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Plans f ! I. RECE! T -0• MAY 2 0 2010 CITY OF TIGARD BU ILD I NG DiVIS10N AL f \ 4111P (;61_ ( -,:o ,,,, __ o Amer Drive• /n bIack io coffee bar A ��.« ( 1 �."y.� ^-lam ,�� •. �l :W.S �. k ±---r4,4; sM4 4 �k" 6d'� _. W " "' �_ CITY4)F TIGARD " �,,- 'A j�l 9S ' '� !i# � > . y a e4 r Y` k' Approved ....N..M..i.. } Conditionally Approved [ ) See Letter to: Follow [ I .. Attached «........... Permit Number: �� Add - '-_' Wag. By: i � Date: r 7 ill OFFICE COPY Note: Masonry Base to by Provided by Others JOB: SPECIFICATIONS Sonic # 6206 Intemat y- 1Durninated, UL approved COOK Tu NEON SIGNS, lNC, NEON SIGNS, INC. COOK Custom Monument Sign Faces: High-Impact (.125) Acry c, 5382 New Manchester Hwy Tigard, OR Second - Surface Decoration llahoma, TN 37388 93155-0944 DATE nt One: 2 Sq. F . 2/912010 Tenant Tena Two: 14 Sq. F t t Fain* Owned f" SOYears Toil S Footag: 35 A `• T -0■ SECTION MODULUS / PERIMETER BENDING FORCE CALCULATION RESULTS ill SUMMARY Date of calculation: Thursday, May 13, 2010 L • L Sign Area: 56.000 sq ft Number of Support Columns: 1 Wind Pressure: 30.000 lbs/sq ft Centroid Height: 4.000 ft ■ T_, 1 Steel type: new - � r � j Sign Perimeter: 30.000 ft Section Modulus: 2.688 per column 4 I Perimeter Bending Force: 86.000 lbs /ft in A Schedule 40 pipe (in inches,ROUND): 4.000 each column OR 4.000 inch Steel SQUARE Tube:(0.250 inch wall),each column , 0 CIRCULAR/SQUARE/RECTANGULAR FOUNDATION CALCULATION RESULTS c i T: : 2 SUMMARY C? i Date of calculation: Thursday, 13, 2010 ell Bo Centroid Height: 4.000 ft T _ .. Sign Area: 56.000 sq ft ..,-. M,- ,,. „_-, v --- -; _ r, a Number of Support Columns: 1 -0 Steel type: new .r, :.., . '="' ` - `.r ate. ° ^.r a � ? i� + +- te � - , - °. - . Wind Pressure: 25.000 lbs/ sq ft 41,'...1 .1 - .. 3fi : - - 1: -e;. r.p 3 - 3 Oni ' ..1:',.7„;.-...- ;, A �iw: Section Modulus: 2.240 per column t c�" , , ",- g 1 a« 4. - ' 4 - " Schedule 40 pipe (in inches,ROUND): 3.500 each column - - -, .a - t _ OR 3.500 inch Steel SQUARE Tube:(0.187 inch wall),each column � "' � ,� 4 .` Caisson type: Square C G -Gde� 1r) �� - Y ,, �,�„ Ba Diameter/Width: r/Width: 3.000 ft ! � � to �_ F_- Vert. Bearing Soil Pressure: 1500 b" , , J.', 1;y�' `�o 0 6 0 o c ,` sY J d Lateral Bearing Soil Pressure: 150 v d v v e Est. Sign Weight: 392.000 lbs n o v ` a Jc " Est. Column Weight: 86.320 lbs /each v a +, 4 ° G : . ' : ti Schedu.lt 40 Footing Depth: 4.000 ft per column r , " u 0 i p c . ' V ' K 7.464. ,r�'hee, a Valid Footing Width: 3.000 ft per column li @ ' J a Concrete Yards: 1.325 yards total u 'O rs r u � c �. � � �, '` 9 cur ■ t j Co�cre +' .. Note: Masonry Base to by Provided by Others ` y 1 o .ay \ , 1l Wi V J at 0 c> J J Sonic #6206 L I' 3 _ o ,, COOK NEON SIGNS, INC. ol C O o K - 5382 New Manchester TN 373 Hwy NEON SIGNS, INC: 931-455-0944 1267k (ft)0+1 5 n 3 ",�;dE x 3 ions x y Deed f' Owned and Operand far Over SOYears oOG106 � GENERAL NOTES: I. ALL DIMENSIONS AT CURBS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY, EXACT LOCATIONS INE ATIONS SHALL BE DETERMINED TO ALLOW FOR o THE MOST ECONOMICAL AND PRACTICAL INSTALLATION. 5. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY © GOMPAPNES CONCRETE TO DETERMI PAVINb, NE REF EXACT SD5A9 POINT OF SERVICE CONNECTION AT EXISTINS UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMiBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS. SIZES AND CIRCUITING. ORIGINAL STAMPED a 4. LOCATIONS OF PYLON / MONUMENT SIGNS AND ENTER / EXIT SIbNED BY 516196 ARE NOT EXACT. THE CONTRACTOR SHALL VERIFY FRED A. HARRIS, AIA NS EXACT LOCATIO WITH OWNER / CONSTRUCTION MANAGER. CARL` N VEIT ARCHITECTS P.G. 5. ALL LANSRAM: CAPE AREAS SHALL BE ROUGH SRA TO 6" BELOW TOP OF ALL WALKS AND CURBS. TOP SOIL TO BE ADDED TO THE LEVEL OF THE WALKS OR CURES. 6. ALL DOW35POUTS SHALL BE 4"O SCHEDULE 40 PVC PAINTED TO MATCH COLUMNS AND SHALL BE CONNECTED (/) TO BELOW bRADE STORMWATER PIPING - REF: CIVIL Z Y d DRAWIN SS. !n C w ale cc ; ; a E E e 0 y In . I g SITE PLAN KEYNOTES R / ITEM NOTE Q 4 _4 R o b L — 0 TRAFFIC FLOW ARROW (TYPICAL), REF: SD5 -23 .! I e E r I pµ / ® � I 4° PAINTED STRIPES (TYPICAL), REF, SPECIFICATIONS, a , .. . I \ I I _' © SECTION 02580, SHEET SPI Z - / I p 1 ,' ® CURB RAMP (TYPICAL), REF: 504 l ' : , / 'PHA SE 9 I / o � � 1 - 1 .� I 4 TRASH ENGL05URE, REF: SD3.01 / . ® RAILING, REF: 5172.24 ARM. 2.24 m o I I �, / I L, y BOLLARD, REF: 502.20 . - p @ % � " , � II • Q GREASE TRAP, REF: P2.02 N w �^ Q r 3 )' - N I SANITARY SEWER LINE, REF. PLUMBING DRAWNGS - - -- - -- O Q9 UNDERGROUND 6A5 LINE. REF. PLUMBING pRAWIN65 4 _j L __ L g W . y �# - - - ® W UNDRGOUND WTER LI E M TER, REF. PLUM. DW5. wT - _ _ W TR IYfR 0 1+1 s / �. �' ® ' � - .� ® UNDERGROUND UNDERGROU TELEPHONE ELEGTRIG LINE. LINE REF. ELEG. DW65_ U s o Q w \\ •. \Or - _ - \ \ \ �., 12 -b' I ® IRRIGATION SYSTEM PIPINb -SEE LANDSCAPE DINES. �] W N' °n ff. , e y 8 .(� ) ) nl l I 3 5D2AND SHEE 9 DS DETECTOR LOOP. REF: SD2Al, = W m I ® n j m - I ® MEN) / CANOPY POST (TYPICAL). REF: CAIi55 V a V N F. 2 Y v I a< BIKE RACK REF: 50502 t I ( — 2(YS' -O' P$IMARY °'TAGIS 95' -O' = -UP STACKING "`//1y77 '• O ,, I ' , 1 u r — =" I - t 8" THICK, CONCRETE PAVING IN THIS AREA = i m �¢�le 1CCI ■��N�I�N�■ O � B 6 y o I ( onu �� 5 ��`�L o Gc,, ® I / O e / IO O r\ - 1> t . 0.G "CARHOP CROSSING' SIbNAGE, REF: 502.1? IF USED Z I O yk{ Q O _ _ u O • fn- 11 1� �, • k 1 'PICK UP ORDER HERE• 516NASE, REF: SD F B 2.19 IF USED , al t 2 , b• r o Yri ® 5 REF. SHEET 505 FOR AUTO PATIO INFORMATION h ? BI 7 �jf� 14 11 12' -'O' / VW // 6 4 n 1 �,j, ➢ ,T " /��ui��l� � a � n 1, / LV 3. r. 19' -25NR 0 ' j$ © NEW POLE MOUNTED LI&HT, REF. ELEC. DINES. a m y ry 4'4 > q � i / [' s f 0 n 68'-O' I 4 n R I • ► . \ JOG CIV IL W O 1 w ,. J g ill o ig . ' ` O _ - _ .�1W� •• -- _ _ y �V `� _ TACTILE WAIRNING SURFACE ON PAVEMENT. U x N < N $ O �i /� 1 LM MWA IRip .. GI _t imomi■oinm ' -���IlV �i7i�p;�IS „. CONIC CURB a GUTTER REF: DETAILS ON CIVIL SHEETS U as 0 ” r � Z� © ° F� �\ `` ® P F GONC WALKS REF: VIL DRAN65 < " m � _ _ _ _ — - _ _ - _ 0 _ _ � p REF, SHEET 505 FOR AT L URNISHIN65, AND 6 O ¢ B0 . 9:� � / / iZ v i © CO FINISH ro � � , _ -. © MON4/MENT Si,- 3/4' YARD HYDRANT OFF IRRIbAtION LINE, ° LIED r / ry - ._.._ V. __ - - - _ �� ® C AND INSTALLED BY PLUMBING ONTRACTOR. R: W!X n 1 9j :A -� - ® Q G• !��� ! • P S I G N SCHEDULE Y m ✓ �% /fir. — - _ — G ' 7 UGT GT — U UGT ��© O G ITEM OTY. REFERENCE S IbN TYPE _-_ _ F T__ - 1 // _ , _ �� O - © ,1 I -- POLE SISA o O �� . n SIGN �' _ - 2 502.25 ENTER SIGN .', � _ -- _ - _ • NOT ENTER. I I Q G 2 52223 EXIT SIGN Z 1.,_ 5 5 5D2J9 HANDICAPPED PARKING SIGN — -- S ®/ I 502.11 'STOP" a "DO NOT ENTER" SIANA&E �\..I X Z Z LES SCHWAB / F I 502.12 'VEHICLE CROSSINA' SIGN / 9 2 Q SE Li 1 LEGEND: CC °C it PROPERTY LINE C) o a Q W — EASEMENT / BUFFERS 111 Q BUILDING SETBACK LINE d w (� V 4 NOTE: H' 11) REFER TO 6EOTEGNINGAL REPORT AND CIVIL DRAWN 'S O 517E PLAN NOTE O U N FOR NJ- DE516N OF PAVEMENT. JOINTS (EXPANSION. Z CONTROL, AND CONSTRUCTION), 6RADINE. MID UTILITY ® CUSTOMER PARKINS STALL I I FORMATION AND RECLINED 5U0 -SRADE PREPARATION. J IF OFaER ELECTS NOT TO RETAIN SERVICES OF A CIVIL e SIGN (SEE SCHEDULE) ENGINEER AID OBTAIN A 6EOTECIINICAL (SOILS) REPORT. RESPONSIBILITY Y RWER SHALL ASSUME IN/U- I F — UGE UNDERGROUND ELECTRIC LIRE 0) uD FOR CG DESIGN IN GLIO 3-6RADE ID PREP R ION, CONTROL, PAVING SHEET TNIGKNE5ES INE. LE 5. REINFORCINE. G. NO MO CONTROL. C0N6TRUGTKMi, — UCT UNDER•ROUND TELEPHONE LINE AND ENPANUION JOINT PLACEMENT, MADIN6, SITE O UGE UNDERGROUND R A45 LINE LINE 08908 COINAGE, UTILITY DESIGN NO ALL SITE RELATED SD CONSTRUCTION r NOTE: — $WTR 11R — WATE SANITARY R LINE SEWE SITE PLAN y GURBINS ADJACENT TO B AN UILDING O ANY BUILDING STALLS SHALL BE 4 TALL AND ALL OTHERS SHALL DWG: BE 6'. VERIFY LOCAL ORDINANCES PRIOR TO INSTALLATION. SCOThg