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SGN2010-00093 CITY OF TIGARD SIGN PERMIT Permit #: SGN2010 -00093 COMMUNITY DEVELOPMENT Date Issued: 05/20/2010 TIGARD 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 Parcel: 2S110DB00500 Jurisdiction: Tigard Name of Business: Sonic Business Address: 15336 SW PACIFIC HWY Applicant/Agent: Sonic, Work Description: Placement of (1) one permanent 69.89 s.f. freestanding sign Permanent: Yes Freestanding: Yes Freeway: No Temporary: Wall: No Electronic: No Billboard: No Balloon: No Banner: No A- Board: No Sign Dimensions: 32 +18.31 +19.5 s.f Total Sign Area: 69.81 Wall Area: Wall Face (Direction): Sign Height: 20 ft. Projection From Wall: in. Illumination: Indirect Materials: Plastic /Aluminum /Steel Electrical Permit Required: Yes Building Permit Required: Yes Total Permit Fee: $40.00 Conditions: This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. A permanent sign must be placed within 90 days from approval date or sign permit shall expire. A temporary sign shall expire 30 days from validity date. A balloon sign shall expire 10 days from validity date. • Approved By: A Permittee Signature: . % / ' , Ipi CITY OF TIGARD RECEIPT h ; `; 13125 SW Hall Blvd., Tigard OR 97223 .,, cc.c.,,!` 503.639.4171 TIGARD, Receipt Number: 178026 - 05/20/2010 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID SGN2010 -00093 Sign Permit 1003100-43115 $35.00 SGN2010 -00093 Sign Permit - LRP 1003100 -43117 $5.00 Total: $40.00 PAYMENT METHOD CHECK # CC AUTH. CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 71157 KPEERMAN 05/20/2010 $40.00 Payor: Vancouver Sign Company, Inc. Total Payments: $40.00 Balance Due: $0.00 Page 1 of 1 • Exhibit B C1)> • l . i *"":"" tq 1- VJ �J `v CITY OF TIGARD ',op roved _ _ [S T .:onditionall Approved __ _ For only the work as described in: �~ [ • PERMIT NO. aNao -Cx Q3 See Letter to: Follow ......_._ „_,_.._, -.__. [ I Attach [c ; Job Address: 15.33 c r c4 J >' SONIC 4x8 SF • C'. AA-- DOUBLE DELTA WALL SIGN Dnt -' 1/ ,--i 8 ! l' r-r� L A - a yl PAINT SPECS: ELECTRICAL SPECIFICATIONS r ..- -- RETURNS - BLACK UL APPROVED SIGN AREA: 1 1.83 SQ. FT. COOK NEON SIGNS, INC. t' r /�` TRIM CAP - BLACK VOLTS: 120 APPROXIMATE WEIGHT: SO LBS 5382 New Manchester H • � J �+� FACE - DK. BLUE- PMS 2728 CIRCUITS: (I) 20 -AMP FACE- HIGH IMPACT (.125) ACRYLIC: Tullahoma, TN 37388 SCREENED SECOND SURFACE Aw•rhsh 931-455-0944 RED— PMS 485 p��.�a, _ LT. BLUE- PMS 278 PANNED AND TRIPLE EMBOSSED YELLOW- PMS 109 • N. SIGN PERMIT APPLICATION Cit of Tigard Permit Center 13125 SW Hall Blvd., Tigard, OR 97223 1....i ii L Phone: 503.639.4171 Fax: 503.598.1960 T I GARD MAY 1 n 2010 GENERAL INFORMATION CITY nF TIIAFi7 Name of Development /Project 50ri1 FOR STAFF USE ONLY Site c` Address/ ' Street Address Permit No.: 74 N 2l 0 I c') - DC) C) `13 Location 1 5336 5w N WY VI Expiration Date: Suite /Bldg. # ' City /State Zip - Ti garck, o fk C(? 2. 2. 4 Receipt #: J { /� Name Approved By: K" P/C 1 �T Property Date: 67/8// Owner Mailing Address Suite Map /TL #: Zoning: (G7 City /State Zip Phone Tenant or Name Electrical Permit Required? Ig"les El No Business 5by\,; („ Building Permit Required? Ii:/ 1 o Name Rev. 7/1 /09 '' II is \curpin \ masters \land use applications \sign permit app.doc Sign v6.JLc0 u.,v e Q' Contractor Mailing Address Suite (Prior to permit zoo NB Andresan. Rd. 4 60 50 issuance, a copy of all City /State Zip Phone REQUIRED SUBMITTAL ELEMENTS licenses are X60 69b 1 117 3 (Note: applications will not be accepted required if Vat...au.ue,r WA g8G6 I without the required submittal elements) expired in the Oregon Const. Cont. Board License # Exp. Date City ofTigard's 6395 I database) ❑ Completed Application Form Proposed Z1 Permanent ❑ Freestanding ❑ Freeway ❑ 2 Copies of Site /Plot Plan, Drawn to Scale Sign ❑ Temporary ❑ Wall ❑ Electronic (3 copies, if a building permit is required) (Check all that ❑ Other ❑ Billboard ❑ Balloon size requirement: 8t /2" x 11 ", or 11" x 17" apply) �l Vg New sign? ❑ Alter to existing sign? ❑ 2 copies of elevations, drawn to scale Sign Dimensions: / ! (3 copies, if a building permit is required) 0-. size X g size requirement: 8 x 11 ", to 24" x 36" Total Sign Area (sq. ft.): (o 1. g I rfr / (0 ❑ $40.00 Fee (Permanent sign, any size) Sign D ata T ota l Wall Area (sq. ft.) $19.00 Fee (Temporary sign, any e g /d /A ❑ $ (T Po ry gn y ri� ) ''' (Complete all Direction Wall Faces (circle one): items in this NOTES: section) N S E 0 NE NW SE SW Height to top of sign (feet): ZO ' • Wall signs do not need to be drawn to scale, but Projection From Wall (inches): must include dimensions of wall face and sign Copy: S'OY1,ic, placement. • Wall signs do not require site /plot plans. Materials: Plaste r_ A lu Ix X51 G e • Freestanding signs over 6 ft. required a building Will sign have illumination? I Yes ❑ No permit. Type: ® Internal ❑ External • If work authorized under a sign permit has not been Are there any existing freestanding or wall signs at this location, completed within ninety (90) days after the issuance including wall signs that overlap a tenant space? of the permit, THE PERMIT WILL BECOME El Yes No NULL AND VOID. If "yes ", a list or diagram of all sign dimensions and square footage must also be submitted. (OVER FOR SIGNATURES) I hereby acknowledge that I have read this application, that the information given is correct, that I am the owner or authorized agent of the owner, and that plans submitted are in compliance with the City of Tigard. DATED this I J day of MOt.U5 , 20 10 Signa // ,,,,, / re of Owner /Agent � eict. 5torrn 34)0 (0/3 y 77 s Contact Person Name Phone No. ARLHE TIME' BY --a x t� /a4 � � il GAP /\ +) .n `-' T Ot'!1C GAP n FLP +1IN6 I ` ' — MOWE E D F r R 2 I i n ^_ - -__ -- u 1 2 P ARAPET ! M . AD.II - - 7-----: - I r2.0 GM i% 122' -O" t 2 . A , l 516 ~ ~OL ' � ^` � LED 516N T°YLL LED SIGN REPENT 2LI6MTIN6 i � 1 �� •i ± �� //,�. , C BY OWNER `C= = = n MEW ALL - FRESH EVERY _ r �. C-Y I,P1� 05 OVERT A2AA9 DAY' BY A2A. _ _ O R T .. PARAPET _L TA. PARA _=_ -° E -, ,_ TO. VEST. P _ -1 - - -� - - -- - _� /� �� IIS115 8 6R0 PAR... .1,, NMI _ ..j �I 516NED B ORIGINAL STAMPED Y \ RIVE-THRU ____ 'f BUILDING WALL AREA 9,664 S.F. I - ! ' - - Y ANOPY AROUND _ ■-- - GLAZING AREA 151 S.F. I' �_ / EXTEND STA FRED A HMO IS, AIA - \ STUCCO itt GL AREA PERCENTAGE 4.I 1 /.1�O r"� _ -1 �- DRITM '�N VEIT -- - REF = __ = / �� SPEGI IF ED „ v '' �_ I BUMP -Q!f -REFER ARCHITECTS PL. • BT 1 tlJT - � J b iiiiThr„..............1 _ - � ® CON TROL yI h - !_• _ ._ _ Y-11 h GARL • J IN OT - �_ �= =-J i ; r F. 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PARAPET Z Q O — — ` - -- --- -- I i I LLJ 6 z Q • 4 -0 II MillEFIENIMIIIIMII L -- - w ... 1 _1 0 o y w Erni Mr. -•••• • •••• Noimil ■ ...■ IMM c..) 6; z I , 0 BECIII.... NOV • off _ � _ � momil ============ _ �____ . _ - _ - - " _ = =r — _ __ ° _ SHEET - ---- - -' ' - - � 100, -0. A2 04 504it, ELEVATION EXPANSION BRICK VENEER POSTER DISPLAY ADA RESrROOM DWG: JOINT IN BOARD BY OWNER, 516NA0E - M. • • 07109 1/4" = 1 MASONRY CENTER ON J-BOX, REF. RE'STROOM DOORS �CA SOW 8' -0" Top Sign: 32 Sq. Ft 39 3/16" x 66 3/4" OPTEC MESSAGE • - -- -- - - CENTER SUPPLIED BY OTHERS O) M EMC: 18.31 Sq. Ft _ 1 66 3/4" Tenant Sign: 19.5 Sq. Ft. 0 0 N - -- • 6'-6" 0 co Total Square Footage: 69.81 Sq. Ft. CITY OF TIGARD Approved [x Conditionally Approved [ For only the w k as described in: PERMIT NO. A o,O See Letter to: Follow [ ...._ [ Attach SONIC FAMILY OF SIGNS Job Address: /S 33Go Sc 30 at 20' OPTEC EMC by Others COLORS: FACE: CABINET: BLACK ANODIC ENAMEL HIGH - IMPACT (.125) ACRYLIC COOK NEON SIGNS, INC. FACE: DK. BLUE— PMS 2728 SECOND SURFACE DECORATION RED— PMS 485 PANNED &TRIPLE EMBOSSED 5382 New Manchester Hwy Anreriads LT. BLUE— PMS 278 Tullahoma, TN 37388 Drive -1n. YELLOW— PMS 109 931- 455 -0944 13 LISTED Family Owned and Operated for Over 50 Years ' m .:allii!! " ' . 4.rd4.41E^i•7='.M 1 U 1 1. - . =6" GUai! 41c: : :::..:zc�it :J- Sf44a . 4.1 d . 3i: : :. - 7:1! ilbi!'AI_ - G 1 )41F:7W:4di :A MS4!.4: 411C:T_':11:7�7c'a. 2 C� STRUCTURAL TECI— INOLON' CONSULTANTS INC. T 1821 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE (858) 218 -2400 FAX (858) 218 -2424 0 2 D PROJECT: SONIC, 15336 SW HWY 99, TIGARD, OR SHEET: I OF 4 2 2 PROJ. NO.: 1159 -84 DESIGNER: VH DATE: 05 -11 -10 CLIENT: VANCOUVER SIGN GROUP r u GENERAL NOTES FOR POLES AND FOOTING: Z i 8' -0" i I. CONCRETE DESIGN AS F'c :2500 PSI., MIN. o 5' -6 SPECIAL INSPECTION NOT REQUIRED. m 2. PIPE STEEL ASTM A53 GRADE B. 1 3. ROLLED STEEL ASTM A36. i 4. GALV. BOLT STEEL ASTM A301. a 0 0 5. SIGN CABINETRY SHALL BE FABRICATED IN THE V SHOP OF AN APPROVED FABRICATOR. - 6. SOIL PASSIVE PRESSURE BASED ON 2001 OSSC X 0' . TABLE 1804.2 CLASS 4 MATERIAL OR BETTER. 2 = SPECIAL INSPECTION NOT REQUIRED. (IF SOFT ,� M 0- co OR SANDY SOIL, COLLAPSING OR UNSTABLE g el 0- 0 SOIL, ORGANIC MATERIALS OR GROUNDWATER o .. ARE ENCOUNTERED, IMMEDIATELY CONTACT THE A ENGINEER OF RECORD FOR ADDITIONAL FOUNDATION REQUIREMENTS.) $ @ 1. SITE IS NOT SUBJECTED TO WIND SPEED -UP m 0 EFFECT (Kzt _- I.0) AS DEFINED IN SECTION 6.5.1.2 1 OF ASCE 1 -05. CONTACT ENGINEER OF RECORD `P U IF SUCH EFFECTS ARE PRESENT. 6' -6" 8. PROVIDE ISOLATION OF DISSIMILAR MATERIALS r FOR ALL ALUMINUM TO BE IN CONTACT WITH :0 STEEL. g 9. PROVIDE SLOPE AWAY FROM BASE OF POLE. t 10 PROVIDE PERIODIC SPECIAL INSPECTION FOR 9 in FIELD WELDING PER IBC SECTION 1104. , i 0 _ (1 II . ALL WELDING SHALL BE PERFORMED BY ANS 8 ! L CERTIFIED WELDERS USING El0 ELECTRODES et °J y OR WIRES AND ANS APPROVED SYSTEMS AND 1 '� `� PROCEDURES. m � �� / / TYP. 3/16 cn EP I ��2 _ • — TYP. "4 GALV. M.B. i 3/16 � _ " :0 m I X ALUM. MEMBERS ISOLATION, TYP. m s 3' -0" SQ. .. ELEVATION TYPICAL SADDLE O v ® © DETAIL 1 D2 i I– t � ��p PROFFss :1 _ iQ31 /4 1/4 `� c_,N LN /c' / 0 v '�. �t / � j h x cn _ .. t1�I .n I/4 r70 i X " p ` I/8 r I -6 Z N 4/ OREGON � ` 547 —I Z �i ` , o ' R C N 09 4 PLACES 1/4 A N E J. (EVENLY DI 1 9 IV SPACED) 3,4 x 1 IEXPIRAT!ON DATE: 06130/2011 I © SPLICE DETAIL ca 2 P i Oli STRUCTURAL TECNOLOCI'' CONSULTANTS INC. Ti 1521 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE (858) 218 -2400 FAX (858) 215-2424 0 Z D W z PROJECT: SONIC, 15336 51 99, TIGARD, OR SHEET: 2 OF 4 PROJ. NO.: II5S -84 DESIGNER: VH DATE: 05 -1I -10 6 CLIENT: VANCOUVER SIGN GROUP tn tn u r t DESIGN CODE- IBC 2006 / OSSC 2007 0 units; pounds, feet u.n.o. m WIND (wind governs design) ` v218 Basic Wind Speed: 95 0 i Exposure C IP w Design Wind Pressures (psf) Heights; 15 25.54 g 20 27.04 z Area Force Arm Moment g m 5.8 149 4.4 652 0 19.5 498 10.2 5095 m 0.3 9 12.0 102 A 15.4 394 13.6 5358 2.8 75 15.3 1147 m 0.3 9 15.8 143 i i 32.0 865 18.0 15576 i W 76.2 1999 28073 1 Footing Design i g IBC Table 1804.2 6 Sec. 1804.3.1 PI Footing Type: square o $ Soil Pressure(150x2): 300 b= 4.24 g S1 =5xd /3 51= 619 N i A= 2.34 x P / (51 x b) A= 1.78 it d =0.5xA (1+ (1 +4.36x h /A) ".5)= 6.19 m • i Footing size: 3' -0" x3' -0" x6' -3" Depth o Column Design 0 Pipe Steel - ASTM A53 Grade B j VD Moment at base ( # -ft): 28,073 i ul Required 5 (in 16.0 m r 5 = Moment x 12 / (1"21000) m H M S req'd. Size (in) Ibs / ft t (in) 5 m g 0.0 28,073 16.0 10.0 40.5 0.365 28.1 , USE ALT. 2 8.7 11,273 6.4 6.0 19.0 0.280 8.0 ID • ALT. m Check Flexure in 8" Pipe, t= 0.322" per AISC 13th Edition m 1) YLS: Mn = FyZ (F8-1) Mn = 35,000 psi (20.8 in. "3) = 728,000 lb in / 12 = 60,667 lb ft. A Mn /Db = 66,667 / 1.67 = 36,328 lb ft > 28,073 lb ft OK D i I 0 2) LB: Check if Section is Compac 70 w D /t= 8.63/0.300 =28.77 m w Ap = 0.07E / Fy = 0.07 (29000ksi) /35ksi =58 m D / t < Ap -. SECTION IS COMPACT, LIMIT STATE OF LOCAL BUCKLING DOES NOT APPLY tk o a P 52 00 STRUCTURAL TEC- INOLOGY CONSULTANTS INC. 7821 CONVOY COURT, SUITE 406 SAN DIEGO, CA S2III PHONE (858) 2 IS -2400 FAx 1858) 218 -2424 0 V D -I W PROJECT: SONIC, 15336 SW HWY SS, TIGARD, OR SHEET: 3 OF 4 9 o PROJ. NO.: II59 -84 DESIGNER: VI-1 DATE: 05 -II -10 1D r • CLIENT: VANCOUVER SIGN GROUP a r r u i ASCE 7 -05 Wind Loads 0 6.5.14 F =qh" 6'Cf'As m fi 6.5.10 qh = 0.00256*Kh" Kzt *Kd*V "2" I C Kzt= 1.0 (unless unusual landscape) I= 1 for structural category II m I Kh= table 6 -3 Exposure C m Kd= 0.85 for signs I= 500 (constant for Lz. Table 6.2) V= 95 mph e= 0.2 9 6.5.8 6 =0.925 ((1 +1.7" gq"Iz"Q)/(1 +1.7" gv*Iz)) or 0.85 c= 0.2 m gi) 0 iz= c"(33/z)"(1/6) Z z max(0.6*h, zmin) a) -( - min= 15 0 I gv= 3.4 m gq= 3.4 r Q =sgrt( 1.0 / (1 +0.63'(8 +h) /Lz) "0.63 ) t Lz= l (z /33)"e m I sign w elem. # h Kh qh 6 s /h B/s C p ressure F 0 1 1 8.73 0.85 16.69 0.85 0.05 1.00 1.80 25.54 149 P 2 11.73 0.85 16.69 0.85 0.05 1.00 1.80 25.54 498 A D 3 12.23 0.85 16.69 0.85 0.05 1.00 1.80 25.54 9 p $ 4 15 0.85 16.69 0.85 0.05 1.00 1.80 25.54 394 6 5 15.5 0.9 17.67 0.85 0.05 1.00 1.80 27.04 75 2 8 i 6 - 16 0.9 17.67 0.85 0.05 1.00 1.80 27.04 9 0 i a 7 20 0.9 17.67 0.85 0.05 1.00 1.80 27.04 865 K sum: 1999 Et 3 n 1 T a x 9 . W I w m m X m 3 1 d O to U Z LL in u i m U A o 1 z r m S T4 i V Q Si Z of o ij 4 Sle STRUCTURAL TECHNOLOGY CONSULTANTS 7827 Convoy Court, Suite 406, San Diego, CA 92111 • Tel. (858) 278 -2400 Fax. (858) 278 -2424 PROJECT : Sonic, 15336 SW Hwy 99, Tigard, OR SHEET 4 OF 4 PROJ. NO.: 1159 -84 DESIGNER : VH DATE : 5/11/2010 PIPE SPLICE M = 11273 lb-ft Dl = 8.625 in tl = 0.322 in F = 70 ksi P = 704 lb D2 = 6.625 in t2 = 0.28 in Gap = 1.375 in HI = 12.9375 in Cap PL Welding H2 = 11.5625 in Neglect effect of upper ring Cl = M(12 "'.) /Hl = 11273(12)/12.9375 10456 lb D2 L = a (D1) = n(8.625) = 27.1 in y P Y I = 1/4 m l 5 tl ok•: 1 1 Lreq'd = CI /1000 = 10.456 [ (0.3)(F (0.212) (70) (0.25 ) CAP l = 2.8 in ok Q (tp) GUIDE RING Q Cap PL Bending \ :.s..____--iii _ i %i Cl Assume cap plate will carry all axial load G2 Take 3.3125 in (D2/2) strip I t = 3/8 in I = ? ii Fy = 36 ksi t S = (D2/2) (t - /6 = 3.3125 ( 0.375 )' / 6 N i i f C3 = 0.0776 in3 'N' PLACES (DI -D2)/2 = 1 in (EVENLY Am I KICK RING M = (P) [(DI -D2)/2] / 2 SPACED) 1,.i x L = 704 (1 ) / 2 = 352 lb-in DI lb = M / S = 352 / ( 0.0776 ) 4536 psi Fb = 0.75 ( 36000) = 27000 psi ok Check Ring Slot Welding Ring Compression Neglect effect of cap plate I t, = (W, + 1/4 ") = 1 in I C3 = C2 C2 = M ( 12' 112 Neglect effect of cap plate = 11273 ( 12) / 1 1.5625 = 11700 lb Take quarter of inner ring fa C2 = 11700 W, min= tI +5/16 = 0.635 in t,(nxD2 /4) 1(nx6.625/4) W, = 3/4 in >ok = 2249 psi L, = 2 x W, = 130 in I Fa = 0.6 ( 36000) = 21600 psi ok '-''`;1r N = 4 I F = C2 / N = 11700 / 4 = 2925 lb fw = F /(L,"W = 2925 / (1.5 x 0.75) = 2600 psi Fw = (0.6F /fl = (0.6x70)/2.0 21 ksi = 21000 psi ok W, max = W , min + 1/8 = 0.760 in Greater 2 -1/4 x tl = 0.725 in W, max = 0.760 in o;i >,.. . Ls max = 10 x t l = 3.22 in 4 . . UC SCAM 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 SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL AND PRACTICAL INSTALLATION. 5. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMIBIN6 DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES AND CIRCUITING. ORIGINAL STAMPED I 4. LOCATIONS OF PYLON / MONUMENT SI.N5 AND ENTER / EXIT SIGNED BY SISN5 ARE NOT EXACT. THE CONTRACTOR SHALL VERIFY FRED A. HARRIS, AIA EXACT LOCATIONS WITH OWNER / CONSTRUCTION MANAGER. CARLSON VEIT ARCHITECTS P.G. 5. ALL LANDSCAPE AREAS SHALL BE ROUGH 6RADED TO 6" BELOW TOP OF ALL WALKS AND CURBS. TOP SOIL. TO BE ADDED TO THE LEVEL OF THE WALKS OR CURBS. 6. ALL DOWNSPOUTS SHALL BE 4"O SCHEDULE 40 PVC PAINTED TO MATCH COLUMNS AND SHALL BE CONNECTED W TO BELOW GRADE STORMWATER PIPING - REP: CIVIL Z II DRAWINGS. I / -- _ - —— —- . -- — — - wfil L , � ' SITE PLAN KEYNOTES W fill , - �— - ---- - ; :_-_-••-....- : _. ITEM NOTE Q , A d i 8 / J. T. , J T / \ Q TRAFFIC FLOW ARROW (TYPICAL). REF. W5 .25 .7 1 S ( \ / ' ✓ - / ' \ ✓ 4' PAINTED STRIPES (TYPICAL), REF: SPECIFICATIONS, ,�CLL//mil// �® , ' A '' -. \ d 4.� / ,, ` , © SECTION 02580, SHEET 5P1 o - v ‹ \vV f..Aty . ,'\ \v A, v '. /, �.� ( 7 L4J ' ' \ l' / \ ' /, A A A > X i -. ® CURB RAMP (TYPICAL), REF: 504 i v, ,. '✓ ti Y,, „J � � M . / y ,/ / I a / Q4 TRASH ENCLOSURE. REF: SD9AI ' > . h , V/v /j, • I N e & ,, / ; ' .' / - ,v,.V v . A A .. I/. . ,, v / J. > , , \ i • , i . � �� Y RAILING. REF: SG/2.24 � 2 � , \ Y \ ��., � n /t A _� f /• / .�./ . �� Y , % \, A 4 ® BOLLARD. REF: REF, P2 y m ; '� / � / �f� K e v) A v A ,A A /., I. / / 0 GREASE TRAP. REF P2O2 C] o • 5.611 �© t J ' ' , v S ,/ , -- -- -. __ _ - � / \/ \: , �`` ® SANITARY SEWER LINE. REF. PLUMBING DRAWINGS ¢ o //, > > > e w. n ,> ® uNDERGRaR+D GAS LINE, REF. PLUMBING PgAWINGS �j `U a . /, (' fi n-- y. - VYTR ` ' Sw �� ' �s: _-- c --_ I: —_ \ - __ , r �,: \\' - ./' ^ 'V :i • UNDERGROUND WATER LINE IM METER, REP. PLUM. DIGS. i 1 r I* a = ..3 5 #' S• '� J �/ — \ wr �� WTR ' II UNDERGROUND ELECTRIC LINE O rTl 0 ' = E • • UNDERGROUND TELEPHONE LINE. REF. ELEC. DWGS. (i) ^ § i z 4•D \ \ — 15 • - Is A r I ® IRRIGATION SYSTEM PIPING - SEE LANDSCAPE DW65. 6 • fr 0 �nu � r OR DER BOARD AND DETECTOR LOOP, R EF: SD 2.0,, 1- a i /(1 ® 4 ® SDZ�I. AND SHEET 505 = w e W a [Z �j . t / O� I I n ® MENU /CANOPY POST (TYPICAL), REF GAI39 U U ilt 8 n I ' � r - - - - - U E ,S-o t'- -UP STACKING ® T / ® BIKE RACK. REF: 505.02 T .. - �' A7 s _ - MARY S7dC 5-- - I b �.. .. 1 - � :�■.■ _0 \ 1, _I ry % ® CONCRTE PAVING. REF, SDA ® S THICK, CONETE PAVING IN THIS AEA 4I G le[ <:� o71e�0 ' trn SONIC 1I \ \ ® I 4 ° I �I�I� \ \ IID !f//iRfII ! ow,. _ ® SD5 F AUTO P TIO IMION O � . '0 �Z� S e � ■ ; C ;�1II i �� � � -0 ' ��.�E 11' �,��.� , .TT ® F_ h Dairiri / MMMIS ?+-� ��.----... �`/ :Z--• yJ ® TACTILE WARNiN6 SURFACE ON PAVEMENT. 8 < N E. {� ' , 14 � ® GO CU GUTTER REF DETAILS ON CIVIL SHEETS W U 4 � ® J VA . / b• r — � © ® REF. SHEET 505 FOR PATIO LAYOUT. FURNISNIN65. AND O FIN15H _A �� . _ - _._ ( __ '�i ` , MONUMENT 51. OY 1 Viii ' :(.. i - �� O ` (7 �' ® 9/4” YARD HYDRA OFF IRRIGATION LINE, SUPPLIED J y (� O p A AND INSTALL BY PLUMBING CONTRACTOR. a y X eg O I 99' -B' T 2 A © '' ice� I Y, . ,s. ir -_,....—„--_-_,--_____. w pg i II c) # Ilar._:.---:_----..... -, m - '' — ucrcr - u ucT �© 4 -- N O '' SIGN SCHEDULE � /, � , -P' /. T� ry ' -- •• �__ �∎.� _ © . . , ITEM OTT. REFERENCE SIGN TYPE O __ -- POLE SIGN ; R &„„.,,,,,,,..- ip i. • - 1� - - _- _ 7 S122.25 ENTER SIGN - v - ' _- - - I Q G 4 5D729 EXIT SIGN NI - - 5 SD2.19 HANDICAPPED PARKING SION Z r' I 502.11 'STOP" I "DO NOT EWER' SIONA6E I Z LES SCHWAS NT 502.12 VEHICLE GROSSING SIGN \ $ ,z( ..„ w / `l Ir I LEGEND: V W I I - - -- PROPERTY LINE D o a 0 Lu / - - EASEMENT / BUFFERS 1 I- BUILDING SETBACK LINE } X (1, REfOI TO ./ INI OTECMGAL REPORT AND LIME ORAwN69 a SITE PLAN NOTE O IYI FOR AL 17E6 NC OF PAVEMENT. JOINTS (EXPANSION Z CONTROL, ONSTRUCTIOW 6 , RADIN6 APO UTILITY ® CUSTOMER PARKING STALL V") - yl) INFORMATION AND REOI IRED ye-6RADE PREPARATION O IF OF6E! ELECTS NOT TO RETAIN SERVICES OF A LIVIL SIGN (SEE SCHEDULE) ETON= AND OBTAIN A OEOTEC NICAL (SOILS) REPORT, OOTAIN A OL•OtEIANLAL SOILS) REPORT, D RESPA16ISI LILIT' FOR CHOICE OF PAY** DE516N UGE UNDERGROUND ELECTRIC LINE m II INCLIDRU IM:I.ORADE PREPARATION( CONCRETE PAVER THKIGl ANICN . 101ST P � UGT — UNDERGROUND TELEPHONE LINE SHEET PRA Mh6E. A1•0 ITY DEVON A ALL SITE RELATED — UGG — UNDERGROUND GAS LINE g �O� NOTE: — WTR — WATER LINE cotentuanom S ITE PLAN CURBING ADJACENT TO BUILDING AND ANY VOLCANO — SW — SANITARY SEWER LINE STALLS SMALL BE 4' TALL AND ALL OTTERS SHALL DWG. I' : 20' -0" BE 6'. VERIFY LOCAL ORDINANCES PRIOR TO 08908 I NSTALLATION. 2�MNn WUUW