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Plans (91) CITY OF TIGARD s REYI D FOR CODE COMPLIANCE OTC�ve� j . 0 OFFICE COPY ` " J Permit#: L3(1121'7 nza . l. Address: 6qg �. 7 ec�c� S�., �I� Suite#: St Date: L .47 SITE PLAN GENERAL NOTES PF' �`i^-,. k' .',r^., z .,...u.� ". „m.,om.s.mam.ee.urt _ lY E.._— "` f -1 ,_._ �� ,,,,,.„,,,„,„,„,„.„,,„,,,„„•,,,,,,,,,„„,„„„„.„„,.,,,,.,�nve. �f 'cq { { { { j { � ��S �� �otiof�� r \ ! L)[Ti 'aJP /::/ PERMIT SET , a I IXISIING: -. '' I ./ $oT,,..PIAN LEGEND I—"� I S BUILDING ; —�'—� !: ' ,__ - j' .� ..,- �,�...a, -- a.__=�._ t-_ 8 EXISTING f Y f f ...WORM s BUILDING / H.• A� A P --- ..„-2,-4� • Lea t 4.3---,-. - .. ,, `� KEYNOTE LEGEND }} SITE PIAN canam. 1 3' i "- lY l pi 0 1 EXISTING 4...----, ue — 0Q�TYPICAL CEDAR GATE DETAIL - lI BUILDING A r -RI -� 1, - j --r,„72-- �i m ter' �=� 6- • % — i , 1 � t _ — {— I - ._�.,�a,,,,,, ,1I r -- zr—z zz,,,,"V --1\;--- --Y I VI ( �� .i _ ___1 f ,} ,,,t * , I g(''�` � ' S vw,+ '°n,. - SRE PIAN _T `i—h ' � 11 --I „".we,....re OAwCESS�BLEPARKING 51 ,ra SIGNAGE EMARGEDPI SITE AN .o0 - O 4O CALCEDAR FENCE DETAIL 3 ACCESSIBLE PARKING (BLDG.A) z 1 j — — O _ NORTH BUILDINGI I� V F .__ k Approved ba t�ir� Date: 4Pl�. ----a• MSC Engineers, Inc. Job# 170246-i3 Date: 6/15/2017 Sheet# r f r� /� Project: Madrona Recovery Designer: CTC Client: CBITwo Geometric Data: B= 1 ft horizontal dimension of sign or wall h= 8 ft height of sign or wall s= 8 ft vertical dimension of sign or wall E= 1.00 ratio of solid area to gross area L,= 0 ft horizontal dimension of return corner(if any) As= 8 ft` gross area of sign or wall ,r MSC Engineers,Inc, r; I Project Title: 3470 Pipebend PI NE,Suite 120 Engineer: i Salem,OR 97301 Project Project I Descr: otect ID: PH:503-399-1399 i , R'tY !tf+,t + I www•mscengineersinc.com camc.P mscen•'neersinc.com Printed Wood Column Fde=H: 75 z:6. sa7a�s Dohs 20171t 702 'gravely design Description: Fence Posts ENERCALC,INC.1983-2017,Build:6.17.22k M r:6.17.2.28 Lic.#. KW-08005723 Licensee:MSC Engineers Inc. Code References Calculations per NOS 2015, IBC 2015, CBC 2016,ASCE 7-10 --------------------- Load Combinations Used:ASCE 7-10 ^" General Information Analysis Method: Allowable Stress Design End Fixities Top Free, Bottom Fixed Wood Section Name 6x6 Overall Column Height Wood Gembe/Manuf. Graded Lumber i'Used for-?e?-stewler calculdtons) 8.0 ft Wood Mr Type Sawn Wood Species Hem Fir Exact Widal 1.0 Wood Grade No.1 Exact Depth 5.50 in Allow Stress Modification Fb-Tension5.50 in C#or Cv for Bending Factors Fb Compr 975 psi Fv 140 psi Area 30.250 in^2 Cf or Cv for Compression 1.0 Fc-Pill Psi Ft 650 psi Ix 76.255 inA4 Cf or Cv for Tension Fc-Perp 405 psi Density 26.83 pcf ly 76.255 inA4 Cm:wet Use Factor 1.0 E Modulus: of Elasticity Cl: 1.0 Y... x-x BendingTemperature Factor 1.0 y y Bending Axial Cfu:Flat Use Factor Basic 1300 1300 1.0 Minimum 1300 ksi Kf_Built-up Repetitive 470 470 1.0 ':_ f Brace condition for deflection(buckling)along columns Pe6tive? No X-X(width)axis: Unbraced Length for X-X Axis buckling=8.0 fL K=2.1 Applied Loads (depth)axis: Untraced Length for X-X Axis buckling=8.0 ft,K=2.1 Column self weight included:45.089 its*Dead Load Factor Service loads entered. Load Factors will be applied for calculations. BENDING LOADS.. . Lat.Uniform Load creating Mx-x, W=0.1550 k/ft DESIGN SUMMARY Bending&Shear Check Results -- PASS Max.Axiai+Bendiding Stress Ratio = - - Load Corr inai0.8299:1 Maximum SERVICE Lateral Load Reactions.. +D+0.60W+Fi Location g Nr�. e Comp+Mxx, NDS Eq. 3.9-3 Top along long X_X 0.0 k Bottom along x-xY 1.0 0 k At maximum 0.0 ft 0.0 k Bottom along X-X location values are... Maximum SERVICE Load Lateral0.0 k Applied Axial Along Y Y Deflections... Applied Mx 0.04509 k 0.5784 in at 8.0 ft above base Applied My -2.976 k-ft for load combination +D+0,420W+H Fc:Allowable 0.0 k-ft Along X-X 0.0 in at 273.752 psi for load combination:n/a 0.0 ft above base Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= ,t Load Combination 0.1098:1 Location of max.above base +D+O'60W+H B n Co_rnQresK,, Tension Allied Design Shear 0.0 ft Allows*Shear 36.893 psi Load Combination Results 224.0 psi Load Combination Maximum Axial+Bondi Stre C D C Ratios Maximum Shear Ratios +D+Ff P Stress Ratio Status_Dation +p,L,}l 0.900 0.341 0,005719 PASS _ __ _____ Stress Ratio Status Location +D+Lr+H 1.000 0.310 0.00565Q PASS 0.0 ft a 0.0 PASS +p+S+}{ 1.250 0.253 3.005536 PASS 0.0 ft 0.0 PASS 8.0 ft +D+0.750Lr+0.750L+H 1.150 0.2743 3.005536 PASS 0.0 ft 0.0 PASS 8.0 ft +D+0.75OL+0.75 0+}�t 1.250 0.253 3.005536 PASS 0.0 ft 0.0 PASS 8.0 ft +D+0.750L+ 1.150 0.274 0.005574 PASS 0.0 ft 0.0 PASS 8.0 ft +D+0.70E+H 1.600 0.201 0,8299 PASS 0 0 f 0.0 PASS 8.0 ft +D+0.750Lr+0.750L+0.450W+H 1.600 0.201 3.005445 PASS O.0 ft 0.1098 PASS 8'0 ft +D+0.750L+0.750 L+0.4 0W.l 1.600 0.201 0.6224 PASS 0.0 ft 0.05 PASS 0.0 ft +D+0.750L•0.750S+0.450W+H 1.600 0.201 0.6224 PASS 0.0 ft 0.08235 PASS 8.0 ft s.D+O +0.60W+0 S+0 1.600 0.201 0.005445 PASS 0.0 ft 0.08230 PASS 0.0 ft 1.600 0.201 0.8282 PASS 0.0 ft 0.0 PASS 0.0 ft 0.0ft 0.1098 PASS 8.0 ft 0.0ft MSC Engineers,Inc. Project Title: , 3470 Pipebend PI NE,Suite 120 Engineer: Project ID: i 1:,, s c Salem,OR 97301 Project Descr: PH:503-399-1399 liN www.mscengineersinc.com '" cramc(U,mscengineersinc.com PrtI*1 15JUN2017,647P Wood Column File=HAUobs 201A1702461Cekulabons1gravity desige.ec6 ENERCALC,INC 1983-2017,&a1d:&17.2.213 Ver.6.17.2.28 -, Lic.#: KW-06005723 Licensee:MSC Engineers Inc. Description: Fence Posh • Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination C D C p Stress Ratio Status Location Stress Ratio Status Location +0.60D+0.70E+0.60H 1.600 0.201 3.003267 PASS O.Oft 0.0 PASS 8.0 ft Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction Y-Y Axis Reaction Axial Reaction Load Combination @ Base @ Top @ Base @ Top @ Base 7941 k k 0.045 k +O+L+H k k 0.045 k +D+Lr+H k k 0.045 k +D+S+H k k 0.045 k +0+0.750Lr+0.750L+H k k 0.045 k +0+0,750L+0.750S+H k k 0.045 k +0+0.60W+H k 0.744 k 0.045 k +D+0.70E+H k k 0.045 k +0+0.750Lr+0.750L+0.450W+H k 0558 k 0.045 k +0+0.7501+0.750S•0.450W+H k 0.558 k 0.045 k +0+0.750L+0.750S+0.5250E+H k k 0.045 k +0.60D+0.60W+0.60H k 0.744 k 0.027 k +0.600+0.70E+0.60H k k 0.027 k D Only k k 0.045 k Lr Only k k k LOnly k k k S Only k k k W Only k 1.240 k k E Only k k k H Only k k k Maximum Deflections for Load Combinations Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance +D+H 0.0000 in 0.000 ft - 0.000 in 0.000 ft +D+L++t 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+Lr+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +0+3+4-1 0.0000 in 0.000 ft 0.000 in 0.000 ft +0+0.750Lr+0.750L+41 0.0000 in 0.000 ft 0.000 in 0.000 ft +0+0.750L+0.750S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.420W+1.1 0.0000 in 0.000 ft 0.578 in 8.000 ft +0+0.70E+11 0.0000 in 0.000 ft 0.000 in 0.000 ft +0+0.7501r+0.750L+0.3150W44 0.0000 in 0.000 ft 0.434 in 8.000 ft +D+0.750L+0.750S+0.3150W+H 0.0000 in 0.000 ft 0.434 in 8.000 ft +D+0.750L+0.750S+0.5250E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +0.600+0.420W+0.60H 0.0000 in 0.000 ft 0.578 in 8.000 ft +0-600+0.70E+0.60H 0.0000 in 0.000 ft 0.000 in 0.000 ft D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft Lr Only 0.0000 in 0.000 ft 0.000 in 0.000 ft L Only 0.0000 in 0,000 ft 0.000 in 0.000 ft S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft 40.420W 0.0000 in 0.000 ft 0.578 in 8.000 ft E Only 0.0000 in 0.000 ft 0.000 in 0.000 ft H Only 0.0000 in 0.000 ft 0.000 in 0.000 ft MSC Engineers,Inc. Project Title: 3470 Pipebend Pt NE,Suite 120 En9ineer: Project ID: I '''' ..-.' .,ill SC Salem,OR 97301 Project Descr: PH:503-399-1399 4 WWW.mscengineersinc.com . • canc(apscenqineersinc.com _ Piloted.05 JUN 2017.6.47PLI Wood Column File HAJobs 2017 N 170246Calcutationsigrevity design.ec6 ENERCALC,INC.1983-2017,Budd:6.17.228.Ver6.17.2.26 ...\ Lic.#: KW-06005723 Licensee. MSC Engineers Inc. Description: Fence Posts Sketches _____ Y M-x Loads e 1111 x Q: 11 II Z. ..' 5,3 I 64 1 0 .' L ,. 6 so in Loads are total entered value.Arrows do not reflect absolute direction. p . at .1 MSC Engineers,Inc. Proiect Title: ri,-?,i,'• .,,,,-.•#'I' 3470 Pipebend PI NE Suite 120 En9ineer Protect ID: Salem,OR 97301 Project Descr: PH:503-399-1399 i • .j....,73,17,4:„Ikotoz-i-ri4---4 .1- www.mscengineersinc.com + ' • I camcOmscengineersinc.com Pc4444 /5 JUN 2017,6:49PM Pole Footing Embedded in Soil File=fi:Vobs 201711702481CalculationsVravity design.ec6 ENERCALC,INC.1983-2017,FUN:6.17.2.28,Ver.6.17.2.28 Lic.#: KW-06005723 Licensee. MSC Engineers Inc. Description; Fence Footings Code References Calculations per IBC 2015 1807.3,CBC 2016,ASCE 7-10 Load Combinations Used:ASCE 7-10 General Information Pole Footing Shape Circular Pole Footing Diameter 12.0 in Calculate Min.Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive 250.0 pcI Max Passive 1,500.0 Pst Controlling Values Governing Load Combination: +0.60D+0.60W-4).60H i Lateral Load 0.7440 k 1 Sed&wkw. NolatendmOSO Moment 2.976 k-fl ! NO Ground Surface Restraint Pressures at 1/3 Depth . • Actual 591.45 Psl Allowable 992.37 PSI . . afttuns Required Depth 5315 ft Footing Base Area 0.7854 ftA2 Maximum Soil Pressure 0.0 ksf I Footing Cat., Applied Loads Loads Lateral Concentrated Load (k) Lateral Distributed Loads (Rif) Vertical Load (k) D:Dead Load 0.0 k 0.0 0.0 0.0 k/ft 0.0 k Lr:Roof Live 0.0 k 0.0 0.0 0.0 Mt 0.0 k L.:Live 0.0 k 0.0 0.0 0.0 k/ft 0.0 k S:Snow 0.0 k 0.0 0.0 0.0 k/ft 0.0 k W:Wind 0.0 k 0.0 0.1550 0.0 kift 0.0 k E:Earthquake 0.0 k 0.0 0.0 0.0 ldft 0.0 k H:Lateral Earth 0.0 k 0.0 0.0 0.0 k/ft 0.0 k Load distance above TOP of Load above ground surface ground surface 0.0 ft 0.0 8.0 0.0 ft BOTTOM of Load above ground surface ,r. 0.0 0.0 0.0 ft Load Combination Results Fohoes 0 Ground Sofa* Reqtked Preestre at 1/3 Depth Soil Increase Load Coaddradioo Loads,Qt) wax**.(M) Depth-(ft) acts)-(psi) Mow-(pet) Far +04+4 0.000 0.000 0.13 0.0 0.0 1.000 +04_41 0.000 0.000 0.13 0.0 0.0 1.000 404-Lr4-H 0,000 0.000 0.13 0.0 0.0 1.000 +D+S+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750Lr+0.750L+H 0.000 0.000 0.13 0.0 0.0 1.000 4040.750L4-0.750S+H 0.000 0.000 0.13 0.0 0.0 1.000 +0+0.70E44 0.000 0.000 0.13 0.0 0.0 1,000 40+0.750Lr+0.750L40.450W-i-F1 0.558 2.232 4.88 526.7 526.8 1.330 +D+0.750L+0.750S+0.450W+H 0.558 2.232 4.88 526.7 526.8 1.330 MSC Engineers,Inc. Project Title: Proiect ID: ; k -,,,,„ 3470 Pipebend PI NE,Suite 120 Engineer: Salem,OR 97301 Project Descr: PH:503-399-1399 . • - ,,titifittt,t t•40=. mew.mscengineersinc.com canek1tkersinc•com Primed 15 JUN 2017,6 49PM Pole Footing Embedded in Soil Fie=li:Uobs 20171470246\Calclialioes‘wavity designec6 1 ENERCALC,INC.1483-2017,Reid:6.17.2.28,Ver.6.17228 L i c #. KW-06005723 Licensee:MSC Engineers Inc. Description: Fence Footings * +04-0.750L$0.750S40.5250E+H 0.000 0.000 0.13 0.0 0.0 1 000 +0.60D40.60W+0,60H 0.744 2.976 5.38 591.5 592.4 1.330 40.600+0.70E+0.80H 0.000 0.000 0.13 0.0 0.0 1.000 ,-- ,, '--i 1, .....•- - i-.7 1 r� 2�b P4/4-.5�4lc _ 3x10x10 POST CAP `.... t c i g'!"�//��".J CO' I ► 1 if 11 +2.4/ Z. 7 ' r11 11 t 6p 2xit L5 t 1 1 1 1 'i 11 i 1 1 1 2x6 STRINGER f ONLY) BETW. INTERIOR FIN. 1I 1 1 X1-4. ! BOARDS AND 11 1 I 1 1 -1x6 FENCE PANELS i+ INTERIOR FACE OF 1 i 1 I 1 I r (ALTERNATING 1" LAP) I POSTS,TYP. - 11 fl 11 P I I I I I I' '0 ---2x4 STRINGER 'fa I ! I j I (EXTERIOR SIDE ONLY) 11 t t i t 1 _ EXTERIOR 7,H COURTYARD 11 1 1 1 1 �e �E I f + SIDE 1 111111 ,. 1 11 Il 11 P.T. 6x6 POSTS�'i I oil iv I I I I O.C.,TYP. 1. II in I I011 2x6 BOTTOM STRINGER t ii dill -Ad (fX r.,-; SIDE ONLY)----------______ j i IIti FINISHED GRADE N ri I N 'iij • p i - _---CONCRETE FOOTING-- ,, ! r,. 3" MIN. 1 ALL SIDES, MT. - CRUSHED ROCK \ 4 :„,..,,,„-... /g v� k as as 1 0 0 0 02-12 7f /\ 02-131-- 13-2-0i U EST GATE 1 �26 01 0 (EMERGENCY EXIT) O 1 3 " EXISTING E BUILDING EXISTING 26.-_,;±' B =— — FS —�-= i 11' 4 ; BUILDING I A 1cA 1 ' : FEC --- ) — - 02-121 53.25' j - - - �. 0 /EXISTING SHEDoI O , qo M R 5p-� 21-02 I 41, N1N 32-01 - Ir CNI • c''' 26 01 I I 435 SF c7)I < I - ± 57'-7" (VFY.) ° 0, 2- ALIGN W/NORTH 6� I , c2-01 WALL OF SHED 08i \ 32 03 1 (4) 7'-7" WIDE COMPACT '' PARKING +1 di EAST GATE I (NOT AN EXIT) ,t‘\ p SEE SAFE DISPERSAL AREA PROPOSED SAFE DISPERSAL AREA O AT LEFT TOTAL BLDG.00CUPANT LOAD: 65 _ AREA REQUIRED PER PERSON: 5 SQ. F . ,/ 88.z171 TOTAL AREA REQUIRED: 325 SQ. FT. TOTAL AREA PROVIDED: 435 SQ. FT. 02-11 MAINTAINED PATH TO SAFE DISPERSAL AREA SITE PLAN SCALE: 1 " = 20'-0" A A SITE PLAN GENERAL NOTES _..\%%%11 A4,4, A REMOVE(E)TRASH ENCLOSURE AND ABANDON(2) 1.EXISTING PARKING LOT LIGHTING TO BE INSPECTED,REPAIRED AND/OR UPGRADED AS NEEDED TO MEET SITE PARKING SPACES FOR NEW TRASH AND RECYCLING EGRESS REQUIREMENTS. X 1 R.RIND 0 I I ENCLOSURE AS SHOWN.ENCLOSURE TO BE CEDAR ��"" Mai 102-121 © CONSTRUCTION TO MATCH(N)FENCING ON SITE. 2.ANY WALL PACK UGHTING PROVIDED TO BE SHIELDED. - SAI 7 - - -- 6'-0'HIGH MIN. OREGON T ` - -- 102-121 -�'-- ---� -------- -- __ I __—_ ` 3.WALKING SURFACE PSHALIE OF WNOT IBE STEEPER THAN iNG SURFACES gg NOT BE STEEPER THAN 1:20.THE CROSS SLOPE OFA �1a 34o�CCO'� S� J OF I NII5�� oI®� ---- ` t 2 0 f 4.PARKING SPACES AND ACCESS AISLES SHALL HAVE A SURFACE SLOPES NOT STEEPER THAN 1:50(2%)PER IBC. 02-13 �,,, T 132-031 i p I \ �, _ °` \ / 5.ALL WALL MOUNTED UTILITIES AND ASSOCIATED EQUIPMENT SHALL BE PAINTED TO MATCH ADJACENT PERMIT SET 102.131 T n - I I I .- JPS j� BUILDING COLOR. 9 0 0 1 b I ir 26'-0' I 55'-0"(70)8'-b"WIDE I• 2t'-9• ,• SITE PLAN LEGEND I.-' : 0.. 3 0 �• • [ fff ♦♦♦ SPACES // / - , a E `EXISTING 102 12 v d A EC w X02-121 ry ry / (NOTE:SEE AO SHEETS FOR ADDITIONAL GENERAL LEGEND INFORMATION) a 02-76 0 � 'BUILDING LL - _,I, 4 OBJECT/PATTERN DESCRIPTIONISI W 8 - ;EXISTING }- C G -� a B —--—-FS T1 ,.,IQ (NIWHEEL STOPS /� -PROPERTY LINE I 8 �11 4 1 BUILDING' n �(E)EDGE OF PAVING d� v J�� a P� —OVERHANG / -SETBACK LINESCLI UllS��SYY� c''',, OVERHANG I A C I I v 24'0°(3)8'-0"W( 34'0"(4)8'6"W �, � -ROOF OUTLINE . 1 COMPACT SPACES SPACES I FEC'' ,( • j� —x—x—x— -FENCE UNE g _53.25'_- oz-t 2 ` — _iti,,,_.., if2sA[�```P —IA -WATERLINE Q` -# �-' — FS—— -FIRE SERVICE UNE EXISTING SHED { A O ®' ,� /� `� ——ST—— -STORM SEWER LINE O I ;1 PSE I/ QpF M ft�..O" lliiiiiiN Klin _ 4�pE j` .�zN144 BUILDING FOOTPRINT 32-01 e,b J `(` N N V# AAl /1O�• 1 -PROPERTY DATUM POINT N ��a�+ FH s0 I {11 x102-111 /i 13 -FIRE HYDRANT ALIGN W/NORTH 64 I A A I /, O WALL OF SHED • D, L - ;4)7'_7"WIDEPARKING COMPACT c--0 -(N)POLE LIGHT VV �V « \ -/ FGRFSS NOTFS NVESLGATE ONLYP Q 1.PROVIDE EXIT SIGN CONDUIT TO DOOR SIGN ON GATE. PROPOSED SAFE DISPFRSALAREA STRIKE(WEST GATE ONLY) TOTAL CD p. - CCUPANT LOAD:65 MINATION OF EXIT SIGN TO BE ELECTRIC AREA REQUIRED PER PERSON. 5 SO.FT. CNI'. 88.47 2 BYUEXTERNAL SOURCE,WHICH SHALL HAVE ED CONNECT DTOOFIRE ALARM R STRIKE, KEYNOTE LEGEND TOTAL AREA REQUIRED: 325 SQ.FT. AN INTENSITY OF NOT LESS THAN 5 (WEST GATE ONLY) TOTAL AREA PROVIDED: 435 SQ.FT. DIU FOOTCANDLES.(OSSC 1011.6.2) 02-11 EXISTING ASPHALT SURFACE > . Z NOTCH POST AS REQ'D IN O MAINTAINED PATH TO SAFE DISPERSAL AREA FRONT OF DOOR STRIKE 02-12 EXISTING DECK 3.ILLUMINATION TO CONTINUE FOR NOT LESS 02-13 EXISTING RETAINING WALL PG THAN 90 MINUTES IN CASE OF PRIMARY (WEST GATE ONLY) 02-14 EXISTING CONCRETE SIDEWALK LLJ O POWER LOSS.(OSSC 1011.6.3) (3)BUTT HINGES - 02-16 EXISTING BIKE RACK TO REMAIN O SITE ALE PLAN P.T.2z6 PERIMETER 21-02 RE DEPARTMENT CONNECTION IN VAULT O Q GT.2z6 . 26-01 EMERGENCY GENERATOR 3 SCALE: 1"=20'-0" EXTERIOR SIDE PULL HANDLE 32-01 FENCING,SEE SITE DETAILS / I� I- 32-03 NEW GATE,SEE SITE DETAILS �J • - 32-04 NEW PARKING PAINT STRIPES LLJ LLJ Mir- .-../!.%. "I� Ip ii i� -.. 10,...411.11•.111.0.0.11,I _ Q Z w w O_ SOUD BLK'G. J 111 1611 COURTYARD SIDE PUSH PLATE ry O U z ' MECHANICAL LOCK O > 102-121- (KEY ACTUATES LATCH o /�/ > FROM BOTH SIDES) LL BLE SIGN AT 17"MIN. N FENCE POST ALL ACCESSIBLE STALLS 0 ?EXISTING A MIN.OSQ INTO BE Q 42 I, O TYPICAL CEDAR GATE DETAIL 6� �_ UNAUTHORIZEDVENOLES 2 BUILDING L PARKER OESVEHICLE uTED nO 1, V SCALE: 11/2"=1'-0" SIGN WITH BEADEDFTEXTOR HANDICAPPED SPACES NOT 1^ AINUM EQUAL.BLUE FIELD WITH pSRAYING DLBTINGUSNNG ,/s'� 3x10210 POST CAP WHRE LETTERING PLACARDS OR LICENSE PLATES ��T.pS-.. -— SIMPSON FB26 SIGN TO BE CENTERED AT ISSUED FOR PHYSICALLY I I � BRACKET02z6 RAILS EXISTING LANDSCAPE AREA PARKING MTH pl,N,y, INTERIOR END OF PARKING STALL`DISABLED PERSONS MAYBE z : TOWED AWAY AT OWNER9 S 2x6 PT.STRINGERVAN ACCESSIBLE PARKING ABLED PERMIT ONLY HEIGHT-MOUNT TO MATCH EXPENSE. 170 I I� (EXTERIOR SIDE ONLY) SIGN COMPLYING WITH VIOLATORS SUBJECTTO I ® SIMPSON F624Zs TOWINGIMIERORS611.520 VISIBLET HAL EONS PARI TOWEECLARI DMAYBE 2102III OSSC 1106.7.2 VISIBLETOSOMEONE PARKING) RECIARAEDAT • AND FRE UP TOf47S UNDER IBRACKETO2x4 RAILS "TO1/2"MAX. EXISTING ZERO CURB 611,515 WARNING SIGN SHALL BE POSTED (atlless) Isue: PERMIT SET ' BETW.INTERIOR FIN. SIDEWALK IN A CONSPICUOUS PLACE AT Dte: 04/05/2017 FACE OFFENCEPARKING LOT ENTRANCE(BIANK OR BYTELEPHONN3 BOARDS ANDEXISTING UGHT POLE SPACES ARE TOBE FILLED IN WITH (ssp) �•' 126 FENCE PANELS INTERIOR FACE OFACCESSIBLE PARKING SIGN I I APPROPRNTE INFORMATIO IGN) �� z1 Rponse to Ciry 5/31/17 — (ALTERNATING 1UAP) POSTS,TVP. COMPLYING WITH OSSC / PERMANENT PART OF THE SIGN) �J U 3 ASI qi S/25/17 ISI110672 PROVIDE ONLYATVANI�I'l2x4PT.STRINGERVAN ACCESSIBLE ACCESSIBLE STALLS 4,N�'�� /tl (EXTERIORSIDEONLY) O 11! MIN.1-1/2'DN.PIPE SET IN CONCRETE / p I I— EXERIOR COURTYARDEWA 6'X/2'DEEP MIN.-GALVANIZED(TYP.)SIDE IQE o LGNAT O 6' ONLY•SIGN AT ALL VAN STALLS1I � 226 PT.BOTTOM ROUTESTOIBLE ` - ,I/�1II11��11 STRINGER(E%TERIORBUILDINGISIDEONLY) WHERE REQUIRED ;,/C,1 U INTERNATIONAL SYMBOL OFACCESSINUTY OSOT TO SCALL%_ ` FINISHED GRADEAT PARKING STALLS SYMBOL SHAH HAVE BLUE BACKGROUND EQUAL TO COLORjIIi! 1Ii 1— LINTERNATIONAL SYMBOL 150901N SHALLLSTD.59AWITUHIGHWAY•WHITE FOREGROUND(TWO COATS). SITE PLAN ^ - - � OF ACCESSIBILITY PER ICC - SYMBOL SHALL MEASURE 3'-0'SQUARE.EMBLEM MUST BE LOCATED IN STALL 50 N \p \\� % \ \% ,, '11011.1111, Al17.15027,TYP 4 THAT IT IS VISIBLE TO A TRAFFIC ENFORCEMENT OFFICER WHEN VEHICLE IS . (4)7'-7"WIDE COMPACT N CONCRETE FOOTING , - PARKING�� � ACCESSIBLE PARKING '�1 PROPERLY PARKED IN THE SPACE 3 MIN. I/ SPACES PER OSSC 1106.7 &, ALL SIDES,TVP. CRUSHED ROCK ] l `` I I SECTION DCC ANSI A1171502, R PARKING SIGNAGE �A / / iF 11,FIGURES 2-6&10 ØACcESSIBLE SCALE: 1 1/2"=1'-0" A A A1 .00 0. ØENLARGED SITE PLAN ØT(PICAL CEDAR FENCE DETAIL ØACCESSIBLE PARKING NORTH BUILDING (BLDG A) SCALE: 1"=10'-0" SCALE: 1/2"=1'-O" SCALE: 1/8"=1'-0" • ry