II III I III'IIII'111 III I IIIIIII I 1�1111TI 1� ri 1II I 111 IIII I I�I III IIII I1 11!T 11111111111 I �I,II II LEGIBLE 'I'UAN 1l1: NO''nTION _II�III I I I I_IIIIII'`III f,I0II III I 111 III1Ii1II illlI ll ill1ll 2LI ' APRIL 7 1994'PiIS DOCUMENT IS LEST I1' IS DUETo THE Qum,IT' of No 30 •�;_-` [IIII £II�IIIZ I�IIBIt l8ll ZIIIIIIIIZIIII�i6Zllll-lI ll�ElllZl-lilIllill ZIlllIfillii ZIIII1I 11O11 ZIIIIIII911 [1111�II8I1II1I11i1�11L11��1i1111�Il9ifjjli lllllll 4Iill1�11�161I i(I�I111�1E11�1I1111I1�VI7IIII1-11lIil llil illlliI lllll I ilI lllLRl'lllllll 9IliliIllll L illl 9Ililia llTIE ORIGINAL DOCUMENT. vgllllAlil�ll il1-l 30X , I IIII�LII IIII�IIII IIIIINIII BENTLEY BENTLEY ENGINEERING COMPANY 2020 SW FOORTH AVENUE, PORTLAND, OREGON 97201 _ (1)4" SCHEDULE 40 PVC C,O, (503)222-1525 - FAX (503)222-2996 WITH NYLON PULL CORD FOR - PRIMARY. SEE SITE PLAN, SHEET El, FOR LOCATIONS. - PROVIDE CONCRETE TRANSFORMER PAD PER POWER COMPANY SPECIFICATIONS. TRANSFORMER FURNISHED AND INSTALLED _ z BY POWER COMPANY. ,ROUND PER N.E.C. �0 w REQUIREMENTS , Ari EL H P * LOCATION ELECT. RM. TYPE PLUG-IN -- (4)4" SCHED. 40 PVC WITH NYLON PULL CORDS. ,- 100 AMP 120/240 VOLT 1 PHASE 3 WIRE (/^? o STUB REBAR THRU BUILDING SLOB - - - ------- CIR -BKR FDG _ - w DESCRIPTION —^ _ LOAD �.\W z FOR LIFER GROUND SYSTEM CONNECTION NO A. P. WG A C. TO SERVICES. TYPICAL ALL SIMILAR 1 20 1 12 ELECT. RM. LIGHT & RECEPT. 352 LOCATIONS. �� TAMPER & FLOW SWITCH 180 W Z n 10 ENTRY LIGHTS — 135U �- — Z la tz TENANT 1 • TENANT 1 TENANT 2 • TENANT 2 -� 10 _-��~ - 900= NJ U 0 O I # (� 1 I1 # 1� N 1 TENANT N3 11 TENANT N3 n SPACE .. 1 20 1 12 BASEBOARD HEATER SOU-___ z rO�1 L - - - - - - J I r � -IL - - - - - - J I � �� f'" � ""1L - - - - - .- J I - - -- - - - - - _ - _ - - - _ � SPACE - Ll� vi wQXo • .. { - � � � m0m r'- -J% L_l__ - - - - - - Lt --I - - - - - LJ--I _ � '61 ROOF ACCESS LADDER �� / r --- SERVICE SWITCHBOARD SECTION 1 - U � N N it it PER EUSERC 354 AND POWER /—PROVIDE lo' OF X16 BARE �� COMPANY SPECIFICATIONS, I — - � T o 1-^ COPPER CONDUCTOR. �� I �2 Lo0R TERMINATE ON REBAR / r Of p O_v 7 BLDG. C 1600A 480Y/277V 30 4W I MAIN BKR 30A TOTAL KVA 1702 1580 Q AND COIL AT TERMINAL _r r \ BOARD. `� / r 4"C.O. WITH NYLON PULL I-1/2"C, BLDG. D 1600A 4$pY/277V 30 4W { -•- / / CORD UNDER SLAB. r - - 4a3 THW CU 1 TOTAL KVA 3.3 TOTAL AMPS 14,2 13,2 B t STUB UP AT FUTURE v cc - ` r / C.T. CABINET .LOCATIONS I 'k i BOTTOM ❑ SURFACE ❑ S.NEUT ® FEEDER SEE ONE-LINE W AND PROVIDE THREADEDI z 1 TOP ® FLUSH ® I.G.BUSS [3AIC SYM, 10,000 -- COUPLING FLUSH WITH a r / FLOOR. TYP, FOR 4, I ?, -� PANEL SHOWN IS TYPICAL FOP, EA,,H BUILDING. LOADS SHOWN IS WORST CASE. Z HOUSE TYPICAL —-'��M� (EQUAL. OVIDE BASEBOARD 1 r / ( O METER 400/600A TENANTI ` I W HP-1 1 A �� i r I r METER BASE. U ATER BELOW. 50OW , , r / I I z 0V W/INTEGRAL "C^ rr "C" 1 1[- 1 CD 0 ERMOSTAT. CADET rr^^ F-500-BTF OR _ 4' X B' X 3/4" A-C �� / / �' L T -i v! > PROVISIONS FOR (5) 400/600A TENANT ► rr i �_jo 4#H THW CU. I SERVICES. Z M W PLYWOOD TELEPHONE � / / �, r - \ TERMINAL BOARD, T / / I I _�� M 400/60OA 3P , —+(+ T V//J W O lrl rr 1 I- DISCONNECT. I SERVICE / I w r / c 30A/3P SERVICE DISCONNECT. I � I � Q 1 I % FUSES: FRS-R i 5A. Q w / 3/4"C., 2 10 THW CU I h a HP-1 �� i i I ~ I TO EXTERIOR LIGHTINir 1#10 CU. GRD. L - J I z CL PHOTOCONTROL ON ROOF. ® Q STUE UP FOR TELEPHONE 1�8 CU. ♦♦^^ SERVICE. SEE SITE PLAN i r / V! SHEET E1 FOR SIZE AND ; I J - 1/2"C. ROUTING. / / EXTERIOR LIGHTING / / CONTROL BYPASS 2#12 THW CU. - - ----------- _ T r r - - - - SWITCH. z r r r-'r -� _ 5.OKVA 480V-120/240V 10 3W �� L_ -J -1 TENANT #5 I L__1 TENANT #5 I I DRY TYPE TRANSFORMER. Q • _- NOTE A.L.R. INC, #AT-20 PHOTOCONTROL uj t 1 BOND WATER, FIRE SPRINKLER AND 1 ry',4 �- :-- WITH ADJUSTABLE SENSITIVITY, ;AS PIPING TO MADE ELECTRODE _ MOUNT ON ROOF AT +12" FACING - ----_- - --�- _� WITH X3/0 CU. - 3�4'.0 PC NORTH. COORDINATE LOCATION `- WITH ARCHITECT. _ PROVIDE SINGLE POLE SWITCH NEXT T�-- __ •1 `--- (6)4" CONDUIT 3 10 THW Cil. PANEL 'HP'. LABEL "EXTERIOR LIGHTING HOUSE PANEL-y SLEEVES THRU CONTROLS BYPASS". s -- 20A 4P 600V ELECTRICALLY HELD & METER 1600A WP SERVICE - WALL. HOUSE ' CONTACTOR WITH 277V COIL. SQUARE D SWITCHBOARD SECTION PANEL ` OR EQUAL. MOUNT ABOVE PANEL 'HP' PER EUSERC 354 AND 'HP' AND LABEL "EXTERIOR LIGHTING CONTACTOR". POWEF' CO. REQUIREMENTS ..J TYPICAL ELECTRICAL ROOM PLAN VIEWHP-5 W L_E2j SCALE: 3/4" = l'-0" TO TYPE "B" ENTRY rJ I 2 HP FIXTURES. W TYPICAL ONE-LINE DIAGRAM - 0 a E2 NTS F 277V POWER FROM 15A TO TYPE " I BUILDING W FUSE LEG OF HOUSE MOUNTED FIXTURES. .� Z SERVICE DISCONNECT SWITCH. SEE ONE-LINE, 1 I SPACE DETAIL 2/E2. _ 0 cI! t UZ j 4 EXTERIOR LIGHTING CONTROLS (TYPICAL ALL BUILDINGS) j E2 N.T.S. - W i TO BUILDING TO HOUSE PNL 'HP' EXTERIOR LIGHTING PHOTOCONTROL ON DATE: ROOF. JULY 1, 1991 I DRAWN BY: 5.OKVA 48OV-120/240V - 1 r- - - -� r• - - r - - f—_- 10 3W DRY TYPE 1 I 1 1 1 GLR/JB I ` M I MOUNTEDTRANSFO . WALL HOUSE I ` M� I I ` M� I I t, M' I CHECKED BY: 1 '/ I 1 r I- - - ter JEM - - � � _ - ter - - - - - - - 1 � _- � I -- PANEL I I 1 11 I I I 1 11 1 ALT. At T. ALT, REVISIONS: ALT, SERVICE I I I I TENANT II I I TENANT I I TENANT 11 TENANT I DISC. I FUTURE I ( #I 1 I FUTURE 1 1 #2 I I #3 11 FUTURE 01-21-92 I III I #5 I EXTERIOR LIGHTING �- i 1 400/600A I I 1 A11 400/600A I I 1400 600A1 1400 600A11 400/600A I11 FUTURE III I I CONTROL BYPASS I 100u SERVICE I I 400/60O SERVICE I I / / SERVICE I 400/600A L- - - J I I I _ _ _ _L_- - - J SWITCH. I DISCONNECT III r - - - - - - - - DISCONNECT III r - - - - .- - .7 r - - - - -L- _ - -Jj1 DIFORNALTCT 400/600A I i _ _ I FOR ALT. I 1 FOR ALT. I 1 1 SERVICE 11 I r - - - 1 1 , 1 1 1 ❑ I TENANT #1 1�I I I I TENANT #2 1�I I 11 11 TENANT X13 I,1 DISCONNECT I 1 I I i I I I 11 11 IIU--��I FOR ALT. I I FUTURE TENANT N5 I NEMA 1 LOCKABLE I I I I FUTURE II I I FUTURE 1i FUTURE II 1 1 I I 36" X. 48" X11" I 1 I I CURRENT TRANSFORMER 1 CABINET WITH HOUSE I� 1 I I 36" X 48" X 1 1" (1 I I 3fi" �( 48" X 1 1" 11 36" X 48" X 11" I I I CABINET FOR ALT. ( PROVISIONS FOR PANEL ( 1 I CURRENT TRANSFORMER II I I CURRENT TRANSFORMER I I CURRENT TRANSFORMER II I 1 I { TENANT y5 1 CABINET FOR ALT. 1 1 CABINET FOR ALT, I I CABINET FOR ALT. I POWER CO. SEAL 'HP' I I TENANT N1 I I TENANT #2 TENANT #3 I I I I I I I I I I DA I I I I I 1 1 I I II 1 I L - - - - L - - - - - - J L - - - - - - � I - - - - - - -- � I I - - I II I /e MACK E112[/SN10 � ilS50CMTfS• P.0 �I IM). µL RR;HT$ RLSERWI) 1 O 1 I 1 i t THAEcSE L�R/UI Wg ARE THE PROMRT'; Or 1 1 1 I I { MtKNo1 r,0 re tlSC0 (011 RCPROPMED I I I M ANYMAN►fR, IRM ',HE FftW 1 I I I I I I I WHEN PERMRSgN 0CxCCPT MSA I L- - - -- -- - - -- - --� �- __-___.___-�- --•----- -- -- - .. - ---- --- ___ __ --- -- - - ---- SHEET E� 2 �Q,0 PkUf� ELECTRICAL ROOM_ ELEVATION 'A' �\� A - ELECTRICAL ROOM ELEVATION 'B' `15 E2 SCALE: 3/4" s t' 0" _._-_----- --_- ------ -_-- ------- —___— 15L 0.1 2 SCALE: 3/4" = 1'--0" 7 '4 v�� .9�•.JI JOB N0. L t y� :i ES E.MM I 60 Bbl 72ND AVENUE tB OF 1.N tet - .. t - q� t � I IF THIS DOCUMENT IS LESS fIi Ill III 1111111 111 III I II �I� �I� Ali ILL tl1 r �f r11 III 111 1fI III 111 III rlr II I1�1111 ��I��li �I� �IiL � IIII��_' ' ��I�ii 111�11 �I IIS ��I��I ��1 �I� il�l�Li - 7. • Z 3 � 4 5 16 �. _I?1 I I 18 _- 10� 11APRIL 1994 LEGIBLE THAN THIS NOTATION, L l_ l - -"----- - -- N.ie Ip'�IIGR" ♦" IT IS bl1E TO '1'IIE O11A1,L PY OF _ _ _ THE ORIGINAL. DOCUMENT. - - -T'lilillitil-11-11 - T16111111111 -Ell LL8ZZ fZ II E7ZII p� 4l 9IIIIIIIIIIII Illlllll Illi�llll Illl�llil IIII�IIII IIII111i11111�i1i1111111i11111111111 IIIf�IIH IIII111 1111�1N1 III1�1111 IIN�1111 illlfllll Ill111111 llilll �Il�llll IlllillllllL;iUll ILII Illi l Ull�llll Illi Illi IIIIINII