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12744 SW NORTH DAKOTA STREET-4 y 1 w °i C F- C) N Q U rn C U a, 0 Ly V)PACIF (A p m ►� ` o 0 IC CREST PAHTNERSd o aL. 00 C M Q a F- mo)o 0 Q } N r• 0 n ornrn I W ° c oN w M LnN N L z ? Oro w U mNo � < (on :E cc ac�aa. T 11I I U.1 d � O F- LL (n O W zKEY BANK OF �REG4N d U U � d CL OWNER: PACIFIC CREST PARTNERS DRAWING INDEX �. 911 OAK STREET Lij HOOD RIVER, OREGON 9703TS TITLE SHEET l�1 �'� _ CONTACT: DAN BOYaEN * C1 SITE PLAN anomrfw TEL (503) 386-63,33C2* C2 SITE GRADINt; & EROSION CONTROL FLAN ''""'►'' FAX (503) 386--9375 _ * C3 SITE UTILITY PLAN� � _` ��`'' W C4 —a SITE DETAILS ATE '° ;., - ^- * CS-1 HALF—STREET' IMPROVEMENTS PLAN MACKENZIE ENGINEERING F-- CIVIL ENGINEER: -- = 84 * CS--2' HALF—STREET IMPROVEMENTS DETAILS 0690 S. W. BANCROF-T ST. P.O. BOX 69039 '° �• PORTLAND, OREGON 97201-0039CONTACT: KARL KARL KOROCH (SHEETS C1 —C4, CS- 1,G'S-2) mkwAb TEL (503) 224---9.560 40 rowd ' FAX (503) 228-1285 � � Al BANK: FLOOR PLAN & ELEVATIONS '� 0 �. A2 ROOF FRAMING & FOUNDATION PLANS nmidh LAM Cww". N Mcicanrr A3 WALL SECTIONS ARCHITECT (9UILDING SHELL): ,, A4 DETAILS ' MACKENZIE/SAITO & ASSOCIATES {�- 0690 S.W. BANCROFT S_.-. P.O. BOX 69039 wtrar.. aal ' � PORTLAND, OREGON 97201 --0039 CONTACT: DAVID WILLIAMS (SHEETS Al --A4, AV1--AV4) TEL (50 3) 224—95 70 DATE: FAX (503) 228-1285 6/10/94 L_ CoRAWN TY �l�)/ SLD or r_ CHECKED BY: �, � , DLW C-) 44�� � ~ ••1 �� REVISION i EDITION ".— •.... _ i5 CLOSING DATE: � - -- 1 12 27 94 1 6/95 Ln 7.3 S dL� 1�a ko 3 2 16 9 5 /�?YY S6+/ lV kCD o� Q MA'.;K1.I:Z4,,SA11U k AS%QATES,P1 199'4. ALL RIGHTS RESERVED iMESE DRA/01*4 ARE THE PROPERTY((JF MACKAj'ANDN ARE SN0l 10 BE 11SED OFiPNEPR( 3 D 1C 71 N ANY MANNER, EXCEPT WITH THE A PRKW WRITTEN PFRMI,;�16N or M 5 A SHEET u * THESE SHEETS ARE FOR REFERENCE ONLY (THIS WORK WAS BID ON 12-14- 94'. .z J ry Q 1r. TS nj North Dakota Street.12.744 OF 1 SUP 950026,BUP 95-0158 1 of 14 JOR No. REVISED 2 9 414 9 E _. _ _D PERMIT_SET 2x-16_-95_ If this police appears clearce. Ih;ut Ibe 1 document, the document is or marginal quat:ty, itlf..i 30 X li�►1 s�srlk�i CD � �� .. as�t„!s!,ns ius gni nn{Hn sdn�� is��tu uii!mr n r1 I Y a- 8 2 80'-0" V ----- _ _4rn kn n 40'-9" Q O N l 00 t O (A Q cv 0M t M A n �• O 1 18 -- — 30'-0^ Q '2 f -_ --- - + 00 161 I >I tui : iv - m014_ I i A-1 A.T.M. I In O • • -N lo I a s y �, y 18 1 - - \� t2� �L. IB •t 7'-4 - 9,_0„ - - cV r - 8• QD IIIRWI Hill- • / • n W 1 1' 0" 6' 4" N •I. j Q n t - - - W 3 - 'k - C, m c } m `v I o c t 0 i� 11 O, WEST ELEVATION �, p I d � I I' C, --------- -- n� ,3 o� d 11 F-E. 231,50 m I 05 - �- 7 8 9 F— LL. � _ A4 A4 A4 0 W t D fiI I I I I z 18 1 i U Q V) 141 I t: t @4k t �' I ,v � N _ _ 1 _........ ... ... . . __ __ - I f N � U (V �— fy I O < j G ! CL of 7 � ., rig_ 1: e 18 i C 3 I a 2 t.4� 19EO 0" d 20'_6,: I I 17 , <A A2 A2 NORTH ELEVATION r, FLOOR PLAN Q 1�8'=1'•-0' 1/8"=1'-0" W NOTE: PROVIDE SPECIAL INSPECTIONS PER UBC SECTION 306. J W c i Z ' Manufacturer (Doors): Provide manufacturer's standard medium stile door with the ifollowing features: Kawneer as specified. J II Hinges: Offset pivots Closers: L P� 1030 OF DIC K 4WOULA HIKKY• O 1 ! Push/Pull Hardware. CO-9 and C 'v Threshold: Kawneer standard for overhead closer and offset pivots Q 1 A 701.2 O I N Weatherstripping: Pile weatherstrip AAM Deadboft: Adams Rfte MS-1850A - -� Sign: 1' high letters THIS DOOR TO REMAIN UNLOCKED DURING LL_ BUSINESS HOURS. KEYNOTES r r Cylinder. Kawneer standard 5-pin cylinder ��-✓' _� S�� �la�lllat, Ft,ilSNria?� �ToP 4 156rt'aM 09 t B�oR 01� p�►If�• 1. STANDING BATTEN METAL ROOF. (CARLISLE, COLOR KELLY GREEN) s- ., 2 S_� 2, ALUMINUM STOREFRONT WINDOWS W/1" INSUL. CLEAR GLASS. c �- 3. CLEAR ANODIZED ALUMINUM STOREFRONT W/1" INSUL. GLASS. F.F, d:g••.; i'0 4, STANDING BATTEN METAL AWNING. (CARLISLE, COLOR KELLY GREEN) I-(, -',� 5. FIXED METAL LOUVERS (3'-6" 0) PINT TO MATCH ROOF. 6. BRICK VENEER iN FLEMISH CROSS BOND PATTERN.- STANDARD SiZE •y l9 3� 19 19 19) t 15 (MUTUAL MATERIALS - "MONTEREY") '+ R\WPOATA\SPE(�\h4�4TE1l8PB\Y41 °° 7. SOLDIER COURSES 8", TYPICAL. ;MUTT 1-A.L MATERIALS - "CARIF") 8. GUTTER. DATE: EAST ELEVATION 2 2s•Z 9. B.U. ROOF 0 DRIVE THROUGH. - Locksets/Latchsets: � ,., " 6/1.0/9 4 Exterior doors: ANSI 156.2 Series 4000; Grade 1 i 10, 4x3 DOWNSPOUT, PAINT TO MATCH BRICK. DRAWN BY: 1 1, 8"-1'-(" +� 11, TELLER WINDOW (9'x5') VERIFY REQUIREMENTS WITH TENANT- er Lever handle: Schlage Olympiod or approved � ' 12, EXPANSION JOINTS IN BRICK, SLD kfunction: ANSI F-81 or F-82 for exit dogs requiring no special knowle ge or effort 13. VAULT DOOR BY TENANT, VERIFY REQUIREMENTS FOR EMBEDDING FRAME. ! to operate door with deadbofts at veterinarian's building (SChlage 346:). i15ANK. CHECKED BY: i 14, ='x7' H,M, DOOR WITH INSUL, GLASS TRANSOM. ULW , 15• RECESSED BRICK SECTION (�" SETBACK). 16 FASCIA BOARD, PAINTED. REVISION 17, COORDINATE A.T.M. ISLAND REQUIREMENTS WITH TENANT. 1�6 EDITION r' 6 CLOSING 18 I �l N- TO A OF F�ND TIO T'fPl L,_ �� k DATE: ® ENTRS, LO 'ER SECTIONS OF CAST WINDOWS�VESTIBULE) Ate- - 19. TEMPERED Gl-.ASS 12-21-94 2 X 1--6--95 (U 3 2-16--95 4 14 12 ,K ICU 41 c } 4AC'.k,..;! GItO A AS:r(x:lAl'ES,PC •5 +09♦ !.1. R+OHT;RESERVED � r -_ - '{'�'•�.� - '1 x a5 � `_-��� -'+''r,' �#. 5� � iMf SE DRAWING$ARE HE PROPERTY Or MAr,KENIIE SAlTO k ASSOCIATES, PC. M 5 , LEGEND , SED OR P,EPRC: 1T fi _ A1)ANO ARE'. NOT TO BE I y 4 '` f', ,. 'W4-,�'�i�_ �`'' - _-t 2, - - PRIOR WRIED IN�PERMISSIONtt CT MSTA L.7 SHEET BRICK 3 �• } v 4 }f 4 'rte ,-{'T T 8" CMU WALL r 1 WOOD STUD WALL (2x6 0 16" O.C.) P"'1, CONCRE"E OF 4 4 North Dakota Street, 12744 SOUTH_ ELEVATION _ ,G N� BUP 95.0026,SUP 95-0156 — �` 2of14CU REViSED PERMIT SET 2--16--95 294149 if this notice appears clearer than the document, the document is of mnr,innl quno;ty, irilnl nNlnn!AI 11111IiIll�lin nII HI null nitlAii Illi till INi iii l - f : WR 1 23 a -� I 1/2" TO FACE OF BRICK 7 ------_------- - _ _ -. --------------.-- ._•__ i W 0) to 7 K) coo 5jfix12 G.L. -- - - / 1111- 0 (714 - C=O -_ o F, 1 4 5 cn I A4 _0.. A3 A4 A4 OAL m o N I: -- y KEYNOTES 0 � a I i I • z -- -� A3 i2 (A a _23'. 0 - - 0 X i i - - 1. EAVE LINE. Q a Ln a. CEILING BY TENANT `I - �X /^ 2. CMU WALL. * rn X 3. CONCRETE VAULT WALL. uu - 4. 12 SLAB IN VAULT -- SEE DETAIL 2jA3. m O �- T 0I I ._ _%__.._ 5. 4" CONCRETE SLAB. O o • m I • Lu p�� d� ( i I Gi I I I I 6. CONSTRUCTION JOINT. F- rnN q C 00 2 " �►0� W ( I 7, CONTROL JOINT. N 1` I I I ( V I j i `" ir,' ! + I I ( 8. EDGE OF END WALL BEYOND. (n c o rn rn L 4 3 4 Q 27 A3 �t' J �G� A4 A3 q3 �'` ! I ! I I I I 9. SOLID GROUT. a u- I - " - - - l -� 1 10. DIAGONAL BRACE W a - c LQ I � �. .. - - >�� 23 23 2 23 .Z3 2/ CEILING INSULATION BY TENANT - } ___--- ---- \ E-- � ( � A ]1. BEAM. N • m :: 12. (1) #5 D5'-0" AT BEAM. z m 0 13. (4) #5 VERTICAL O BEAM, (1) EACH CELL - SOLID GROUT. W _l 3j§ x 16}j G.L. 3% x 16J� G.L. 3% x 16 G.L 3)6 x 16,11 -G.L,,,___-�/ 14. #5 VERTICAL O 32" Q•C. aL u vi -u - 2 15. #5 HORIZONTAL ® 48" O.C. C) r O o c 16. OPENING FOR 3'-6"o VENT, Q rn t o BUILDING SECTION Q >� 3 �___.---- w 2X12 � 24" 0 C. �_.r----- 1-. OPENING FOR 3'x7' DOOR. aaa. A2 18. OPENING FOR 10'x10' WINDOW. 19 QU BELOW RIDGE BEA 20. (3 #5 21. ADDITIONAL #5 VERT. EA CELL AS SHO 6-(x24 G.L. S+S� A3 22. 19/32" PLYWOOD W/ 10d ® 6" & 12" OC C-i�._.- 6)(x24 G.L. C-13W ---- 23. ST6236 EA BEAM TO WALL TYP fL' olao 19 2x12 O 24 •C• tt d N 24. SIMPSOfV PA HD4?- HOEDOWN 25. 15/32" P_YWOOq W/ 8d ® 4" k 12" OC BLOCKED TYP w 0 x 26. DOUBLE JOIST O CORNER Z Z 4 10 J o 27. 4x16 G.L. FASCIA Z -+�-�'---�6•�(x22J/ G.L. O RIDGE � fn I � 6�(x22� C.L. 0 RIDGE" Z C C=1�(- - -- 28. 3}� x i6� G.L. FASCIA Q Ay - --- 3 x -- A3 4 W IN to if CIO is � / 1 -++ CEILING BY TENANT / �^ \ L.L. p s- 6 x24 G.L. .L. C=l)( ' (n O w C=l- x 6(x24 I 4x1 _ 5 I w [y � I ►� 2x12 O 24" O.C. _-- OCG m ch ! I --� O O 1.-J 2 5Sxi6� G.L. C=1 _ .- 5%x16�-G�l_� _ � I _ __. � W -- Y N y CEILING INSULATION BY TENANT �� - - bo 23 LEGEND Q 6 23 e �.i Q 28 A3 4) A3 `�� 1 !L 12 ��1� A3 SIM 2 BUILDING SECTION Q SEE FOOTING SCHEDULE 1 A2 A2 100 2� I ROOF FRAMING PLAN z 2 9 Q _ A4 z SIM. ZO Z 16 - 11 2 2 A4 ", 2 '�-) 12 !L Z - -- - 80'-0" -- - O 21 - 39'-3' --- - 40' z r 0 II--B -- - - � Z 15 LL_ LA_ N - - - - - -- - -- - O ,e O EQ. ry EQ. civ EQ. - - y EQ. - 3 NORTH WALL REINFORCING 25 ( 25 A 3 ( y a 10 OA ---F k-*------ 1'� ' IY -- -- - -- - - -- -- - --- --- I 2 q QAYIDLY;Ja'w!1w'r .'� OI9 ON PG':i11J�ivD,0�'LEG3'1 •,� 4 16 20 �',yr7•,, rye � ► .I I I I �'.� 2 1. 1 Ii f`0I1OA I 6 it i . - „ A4 DA i�: 12 6/10/94 7 -- _ DRAWN BY: I I Vl -03 SLD r : r - � J -.. «=- - - J - - - - CHECKED BY: ; �, D E W REVISION EDITION vl - o ! '! 15 1 OA, % - 6 CLOSING I .I __ I I - z DATE: �1 1 12/27/94 2 X _1_/6/95 211s/�5 3 2/16/95 � _ _--_-,-_ -- ��._ ==_�.�:�,� � ..--- �-�_= r �' S 4 SOUTH WALL REINFORICIN_ G -- w� I I I (--i C L .ri A3 A2 1/8"v1, 0" � I � I 24 24) ' U + __ -J I ; FOOTING SCHEDULE MM;KEN2 k ASNK^IA1F,S,P.0 - ---+ - - _ �.- - I -- �') 199 , Ail 'r RENERVED J � - -� NOMINAL SIZE STEEL REINFORCING -^ .... -- ._ i�rt.SC 0 ON65 ARE 7NE wROPERh UE MARK LENGTH WIDTH DEPTH LONGITUDINAL. TRANSVERSE REMARKS MA.re�zE(svro a .1111,urr.S. P Ms 7 A 1Np AR N01 tq BE 'JSEU l7R RE RO 0'01 IN ANY 'ONNE4 EXl;E'Pi wmi iNE l•i 25 I A CONT. 1'--6" 8" PRIOR WR�i1EN n"RVIISION (IF MSA (2) #5 CONT CNTR UNDER FUl1NgAT10N WALL 3 SHEET 2_ -0" 12" (3) #4 (6) #4 CNTR UNDER FOUNDATION WAIL cI A3 _ I O3'-6" 3'-6" i'-O" (4) #4 (4) #4 CNTR UNDER CMU WALL -- I ry U 4'-0" 4'-0" 1'-0" (5) #4 (5) #4 CNTR UNDER COULUMNS A2 Q OCON T. 2'--0" 8r (3) #5 CON T CNTR UNDER FOONDA TION WALL � FOUNDATION PLAN OF 4 North Dakota S UPt,5-015 JOB N(7 ' ' BUP95-OQ26,©UP95-015H _ 1/8x`1,-0M � 3oi14 tU REV94149 ISED 2 PERMIT SET 2-15-9 If ibis notice nppeiu's clearer ihiut the document, the docunlenl is of marginal yun!ity• CD r�tlt � � �t�ifri�. ��Jf� �I►pl��►4+1 l�1s1�1�1�� ����„���� i �:�� null... In!cul ' n �► al I!!I�ImI!In 10171916u I I �3 f11d1 1 A i a a. !/ 22 - - - 19 - M -� 13 lop, 10 LAJ M 3 13 KEYNOTES CO O to o N O m M ) S 3t 5 ,�, t 7 I � ` I//^ 31 I. CONCRETE FOOTING - SEE FOOTING SCHEDULE ON SHEET A2. V) O 1 �" / 18 2. 4 CONCRETE SLAB Q - 6ul t2 l �1 ` 1• 18 BRICK VENEER. PROVIDE BRICK TIES O 1'4" O.C. EA. WAY. �2. L l 17 31 I 1 / r j 4J BATT INSULATION A80W CEILING BY TENANT. � c • M Q -----' 7) --C4� � � '1 �1 7) �� FREE DRAINING GRAVEL. - }O L, - • 6. COMPACTED STRUCTURAL FILL OR UNDISTURBED NATURAL SOIL. 0 20 �} I • 45 I ��` 7. STOREFRONT GLAZING SYSTEM. �/- _ N ( 7 Y • _:� 20 - ___ 11 8. R--17 RIGID PERIMETER INSULATIUI424" TO TAI PER 5303 (d) 4.) Q •� h� ��✓✓ • 9. BUNT-UP ROOFING • 20 10, 2+12 RAFTERS. O� v 11- 3J6 x 16A CL C L 't GLW 14 Nr j U_LAM • a 13. GUTTER. 24 GA. N IL- 03Oc • 16- 25 14. WOOD STUD WALL. z wv • 15. VAULT - 1'-p" THICK CONCRETE ALL AROU • 16. EXPANSION JOINT. ND. m tli C 4i 17. SIMPSON A35 O 48 0 • ® 2x SLOCKINC• NOTCH FOR Q v� OC L. (DL 0 AX.NOTCH •� I" • I I 19. END WALL B VENTIN 6" LENGTH Q O a a EYOND. � N H O 24` (W/ 16d O 8` OC 20. CEILING BY TENANT. ) • 2t. 3 ROWS-OF SOLDIER COURSING. C3 I • s4 22• STANDING BATTEN METAL ROOF OVER 3 1 24 �--�1� 23• 1' AIR SPACE. O b FEL i & %" PLYWOOD. 24. FUTURE GYPSUM WALL BOARD. 15 " � • I 3 54 ` 3 TYPICAL.YPICAL. V • AUL T REINF. FOR WAL $, CEILING k SLAP; ."------ 24 NO.C.S O 3` • EACH FACE AWA , STAGGERED. �' 26. 8" CMU WALL. w � • 23 �'� 27. 2x BLOCKING. • 21 1✓ 2a- BEAM. (SEE FRAMING PLAN FO!? SIZE) ` Z 19. T.5 sxsx f'- Z 30. 2x6 FURRINC AROUND COLUMN. O 0 Q 3t. 4x16 FASCIA. 3?. REBAR. W ! ` - 021 ---- 16 3 5 A O m 4• IM O A RT WALL 21 3s. �("x11"x11" W/(4) )6"0 x 10" ANCHOR BOLTS 08" ~ l� �_� �5 3t3. BE qN p 0.C. \ / 2 16 _\ SEE DE TA L 10 O -- 21 d O JA 12 /A4 --� / C. AL W ----� 2 38. k :kx6Xx12' W/(4) 4'axe" LAGS o 2)C` 0 - LTJ Y lam" - - 231.5 41 41 ;/� 39- P.T. 2x6 Q W/(3) �"0 A.B. � Z N 5 - - - / , 41 40, DOWNSPOUT. U Q 8 -- WEEP HOLES O 8' O.C. �. 41 m J • • - _ - 42• BASE R :4,8x8 W/(? J '14' 6 5 I 43. BEAM SEA T ) `•x6` EXP. ANCHORS ON �(' GROUT. U 0 b r I 55 ,8x16. - �- y----- I ', I 55 10 3 _4" ''-�`J t0 3 „i 55 44. SIDE k Xxi6x10 W/(4) �(`• M.8. W = 1 /4 i 45, 7* CON TIN. SCREENED VENT �' 46• TS 5 x 5 x X DIAGONAL BRACE, W '�---�-------- - s' 1 _. _ �' a_-` �1� ' �K - � �� __� • • ' 1 47• � � 13 w ( x • , ---� 4a, 2 x BLOCKING 16d TOE NAIL 9 a" O C. SHEET CL - --- -- �--- 'OA- S SIMPSON H1 O EACH TRUSS t STOREFRONT WALL SECTION 2 WALL as^ECTION THROUGH VAULT RA1 50. 15# BUILDING I=ELT A3 3/4",1._0" A3 _ � LT 3 EAST WALL SECTION, TYP. _4_1WEST WALL SECTION A3 51. BEVELED BUCKING ABOVE BEAM 3/4"s1'-0" A3 - 3/4• r-o" /- -- - - r212719A 52. #5 O 16" O.C, EXIEND INTO CMU O REINFORCED CELLS. A3 ' 3/"."=1'-0" 53 P x 6 x 8 /r J/ 15/32" PLY OCD W 8d O &12 0 3C LO FCK D FYP 55. 1/2" TYP OVERHANG •• . , 1rr r r<, � 10 AND TIES:BRICK O_ 2 r Dur-O-Wall D/A 213 brick ties at 15' o.c. each way. Fasten to ~ A4 22 CMU with 1 " dia. x 1 /(d min, penetration U 5r 19 '_ 48 w O Hilti NK 0.145 � p tor, (with 3 washer) Powder-driven anchors. Connect to #9 horizontal hot- W 49 dipped galvanized reinforcing wire at 18" O.C. 0 \ 44 48 43 13 I I \ 5 Q I I C9 -1 1/2 I / N 40 • 43 II + i 1'-4 +Y i I 28 1 X6 TYP 28 716 3/ •"•` ' \ / TI6 �6-� g3 A4 I C� T YP 6 38 ice~ 28 0 1 1 2" TYP. (; o `''• �'• 0 DATE: ­03 -____--- _ - \` --- 6/10/94 DRAWN BY: 4s / z3 SLD/JLW T YP - _ CHECKED BY: C> I6 --------_ _ 35 DLW CD y • �- '` �47� REVISION EDITION I 1 2" 32 z 6 CLOSING I 25 DATE: 3 RA1 i 12 27 94 2 X 1/6/95 2j 16/45 to 1211r, 95 (`I 23 i 33 .72 �� MA04ENIIE/SA110! ASSLK:ATFS,P.G 1 j 5 1994, ALL RIGHTS RESTJivEO -; C \ 2 I - _- - _ THESE DRAWINGS ANE TME PROPERTY Or A)AND AI? N41 TO BE USED OR R S YACKEN7IE./WTO k ASSOCIATES,PC (MS ' {-. ......... ......._ 1'-3 1/2" Cl CO IN:VIY MANNER. EXCEPT NrH THE C^ i� - 1 VRInR WRITTEN I'ryMIS;ION CK M 5 A , < -` 5 SHEET •- Rttilr� -_. . -- c 1 112' 34 42 6 o' '�16 T� 6 r- -� 25A3 • i • 111 .. - -01 ,kj - 4x - �r a t 5 END WALL SECTION - a SECTION _�_ OF 4 DRIVE-THRU CANOPY JOB N0. North Dakota Siren,12744 I ------ -- BOP 95-1'026,8UP 95 mr,8 -- ,,_ 3/4"-1 0"4 of 14 294149 _ ....._. __. REVISED PERMIT SET 2-16-96 oil If Ibis 11olice appears Clearer 01;111 (1e document, (lie document is of marginal yua5ty. WHIM 30 x i( Iii i i • - . ., r,.n...-1 - - ..- e: i a,1 +�� A ..y.,., , ,. ,.,.. i ,_.� ♦ . ';` :F r � 5:. .t � � " .. � �-t"E�"�'i* ,a 'fir.•, -.7�" �.1. .i ----� -26 GA PRE-FINISHED CAP FIASHING _-�---4.����______ GAUNTER FLASHING .-. _._..•----.-.�---_,_____�. �._.._.. �_ 3 1/2' \ 7-_l 2" 3 I/'1" -TAPERED - SIMPSON PAR-- ---p•T. 2x TOP PLATE U ANCHOR O 4'-0' O.G..F�:'C/- !/A 2x4 FLAT BLOCKING STRAP a- 0 O STRAP 'Z' CLOSURE do 'HI-LOW ON - � ____ SE."!"`:r STRIPS PER MFG. --- -^� —30 Ib FELT STANDARD DETAIL. ---'-""`- � 4x6 P.T. LEDGER Wl)("M ry B.U. ROOF W rn u7 A.B. O 48' 0.C. - /_----- GLU-LAM BEAM S CARLISLE TRO 160 24 GA. - �--- p ONO - SIMPSON LSTA21 O 48' O PAR ANCHOR FIELD BEND THE PAN OF THE CANT STRIP rn �!�/ �-----•B' CMU �� O FIRST (�) JOISTS - � � \6 -� 1!.'//A - , PANEL TO FORM AN OPEN HEM �'� Of oU AS SHOWN Q O CAP FLASHING •� xo N --2x12 O 24' O.C. f _ BEND HATTEN CLIP TP CLOSE ----'C' CLOSURE Q to p m M _ • - OFF END PER MFG. STD. UTL. ��' (n cy Q '_ O u) �-� --GROUT SOLID AROUND BEAM CON TIN. EA VE PLATE •O a u _ __ ----2x4 BLOCKING � - POCKET _12 • r 7r SOLID BLOCK ALONG RIDGE 11/2 ��`�-- "'""--"-- B.U. ROOF _-��� - 4 C 0 M Q a o SIMPSON' A.35 O EA STUD o t` V. y / '---_".-.----SIMPSON HQ88 O ; � • --GLII-LAM -112" PLYWOOD Q . N P. ---05 O V-6` _ \ _ - CONTIN. 2x LEDGER PLATE �� CARLISLE TRB 160 U� c: o vrn rn c • \ Al a I �.-- 2x4 O 16" O.C. dLl a q O N 1 E \� 12/.'7/91 A, a CO c c , 5x.5'-0" HOR12, O BEAM �.� 1 `I `. v 3 8L \ Z C) C) W � 'n _ A4 -SIMPSON HGLBB BEAM SEAT I Lj O Cm ! Q U Vtt G ® ao ° -BOX TRIM SILL 4 1/4' _ 1' 4 t' -- -(4) #� VERT O BEAM -� PjJjJ� (1) EACH CELL - SOLID GROUT CARLISLE SL-102 LINER PANELS WING WALL FOUNDATION 24 GA. (POLAR WHITE) 2 TYP. RIDGE BEAM SEAT 3 WALL REINFORCING AT BEA USE PERFORATED PANELS o M SEAT 4 ROOF TRANSITION �!DRIVE—THRU E W ENDS FOR VENTILATION 1/.>"=T'-o` A4 1 1i2"=1'-0" A4 5 RIVE—THRU C W 1 1/2"=1'-0" 4 __CANOPY SECTION z Z V 0Z T _C - -- - - __y_: -- - --� = _ --- - w m T.S. COLUMN �--�\ �- 0 ` L+- 6 fl_ OT ! \ I I w 1 --ANODIZED ALUMINUM BREAKSHAPE -' / W W -Xx22Yd GLU-LAM tEAM - I t!2" I Y V- I � I 2x6 FRAMING __zr , z N _ _____.__..___ ! V m J BACKER Q 36x8x22* r , _ -FUTURE GYP. BOARD BY 7ENAN1 `/_ ,� � .__ ! I STOREFRONT `\ SIDE R )(xU5x22 W/(2) *'0 N MACHINE BOLTS -- ` - —T.S. 5x5x)( (TYP.) - -- -4NODIZEU ALUMINUM 87FAKSHAPE---- �r 0 I SE.ALAN T — ! I -•-FOUNDATION LINE � r ! I ----BASE � �(x7�x5 -------- �_ FOUNDATION 11NE" - - _1 s STOREFRONT PLAN c A4 7 STOREFRONT PLAN e STOREFRONT PLAN A41'-- o" ,a,4 -- 9 STOREFRONT PLAN �- A4 to BEAM TO COLUMN CONNECTION Aar— Q 2x BL CKING X6 * ----� fir--�•%� r -TRUSS O 24" O.C. (2) FS %x10 O 9" oC GLU-LAM BEAM / 5 1/8" x 16 1/2" � l O O / _ Ii \ ! —SIMPSON GLf35A BEAM SEAT _ ---- )�x1 Dx15 w/ (2) 4-0 M. BOLTS EA BEAM CMU ?� )4x2x15 I ( SEE 6/A3 -(L) 5 VRT.❑=F DAPPED Pt:iT4�i.i ,Oi REC�A7t+1 INTO BEAM I I �--BRfCK VENEERI �--TS 5x5 -_----WINDOW BEYOND DATE: 6/1a/54 DRAWN BY: 6_i"� BEAM TO PIER CONNECTION _ 12 COLUMN C 4 A4 AP TO FASCIA SECTION _ SLD/JLW -- CHECKED BY: C) DLW CD REVISION EDITION Z i5 CLOSINr DATE- F1 A, 1 12-27-94 A, 2 IX , i//6/95 In 312/16/95 r` I (U 0 f `f/SAIM t ASS(X:IA tfS,P C ALL RIGHTS RESERVED THESE ORANINGS ARE THE PROPERTY m MA 1E SMT.k ASSOCU'ES,PC N A)AND AR�N01 TO bE USED LW REPRO DiNII INANY MANNER, FYC£PT VT! TNt Q PR 04 WRITTEN PERMISSION B' M S A SHEE; tx Q V- A4 tr 0i North Dakota Sheet,12744 r)F 4 BUP 9510026,BUP 85.0158 5 of 14 JOi3 NO. - ��� 294149 REVISED PERMIT SET 2--16-95 If this police appears clearer 111"111 the document, the document is of marginal qua!;ty• IV-it . It30x i f �I idu4rirwr':�,,,.rs..,.:.-,.u...._—,.�..r .. .asvxr.sr.,.:�,:.,w.0 s.•: ®..,:.•.�,..uswuu.. L.u,.r,,.:a..,�4K— °f � rJw,J:,yG.��.ra....ktiS6:.v..,a.,:.i..�:;fu,�.r,.,,.;.1uu.r..:.a.,,.siuei.i"JYtlli4il�: i 2V-0 7116% Q- .--60'-4 9/16.'-... NOTE: N rn � �w N f • I DISTANCES SHOWN ARE A7 RIGHT ANGLES TO PROPERTY 0 LINES AND ARE MEASURED FROM EDGE OF C-OUNDATION. Q C a, 1 SEE FOUNDATION PLAN DETAIL. ON SHEET A2 FOR FURTHER INFORMATION. OU X op to O N m t": V) Q M Lo I_ o 4d c In i Q o 1 +- 0 LA- 0 � I • QN r' 0 c oma) W a- 0 ON i • CO iC14 FV ZLJ j301Q \e Uviv�� I SITE DATA---- _ c a � � t o L 40 or a 01L (L II ! BANK 3,593 SO. FT. 3,840 SQ. FT. RETAIL OFFICE 11,156 SO. FT. 11,990 SO. FT, V) TOTAL 14,749 SQ. FT. 15,830 S0. FT. - W i 1 PARKING RATIO (4.34/1000) 63 STALLS Z BUILDING LOCATION MAP STALLS ACCESSIBLE: 3 3 ~ NO SCALE COMPACT: 17 34 Q STANDARD: 43 26 L5 a. SITE AREA (ROUGH ESTIMATE) 57,500 57,500 S•�• ' LANDSCAPE REQUIRED: 8,625 - 15% REQUIRED: 8,625 - 15X I PROVIDED: 14,884 - 26% PROVIDED! 15,670 - 2796 # I _ _ r ZONE:CP W � cy- oN p�C.,Q 13 CONST. TYPE: V N 12} = -=-wA --" pCK OCCUPANCY: 62 1 3o, `~ ' (NDN-SPRINKI.ERcD) U III SIGN \ LL- -3u, L- to Q l?�O c 1 .6,`0 26'-0" 141'-0 I4'-0" 26'-0" 1X -0" 1 4' S, 0» 0 t , 0110 I b o 1 KEYNOTES x ao 00 t _ a 40 7 SII 1g tn+ I of n 1. EXTRUDED CONCRETE CURB. SEE DETAIL 2/C4. I 10 j � �' h � 2. 4 W41TE PAINT STRIPE_, TYP. •_o', 0 o 1 3. CONCRETE SIDEWALK, SEE DETAIL 1/C4. tai} a .. W �F H. 4. DISABLED PARKING STALL. SEE DETAIL 8/C4. 8S p t o' 5. SIDEWALK CURB RAMP. MAX SLOPE 1:12, 00 6. 7'-0" WIDE STRIPED CROSSING. --01 �j „ I C-41 7. 6'-0" x 6'-0" PLANTERS EXTRUDED CURB). - �} 8. BIKE RACK. SEE DETAIL /C4. W t 15 F.F. 231,50 ►� 9. ASPHALT!,; PAVEMENT. Lj .LZ;Q': �� ^ 10C 10. LANDSCAPE AREA. SEE LANDSCAPE PLAN. 1 ` 4 I_' 2N 11. COMMERCIAL DRIVEWAY APRON PER CITY STANDARDS. t;SEE PUBLIC STREET IMPROVEMENT PLANS '-0" i o 41 12. 5'-0" WIDE PUBLIC SIDEWALK PER CITY STANDARDS.(SEE PUBLIC STREET IMPROVEMENT PLANS)) ' 13. CURB RAMP PER CITY STANDARDS. uj o` 14. BOLLARD. w 2 C 4C 5 SEE DETAIL 12/C4, I 16 3' 0 ® E•H I 16. 45L CELLUIOrtF ONE TpyIBOXLIGHT � c� e. N 1 tl �� I o 17. NOT U`'_U ® 2c'. NI c 3 �� t r, 1_ n p! 0 11 c^ 18. 5'- 0" ,< 5'-0" CONCRETE PAD. 9 20 ° `K" 2O. 20 Af�ERED ALUM NU POLE W/4. 0 TT SHOF AOX FIX URES. I 8'-g" (3)SP!u8'-8'_26'-Q" t qS =99'-0„ N f0 EDGE OF PAVEMENT 0 RESIDE JCES 3 N j TRASH • � I 111 � 4 � 1 .L, � � � '�PRO '� o Q 4S c ' $ s , TV 14S © 18 EXPIRES- 6 30 95 DATE: 11 'VETERINARIAN 4 , ca 6/10/94 F.F. 130.80 u1 OFFICE I-EASE SPACE VJ DRAWN BY: NSS/Sl_D/CNH/PJR in I 18 I I �12 CHECKED BY: I Di_w I � REVISION z �' EDITION CLOSING �� GRASS LINED SWALE - �mp /r 10 DATE: RCI 1 1/4/95 0 - - - ---- -- - c 2 X o �F.H' 114195 20' SETBACK LINES S 89.49'12" W 240.00 -3 2-21--95 N c1 0 tn i - 5 ClRCN C} DAYCARE F/1C!!_1TY MACKENZIE/SwITO A• ASS,.--.br. 0j 1994. AL1. RIGHTS RESF.RvF,O NESE DRArMNOS/AE tNE PROPERtr N MA:KENZIF,/4NT0 k ASti0C1ATFS.PO(M�, i Al AND ARCO NOT TO BE USE, OR gCARc,, r 'i!X ED IN ANr EXCEPT WrtN T!IE I'i1KA WRI-IN PERMANNNF.P,SS+ON OF MSA SHEET j SITE PLAN c 1 J .-y North Dakota Street,12744 OF 4 c, 9UP 95 0026,BUP 95-0158 6or14 ,lOF3 w1, t It 194149 SED P _ RMIT SET �-_1� -95 �; I REVISED If Illis police appears cleal-e1• (11;111 (he document, the document is of }nnrginal quat:ty. CDint t �rlt��! , •�N���1t1 �. �t�i ;� � � nt ttt�tnt tm utt � . utih►� rt'<�n (((loll nt��n t�tittn t' - ':..30 X ,. =_�-L N.-_�_L �__.-�- --.__-�..-.u.._...._,.WYLJW ..�".of-� ..::..._i:tuiIW�i; ..ru ,".. ..,'a'.r-"_"•ura....I.u- .................... .. ... -._._. ' gPypR••'"'PT.na" '^"P W 1,w,we,Rpl1^ �� .. .. 1 I C I I i 1 WA4'9S.E;� '•a,.aJ'4x R4F ., 1„ �,1.. 4 r 't"•;+...,.,rNS' r ""^r""'. _„�.__ .. .. .,..-,......_,.. _ x.,. .. ... .. EROSION CONTROL NOTES: _ STORM DRAIN INLET PROTECTION PURPOSE: U C-W_� 1. Construction activity to consist of new building construction, T 0 PREVENT SEDIMENT FROM ENTERINC STORM DRAIN SYSTEMS PRIOR TO Paving, and utility work (storm drain,sanitory sewer, water, gee,40 PERMANENT STABILIZATION OF DISTURBED AREAS. electrical, teJephona�. 2. Total Site Area: 1.32 ac LIES• r Disturbed site area: 1.32 acCONDITIONS WHERE PRACTICE APPt WHERE STORM DRAIN INLETS ARE OPERATIONAL BEFORE PERMANENT STABILIZATION N W) N r OF THE DISTURBED DRAINAGE AREA. O 3. All trucks transporting saturated soils from the site Q � r ADJACENT To AND IMMEDIATELY DOWNHILL OF UTILITY TYPE CONSTRUCTION IN to shall be well sealed so that water seeping from the soli cannot EXISTING PAVED AREAS WITH CATCH BASIN DRAINAGE, rp droln from the vehicle. If truck Is not sealed, the loaded truck Is U vi x N required to remain in place until the water dripping from the O ,c► O N saturuted soil has been reduced to less than one gallon per hour DESIGN CRI jF jj /SPECIFICATIONS: 4 m M before leaving the site. SEE DETAIL 1/C2 FOR STORM DRAIN INLET PROTECTION. V) ` O O Q •O� ti 4. Effective erosion le control Is required. Erosion control devices BERMS MAY dE REQUIRED TO DIRECT DRAINAGE TO FLOW THROUGH THE FILTERS ►- ' moat be installed and maintained meeting the D.E.Q. requirements. AND PREVENT BYPASSIN': OF THE INLETS. C • M Q The City may, of any time, order corrective action and stoppage or A7 NO TIME SHALL MORE THAN A ONE FOOT DEPTH OF SEDIMENT BE ALLOWED 70 + rJ I+ work to accomplish effective erosion control. ACCUMULATE AGAINST STG?M DRAIN INLET PROTECTION MEASURES. SEDIMENT MUST • 000 p, BE REMOVFO AND INLET PROTECTION e FASURES RESTORED AS NEEDED TO MAINTAIN ► I • 5. Effective drainage control Is required. Oroinog� chnll be THEIR SEDIMENT TRAPPING ANO Flt Tr=drING CAPABILITY. CpyN O O Q 'c + Nr- � controlled within the work site and shall be so routed that _ �^ � are not adverprivatsely property, public property, and the receiving system STRAW BALE SEDIMENT BARRIER (/) C o r, as are not adversely impacted. The City may, at any time, order corrective ^ `" _ - •-- _.,__ •-T PURPOSE"; C) l e+ of work to accomplish effective erosion control, action and stoppagC C TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONS7RQC:"ION SITE BY _W p O N r PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING RUNOFF • m 4)'--, vELocrrlEs LEGEND232 • �cQND1TIS?NS WHER PRACTICE gPPL1ES: +� "• • c - A• MAY BE SUBSTITUTED FOR TEMPORARY SEDIMENT FENCE FOR INSTALLAIIONS U :t 13 m 1 ►� �a OF LESS THAN 200 LINEAL FEET AND FOR SINGLE--FAMILY OR DUPLEX < v � �: p (I f EXISTING CONTOUR - �.._ -�" RESIDENTIAL CONSTRUCTION ACTIVITIES ON EXISTING LOTS OF RECORD. � Q (DG AT TOE OF SOILS STOCK PI!_ES. _1N 5 230 PROPOSED TOUR S ��_..•"* •" J �r/ �`""--,�� ter".e *" IN EXISTING, UNDISTURBED DRAINAGE DITCHES/SWALES USED TO CONVEY 231.50 ~�' ._.• - - ~ a DRAINAGE THROUGH DISTURBED AREAS OF CONSTRUCTION SITE (AS ALLOWED PROPOSED SPOT ELEVATION �� � _ .. • -' - '� � y,�,.we' 7 BY THE JURISDICTION). Q.���� �. .C)C7 x,..rt;r� b ._, \ `~1 a A��e.u+• %"'rte rs�r'a" DESIGN CRI S V „ r _ R TERI�_PECIFICATIONS• " ,. fr� ✓ -~�\ G w"'"" TMfi c ' SEE SHEET C2, FOR LOCATION OF STRAW BALE SIDIMCN7 BARRIERS WAL K11 i ALONG SLOPES AND CATCH BASINS. W ® STRAW BALES SHALL. BE STANDARD 40 TO 60 POUND RECTANGULAR BALES OF /-/. •''-� ._-JC .. -- -- CEREAL GRAIN 0R SEED STRAW. I"- 4 J ��----"' _-,.-• ,_.,..-.----•-- - 7 ' .- - ■ •-~"'. '4k' �u'1.SII `, � e STAKES SHALL BE WOOD DRIVEN THROUGH BALES AND INTO GROUND TO ' { .p _ 2}31.50 - 231.30 231.60 2j , A MINIMUM DEPTH OF 12 !NCHES. Q �,! _, ...+.^'�'•'•.. •wMy.a,a"•""'""•' 1 8 31.80 111 �..••-•�._._.�• _ __.�-•--- 3-. 00 _ - I STRAW BALES SHALL BE KEYED INTO EXISTING GROUND FOUR TO SIX INCHES. STRAW BALE SEDIMENT BARRIERS MAY BE LEFT 1N PLACE OR USED AS MULCH DYAFTER COMPLETION OF SITE WORK 1F APPROVED BY THE JURISDICTION. 231.80 231.3 1 Nc ILTER FABRIC OVER J. - �� 2 75 I (,yJ 231.40 -- I r2 f AT NO TIME SHALL MORE THAN A ONE-FOOT DEPTH OF SEDIMENT BE `f 1 GRAVEL FILTER ALLOWED TO ACCUMULATE BEHIND STRAW BALE SEDIMENT BARRIERS. - - - ..,... _.._ I I - "" ",..... SEDIMENT C SHOULD BE REMOVED OR REGRADED INTO THE SLOPE, OR THE U o/ I • t NEW LINE OF BARRIERS INSTALLED UPHILL. OF SEDIMENT--LADEN BARRIERS, 2.31.26 TP 231.50 231.37 � .....,.._ �..,....,,_ 111 11 11 H 11 111 IL__fiI \� „...< 0) BARRIERS SHALL REMAIN IN PLACE AND BE MAINTAINED BY CONTRACTOR UNTIL r 1 f f J GROUND COVER HAS BEEN SUFFICIENTLYV ESTABLISHED TO PREVENT EROSION AND 18" .MIN. 1 ; 7 230.87 r I p U UNTIL OWNER ACCEPTS WORK. 4 4 , I 1 231.70 _ _231.50 (r.. M ----- /----.- TEMPORARY SEDIMENT FENCES U TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE BY a. `~�?;a ( •.•.• ...". I PROVIDING A TEMPORARY PHYSICAL BARRIER T WEEP HOLES IN C.B. � 0 SEDIMENT AND REDUCR:G RUNOFF `4:'> 2.30.40 ..»......»., ,.�.,_,.,...._,„ i VELOCITIES. � Fl. dam' « QQJ aUQ_NS WHERE PRACTICE APPLIES:_ i 231.26 I 1 O DOWN SLOPE OF DISTUK9ED AREAS WHERE RUNOFF MAY OCCUR AS SHEET II t 1 230.65 1�L•'1 •_30.15 li ' RUNOFF. F.F. 231.50 -. ^• AT THE TOE OF SOIL STOCK PILES. Z •1 �� _ I 229.96 CATCH BASIN SECTION `�- 227'20 -� 229'85 �:'"�"' W AT INTERVALS AS INDICATED ON SHEET C3 ALONG 1HF CONTOURS OF ' t� I _ ,.�fi j 230.40 _ �_ -- LARGE DISTURBED AREAS. J f p L) AT GRADE BREAKS EXCEEDING 20X. O� II o F.H 230.50 - - -- -- _ 229.86" " FOU_OW1NG DI.SCI14ARGc. FROM A SEDIMENT TRAP OR POND. / ^ J M 229'90 I SEDIMENT FENCES SHALL NOT BE INSTALLED ACROSS STREAMS. y O 4 �L 230.30 229.i 5N `^) Z 12ESLQNRITERIA/SPEC[FI Ar.I I of 3 ® 230.06 - I 229.76 SEE DETAIL. 3/C2. "' �30.2o EDGE OF PAVEMENT EJ 27 r N I i SELECTION OF Fit-TER FABRIC TENSILE AND BURSTING STRENGTH ! 'p 230.5 1� CHARACTERISTICS DEPENDS ON THE SUPPORT FENCE, FABRIC ATTACHED TO a RASH 3 1 20.06 ry� 230.06 2 0.06" 230.06 230.17 _ CHAIN-LINK FENCE NEED NOT POSSESS THE SAME STRENGTH AS ONE v f O. J�, t, ,L)f ;^ ?a ¢ - ATTACHED TO A FENCE OF 6 BY 6 INCH REINFORCING WIRE. SELECTION IS J A 1 d tet- N THUS BASED ON STANDARD ENGINEERING PRINCIPLES. SYNTHETIC FILTER j1 e o -- ." I FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS 7U ui o• 1 PROVIDE A MINIMUM OF SIX MONTHS OF EXPECTED USABLE CONSTRUCTION O 1 t LIFE AT A TEMPERATURE RANGE OF 07 TO 1207. _ i �GS`'PO 2?6'93 N j �` I O ' ! L�> I ALL MATERIALS 1'0 8E IN GOOD PHYSICAL CONDITION TO PROVIDE PROPER ` F- ` S / I 230.76 230.76 230.76 SEDIMENT RETENTION. O j G QO p,G gyp' c 230,76 230.7f+ 230.76 230.76 -• D AT NO TIME SHALL MORE THAN A ONE-FOOT DEPTH OF SEDIMENT BE (x ALLOWED TO ACCUMULATE BEHIND A SEL'fME1Jt FENCE. SEDIMENT SKOULD w '1126.85 �_-• I 1 I t'1 BE REMOVED OR REGRADED INTO SLOPES, AND T11E SEDIMENT FENCES \r -- -- (FUTURE) REPAIRED AND REESTABLISHED AS NEEDED. Y 1 J \��� OFFICE LEASE SPACE ROUGH GRADE AND j BARRIERS SHALL REMAIN IN PLACE AND BE MAINTAINED BY CONTRACTOR UNTIL + F F 2 3(�•F3U I , 1 \ HYDROSE_ED FU*TURE.,.� GROUND COVER HAS BEEN SUFFICIENTLY ESTARL1SHED TO PREVENT EROSION AND t UNTIL OWNER ACCEPTS WORK. PAD AREA '-. f PRO�q 2" TO 4" QUARRY SPALLS ..�.� j N ` 1 , ti� `� , GRAVEL CONSTRUCTION ENTRANCE ` of 15 11M r- w I PllI3P9�EL l SUBGRADE REINFORCEMENT PROVIDE FULL WIDTH z j GEOTEXTILE, AS REQUIRED c - ` "- ' ' - - s ! 70 REDUCE THE AMOUNT OF MUD, DIRT, ROCKS, ETC., TRANSPORTED ONTO ROADS OF INGRESS/EGRESS AREA _I BY ES OR STORM WATER RUNOFF BY CONSTRUCTING A STABILIZED 226.68 n ~ �r- I PAD MOTORVEHICLES EN TRALr 25 �• 8" MIN. i'; F , �_' . __ _ __ _ 'L 7761 � �� f � ENTRANCES/EXITS f0 CONSTRUCTION SITES. ,� 1_1=!_:.�G.� I -� GRASS LINED SWAT --� ' CONDITIONSSRL KORO }yERL,P C TICS,�eul�• •� : ,/ i I ' EXPIRES: 6 30 95 AT ANY CONSTRUCTION SITE WHERE TRAFFIC WILL BF., LEAVING THE SITE AND • H. MOVING DIRECTLY ONTO PUBLIC ROADS, OTHER PAVED AREAS, OR OTHER DATE: 2 DRIVEWAY SECTION I. 226.58 226,20 - _ _ f' l APPROVED ACCESS POINTS. tz., 226.62 -__ __ S.89'49'12" W 240.00 e:)x'` O i 6�10�94 I �- DESIGN CRITERIPfSPECIFIC TIONS• DRAWN BY: U11 C4 SEE DETAIL 2/C2. I SLD, NSS, HR CHECKED BY: MATERIAL SHOULD BE 2" TO 4" QUARRY SPALLS, • f ~ "`•.,� ff THE GRAVEL PAD SHALL BE A7 LEAST 8 INCHES THICK AND 50 FEET IN DL.W LENGTH. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND REVISION j tir'. r � C1 �• 1 i EGRESS AREA. (SINGLE 20-FOOT MINIMUM RAO LENGTH MAY BE ACCEPTABLE AS 6 EDITION / APPROVED FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL CONSTRUCTION 3 CLOSING � / $ DATE: I 2" X 2" WOOD POS[ 1T 4' O.C., STANDARD i � � l) SI TES.) OR BETTER OR EQUAL ALTERNATIVE: 'N o STEEL FENCE POSTS, ADDITIONAL GRAVEL MAY HAVE TO BE ADDED PERIODICALLY TO MAINTAIN `+ � �_ 'PLACE POSTS AT 6'-0" 0/C MAX. HE \\ jI/ { Cfl L PROPER FUNCTION OF TPAD. FILTER FABRIC FENCE ---,,, - --- - ,' l 36 WIDE ROLLS IF THE GRAVEL_ PA D DOES NOT ADEQUATELY REMOVE DIRT AND MUD FROM` 3 2/21/95 `r l ' VEHICLE V44EELS SUCH THAT MUD AND DIRT TRACKING IS EVIDENT CFF SITE, \ 1 �' / l ADDITIONAL MEASURES MUST BE TAKEN. SUCH MEASURES MAY INCLUDE HOSING OFF- WHFFLS BEFORE VFHlCLES LEAVE THE SITE OF OTHER CONSTRUCTION TECHNIQUES/WORK OPERATIONS MODIFICATIONS. WHEEL_ j I \+ \ r WASHING SHOULD BE DONE ON THE GRAVEL PAD, AND WASH WATER SHOULD L DRAIN THROUGH !, SILT-TRAPPING STRUCTURE PRIOR TO LEAVING THELr) I - CONSTRUCTION SITE, L `+� CONTRACTOR IS RESPONSIBLE FOR ALL MEASURES REQUIRED TO KEEP PUL31_IC N ti ry STREETS CLEAN AT NO ADDITIONAL COST TO OWNER. CD\ _ MACKENZIE/SAITO! ASSOCIATESR I, 1 ' N _ USE SUBGRADE REINFORCEMENT GEOTEXTII.E UNDER CRAWL PADS FOR ALL 1994. ALL RICH YS RESERVED �7 BUT CONSTRUCTION OF A SINGLE FAMILY/DUPLEX RESIDENCE ON EXISTING LOTS OF' RECORD, THESE IM/WINGS ARE THE PROPERTY((OF AACANDNZWE N00 R ASSOCIATES, SEO U'RPREDRO SITE GRADING AND EROSION CONTROL PLAN ) -- - __ -- - DUCErl IN ANY MANNER. EXCEPT WITH THE 1 = -U'_I- �p 1"-20'-0" PRIOR WRITTEN PERIA65 10N OF USA g SHEET r� NATIVE BACKFILL - MIN. 3 RC-Z t c� BURY BOTTOM OF- c2 U FILTER MATERIAL I 2-21-95 n IN 4 X 6" TRENCH. 12 V j U 3 EROSION CONTROL FENCEz OF JOB NO. N North Dakota 9tre9t,1274q 294149 - ©UP 95-002f,BUP 95-0158 ._...---_....__._..__._ - 70114 --- _...,_-...,...--._.,__-._._..________,_.--._._ .___.-.._�._._,-..�._-------._�.�.._�____.___...._.__...Y._,..�...._... �.-.._..-.,_ -.._....._ _ ...-_._._,_..-...__..__._....�...... _.__-...-,.__._...._. .,_...-__.-- ____... ..__..........��.� __ REVISED PERMIT SET 2-16-95 If thilt notice appeirs elvarer Ih:Ell the document, the document is of marginal quality. �,� „k . �luiim��nn n�i un ins nm�In rni�n nnl�in n��nn Inil�m i I ... . ....,.- ILII, _. .uc,n....- IL . Sr' •. -_._➢1LR � .o '.i"_- __ L: 'A i ... ..,.: ..'::., r.: -. �v,.. � „ s_._ . ._ s i-.r-_fes. .....:..� ,. y,��, .--____..ivL,_,.,,mow 44... aV,f�.��_�, ....,_. .r_ r ..i.... ,_.3�L Leri-�6.,&_.�._._•a. R.4.:r.ilktA_..�_�icn...�.-� 0. M - '4 1_ <kr 6 ..ir�F_ Ira• , `^y.p10 4 U f `- ` LEGEND GENERAL_ NOTES loom PROPOSED STORM SEWER LINE I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, W M ' UNIFIED SEWERAGE AGENCY, AND THE CURRENT EDITION PROPOSED SANT ARY SEWER LINE OF THE UNIFORM PLUMBING CODE AND UNIFORM BUILDING CODE. Q " `-• ` ' """ `- "'�' - 2. DOMESTIC WATER SERVICE m I -" COPPER SERVICE: Q �U1 21 G N "' ----• PROPOSED WATER LINE CO i -_ TUBING: ASTM 5-88 TYPE K, ,,OFT ANNEALED TEMPER. V) 0 111 FITTINGS: WROUGHT COPPER, SOLDERED JOINTS ANSI B-16.22 V) 6 p p (� F.N. PROPOSED FIRE HYDRANT TRACER: No. 18 BLUE INS o 141)ULA TED WIRE BURIED WI I H ALL NUN-4ETALLIC PIPE. Q '�a_ PROPOSED CATCH BASIN � _�-- TEST: TEST AND/OR STERILIZE AS REQUIRE .� • rn • '° D BY TIGARD WATER DEPARTMENT AND U.P.C. �C� - 4 1,2 -5/4TIpN/As$U1tT) ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE TIGARD WATER DEPARTMENT. - +� Q PROPOSED CLEANOUT _ -- ® PROPOSED WATER METEr? a 5/�T1oN/A�'$o1��1 ��.---� x, �ocA _ CA �AppRo 3, SANITARY SEWER MATERIALS: O • } dl • .' r�_r-ter^ t pRox �o - INTERIOR AND WITHIN 5' OF BUILDING: CAST IRON PIPE ~ °+N - o OTHER AREAS: PVC CONFORMING TO ASTM D-3034. Q c .:^ rt EXISTING TREES TO REMAIN EXTERIOR PAVED AREAS: JOSAM 58860 HEAVY-DUTY IRON ACCESS a CLEANOUTS C S t ' '�'�� \ U C ,q I BOX WITH 5 CURED SCORIATED COVER, ANCHORING FLANGES, AND CAST ,ROH CLEANOUT C i WITH SERRATED CUT-OFF SECTIONS ANO THREADED BRONZE PLUG. PROVIDE A MINIMUM W • LSD D+N - 18" X 6" CONCRETE PAD AT CRADE. N 4, STORM SEWER MATERIALS: Z m 3 O O ----�--�'. Rp _- W `1 POLYVINYL CHLORIDE PIPE (PVC): ASTM D-3034 CLASS 3 Y O V1 C aY U _ TRACER: N0. 18 GREEN INSULATED WIRE BURIED WITH ALL NONMETALLIC PIPE. � ��••-�_' 19 ,TION/FS$v11.T� I r" Q yrnt a 1AppROX• �qCA -� �_-- - _ CLEANOUTS (EXTERIOR PAVED AREAS JOSAM 58860 HEAVY-DUTY CAST IRON ACCESS E 4 (D Ot I . O.H. EIEC WITH SIERRATEOReUT5CO0R1 SECTIONS AN ANCHORING FLANGES, AND CAST IRON CLEANOUT Q d a a I ��-n,3 D THREADED BRONZE PLUG, PROVIDE A MINIMUM 18 X 6 CONCRETE PAD AT GRADE. , �.. - r "��M �_____"•--��� .n+* `'R" 5. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE !i 0.00+`,.(7) "�f_..--- �,r .�- L� ,. � •. 0 CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTION 1107. �l-�r • ON? 0 Re "- o s VE n•.G - "'"' I ! 6• CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO v , FR _--- �, COMMEN„IN„ WORK. NOTIFY ENGINEER OF DISCREPANCIES. [� POLE i_ lk pF NfALK x 12" ; o.H, ��C " "`� �LBAC ! 7. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT w - I SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT aPIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH j EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. Q EXISTING UNDERGR,.JND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION I i I SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY �--- f RIM 231.0117 ENGINEER 11- CPANCIES. THF RE ARE ANY DISCF IE 228.50 4 D.S. 229.00 I .."M, •-•. .._ . i/" WATER SYSTEM NOTES ro `� 1 O D.S. 228.65 ....».. . i ®!; T IE 227.98 8 � ® !+ j D.S. 228.40 1 I v 1 AN ESTIMATED 12% OF THE WATER SYSTEM COSTS MUST BE ON DEPOSIT PRIOR TO BEGINNING' Q + I CONSTRUCTION ON WATER LINES, AND TO RECEIVE A CITY OF TIGARD WATER DEPARTMENT (COTWD) STM . O =t !O j �` i STAMPED APPROVAL ON CONSTRUCTION PLANS, 14 .1" DOMESTIC WATER 2. THE CONTRACTOR SHALL NAINTAf q ONE SET OF COTWD STAMPED APPROVED PLANS ON THE UT : _-i,. MIN. l.f I I BACKFLOW PREVENTER CONSTRUCTION SITE AT ALL TIMcS. (IN ACCESSIBLE BOX)F.F 231,50 ti �� - 1" WATER METER 3. NOTIFY CITY OF TIGARD WATER DEPARTMENT 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SET P li A PRECONSTRUCTION U (BY CITY OF TIGARD) MEETING. TELEPHONE (503) 639-1554. i i t I ---- 1 W i 4. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA STANDARDS. O.S. 228.50 1 I 5, ALL WORK WILL BE INSPECTED AND APPROVED BY COTV/C, 15'x15' RIPRAP " _ 4.1 ! p IE 227.88 10" _ - 3 • 6, ALL PIf E AND FITT'NGS WILL BE DUCTILE IRON, CEMENT-LINED. PIPE WILL BE TYTON JOINT Z OUTFALL DUCTILE IRAN, CLASS . ! L S5 52 I 10" STM O 0.67. CO - - - - wwm� "'s"W - Q 7. 36" OF 3/4" MINUS GRAVEL COVER FOR ALL MAINS IN STREETS, PAVED AREAS, AND RIGHTS-OF-WAY. f �� 10" STM 0.4X7D.j,) 10 STM 0.416 0.1. CCB' 8, ALL VALVE OPERATING NUTS SHALL BE WITHIN 36" OF FIN _J RII� 8.45 ! OPERATING NUf EXTENSIONS WILL BE REQUIRED. FINISHED GRADE, OTHERWISE VALVE IE 227.33 S�j 'o IE 225.43 3 3 - INSTALL 3� to �' ,� ''- IE 227.52 10' ry t0' WIDE PUBLIC 6" MJ xI !6 i 9, POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 S0. F!'. F /' cn O WA `•�.' �.' IP7 TEE O BEARING SURFACE ARE REQUIRED j . EASEMENT -fir I AT EACH TEE, CROSS, AND BEND LOCATION. }- c.e. L. INSTALL 12" MJ x 6" 10. FIRE HYDRANT ASSEMBLY CONSISTS OF AN 8" MJ x 6" FLG. TEE OR 6" MJ x 6" FLG. TEE AS ~ N I RIM 229.55 + O REQUIRED, 6" FLG, x MJ GATE VALVE, 6" MJ x MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION TRASH IE 22500 j t I FLG TEC AND 6" FLG. FIRE HYDRANT A- E URION -�•--) O � ; '. � I x 6 MJ GATE VALVE 44 ., 6 Mu, 5- MVO, 3-PORT 2-2 " NST HOSE CONNECTION, 1-4�" :4- I 9 W/THRUST BLOCK NST PUMPER),1�" PENTAGON OPERATION NUT, OPEN LEFT, COLOR: YELLOW. o.GI ev, �.f_) o � ._. _.,� � { o �- 1 j¢• W 11. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRC-FORMED CONCRETE BLOCK WITH 1,16 CUBIC o - S1UB, PLUG T: ROCKSTOFSE RO K R EARTH CRUSHED 7 FDRAIN ROCK. COVER.PAPER WILL BE LAID ON TOP OF THE DRAIN Z I & MARK , Ljj w ( 12. ALL SANITARY SEVER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL F-- I 1" WATER METER BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON 80TH SIDES r (BY CITY OF 71G.aRDj �C j OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90' WITH /'� I AT LEAST 18" OF SEPARATION BELOW THE WATER LINE, (� 12' PVC 1" DOMESTIC WATER `J•/ 13. ALL MAINS SHALL BE TESTED AT 150 STATIC PRESSURE = 100 psi, si. BACKFLOW PREVEBOX) -- �7 Psi FOR ONE (1) it)UR WITH A MAXIMUM LOSS OF 5 p L_ F.F. 30.80 (IN ACCESSIBLE BOX EXISTING WATER r METERS. COORDINATE 14. ALL MAINS SHALL BE CLEANED AND FLUSHED WITH Pn?ABLE Wi,TER PRIOR TO DISINFECTION. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TWO j FUTURE WITH TIGARD WATER 'M i� CD 1 D.SIE . IE 222.90 OFFICE LEASE SPACE I 15. COTWD WILL INSTALL ALL COPPER SERVICES PR u __ DR TO BLACKTO PING OF STREETS. WATER METERS WILL BE D.S. D.S.pSI j INSTALLED BY COTWD UPON INDIVIDUAL REOUFST AND PAYMENT BY OTHERS (OWNER). OWNER TO PROVIDE �E 225." IE 2y8•e0 IE 22850 PRESSURE REGULATORS FOR 136" AND 2" METERS. 4" ss o 2.0% c0 / F 16, EVER( METER SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE i r� :' z:y3 INSTALLED AND TESTED BY OWNER. 1 1,/2" AND 2" SERVICE 4" STM O 4" S1•M ® S REQUIRE A. NfNIMUM OF' A DOUBLE CHECK i'2.0X MIN. i'2 0 MIN I ®' VALVE ASSEMBLY BEHIND THE METER. -4 STN RI. 229:1 / 17. UPON COMPLETION OF INSTALLATION - b" STUB OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER WILL ADVISE COTWD 01K MIN 6 S IUB E 2_5.12 (I OF THE f OTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED I QX FOR COTWD INSPECTIONS WATER LOSS, 2.0T MIN, ---r I.E. 225.02 (OU i c "'"'�► " ' - OVERHEAD; ADMINISTRATION, SAMPLINGS, ETC., AND 2% FOR ENGINEERING REVIEW, INCLUDING SAS-BUILT" �� 25.N STM"W"fs - DRAWINGS, UPDATING THE MASTER MAP, INTERSECTION MAPS, ETC. ' G� - _ c_..----- IEE 225.20 0 'SRL KORO SANITARY __ EXPIRES: 6 30 95 I 14 MANHOLE SE� G.E. ray a EX TG MH DATE: C4 RIM 225.33- CLEANOUT* f 220.78 .X 17" PV c t+ WATER SYSTEM CO EXTEND TON W IE 222.60 S 89'49'12" W 240.00 I ;r gfaRMER I.E. IN 221.00(4•N,4-NE,4' MANHOLE STUB, P UG �� STSG 6/10/94 I.E OUT 220.53(8"S) 5LFt O 0.40% k MARKr4") DRAWN BY: I O p -� FIELD INLET 13 ^ ENGINEER'S Cnsr FSrrMgT� SLD/NSS/HR 1 L�' '`r'� I�' '•'�� a !E OUT 226.00(12"E) C4 105 LF 6" DI at X20/LF $2100.00 CHECKED BY: (1) - Fire Hydrant Assembfies at !1800/ea• 1800.00 DLW TOTAL: $3900.00 F REVISION f.ALSiILytLrR'S BID ESTIMATEI EDITION ( --'� I" I *�� CLOSING I .9 � Contractor's Bid (Estimated) 3198 i� � .00 ,� DATE: WD (129 Admin., Overhead, Engineering) 468.00 ' c4 �� I Engineering (6%) 4 I 23 .00 Ts.T'AL COSTS TOTAL: $3900.00 Pfpeline $3900.00 3 2/21/95 (2) -- 1" Meter at $2,125/eo.O� $4,250.00�f i L��EPIAL LIST TOTAL: $8,150.00 SITE UTILITY PLAN 6" TJ 01 Pipe, Cluss 52 ..... N - - 6" MJ x 105 LF. 2 IPT Tee 1"-20'-0" Fire Hydrant Assembly ................... .... ............................................................ . 6" FLG x 12" MJ Gate Valve 1 EA,1 EA, ` 12" MJ x 6" FLG Tee ................................................ 1 EA. MAf KEN11E/5A(*U 4 A54U41AT[$P T 1994, ALL RIGHTS RESERVED THESE DRAWNGS ARE THE PROPERTY Or NAUtENZIE SAITO k ASS QCG1iES. PC(M� A)AND ARE NOT TO RE USED OR REPR,; DICED IN ANY MANNF.R, EXCEPT WrtH 111E ' TOR WRITTCN PERMISU_ON OF M•s A e' SHEET 5 v C3 C3 r- 4 N OF 4 North Dakota Stre©t,12,44 JOB NO. 13UP 95-0026.BUP 95.0156 -� 8 of 14 R��:�'ISF=D PERMIT SET 2-16 294149 �. --95 If this police appears ctcarer 1111111 lite document, the document is of marginal qun'Ay, CD1:: 4 �Itill roffl ilililt IIll II ;i1II1111iI� 11, 11 �� �fl �im mi i `� ��Mi pi�tu rnlnn hi 1{I+iNiGiM �i I { 1_ v C ., ...wL,.w... .......n....r«.r»rn_..,....+a...rAlfi,i•+:.....r,,. ......_. ........n,J-m.n...+a..r+..........+..r..»•+-•-w._-..r.-n..n_.,r,_..-,•.+w....J•,v,......,.w.,.ww...wrw-wr .. NATIVE BACKFILL (SEE SPECIFICATIONS FOR PROPOSED PAVEMENT AREA COMPACTION REQUIREMEN ') SEE TYPICAL PAVING SECTION l _ � 0'- SEE PLAN SIDEWALK AUI_K PIPE INTO HUB �—-- - ! -SLOPE TOP OF CURB LANDSCAPE AREA '- --- -- " --BROOM FINISH PAVED AREA HINGED TRAP In 3'-0 TYP. _� N -TOP OF SIOEWAiX /� __-_�:. -__z= W --- - _ _. - �'_, PUN M DO EVEN WITH ►'AVINi; . o. °. o. o o. o o. 1 c 19 10-1 -L 4" x 2'--4" x 2" CAST ~ O N TOOLED EDGE EACH SIDE o0 0�GooGc�Oo•Go•po Gq 7qp vOo•Oy U IRON OR WELDED GRATE / ------HAVING SECTION, CRUSHED a C _ 2X CROSS " ROCK BASE OR LANDSCAPING V (4� I/2"O HOLES EACH FACE N 1 -0 GRANULAR BACKFILL AA BASE COURSE LEVEL _ _ Q Q m M '-TLOPE RADIUS EDGE (SEE SPECIFICATIONS FOR --CONCRETE FRAME CASING 1. A TAPER CURB AT SIDEWALK OR END OF CURB COMPACTION REQUIREMENTS) AV --— CLEANOUT FRAME AND COVER (V O �4" _8" ING O DIMENSION 6., Q c v ON PLAN / o „ _ • M j< ", ---£XTR'UDED CONCRETE CURB z �- o c+ a ----�OAIPACTED FILL FINISH GRADE SET IN EPDXY CEMENT / 1"-L)" GRANULAR BACKFILL 1 , r . m 0 t` � � • (SEE SPEGFlCA LIONS FOR hl yr g;� ,�'" U • � I ASPHALT PAVING r * to •- �- COMPACTION REQUIREMENTS) W 5' ELBOW F-- c+ N o t '� -J -_---�" CONCRETE WITH � �- f c yr h � CONTROL JOINTS AT 5'-O" O.C. a a — 1/4" R STEEL ALL WELDED 0°1 AND EXPANSION JOINTS AT A Oft �(jpp�ooQf!on�0�0floo c' > W Z CONSTRUCTION. ASPHALT Q V 20'-0. O.C. OR AS - ri > 2 L- oo`��00�0� o ° EMULSION COATED INSIDE - '----'--,APPROVED SEWER UNE V I W aVOQppQ�q Qpp�aDODo .. " 1 , W a' a o CA SHOWN ON PLANS. �o aaoo Vo o�opQO000� -0 GRANULAR BACKFILL --- N AND OUT. 2'-0" x 2 -0" j• WYE Li O --------------CRUSHED aa�OVp�o OOpp�t (SEE SPECIFICATIONS FOR • en ROCK BASE tV 4p p�j (OR 24" ROUND) N m.-. OL °;(!� Dpo�Oa COMPACTION REQUIREMENTS) eL�AT---� ' ? 3 O o UL CLUO ° n� � tff41 JQpE,oc pUoa SLOPE AND I.E. VARIES �, U o °o Voou` o pGp°;� SEE UTILITY PLAN FOR PIPE SEE PLANS NOTE: ``>h�^' �x' '�lr o - c b _V0 app°�iv�°Q ri0��°pon� SIZE AND TYPE (MAIN PIPE) 1 MIN. 2'-0" COVER ON ALL PIPE IN DRIVE AREAS. ` � p 2) LYNCH TYPE CATCH BASIN OR EQUAL z ELEVATION Q O d Q j SIDEWALK 2 EXTRUDED CURB SAND TAPER 3 STANDARD TREK NTS 3c N P S CH F I W a CATCH BASIN Q 5 CLEANOUT o 1 r —5'-0---, u size C4 3/4"=1'-o" C4 N.T S. w SEE PLAN WIDTH VARIES - � -- t L� 090" ALUMINUM SIGN PLATE ��. SEE SITE PLAN 3 8 _ ao WHITE BACKGROUND I DIMENSION VARIES WIfH NUMBER REQUIRED � ! ,r 1" HIGH BLUE LETTERS _ - _ AND BORDER, BAKED ENAMEL 6 �� I TOOLED JOINT � � PARKING WIIN 1 1/4' GAL V. STD. PIPE 1.12 1:12 DMV DISA©QED ONCRFTE WALK I i PERMIT ONI Y VIDEATOPS �-- SIIING DE --HANDICAP SYMBOL WHITE 2X CROSS TOWING 1:NUEP 1" RADIUS '•' SLOPE TOOLED EDGE v - DICv4BLED SIGNAGE PER / ANJFIN_t'UP°O 1O WITH BLUE BACKGROUND \ STATE REQUIREMENT �� TAPER CURB $8111315 SEE DETAIL 10/C4 ASPHALT ' N 5-5/8" CONCRETE FLUSH ' ----COMPACTED FILL � g --CAST IN PLACE CURB i 4" STRIFES j "� I VAN ACCESSIBLE L AT 2'-0" OC TYP. I ----- z SIGN �/ f t / F 'PAVING SELTION N o 7" 3 1/Z" I I / J % 30' 7YP. OMPACTED ROCK BASE NOTE: 8'I CONC. FILL FINISH ^I ��� In - 3" WIDE PAINT STRIPE UDI U SAME AS ADJ. SLAB I TYPICAL • CONCRETE TO HAVE STRENGTH DISABLED SYMBOL, I - _ OF 3000 PSI IN 28 DAYS, PAINTED PER // i NOTES N ;� 8E' I 2" TO 4" SLUMP _ OREGON LAW �// 1. ALL DISABLED STRIPING �_ U / —--- --- - SEF DETAIL- 9/C4 / AND SIGNAGE TO COMPLY I • PROVIDE EXPANSION JOINTS O 20'-0" O.C. - —'�, � , WITH ORDINANCE � ALIGN CURB AND WALK JOINTS `R o 1 E' ORS 447.233. CL • WALKPROVIDE CONTROL JOINTS IN PAINT STRIPE / 2, DISABLED SIGN TO BE / 1 MOUNTED TO SIDE FOR 6 o WALK O 5'-0' D.C. J _ .�� II -_ I ' 1 VAN ACCESS LOCATIONS 'k- - I ( I N • CONTRACTOR HAS THE OPTION TO CAST -- AND MAY BE CENTERED \ CURB AND SIDEWALK MONOLITHIC. ,.. �_0- F 6'-0" STD. (TYPICAL FOR STANDARD DISABLED 4" 10" ( I m -- ---- / (TYPICAL) 9'-0" A7 VAN SPACES. \ t I — t64 SIDEWALK WITH C.I.P. CURB ACCESS LOCATIONS � � RIBBON RACK Q e HANDICAP STALL _ -� 314'=1'-O" U C4 NOTE TO DESIGNER - 1"=1�-D" C4 N.T.S. 9 HANDICAP SYMBOL 10 HANDICAP SIGN = No rc 1 N.T.S. i -� N.T.S. _ VERIFY RACK LENGTH FOR NUMBER OF BIKES REQUIRED THIS TY*[ a< MAraOLE SHALL i 38.375" FOR (5) SPACES. eE USED E Of FORWAI PIPE HILL , - 37E PS OF :,• OR Less. � O I 0 0 -J FLOOR SLAA / FRAME AND GRATE / \\\ Q / F.G. OF RIM - O J O O O O O O BUT OM OF SWALE 226.20 -- �� 1 O Q CAST IRON TO EXTEND � ---� 4' ABOVE FINISH GRADE. WALL o -PIPE BOLLARD, FILL WITH - - 90 DEGREE SHORT TURN a CONCRETE, PAIN TED YELLOW 3O' �� WIN HtYR R L 116 \ / / 45' WYE CLEANOUT O O .._ EIE:)W NUBLESS CAST IRON WITH PLUG. (8" DIAMETER). O 1 t WITFI STAINLESS STEEL SEE PLAN (C1) FOR LOCATIONS IE=226.00 O BAND, TYPICAL i AND SIZE. I LOCATE MArF10LE COVER � / � GRADE o AND FRAWE OVER LEDGE \ �� OF AT LEAST 12• IN WIDTH — ---�� N MATC�D IINISh+EO GRADE OF STREET SANITARY STCRM SUMP / 45 DEGREE SHORT CAST IRON COVER Ara F P,y{ (SEE STA/.DARO PLA,v1 TURN ELBOW SOLID GROUT AT BASE ( ==___--- - - I 1- - HLT rRAAF IN Nor�sHwINKINc GROUT z.-]i.• FOOTING "' `Oi yy MAXIMUM 27• FROM h .' — 7�" : _ ECCENTRIC MArNOLC TOP 3 " 6" 2' 3 " TOP O► FIRST STEP % • 6"1 i'� 2—� --- _ TO TOP pF CASTING SECTION ELEVATION •'� •' J a NOTES: w Z STANDARD R48" , PLAST IC \ 2T• Q v � ? _ SER �' \ B '6 1. FOR PIPE SIZE -- SEE PLANS. � :. CASKET ` � r zs- [�fE SHOWN ---- _ u• FOR PIPE 7 UNDISTUROED „ �-- 2. FG = 3000 PSI IN 28 DAYS r o 24. OR LEss c STH ON PLANS b 3. OUTLET AT SIDE WALL OF INLET. SEE '^ \ ]• �• :q PLANS FOR PIPE ORIENTATION. 60' FOR ►IPE 2►• OR LARGER COMPACTED 1 12• MAX. FOR CONCRETE PIPC •:� CRUSHED Roca r DOWNSPOUT o 12 BOLLARD � rp`� -� � CC N.I.S. a �. QFIELD INLET _ ]• IL V7TS Z - DATE: " I 2•-�n• I 6/10/94. , ,4 j ---� . , I+OLES PRECAST DR BOOED ]I• _-� DRAWN BY: . a" 41 �.• f� •. SET IN FRESH SLD 1 roR Stas s+uLE ec vtRT IC,A1L. ' ---- CONCRETE Ara NOTES: IHSIDC DROP MAXIMUM 2.0• 6 2 1 '� ocT.Il . SPACED Iz• CENTER To C[NTLR . _ 1 I . USE SUBURBAN TYPE ONLY IN NON-TRAFFIC AREAS, CHECKED BY: a c.- VERTICAL o1sTANCE. • • ���''• e•o• ulNlwu'• ��' INVERT To INVERT Iz• LAYER COMPACTED 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. DLW 3. COVER AND FRAME TO BE MACHINED TO A TR '� � ewst wTtRIAt;]/4•-01 UE BEAR .IG ALL AROUND. 4• NOTCH LID FOR LIFTING HOOK. REVISION It' NOTE — - EDI'ION a CLOSING , MANwt.t Stns Mus- BE T I cK1 •AD FIRMLY EMBEDDED. THEY MUST ALSO MEC- TK ASTM p DATE: i• Z O �• c. TEST rOR WITHSTANDING P L,L,mc ouT. '—'-- . STANDARD MANHOLE Uniftd SUBURBAN AND STANDARD MANHOLE FRAME AND COVER omwwwg DRAWINGNO. 010 WALE _ •ti �' RAVING N0. 120 STEP • STANDARD MANHOLE c u T AwA Y V ! EW _ MANHOLE FRAME AND COVER N.T.S. 3/4"=1'-0" 0 w z I ATCH EXISTING GRADE o_ `n .s• Cc E.L. 230.0 ' S-]/B• FOR PLASTIC SAFtt• STEP r 4' rDA GALVANI ZCD STEP cw i I DETAIL_ A C MALKENZI(/SM in A ASSOCIA IF�,P C. ` 1994. ALL RMOITS RESERVED r- � B•--B-sn• '11� �` F.F. 2,30.80 THESE ORAWINt,S ARE THE PROPERTY r)r MACKENc'IE WTO#ASSoCIATES,PC M A)AND ARE NOT 10 9E USED OR REPRO CRASS LINED SWALE D REED IN AM wwNEa. Exr.EPr WITH THE Q - 3 I 3 PRIOR WRITTEN PERMISSION OT M S l ! PLAN „ I r C� f •;; SHEET MATERIALS: I.:II tf1 r T I � wALVIw121rD, �L qB I3/4• DIA.! GALVANIZED DE►OPACD REINFORCING BAR. U REINFORCING BAR CDN'DIbim WITH _ TM �u11 1 » ASTM A e I s GRADE 40. "� � jl � GALVANIZED CDHIORMIIK WITH ASTM A-121. ' C 4 j } PLAV ICt 1 U MUST COWOIW WITH ASTM C-4n. 2' D" 3'-0" 6'_D" 6'-0" 1 STEEL REINFORCING BM MINIUM 1/2• BRADC BD. ME R[OUIRCatMI Or ASTM ASIS dNCAPSULATED .IN IIuCTION M"M COPOLYMER POL1►RO . 141 OF MANHOLEWI�'�° rAc"s SWAL REVISED PERMIT SET 2/ 16/95 JOB No. CF) _ 3/4" O" x n E SECTION "- " 15 Notch Dakota StrOct, 12744 294149 ► 1 BLIP 95.0026,BLIP 95-0158 90114 If this police appears clelu•el' 1111111 the document, the document is of maFginal qual;t�'• Jill 111&111 111111plull liII1111.10- .. ju 30 x 1 r I , 1 G E N E R A 1._N F 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND CITY OF Q STANDARDS AND SPECIFICATIONS. TIG.4RD LiJ ---_� 2. PRIOR TO ANY EXCAVATION, LOCATIONS OF f-- �--�---� � I acs-1 S 757 5 U.G. UTILITIES SHALL BE VERIFIED Q �J cs-1 BY THE EXCAVATOR, COMPLIANCE WITH ORS 757.541 TO 757.571 IS REQUIRED. �-_ 30 X 1-4-98 [L F 3. ONE AS-BUILT ENGINMYLAREER, OF ALL NEW FACILITIES SHALL BE PROVIDED TO THE CITY, BY U ii THE PROJECT ENGINEER, ALONG WITH CERTIFICATION THAT ALL WORKSAND MATERIALS Q_ o rn t CONFORM TO THE APPROVED PLANS, STANDARDS, AND SPECIFICATIONS. 4. THE CITY'S INSPECTOR SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF CONSTRUCTION O o _N COMMENCEMENT (PHONE: 639-4171), U t I 0 00 5. All. TRAFFIC CONTROL DEVICES AND PEDESTRIAN SAFETY MEASURES SHALL BE IN PLACE IN I r,t;l 1 Z H 0 N MQ$ TO CONSTRUCTION COMMENCEMENT AND SHALL BE MAINTAINED DURING 0 CONSTRUCTION. t ....n c, rt __ 0 m J& c� F 6. CONTRACTOR(S) TO OBTAIN CITY BUINESS LICENSE. ry 'n 7. CONIRACTOR SHALL KEEP ADHACENT ROADWAYS CLEAR OF DEBRIS, MUD ETC. OfLAJ • rn x 8. CONTRACTOR SHALL ADJUST ALL. MANHOLE RIMS, VALVE BOXES, MONUMF JT BOXES, W '>.0 G E IM i DAICOT�A CATCH BASINS, MAIL BOXES AND MISCELLANEOUS STRUCTURES TO MATCH FINISH ?_ �' 0 • GRADE. THIS SHALL BE CONSIDERED INCIDENTAL AND NO SEPARATE PAMENT WILL BE MADE. N N o CUI.B ; CONNECT TO EXISTING Z � r � STORM DRAIN MANHOLE z • o a, cn I.E„, 1N -- 225.12 LAJ w ~ a u N " �m C3D N 27 L.F. 12" C.S.P. 1 \ N SAW-CUT EXISTING EDGE OF ® S-2.44X / PT STA: 13+21.63 Z o PAVEMENT MIN. 2' FROM N OFFSET: 10.05 R z x TYPICAL ND FACE OF ( JRB _. 8 LiJN PT STAN, 11+19.85 x X. " x .. - °' N Y. �+GO 9 ANGLE ! . ( p U • ci 10 1 9 1 +00 OFFSET:�13.00 R STA 12+2 d8 u i ' - � x x oRO c x x 12+00 _ v. OFFSET: 13;00 R ry 13t1� I k -ST'A: . 3+23.52 > � 0 c x (SECTION L x „ BASIS OF BInARINGS BEGIN - - +- _.}.._.--- --_..-- - -_ I_�a_- - . . ._ . . �... . " .. _ OFFSE 1U.OB 14+00 �' C� 0[i- tL R CONSIRUCTiON - PCC STA: 104 76.70 _s oo to'ae 2620.42 (2620. CS 16976 .... .. __«- -r - ( """" - -. _-- END C'C�" R CT)ON __�-•_-„� PC STA: 10+65.48 1.• K »-~- H I OFFSET: 20.34 R '� O '� t n - MATC EXISTING STING OFFSET: 25.63 F �� _ g CURB ��,,J{,y1 SIDEWALK MATCH EXISTING N � I.h � J B eD "D N (f x s h LIRB AND SIDEWALK 00 N tI ry. .•mow. - - I\. I_.. -•�-~ cJ -_-+ �r�• -.__7 n _--.- -- (..• t X1171 -, �'� _ _ _- - Ld x' \ �'^ Q + STA: 12+95.20 N � 1 > OFFSET:FSET: 10.86 R _.� va -- - - O E.1J _ t p - - t. yy I N _- 4 J P JJ 3 INSTALL STD. C.B. O Q t' ' r \ e T.C. 229.65 .� LL I.E. OUT 225.78 O ,1. � + CONTRACTOR TO ADJUST 1 1 w t EXISTING CATCH BASIN LA_ Q s a ? TO F!NISH GRADE AND t, CURB LOCATION A pp [, X N 7 ` ..� p Lij ( \y w � J 1 m u l\�/P x I F-- <t J CL of � � l .• 1 �; n• cj z r I L1 15,5114 dd' z� a� "c 00 232 �Q z+ r%:w W co c0 OR9C pN z T ro 4 N Z p l z z o '�4L K DrtnG Wdlw l'- �' TOP OF CURB PROFILE +I� Nim N r Q Q > w N, 232 E:XPIRES: 6 3T(J 95 m V] W >N N (n IfI ILl -�--; 3 ECYa01 EXISTING GROUND PR01-1LE )N X 230 -o.eeq AT CURB LINE v� �N ci DATE: - _ catnLJ ar o�'N� i2-14-94 -0.56$ i tp try C) U BY -. t 1>� 1)RAWN - 230 • _ - ?tn c�a z r-�'�' R WEi 228 __ - _�_ --` - --- ��, - --- -- - CHECKED BY:�- / - -- _�_ K JK TOP OFcuRB AT - �_ DRIVEWAY DEPkESSION , R" REVISION L 2 8 P g EDITION PROPOSED GUTTER PROFILE p CLOSING V� DATE: 126tr1w 1~-4. 95 2_'h ------- 224 224 MACK ZIE FN(:INCI I� 1994, .AEE RIGN!S PC,ERoTO MESE IMAMNGS ARE. 111E PRR17 �. EIAtMEN71E MGINCLPINo TNG. y{ ,',II A, ARE Not iP nC "Sq f�7 p r110 ti"PI DIN Nip ANY INA Y4IP�k!( 07of mcf SHEET w c s � + North Dakota SIMF)t-12744 OUP 95-0026,OUP 95-0158 10+ 00 _�_ \l`J f I i 10 o1 14 0/ `f`l114 00 �) 1 ,3_� 0 Q REV J�� .__....� NO. OF REVISED E D B i D SET - __...__ 1 4 9 5 294149 .00 I 1 It 1 I If This notice ntlpenr•s slenr•er• tlrnn the S 1 document, the document is of mnrginnl qun5ty. nl �n mt�m I' Itl III�NIt i niuli mini r . ....... . .. , r O37. 36'--0" MAX., 10'--0" MIN. � n rn � I (SEE TABLES) ul FACE OF CURB -DRAINAGE: BLOCKOUT / V- STREET WIC 3" I.D. PLASTIC O a o cv 3/4" R- EDGE � ` rn �"'� 1• 6" PIPE W/COUPLING U 0 00I BATTER -- - Z C a 04 A T ROAD - - 1» �— 1 C m .�. I _ 6" 1" R r, M 1 VARIES --- — .�-_�.___.- _ 5 ----`"- -�----- DRAINAGE BLOCKOUT (' _ p - 6" _ EXPANSION 6" X 6" R/W LINE Y + s" 3" I.D. PLASTIC � 12" Z ) � -#- • a JOINTS 10 GA. MESH '---, _ PIPE W/COt1PLING jg �" ROW _- �jjeF 16" -tk- Q 1/2 CURB .:PINT - 5' MIN. ---- ;EE NOTE 5 IW • x!J� CONTRAC110 / / MAX. I JOINTS SIDEWALK 0-di .� " .,. "'f-'2 _ �_ LcJ •0 a� o $ o v" �, BASE COURSE--r ROA _. :. I Z m I • ! CURB J01 S ---' m ����• - - -- -- 4 a O ---24" .` ! JI '...w Ji f TIi C.� � '� 0 0 V I: 461,X11=(I I` I I/I-iry �.._rri Z v) n 1. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WITH PRIOR COMPACTED 5UPGRADE--✓ 2' OF 3/4" 0" BASERUCK W o a� rn A -FACE. OF CURB `,U �C) APPROVAL FROM THE C11Y ENGINEER. _ - v I C C S' 0' MiN. 5, -0, MIN. O SIDEWALK ADJACENT TO CURES _ _ LTJ rj 0 cq -- - 2. CONCRETE TO HAVE A BRCAKING STRENGTH Of- 3000 P.S.I. AFTLR 28 DAYS. '-- _. 18'-0" MAk MAX. ROW rJ � no m M PLAN �"r— - g" -- 3. EXPANSION JOINTS: ('�- --5' MIN. ---►� 6» -- Z ` 4c O p USE EX STING EXPANSION JOINT A. TO BE PROVIDED: _ �__� �._,...�..._.__ LLQ N OR SAWCUI AND PLACE COLD 1_1/2" EXPOSURE TRAVERSE EXPANSION .JOINTS: 1) AT E/'CH POINT OF TANGENCY OF THE. CURB. ROAD �[ N c JOINT. 2) AT EmCH COLD JOINT. T 1. TO BE PROVIDED A T EACH POINT OF -�1���7,1 �; �' U � o - I==_ -=IIT- IT _ o - c TANGENCY OF THE CL1RE3 do AT OTHER 3) AT EACH SIDE OF INLET STRUCTURLS. �----�- SEE NOTE 5 =1 I= 11 -� I Q =cn o i LOCATIONS AS REOU!RLD TO LIMIT THE 4) AT EACH END OF DRIVEWAYS. 2" OF 3/4"-0" BASEROCK U a Q .c LEVATION E3-© -to GA. MESH SPACING TO A MAXIMUM OF 20 FT. 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. COMPACTED SUBGRADE - / - 1-1/2' AB[]VE BASE B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED NON EXTRUDING, t 6"- 2. MATERIAL- TO BE PRE-MOLDED 'NON - NG, SIDEWALK AWAY FROM _I EXTRUDED MATERIAL WITH A MINIMUM WITH A THICKNESS OF 1/2 INCH. NOTES: --------------__-_ LU STREET / -� �_ THICKNESS OF 1/?.". 4. CONTRACTION JOINTS: 1. CONCRETE SHALL BF' 300C P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE` ----�"" _ OF 1-1/2" TO 3". ^ 0 7- TRAVERSE TRAVE(1SE CONTRACTION JOINTS: A. SPACING TO BE NOT MORE THAN 15 FEET. IJ 2. PANELS TO BE 5 FEE T LONG. C� W �- - B. THF. DEPTH Of THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. 3, EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, v C -- 2" QF CUM ACTED 3/4"-0" 1, SPACING TO BE NOT MORE THAN 10 FT. ►�LOIE: _ CT.4�1 . A-- A •3/4 --0 AGGREGATE 5. BASE ROCK 2"•-0 -9 3/4"-0, 95% COMPACTION. BASE ROCK SHALL BE TO UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT 10 EXCEFO 45 FEET. L V) 2. DEPTH OF THE JOIN f SHALL BE Al SUBGRADE OF STREET STRUCTURE ( R 4" IN DEPTH, WHICHEVER IS GREATER. 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE 1. CONCRETE SHALL BE COMMERCIAL MIX. FEAST ONF FOURTH OF THE CROSS-- CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/?" RADIUS. 2 CURB JOINT SHALL BE A 1ROWCI_ED JOINT WITH A MINIM.:IA 1/2" RADIUS SECTIONAL AREA. 6, DRAINAGE BLOCKOUT -- 3" DIAME7FR PLASTIC PIPE: [� �.. Q ALONG BACK OF CURB. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CLe ^ CONCRETE BREAKING `.STRENGTH: A. I.D. PLASTIC PIPE WITH COUPLING, CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. `•J .1. EXPANSION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES, 11.I � CL' W MATERIAL OR EQUAL., EXTENDING FROM SUBGRADE TO FINISH GRADE. 1. TO BE 3000 P.S.I. AFTER 28 DAYS. SAW CUI VERIICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB 6• DRAIN BLOCKOLITS IN CURBS SHALT. BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER V- CL 0 PLASTIC PIPE. AT 2:K SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. _ COMMERCIAL__ _ _DRIVWAY STANDARD CURB 3 _ CURB AND_G_U_TTER _ _ _ o .u„ ,, __--- a CONCRETE S _ IDEWALK cn z -- a �--Z CIfY OF 1iGARU STANDARD DFT.41L SCS 2 CI71 OF TIGARD S,ANDARIJ I'F:TAIL �- _ �`' e-srD C3-Z CITY' OF TIGARD STANDARD DETAIL - — ruF• •au• - WASH CO. COMMERDW WASH. CO. CS-301 (MOD) WASH. CO. C5-300 GS'2 CITY OF TIGARD STANDARD DETAIL '� ___ �s �' J O.; WASH, CO, CS-350 ,.I<L M H C Q CL' IJLI 0 x n Z F- • a cn 1 RCS-� V- 8/CS--2 � • a-as _ .......... f I1 -2 EXISTING PA'/t_MFNT DIG OUT REPAIR //--SAW f UT OR GRINDING 48" Z s rs-2 MIN. 4" A.0 IN 2 LIFTS -t�AX. - - -� 12" 12"I-+ 2" 24" 3 1-4`A3 STREET AREAS I OUT OF STREET AREAS \ � � �D SAW CUT-- _-_._._.____-- i - ----_ _._..__ -- -_ \ -- -�.. � _ _ ___ -•t---_--•-__• _ - -- � F -.L__ _ I 2" x 6' x 6' ----- `�� �y r EXISTING SEC ION _ \• �- .`, �-� _ -[ RESURFACING 1= AC °•o° ° u o 4 ° ^ o c ° °"• //�� m o I)Jo 0 0 0 00o 1�-- 2" X 6•' X 8' ��I �' 18" �+ I G� 0 0 0 0 0 /// aO00aOVo�l "O0 0 v 0°+t - �f'�-�I 25. 0 0 0 0 ��j _ r�°o�d •,o.Or;^ 04 r,o4 o0p° o AGGREGATE BASF:ROCK ° O 0 ° / / - 4 A )FP1FiES: 6030 95 0 0 0 °0 / [00 40 0op00 n0040od�'ZOo TOP OF CURB ° 0 0 `DO OO 1,OVo 0 AB'00 Q 0 g 0�',� _. L 1 A-+E -� ° ��'/ _ a�O0 O4 AGGREGATE BASEROCK J _ O4 qo° ^ o)7"0 ^ ud ° CLASS B° �� i /.OIL' �Q / _AC 0� C`U __ 36" M1N. f)ATE: BACKFILL " CLASS AW'i' f� _____ .-- -- _ _. __...T - - 24 MIN. ~ 12--14--94 2" - 0" 0 0 ° o BACKFILL o ta�� -3 y COMPACTED SUBGRADE �� �' ✓ ' ��/ DRAWN BY: � - j ; i /' " APWA TYPE 6UA 0 0 0 /�� 1—4-9b- /' / j•: ;' % / /' 44 ! I R AP OR EQUAL_. I - - �� ° °4 //�/ n . STREET / +�{ SEE: N01-E -- _ _ F l c °° °o ° j/ r i/ / /� , / /,/ I NUMBER 4 ~� Z Z CHECKED BY: 3/4" 0" ° o ° / I lil_ STREET s`. � I K JK GRANULAR BACKFILL ° 00 o ° 0 �/ 1- - I "� M N REVISION /� i -D ' ° ° ° MINOR COLLECTOR STREETS: VP° 4 0 u ° ° .0 o /�/�/ �1�� > » NOTES: .`;�;\` \ `\14. - 4 EDITION •I - I' -' I 6" R CLOSING 26" 11 i 1t F� DATE: AC 4 ASPHALTIC CONCRE:Tt-, n I BACKFILL IN STREET AREAS _ 1 =, — ---- — o . : •• 1 7. AB - 3" (3/4" MINUS) AGGREGATE "ASEROCK 1. POST SHALL BE SET IN CONCRETE J 26" DEEP. - -- r A s4 1 1 -95 1. IF S/W IS AGAINST CURB, FILE AB - 17_" (2" MINUS) AGGREGATE BASF-ROCK CUP V ROCK TO BACK OF S/W. I a 2. LUMBER IS TO BE STANDARD OR BETTER GRADE. -- UTILIZE CEDAR OR PRFSSURE: TREATED MATERIALS. 6" l 3)�"x3 "x)�"x36"MIN. o D _ T V11r� FT[ 4"x,1(�"x36"M1N, 2 IF S/W IS NOT AGAINST Cl1RF3, o ! • . T 3. HEIGHT SHOWN IS U.S. POSTAL SERVICE SPECS. FILL RUCK 2' BACK FROM CURB. --- 4. FACE OF BOX TO BE FLUSH WITH BACK OF CURB. - ^ ` r. In -- -- - - r 5. MAX. OF 4 MAILBOXES EVENLY SPACED IN r " " I .c••,.; FNt•RKF:RING iNC ,_ " J ' PIPE BASE EACH CLUSTER. T �+�•1-� .-_ J-�F--1 24T- 24 T-� 941.ALL RICr TS 4ESER EO F ��"'F- THESE DjAAF�SNCSWACJUtE ME Fytpp�p r v� AMC hAOEI NO t FTf)FR'USEINC PIPS BIDING AND BACKFILL _ _ TYPICAL.. PAVEA�ENT PATCH TYPICAL MAILBOX INSTA DuCtD IN ANY MANNER ,_� LL.ATICaN _a_ CURB INL.�ET CATCH BAaINfHE PRIOR ARIr N Pi:RFMISq'. c,2 CITY' OF TIGARD STANDARD DE:TAIL. P'":`3E° (;6 --2 N.T.5. SHEET3.M- 4-- 405 (MOD.) _ _ -__ __.�_�._ __- ----- - -- — -- ---- --- __ F ~^� i Ca" S 2o z I North Dakota,treat,127443- E3tJP 950026,BUP 95-0159 -- -� 11 0f 14 REVISED BID SET 1 g 5 .I�� N 0. E - -4- 294149.00 If this notice appears clearer (halt the document, the document is of marginal yunF;1y, 30 X � � � i�I�I. : •_EI��I� IIIIII��Iilf lII�11�1�� ' . , .' ,. ��ti tminit n���r�► i�it ►mwr�f;��l,�n ualan uul�i� �� mpg ''!.'I. •' 't ,i!�1 �r 1` '.In, M�Sr�'�I '( -N '3�I ''-- }".P�'. I::M1rt ... ylf,; 1�� � IERNY W. E1 r. . POR�'ANA CON 01 ICorr G. !prier /auit W-0, f04q [l0 C I E 8' L I NCx LEGEND VICINITY MAP - - ;X4 Recessed Flourescont Light Desigqnates 51al/*/Master relatiOnslilp I I for IFiered ballast Tellers �J Su(faca Mounted Floureecant vim• _ Pendant Mounted. 6' fcGund Tubs Fixture I Pendant Mounted, e,' Round Tube Fixture w; ' - - - - � (AW Rscssesd Compact FlGurascent Downl,gnt Forum Cfli p B'� Recessed Nalvgan Incandescent GGwnlight c G 1 O fZecasedd ka logon lncendesc_ant Gcwniight -� __. p ii i i R*cesesd Incandescent 5preed Lane wallwaeh y r 110 `ilk _ q' �•- ,� ` / ' asaysrlsh- _____._ 111411 Mounted Flourasceot C}---- �_ " � • 1- ; iv M 0 Calling Mounted Exit sign 2 tabby • Exhaust Fan \ Surface Mounted. Metal Hallda w �• Switch Mounted • :6' AFF. r O ��-0• _- - - - - - - - �3 atThrs-way ewich mounted + 3(0' AFF 1A N& LAMOMP (A� iAl [ia - LA) �(A) . Q-A Q 2 x 4 Acoustical Tile Ceillrg wbw ` r �[ 44- 2 x 2 Acoustical Tlls Calling -- vesti N �h _me -bul®— DepoBit,or� Suspended Gyp Ceiling �..� ,` ` - •_ CSN E�4L NOTES , 1 ...•��� 'e 5/8GTPBD Draft Stop - - - - — -- - octad Ga i i 1�_Plan ---- ------._._ _ QI. Plumbing and Mechanical plans to ba prvvldegl ry subcontractor, /t 2 Nandele, pulib, latch e, locks and other operating devices on doors, winclows, cabinets I I shell ha vs lever or other shape ,srm,ttin Plumbing fixturg�s and storage fac(tities , tWietinr� to Operate The Force required Ir operation byr�wreptuo aemtp els�et be gand .eaterpthan ,tight is spinE3 pindning or V� 3 ith Pit host beet operable part of environmental and! other controls dispensers, receptacle* and other operable oquipm ant shell be A' within 3t least ane of the reach ranges specified In section 3109b of the 1991 UBC., end not lees then 36 Inches above the floor Electrical and cemmunlcatlon6 ayetema rac•apticaias on walls shall be mounted 1 minimum of 15 Inches high ebovs the fleet In aceordince: with the 1991 U B C RO OT I FINISH SCHEDULE _ Room • F2oom Hama Floor Base Walla Gelling - Remarks t() Q) t --_ -- - SCJ Mat'( FlntehMavli. Finish - -- !i-J B. GB. PT_A A.C.T. I 101 Lunch CP V ---- ._-- YConfsre_nce _CP. VB. GB. PT — A.C,T.-Z --- N Gloeat CP V.B GB -- PT. N C T E Alarm Panel • • - GB. PT. 1 N.0 Land nq 16 _3• 104 Vault CP. VB. Y.P. PT. VP. PT. end Romp lTnder I -- - 3 ' 9'-1 Lam' - - - t V ---- - --- • _ Yl SetSheInner Permit Inner *' - s - -- T., clear -__ 1T4a_ Coup. 5tor CF. _ V.F3 G[5. PT._ GB. PT s T-: a Closet V ul `a �_3 104b Inner vault CP. V.B. VP- PT P. PT. ---- 103 124b] - r Fec Gf Wa I 105_- Tellers - CF. VB. GB. PT A.C.1.-2 -- CPI V.B. GB. PT. A.0 T-2 - -- - �. 1 10-1--- N Deposit CP. V.B. GB PT. 4'_m. - _ -- ---- _ see dot. D.I. Window I 105 _ -Vestibula xxxxx V.B. GB. PT. G®. PT. h r Feren 1ma ' ' i,-� y bg Owner 109 Officers Q) Te I I r C > H C. Counter - -_- .._. _ -- CP. V•B, Ge PT. A.0-T - ' Taller Counter ��� — • 2' LL \/ tL -LL t Yee +• I 35-I/• 110 Corridor CN V.B. _ GB. PT. A-1-1 -- - I YI b Owner Counter -.-~ Vain y ,� Above FF. III — Mens Rccm_- SV - - VB, GBS PT__- GB. PT. - .?T'3Q (-i�sj 1! I I 112 Womsns Room -SV` v® G !S. PT. GBBT PT, " - — C _-- Ipi �4o I I 113 Janitor _ SV. _ VB i y �1 GB. PT (/ I �1 r _ 11 _L 114 Store e vC-7 `-- ------- - r_z v I i. ---- -- y-8- GBS PT. A.C.T.-I -` { Men I✓ ri; t n f ' 9 t- - -- _. _ ABRE'✓IATION5 -- IGerr I I - IAU �► Women 6 Ip { 9 I Ceramic Tile-- D'•2' A.C.T.•I - _ Calling Tile Type 1 1� C { AGous t i ca l ITy fl;�- I t ' t 1__ '� I A.C.T,•2 Acoustical Calling Tile type 2 .• . ...... A L01- GP. -- Carpet t1 At�DnDv�•.... 41, I (Q � f_1 f -._ 109 _ _- I (� r® G.T. -- Csr ea,Ic t11e b O woNc ss spr.9d Irt: ... ...... ... .. .. .( W _, (J/ ' `� i 'I"ti1 I Chock Uklting Station Cie. - Pept rR Hoard �htmrto; � 0 Jan. -- I r -by Owner Align... I Att&r2h. 3 1 r-n I _ ' nJ V �Fleo't Vln�i `fl water - /.C.T - vinyl Composition Tile-- - - - - - vin I Base -�heatar Geake and Chairs '- - vB. 4' y By Owner Im1 i VP - ✓enamr Plaster �- 7 Ln Panel C(� Ni ht s L11 cv I � tibula Depo_ s0 Itorr ArF'ttOVEO P�.AP!��A11 Qc MA fpr nt _ W Star, L- -.--i_--; 0, DOOR SC ) Y ut F- Yr- EDULE G z —_ _ ------ " Night Deposit __ i� nnQ r �-_ - - Door _ --- - Frame ![) / Size `ht-- - -- ardwar umb. Width ht Th. Type Material Finish Meterlrl Finish H J J T oup Ratlrg Remarks NOTE ( > •3' - �'-®• ALL C'IMENSIGNS 70 CENTER LINE OF STUD - �— r -3' Gp ly' Thldc Birch ---- --- ----. ..----------------------- - - - -_- - UNLESS OTHERWISE NOTED. � � 3' �' I-��' veneer Plywood Edge 0 E w; "m 3' �' I-j�' FLUSH SC---- PAINT' - 111D�- -- - �.' Hardwood Edge • Expo+sd -- telephone t�rminel Bc+ard _ PAINT Ed e• on 5' D' Loonr�giy :' r2' AFF! 4 f 8' . 'i' Pik wd Moulted bD) (21 3' 7 1_3i�� Ad? 5eervyarde Mid • 4orIZOrHa!ly a 6 4FF Y a----'- --T BI-FOL SC PAINT PAINT Mer Provide Solid L � --� - Blcck'a. • back Cr StenOerde F -.^ -- _- -- N.I. PR�OVI ED BT' [UNER -•I- _- --- - -- �� IOOr �'�� 1ev 3' �' I-gyp' FLUSH SC PAINT PAINT ___-- ' �- �- // -- - -- t= 3' , 1-%- FLUSH PAINT WD - -- Vn PAINT -JLU� S� r?�CLS L 15T W,4LL T�' FE LEC3END: 3' ,' =�,' _ - l1• 3 I-3'4' FLUSH '�AINt WIC - - - — PAINT ��z 3' ,' I-s'e' FLUSH a� PAINt WD PAINT - -- — - z Door Number LGGsl!!11lI e f213' �' I-3'�' FLUSH SC^ PAINT (lip PAINT LGGsl!ll1L� - 2x4 Wd. Studs or ala t i Metal Studs + 16' O.C. FLUSH W/ 3-1'z, Sound ;,,^ lotion Batts and se Gyp. Bd. SC PAINT WD PAINT „Q Elevation Key 0. - Each side _ - T --- - SC ,. - ___._ 12' Concrete Vault Wall(N.I.CJ Provide 1e s ' Gyp d -'- - Over I � �' Mtl Furring Strip I16� O.C.O .C. + 'vault Exterior A Section Mgrk Brick ✓l•nI+!_r 1 Uld Stud Wall (N.LC.) w/ R-!9 Batt Insuf --R _N O t E 8: �- /'���-'�- •` --.,,•,,.--'"- ``""�•,..r--•• And 3/32' Vena*r Plaster • Vault Interior DOO -- ---_--- ADS -- I l.:ccr number(,m)to have the sign ' THIS DOOR IMUST REMAIN UNLOCKED DURING BUSINESS HOURS' placed vlslbly abuve door. L^NEET Nll1`i13ER � ro mil 'vapor Barrler and Vis' Gyp. Bal. 2 All doors e.cept (""J to have lever hArdiW'jreL 1 3 In rooms or areas of two or more exits, exit elgns shall be Installed at the required exits from the room or area and where ` Brick ✓ene•sr 4 CMU UAII (N.Ir'.) w/,1-1/2' pal I Detail socyanuratp Otherwise necessary to clearly Indicate the direction --f agrees In acc 7rdenee with the 1991 Ue.0 Insuf. Between 1-'�' Z Channels • 24' O.C. w/ te' Gyp. ed ` Selection of exit sign tc be verified with architect North Dakota stroet,12744 f[ ©UP 95-0026,Blip 95-0158 I 12 of 14 ' t i If Illis police appearclearer Ih;tn Ilse IF, document, the document Is of marginal qun11;ty. CDr 3 X .._ -.,. ,.. -. .,,,:,.:_,.-.... ... _.- ,u.lEs. ,�.x,fx't�de�,1.r:@Ldryi..�c,l.:��.,..,..,�.,..�..w2..,.^�1.��..,3s.15i2rrv5.J6h..eaca.....s.,d, ,9 ::,�,,.�.kR., i-��A....,....i: ::. : .,... • ._. ,__ . .., ,.. _. ... :.:.n�kd9A�WAr x_.t..,;. ,,:�,r_.. Y IY , Mwa li�l6�oa�aifYNib+ MI'•v. -_WIIS°r.r,..,.1-�_„�Lt•,s.. ,,.-_y--_,_ _-- r.- �. _ -.� d. ...,,,a-uw,.. �. °„"s _ _ _ _ •,4daili!51�4L�u^�"mri" IRT 17H 12^ 3 P'LAM CABI E TS -3 T-3 W1 I J C WIRE PULL '�� ✓1, -- --_— — � " �'-,,�.,- __ - c JERRY IY. Imf, 'cam H.0 SINK W1R _r - _ - `_ - _ 9 r L- LIGHT �� IiNJG, OWN I LEVER OP ( :4'x36' 33' •�,i �� 0 FAUCET -J L _ •l N MIRROR COUNTER G-f P. BOA --; TP DIaPENSER 1/ 3 W T 3 ! T_3 ttD of P AM 5PLAbHNTER 9 -- TILE WAIN AT ---�` GRAB BAR 6,- �^ Tom' 0 _ �H.C. 51PMC W/ ---- - 2 T�p� r REFRIGERATOR - - t -- _.__-:_�.� L- FAUC LEVER _7' Uj 'gyp - - - - - m - E - -8• I 30 x Q , 1 - F'LUMBfNG FIXTURES: �'-3 ► �, f L7-7 r. 4' RUBBER .n a� ' -T -- jil E EQ,� , -'- I'-b'.l'-6' '-0 '-0' - BASE, TIP. ----- _� _ I AMERICAN STANDARp 'YORICVI --� VINYL _ 0'-0 LLE' 548E I VINYL _ • :143.129 I -I L_-=J I -3 BASE SEAT.•5324,019 CO ERENCE L I AMERICAN STANDARD 'DECLYN' 1' 3 I 01 LUNCW ROOM T1 PICAL TOILET •0321.026 m � � C�)--_ _ _ FAUCET: AMERICAN STANDARD !RELIANT' • 2385.448 1 b 1 51NK POLAR STAINLESS PRODUCTS i ROOM.loo •433E FAUCET: DELTA • 100 JAN SINK FLORESTONE •MSR-2424 t (ROOM: 0114 WITH: 'MR-310, MR-311, MR-3'13 ACCESSORIES 3 � �--_ , . _ GRAB BAR BOBRICK: •5-550, FIN •632 r MIIQIFOIR 50BRICK: • 5-290, FIN*632 ENLARGE[) 1"OfLET FLAN bGN-TOI C VJ Taller line Elevation � 1� � - .-✓,,fir.`- .. -.- , ` - 7.3,,4'/.3/4' LuoCL TRIM �. ___�•` �- ��' / TELEP�40NE OUTLET — ---- _- "V ---- \, UTILITY OUTLET -------- ------__._ � \ � � Draft tSP EiD. i"\ Vl /f � 3' CIA GFcCMMET'—.__— � � // \ (' -- \ �•. DOOR SLOT � 'N' `\ PULL 1� `1 5uependad r Acu^luetlGal // PL LAM i�\�/ f �PL. LAM ( COUNTER-_-ti \ � Counter and // \ Taller Lina by -- Provide Ade nate U Owner_ / \�\ ®racirx� 4'-�' or_. P � SS METAL EDGE l' \ ♦ (6 ! j -- -REMOVABLE ACCF55 PANEL �. L. MELAMINE CUBBY FOR ►•(ADR GRI VE C ease Cabinet ( \ MELAMINE01 - ELECTRICAL CHASE _--�� —___ d Section �. ._ � a LOLUER r,�Oi�NTER ; v T . SOGt. at Taller 5/8' GYP BD. Draft Stop. - /� \♦ - — Suepan Acouet Ica I Calling_ -- STANDARC 2Xri Counter and - \ O \\ Taller ner.Line by 4 /2' r �-Brick ; " jl __ Around ) 11L._r=. ' O a0 Column ! \�� -�,-_�ai - }-Gyp. Bd. Soffit 2'-4 3/4' - 'r ._ - wfr dow "eight � nr9' GYP 6G. � ' =r_.ji, ,.r��< , g I ON STDG' lUALL to Match Elevations t 6S' n J 3 5acttons> - _ -01 -Brick Beyond (� .,j N -711 00 -- PIT TO BE FILLED BY MASONRY - - INSTALLATION AFTER LOCATION OF TWO LOOPS, (,LI '� PLAN SECT I ON --- ON CENT IN UPPER WALL AND �1 li I�i� Q��t i�� ry h m 4 -BRICK VENEER M rCi V \� ON CENTER INSIDE w VAULT ,�\ 0 fi�L,4N -_._.- __� —._ � IN CEILING (� ve'. I.m• - (n 0- 07 5/8' GYP BD. a Draft atop. - \ //\\ ROUGH I i i Qa ?� \\ // \♦ �y�.'. OPENING 9 i 1 u \ /// \\ ma. / Vcn \ ' OPE IN INC FOR i / t1.1 VAULT DOOR i U / \ uj�_ // \ .. Z \ W�Ut� �0 cc cmK - LINE OF FLOOR INSIDE VAULT � - - 0. — � I' HIGHER THAN EXTERIOR E L E ✓,G T I ON FLOOR OUTSIDE OF VAULT SECTION ------ --------------- 1:1---- --------- t- - - __ _ I �► - SHEET NUM"fq FRONT ELE\i,4TION - f `y�E�T. SECION -- N I C�>~--I T a E'fi O S!T --- - - rj ✓CULT REQUIR'_EI,'1ENT5 8uiidtr~r SQction 9CH-PID I/1'• I'-0' WW-vAU North Dakota Street,12744 BUP 95-oo2r, CUP 85-0158 — — 13 of 14 If this police appears clearer th;u► Ute ' document, the document is of marginal qua5ty• IM oil' ' C D ---- . i1111I{�Cll, .4; ,' t 11 u� 1111�1'Hln� n it n11 II�IIIu u11�111 IIIIhin A I f T ,f �� --.. —..�41.•'.d-ti..;ywi., „ .._ .. . ,.._...y:.,..sti,d:, t,.... .,.,... - �rw.d'sm.,y ,i4ssi;. _ - -hmGtu �s:e;.wu ..w:;.i....i.e� -+ iu muuYems.�.e,..:...n..—�_ .,....., ..,:tlSd Q -- - s 48' O.EjUNLE3 ', TtRF;Y 11. ]W' N NOTED OTHERWISE 0 x ^ALTERN. DIRECTIONBRICK VENEER _,_r�s4" %9t Counter,i s t J> f�9fi i�ANU, L`9sGurs all hanclers to GYP. BD bulldln etructTus, trap' he srsirroZero wire* As hane - - � /�ILING wlree et exteriore2edU�twCrk arld ptl•�r nnqq �ar obstructions. hrlb out of Lateral bracing _ wall, rnaImm 8' - [ ,4 ar device. from wall. - I' AIR SPACE ��� 0 r -- - - — 2 x 4 WD 5TUD3 VsrtlG. strut • s 16' O LE;:j 12' o.c .tach wa ca able of rs%t-\ �: 4 e 4 PLYWOOD - lg200 be uplift. - 2 ° Main rurwlars s. — 48' oz support > ,{ SUSPENDED w/ ell wlre • ACOUSTICAL CLG. - -_-- ' o�c. �, �ut NO -----BATT 115ULATION t �� 4 \ 1 � I � � � -- - ---- 5/8' G1 PBOARD I ( Lateral Pravi, w � EA. SIDE + rumors Iizer b r 14' FURRING CN _ _ a ►ib• O.C. ANELS W all era et 4 �� \ 4 -Q� 4'-0' __ psrime er a. M ` �'-- ! , Y �_ - - �_-�.-_ ---- a ta' max. } Main r I I > [RECLG -- -- -- G,'7►rC. VAULTLAN c�R IQ!`? -------------__.__ I:' 0 oc. eat•1 a NISHSCHEDULE I IR CSG. HTS a unser to structure. Aruy,oringg devisee must. se , t I �' in braci within b' be testad / approved of ' ximetsr 2' from for min. 1000 capaclty . I �TY Ic__AL CORRIDOR P NETRATION tBA5ED ON CITY OF PORLTAN lat al members. /\ L IN D REQUIREMENTS? ! I i I I I!?'. I'-0' DGtr7(v-iab 3/4'. ,t 41.. _ G INCx - SUSPENDED CE I L INCAS Q .: DG"-W 3 SE,�T. �' DR11/E - TNROUCsN 1r�4Uf�.T CC'�I�� • I/1'- SCH-DW -------_"_--- 3/4' Self Edoad i"leiam,ne S�1r 4 Rcd Support I � 5+a5PENDED ACOUSTICAL ICEILING C4 - TT PLASTER FINISH ON - INSULATION _�------�� CONC. VAULT WALLS FURRDOUN ;• 5/8' GYP. BOARD 0.0 Cn o I I/4' 5/8' GT P BOARD ON 3 L.' STUDS s 24' • ° - OA Chrome Goat _ ___ �u ON STUD WALL O.G. SECURE TO FLOOR • �'d u I �( W/ POWER ACTUATED , FURRINCa GHANEL5 ANCHORS s 24' Or-, I • . s !6' O.G. .5TAGGERED. - I , `` -CONC VAULT ---- c 2' End Supports �. • - VERIFY - -- 4' RUBBER BASE Phillipe �ek, Screws LINE OF CABINET , BEYOND LI= ARPET \ W/ Chrome Shpulder� �p � � •v � Studsrs to Metal i At 1 1 . a 1 %?` r 1 , • ----- ._--- Studs � 1'-4' C.G. CLOSET SELF SOFFIT ' UJ LL/BASE f"IETAL ANCi-4O�' Yr�LI � MLK-dAIR �/ � _ I,�'. I' MLK-1 3'- I' i I!!'. . LT CORNER � v MLK-55 � 11/2'■ I'-fa' SCN-V�4U2 DETAIL-C L i/2' OR 3/4' CONDUIT FROM ELECT SUPPLY 115V, 6OCY AG PROVIDE 2' OR 3' DIA. GROUT � (UN-5WITGHED) STUB OUT TUBE TO SURFACE ACCESSIBLE - I/8' CONDUIT \)`OR POURING GROUT '—- P'LAM COUNTERTOP O II U �\\ W/ i-11' ROLL EDGES D 4 I C [ Q ---5/8' GYP. BD DRAFT lL - �t• STOP --- ,� 2 2 •-- 1 1/4' / Q _ - F I > �' --BRACING EVERY I-1/2' x WD. FRAME -V f I I I 4'-VO.0 SECURED '� ~ ' 4 4 PAINTED - LLI JUW q � � = I I TO BOTTOM OF > WOOD BRACKET s C O RAFTER w 36' O.C. SHIM AS REQ'D. .� - ---� > W Z w C` CONT. MTL STUD r ` Q� I x 4WD. CASING v `' _ .4 D I BOTH 51DE5 / • Q I I \/ J 3/4'- 5/4' EASE EDGES \`--SUSPENDED ACOUST. 2' / ' CErL1NG 0 -- 15/8' TO 3 5/8' KEY FOR GROUT -- -` MTL STUD SECURED ( f AEAD 51M. ) 1 In' TO BOTTOM CSF , t r V RAFTER C O l,4 N T E FR S E C I VAUIoT BALL -- 5/8' GYP. BD. '3 - �.4M�3 ..t>�4I j. 3/4'- I'-0' DG06-02 1'-0' -� 3'- 1'-0. TYP-JAMB Z 61 -- SUSPENDED ACOUST, O CEILING ,VAULT VENTILATOR SOFFIT AT TELLERS 2x4 Blocking O (Y 0 scH-FAN Q - J �- I'e I'_®' �- 5/8' GYP. BG. ON 2 I/2' STUDS. PTD. f'3GH-CLG i I r - _ i I —3/4' PTD WOOD TRIM 12' Deems 1 3/4' Melamine r-- AdJustabio Shelves Edge Dand w/ P'lam. Lf) C�1 IN Adjustable Ijcremsnts. � lL vc ctl m DOOR STOP------� , -P'Lam. Door Face �Ci � O t- - -- 5/8' PTD. GYP BOARD � m � ..._ C� n /r GLASS I ---_ w/ 4'Clromo Wire U 3/4' X 3/4' PTD. WOOD TRIM Pull / li4' TEMPERED GLASS � ---------- + --- I _ 3/4' X 3/4' PTD WOOD TRIM - 1/4' TEMPERED GLASS TRIMS 3/4' PTC WD ' ---Flucx. light / BASE BELOW -__4 4' 3/4 PTD. WOOD TRIM ap g -6' P'iam 15aduplaah I � __--�-. and 9tdeeplash 3 4' PTD, WD. TRIM -- J � t WOOD DOCS / - - —P'lam. Coutertop W/ ...j I self od 4 1/2' . rT � 9e --P'Lem Drawer. +++��,,.r i - Fixed Panel at Bink M UA+sro Occurs �... 3/4' PTD WOOD TRIM 6iT•,,:, Door Rice w/ 4' Gnome Wlre Pull. W�. CARPET \ Adjustable shelf 4 L? I/2' 4 1/2' 3/8' TY"P. 6 1/4' _.---Wood �+//V���----�� 8 (� D � f91ss �c+<CL INT. DOORS/WINDOUJ5 HEAD SILLS � INT. DOOR/'U,11NDO ,U SEOTIONS 12 -►4EI�TNI�-1 11 > 13E1� 3'• I'-0' MLK-WINI _ - __ . �. MLK-WIN2 EDCABINET SE:TION O 3/4'■ 1'-0' MLK-CA✓� North Jr,kote Street,12744 Blip 95-Ub?G,Blip 85.0158 14 of 14 I I If This notice appear's cleatrer th:w the docuntenl, the document is of marginal (111Aty. lit mi ii ,Nor I I