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6670 SW BONITA ROAD-3 .'✓rh , IY •T,4 t li MILDREN DESIGN GROUP,P.C. ARC111TECIURE • SPACE PLANNING 7650 S.W. Beveland,Suite 120 Tigard,Oregon 97223-8692 Voice: 503-244-0552 3 (:: f7l ) Fax: 503-244-0417 P'L-'ASE QD � e�::�ONo _ ID,3 -�'� Deferred Submittals *tJO DOCUMENTS FOR jEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM t0 THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN RE AEWED AND BEEN F01 IND TO BE IN GENERAL CONFORMANCE TO owner: THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL _ NOT BE INSTALLED 11,14 TIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. JAL PACA Properties, LLC NOTE: SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT • 8800 SW BONITA RD. COMPLIANCE PRIOR t0 FABRICATION OF THE FOLLOWING TIGARD, OREGON 97224 1. MECHANICAL DESIGN 2. ELECTRICAL. DESIGN OF 3. PLUMBING DESIGN 4. FIRE SPRINKLERS p� 5. LOW VOLTAGE Project Contacts: 6. ALARMS ARCHITECT: LANDSCAPE ARCHITECT Special Inspections M;Idren Desin Grou , P. C. Viridian Environmental Desi n, LLC SEE STRUCTURAL SHEET S1.1 FOR SPECIAL INSPECTION PROGRAM 9 P g PER 2003 IBC SECTION 109 AND CHAPTER 17. 7650 S.W. BEVELAND 5 TREET 813 S.W. ALDER, MEZZANINES SUITE 120 PORTLAND, OREGON 97205 Structural Observation PORTLAND, OREGON 97223 VOICE: 503-222-1639 FAX: 503-222-1853 VOICE: 503-244-0552 FAX: 503-244-0417 CONTACT PERSON: MIKE O'BRIEN SEE STRUCTURAL SHE:T S1.1 FOR REQUIRED STRUCTURAL CONTACT PERSON: GENE MILDREN MOBRIENOVEDLLC.COM OBSERVATIONS. GENEpNDGPC.COM Sheet Index CIVIL ENGINEER/PLANNING/STRUCTURAL ENGINEER: AO.1 COVER SHEET r T. M. Rippey Consulting Engineers SURVEY Cyr, Y G� ;;a►C�, owner: 7650 S.W. SEVELAN STREET 516 .. PACA SUITE 100 A1.1 SITE PLAN STRUCTURAL.REVIEW COMP ropert ies, LLC TIGARD, OREGON 97223 C1.0 GRADING PLAN - PHASE 1 VOICE: 503-443-3900 X: 503-443-3700 C2.0 UTILITY PLAN - PHASE I PERMIT �D� -M410 C3.0 DETAILS - PHASE I l� 1201 OA.L.E CONTACT PERSON: KARL _RO(�t (CML) C4.0 EROSION CONTROL PLAN - PHASE 1 BY C4.1 EROSION CONTROL DETAILS - PHASE I MILLfiR 0NSULTQdG ENG CONTACT PERSON: LANS STOUT (PLANNING) CONTACT PERSON: RALPH TURNSAUGH (STRUCTURAL) T1.0 TREE PLAN - PHASE 1 6600 SW Bonita Rd T1.1 TREE PLAN DETAILS - PHASE I Tigard,Oregon 97224 1.1.1 PLANTING PLAN - PHASE I L1.2 PLANTING AND IRRIGATION DETAILS - PHASE 1 A1.2 ENLARGED SITE PLAN AND DETAILS A2.1 FLOOR PLAN AND ROOF PLAN A3.1 BUILDING ELEVATIONS - A4.1 WALL SECTIONS Project: A4.2 WALL SECTIONS Paul Schatz A4.3 WALL SECTIONS A5.1 DETAILS A5.2 DETAILS Furniture 51.1 GENERAL NOTES Retail S2.1 FOUNDATION AND ROOF FRAMING S3.1 FOUNDATION DETAILS Building S4.1 ROOF FRAMING DETIALS S4.2 CANOPY FRAMING PLAN AND DETAILS 6670 SW Bonita Rd Code Analysis Location Tigard,Oregon 97224 BASED ON THE 2006 INTERNATIONAL BUILDING CODE (IBC) WITH 2007 OREGON STRUCTURAL AND SPECIALTY CODE AMENDMENTS WASHINGTON COUNTY TAX MAP: 2S112AD OCCUPANCY AND CONSTRUCTION PER IBC 304/309/311 AND 802 TAX LOT: 1100 APP;tOVED PLANS INCLUDE UMNI TACHM� ��ai(.•I'URALCALCS ASSUMED OCCUPANCY: B/M/S1 (NOTE: NO OCCUPANCY UNDER THIS PERMIT) .. LAVAL .CS CONSTRUCTION TYF[- 111-8 -- TRUSSES BUILDING HEIGHT AND AREA PER IBC TABLE 503 ALLOWABLE AREA: 12,500 SQUARE FEET - � ��j7'E a RREI Sheet'i:;!e: ALLOWABLE HEIGHT: 2 STORIES MSpridAW ACTUAL BUILDING AREA: 44,598 SF /IwAI+ Cover Sheet ACTUAL HEIGHT: 1 STORY PHASE 11 "MOW RETAIL BUILDING t� Phase II AREA i D-60 MODIFICATION PER IBC 506 -x •�� tJdiw w Aa-A t+[A tlf/100]+[A tis/100] At-12,5009f, I9-300 sprinkled one story, If-100[(F/1P)-0.25](W/30), F- 980 lineal feet, P- 980 lineal - feet, W-30, If-100[(980 980)-0.25](30/30) - 75, Aa-12,500+[12,500x75/100]+[12,5OOx300/100] - - - - - - - - - - - -- - - Ao-12,500+9,375+37,500-:%,M V Zoning FIRE-RESISTANCE RATING REOUIR Afffi : PER IBC TABLE 601 I-P: INDUSTRIAL PARK ..e..l.. ARp STRUCTURAL FRAME: 0 HRS. ° Aoprovwd. ... ..... t1.A//..l 1 EXTERIOR BEARING WALLS: 2 HRS. jndNlon&NyAppravd.................... I I EXTERIOR NON-BEARING WALLS: 0 HRS. , p f t I F X oroy I V dedsearttx�QjrL INTERIOR NON-BEARING WALLS: 0 HRS. See Letter to:FoNow.......................f I ' FLOOR CONSTRUCTION: 0 HRS. i K ch. .... 7 ttttat Job Addry: N 1w�i L',: Date:mom_ FIRE PROTECI I BUILDING .IS EQUIPPED WITH AUTOMATIC FIRE PROTECTION SYSTEM AND AUTOMATIC SMOKE DETECTION p.reet t I PNIM THROUGHOUT IN ACCORDANCE WITH OSSC 903.3.1.1 Revisions: OEM MEANS OF EGRESS d' 4opw ,.,,,.. _ 1. Plan Check 18 September 2007 d OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 100'-0" PER OSSC SECTION 1013.3 Site Analysis I OFFICE COPY 2. 26 September 2007 EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0" PER OSSC SECTION 1015,3 - I EXISTING AREA Construction Changes S M. ^ SITE AREA - 127,122.84 SF (2.92 ACRES) /2 I SITE M OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 100'-0" PER OSSC SECTION 1013.3 EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0" PER OSSC SECTION 1015.3 WPERVI 1S AREA: EXISTING AREA/ PHASE I AREA/ PHASE It AREA/ X COVERAGE a', CO;U X COVERAGE X COVERAGE ,ALO ;Q . aujam i BUILDING AREA - 32,829 SF/31.17X 39,852 SF/31.35X 44,598 SF/35.08X ! ,e L r r PAVING AREA - 39,544 SF/31.11X 52,818 SF/41.39X 57,026 5F/44,88X r- I S1 OCCUPANCY: COMMON PATH Ur _DRESS TRAVEL D1�TANCE DOES NOT EXCEED 100-0" PER OSSC SECTION 1013.3 IMPERVIOUS AREA - 70 L_ _._ - JI ,� I EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0" PER OSSC SECTION 1015.3 ,173 SF/82.28X 92,470 SF/72.74X 101,824 SF/79.94 75X/e0X ° 4 I L ANDLCAPE: EXISTING AREA/ PHASE I AREA/ PARSE 11 AREA/ X COVERAGE. ' X COVERAGE X COVERAGE X MMAM MUM EGRESS ILLUMINATION: PER SECTION 1006 LANDSG:a^EAREA - 47,950 SF/37.72X 34,853 SF/27.28X 25,499 SF/20.08X 25X/20X i is I Pa y _ MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED. PROVIDE MINIMUM 1 FC ILLUMINATION AT THE FLOOR LEVEL. PHHASE�� MAN! ,M.. I 'nt�a�TY HULK SALES - MIN. - 39,745.54 1,000 - 39.75 x 1.0 - 40 t I Tw_ _ / !a1 ro ec alis OR t�aouotm a �wr i -. x PQ�Iacdo MwrtHN CE Po a1011Pm MAX. - 39,745.54 / 1,000 - 39.75 x 2.0 - 80 I EMERGENCY LIGHTING: IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY PHASE If ILLUMINATE THE PORTION OF THE EXTERIOR EXIT DISCHARGE IMMEDIATELY ADJACENT TO EXIT DISCHARGE SALES ORIENTED - MIN. - 4,882 / 1,000 - 4.88 x 3.7 - 18 Date 27 July 2007 DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS WITH THE EXIT ILLUMINATION SUPPLEMENTED MAX. - 4,862 / 1,000 - 4,86 x 6. - 31 D ° WITH AN EMERGENCY POWER SUPPLY CAPABLE OF PROVIDING POWER Fal A DURATION OF NOT LESS THAN 90 TOTAL - MIN. - 58 Z Drawn by: Checked by: MINUTES PER OSSC SECTION 1008.3. - 1 1 P I IC ArtreeIB BICYCLE PARKING - 4 000 - x - 14 MRW WEM x - EXISTING - PHASE 1 - 63 STALLS 79 STALLS ( ACCESSIBLE) Plan Vicinrt �a �o�Number: !06051.02 PH ASE 11 - 07 STALLS (5 ACCESSIBLE) �e7 •1�► y p BICYCLE PARKING On 15 PROVIDED Not to Scale Not to Scale Permft Submittal - July 2007 A0. I .w IN , .. is , - Al ° .y` 1(>. �. 1 f � • 4r x:, + 1 4 lu,ilWi.}Ir.,•A'�I,�i�`�IIUI�MI-1.\ ._�-1__ _,n...r l►'wW�4NMM....q FllT�11` 'n111,5-. i 1 ...-.4w+e.►.r..«.r...,W�..•.,e+.e.,...+..ur.....,.rs,..r+.y.r..r....•..... .... �-:'_._� ... ...,,.......�n..,,"• �".rrn+ane...r+.y,sl�►.w►rr.a.-..w,wr.. :.p...:.+r••.r+x.,w.Ar.w.,sw��•+.rw++--..a,-.»nr,..�.�+a•+rw*.ww'.,. ++i"il.w�41;.`1YlMA11��► . ,T F i; PARKING EMENT 1E 1'P11C t 14a.7e S _ PER PARTITION 2000-020 (( )) FOR PARCEL 2 IE 10;* 148.14 - 1iEE 12��VVCC 147.91 SOMH RIM 168.88 BEGINNING OF BRIDGE IE 12- 162.68 E) Kam SSMH RIM 171. 9 30' WIDE F - IE 24'CMP 153.06' b � w IE id' 18'[.13 NW GUARD RNL )877 IE 12'PVC 162.91 S QUAND RAI' CBS RIM 169.65 IE 10'PVC 162. S) ACCESS AND UTILITY EASEMENT IE 12'Pvc ,569,' SW BONITA ROAD � � �� IE 15' 163.20 (W) ALC PER PARTITION PUT 2000-020 q. I If 'g,,' '�4 '�� '1 AC '�,y '�b '*', ,` '4s�, av,7+7c. Y �,��V r 'b AC ooNCRErE CURB I�, wogo"G"t 4 fi CONCRETE Cum � AC AC ACAC AC 163.ze As 162AW a 4 .` • aR k 'i4 '4� 195 52.18 .4TH •Talt 16754 • ,, ' .� .'� '#�•� t ' "' 1 4' 185 19�' °' ?' ' '° !NG 175 80 / �RV� � tet: �� 1e2.7 ��- 1" = 20' '4' '1614 ; 170 CONTOUR INTERVAL + V 16 165 � OCTOBER 17, 2(TO >s ��e ------ REVISION: AUGUST 2, 2408 (TOPO TO WEST) � •. \ 165.6• �_ ,ly,\� ,•P Y 161.5 162.4 MN X - • SD 164.0 e' H" CH/L 1165.5 N 00'22'00*w 170.4 No 174.1 _� 177.4• _ \� ♦ee♦e`,1• tip •, ^�'` ��sD wa "" J �>< Na 14.65' 175.5 Na 177.8• •17x.9 178.3 , 86.67 c . •teo: `e �' • 161.4 •Let.7 _~�SD�` 1&, WATER MN v24*N-1- _V'_- 6bEC 1�- V--- y__�W W 6,� W- 17V e!-V-- ,77.z• W-- w w 158.46 ,98.22 4C SD FH PUMP /f SOINt . ' ,,� Na _~_SD STATION N 8512'55"E 10.34 ebEc ebEc N 89'38'00'E 311.00' 1 n.a• SNI 139.20 ,5�1R .162.2 S / >b a H �1r � � a B�wE X ;176 8 180.8• IE 24'?VC 153.40 li� � Ac t 50.w TC Nc 0'� ,6ti Y ••• �' x-- .52 o Nc •t2A+C 153.97 181.5 r Ew art WWAL r • SD 6 20' H1aN---•- - - -- NoNG 2�VC133.95 ° 162 �� SIGN IW-36'oo 117.00' a.ea G IE 24"PVC 153.2° r i 18,.7 OP\O yM1 - �T Tf -` -� 7 1 7.06 G n 178 a 180.4 S9 'PJ` o�L \e'► \e 4 N 89.26'10'E 70.66' SD 1 91 c 4 20'9PR 175.76 G DRRUOED CORY 177.46 0 179.58 a s`�159.32 MAN ,e` \a�� ca ""moo SD Qom. 170.08 1>;o.a3�c_ 8 ' �A 1jra �� 8 M .- ~165.01 s°4 JT• N 6'10'E 1 4'r 179.9 C� SP '� b - - -- -- - g - t0 A9y' AC ^, s 175.7° o ,79.41 N '4' e♦ 162 ti� '� _. - - - 0 Cm e� ��s ` a AC .e `�'a ___-.. - "-=- ~s ee ao'oo'E iao oo - � - - na.7a °1 ra.o7 75.58 G ^^ RIM 159.24 �• r°°, \ �p WV -- -.- o INLET 156.64 d \ �' 1 ��`� SS .,Ib z 163.73 G -== - - -- -- � '\ '♦� IE 12?VC 154.53 (E) 1e h - SS- SS- IE 4'PVC 157.44 (E) ,58.47 ?' .h♦" �t` ss ss� -- -ss - 'L4�Y „7 g Ac 0. Y 150.36 _ 175.75• p ti y1 TC s SS'- SS-- '� ^a R 177.24. .179.18 159.53• 4O �° v v 163.22 n 153• 163 e2 r66.eo o \s. , 0 vi I ce .1 eo.3o .18152 �� o x, c �r a�• of I 1 179.8° c ♦ 162.66 • .-�� G S 8404'' 166.83 \�� ,\�0 ^ 176.03 G AC 4 �,.�+• ♦e ,ar . A _ 47.40' \ �_ _ 7 u" .c �� ,eti' ♦ RA1� �y a!• a1AaV 16j Z51 1 90 qMY, , _ �, e,,,p • • ,� ` ` 164 7e 0 CURB 1e 0 \ '�� ',} rn '`' � 178.33 c 177.37 c ,78.48 c RIM 159.12 r. fP�\ 1e♦,) 4 CORM \ • \e e ♦e S I 72.24 G - _\ 179.31• IE 12'PVIC 155.67 (w) ► \,eP' a\�� ,eT`♦` CaNCm '� >p�'♦e� ` Ori• \ ♦° ^ 'DEC- � 178.82 G ff 4TVC 157.22 (W) FP \e ,e 162.61• 162.40 ,e� . 148 54 S 89'38'00'W .� I . t75.z ,� 177.79 a 0 180.16 1 o tpo. ` qa7.4o 5 �00�15"`N u1+E 20.00' mo 70. ''b w1 a RAC '.: ,• '.�_ teo., ,50.1 t s0 a TC . r� • 10' ?i0E GAS EASEMENT \ I 179.,1 c 150.16 c 10 °, % a ,te 4� M �C FH 175.45 176.54 G CONCRETE CUM < �� ,, ,a• POR PARCEL 1 > 150.77• 4► ♦ PER PARTITION PUT 2000-020 \ \.� ••. �.-'-' .., ' :' � I� 80MM1 �_ SSMH RIM 162.92 n 158.35 G 168 38 ° ,..... .:: r, OONCRETE'lIDE1MLJC. 8 NG mm 114.11 ISIAN TC WE 10: 157.08 E E Y't4 83 (E` CMMt IE 10 156.60 ` CDS N RIM 170.36 S-7g�, 72.04 1 ay 178. 177.41No 17886 180.7 IE 24-PW 154.19 (SE) ? RIM 159.34 �a v�' n a *177.4 6 C I 10 E 24?VC i 54.(19 �NW) Is t o INLET 159.54 9 �- 1 169 61 �% IE 12'PVC 155.39 (M) �/b At w/4w R + 100.00 ab IE 41PVC 157.31 (N ) -Zs ♦� -Q- �, � i ( ,h� �y ON • 21.0' � �' 1�7e. 179.03 a A = 98'35'SQ" �• ��os!�' ` 176.1• ns. 18°.88 L 172.08' yR�Wy►�1 ALC '�, e�CEO � �' � x IE 10' 153.67 SE) MWS r ..7T Parcel 2 170.86 c ��, I °�`E° `� C ,nose IE 10' 153.92 SEE�� •ro 160.09 • 1 eo.a IE 18' 152.39 €NW) C I .176.0 „ N X LEGEND $ 13 ,hos, rc 1721 ' 170.55 G """� 10 ' 1Parcel 1 � • FOUND SURVEY MONUMENT I p „ I1D . x 181.25 IR = IRON ROD T.B.M. Q1I ,7s.o� o : 10°00.40 c $ 'q� IP = IRON PIPE NORTH BOLT OF TOP FLANGE H ve • 173.0 a p� r ALC = ALUMINUM CAP OF FIRE HYDRANT J rn I . 174.1 180.53 T 18033 a �o ELEVATION + 174.76' (WASHINGTON COUNTY DATUM) n Sa 180.54• \ x W/YPC = WITH YELLOW PLASTIC CAP 18088 !1. e AC " Ma WM WATER METER 160.92• 1 10, N FIRE HYDRANT TOPOGRAPHIC S A i g AC WATER VALVE 1' FDC = FIRE DEPARTMENT CONNECTION OD W-VLT - WATER VAULT F IE + INVERT ELEVATION Q SDMH = STORM DRAIN MANHOLE 17°.75 Nc O CB CATCH BASIN �,� 4, -4 PARCEL 1 ,71.27 ° • !:I � -- � `' %'�, O CBS + CATCH BASIN (SIPHON TYPE) t 170.70 �, a 4' x O CIMH + CURB INLET MANHOLE PARTITION PLAT 2000-020 N • CO CLEANOUT • " � •174.1 179.5• • OR + DR'I'" IN THE NE 1 /4 OF SECTION 12 a GM G SANITARY SEINER MANHOLE EXISTING i p 18°.91• x GV - GAS VALVE >` T.2S., R. 1 W., WILLAMETTE MERIDIAN E BUILDING $ Z • g 182.46 a EM + ELECTRIC METER Q . !° r 181.02 G a xme S JUNCTION Y City of Tigard, Washington County H N . , . �, a 4i?o Q►, VAULT Ix Oregon 8l �t.A ' , �0 ,s LP _ LIGHT POLE CBS N RIM 170.31 e o d W 0 PP + POWER POLE 4. I g l .,NG I Q PLP POWER/LIGHT POLE " rn �' GUY - GUY ANCHOR �' I NG I N U/H - OVERHEAD 1z G - UNDERGROUND SSMH RIM 171.58 I 981.08• 181.34 0 W • BP BOLLARD 0 IE 10-PVC 164.06 (N) ,03.07 Z � IE Be 154.12 (E) '�o� . 173.8 175.8• a MB = MAILBOX IE 10 164.06 (S) O 70.61 G . , Y' • SP = SIGN POST W H , y FH , �, �, , v x FP = FLAG POLE N CBS E RIM 189.65 170.79 0 $ s w 'b e, CONIC CONCRETE CB RIM 168.01 w-vLT , it DVWY DRIVEWAY IE 12-PVC 163.81 (NE) "�' Iia ,58.28 FFE SOD IE 8-PM 156.46 (SW) (N'LY PIPE) CBS N RIM 170.80 IDC ,�13 b1 NG - NATURAL GROUND 70.86 0 ♦ �w IE 8-PVC 186.01 (SW)(S'LY PIPE) SS SS r SS AC = ASPHALTIC CONCRETE PAVEMENT 3 IE 4' PVC 103.26 (SW) -� SOMH RIM 170.32 180.86 0 I AC � ` � �° •, .r 183.56 EP = EDGE OF PAVEMENT In IE 112-KP 163.33 N) a I EG = EDGE OF GRAVEL IE 4' PVC 164.16 (SW) v. IE 12-PLP 163.52 (SW) t a io a✓°��x TC = TOP OF CURB G - GUTTERUNE ��en I I EXTI n FICR HANDICAP RAMP t� • - SPOT ELEVATION IE 12-PC 167.46 (NE) +73.53• 173.97 WRB , M 12'DEC t 75.26 �. id2.28.TO 182.03 TC '- FEE + FINISH FLOOR ELEVATION IE 8'PVC 166.19 (NE) ^v 15' 5' I 173.88 c 174 151.58 c � x BH + BUILDING HEIGHT IE 4*PVC 163.49 (NE) h' TW - TOP OF WAIL as '► BW - BANE OF WALL 171.80 G Sp I V 17627 \� 170.77 G � •• , :23 . t TC DEC = DECIDUOUS TREE ( . 181.7° FIR + FIR TREE tm•9 17 G ^ 02. 4 PINE = PINE TREE I 173.71. 174.14 177.3 178.1 tA2.1�TC o 181.88 c M CED = CEDAR TREE 1 N I V I J V 1e1.�7 a . �� 184.10 �" 170.73• r 17 .13 4 i ,/ rL •, MAP MAPLE TREE 166.1 2 ►� v �v w►` �'j CHRY CHERRY TREE I w ,� 1 0' CA. •185.3 WIL 1 Hm SPR SPRUCEtLLOW �T'REE g '' I x CP REINFORCED CONCRETE PIPE of POND J coo I �71 G No 182.50 0 .� 184.59 PCP = PLASTIC PIPE �� O 171.98 a 01 182.56• PVC POLYVINYL CHLORIDE PIPE CMP = CORRUGATED METAL PIPE O 187.0 of � � • 17°53 SH • 30.3 182.75 c •, rQr� �, DI = DUCTILE IRON PIPE C -�_ IE 8"PVC 165.79 N 169.4 Be 0 01 CN/L + CHAINLI L FENCE ( � - 166.57 0 EXTRIOED CURB 172.23 0 I �o • GR me GUARD RAIL Z 188.5 a HIGH CH/L FEIICE a 182.84 0 - X - + FENCE UNE SD-- STORMEDRAIN LINE •168.1 N OW29'57"E 100.00' \� 11� 162.22 0 NG o w 165.05 Tw 12'MAY - S5 - + SANITARY SEWER UNE I - T - - UNDERGROUND COMMUNICATIONS UNE, I TELEPHONE I 1Q77*1 10' WIDE - E - - ELECTRICAL UNE, UNDERGROUND UNLESS Dow a2' I I PUBLIC WATER LINE EASEMENT OTHERWISE NOTED a 171.0• 172.8• �3 PER PARTITION PUT 2000-020 AC - C - - UNDERGROUND CABLE, TV 164.5 .187 e e , I I •� - W - - WATERLINE GVL - GRAVEL T.B.M. - TEMPORARY BENCHMARK OWNER: PAUL SCHATZ •1674 No ` 6 ' 1°` 1ez69• 4i � CONIC .r • Y 18534 10'WIP N0 I PAp ,�° SURVEYOR'S NOTES REQUESTED BY: KARL KOROCH '�� 10'M�P T.M.RIPPEY, CONSULTING ENGINEERS tes.oe 1w 6.4 1147 r ��`� i i i i i i i i i - • 182.41 c 183.44 c 1) PROPERTY LINES SHOWN HEREON ARE PER PARTITION PLAT 2000-020 AND SUfi'VEY NUMBER ,17.1• 174.6• 17 •o 182.4 (503) 443-3900 167.0 Q1 0 r�12• ". I • 177.8 178 11 178 t9 ,eo.o teo.o 1eo.5 181.5 • �? tea° 183.9 22790, WAS��INGTON COUNTY SURVEY RECORDS, AND ARE FOR REFERENCE PURPOSES ONLY. NO ,��( 174.8 183 . 183.5 163.8 . 183.5 BOUNDARY SURVEY WAS CONDUCT17D FOR THE PROPERTY SHOWN HEREON. 1�•7 170.5 101 w X 3 I I ( 178.7• • 178.9 6188.7 • • 177.T ^ , 162.9 . 1$3.4 •183.0 •184.4 SITE ADDRESS: 6600 SW BONITA RD. I ' 17"� oq 179.4 •,cl ati 188.34 2) UNDERGROUND UTILITY LINES SHOWN ON THE MAP ARE PER SURFACE FEATURES, AS-BUILT MAP TIGARD, OR ° , ,7e.o• , 1°'°• "" 1 1es° �� v1 185.70 SUPPLIED BY TIGARD WATER DISTRICT AND SURFACE MARKINGS BY OTHERS. , , o I�� 18679.4-1 '182.1 NO 1 �A • 1 77 `�181.4 •�1e1 .181.2 42�IR 3) THE SURVEYOR MAKES NO GUARANTEE AS TO THE EXACT LOCATION, EXISTTNCE/NON- tN.et Tw 88.85 TW 1 to \✓/ , ao , ,�,.0 EXISTENCE OR FULL EXTENT OF ANY UNDERGROUP0 UTILITY LINES FOR THE PROPERTY 1 76,4 IMM SHONRN HEFLON �_ 84.3 ,�! ,�} ♦� e' IeoH cH/L ,^♦ , ` S BW36'41!'W 400.99' 361<Nt ,e♦ .♦e p �� ? .184.1 x teen '� •164.5 Surveyor: ,,�Q o �t ? �' • y REGISTERED �' � 1� ♦'�' '' ♦ '�� `� .'�• . Weddle Surveying ,�. PROFESSIONAL 1750 SW Skyline Blvd. LAND SURVEYOR Suite 105 BENCHMARK •1863 Portland, OR 97221 -2544 WASHINGTON COUNTY BENCHMARK NO. 485, A ' THE DISK --� N IN CONCRETE SIDEWALK AT THE SE CORNER Of' THE BRIDGEJULY 13, 2004 _y Ph. (503) 292-8083 ANTHON-, B. RYAN OVER 1-5 ON BONRA ROAD. Fax: (503) 292-0938 58833 ELEVATION - 202.884 (WASHINGTON COUNTY DATUM) RENEWAL DATE! DECEMBER 31, 2006 JOB N0. 3901 T .. ,...:::+.nwr.a..w,.ww»,.YesnrYawYr..w f•.'eSt:"d+'r! !t1k7�:'`MJY!. ..-. .. _..,. _� .,. .. _ _-.,.. . / � • 1 � � ,'; ,--` 44._ , , ':-. a fi.. .-• _ tM 6 �- , ` �„ , 1x57 �'+1r. 7 a + X 1�, I r .r _ • w-. ... ..+.......+wr•+.....-.,.. "...«wr.,..w.,....n. ».w....w..+.Ya...«.w...... " ,,,",,,,•, � I ' R� i • Y � `' .Yc+,r•w. ........-.w.rr-.»-•r .,...Y...+r...a..........s+. ». ,....x. n...... ..s......r. w -rw r ....Y.s... ..+Yr..w.Y..:.-.rr .,. . .. .-. - -..-,"••.,''•Ywu+ •.Y. r..,..."Y•a+.w.n nfu '.�• ..Y:i,1FUWOi+.yln.. ..rraigll�.[ .a^,•-....r-u+.n.,.wYY.II..r.._:s--_ .'++M+r-w,.ax•Mnrr'-+=. +,n . w-•aswi<:u.+wut 4T..w:�...s ....w...,,.._rrr w...wCt+ Yi+ +.. .ar.....-Yrrs+.o•n-.nom.-.• .Y.r..w.Yrwr.++w�.Y� mn. e.ee,.:m.«.•, • rr.:+�^«YY,w,wwYh!"w.w.w•.we..ew«+i ,.w•.r.roY'nw,ya•. st s:) r' C^. -N+ Keynotes I. NEW SIDEWALK, T/PICAL 2. NEW ACCESSIBLE SIDEWALK RAMP 3. REMOVE EXISTTNG CURB, TYPICAL 4. LANDSCAPING — SEE LANDSCAPE PLAN FOR PHASE 1 MILDREN DESIGN GROUP, P.C. 5. PARKING OVERHANG AT CURB, TYPICAL AW 111TIEC"WHE " SPACE PLANNING 8. EXISTING CURB TO REMAIN 1650 S.W. Beveland, Suite 120 - --------- -- -- -------------- ---- •I Igard,Oregon 97223-8692 Voice: 503-244-0552 SW O ^ f ax: 503-244-0417 f fac, m ® x•— x—.--x • N 89'38'001 311.00' ` 1� N 2' 0. IORO Li - I 1 1 1 1 Curb Types . I I I I Y OF N n g O00 Z O ❑ ° l ; _ _ _ _ _ = EXISTING CURB TO BE REMOVED II I S 89'26'10"W 153.89' �_ i I - - --- - EXTRUDED CONCREYE CURB. SEE DETAIL 9/A1.2 II I I CAST IN PLACE CONCRETE CURB, SEE DETAIL 10/A1.2 O ■ S 89'38'00"WI 20.00 - ) n 0 II I It I I I I ° II I x r,__�r_ - - , 0) IIS - x 4 1 a .. — - 6670 ",'.z 6600 .I,':•.. o II 1 I x Owner: PHASE II PACA I; 2 ❑ to 3 1 11 PARKING 40 01. 11 Propert ies, LLC � O1 o II 1 o II I I 4 PHASE II n II ' oCb — RETAIL ;r. x • Il 6600 SW Bonita Rd 0 • BUILDING j• I , Tigard Oregon 97224 , SF r• 2 4 _ 862 I AL2 . Fr' 178.28 II I x • f' _ .•. II I K 0 II I I PHASE II 6 " ; f PARKING ►- II t II 1 i x Project: Paul Schatz Furniture II 5 I' No 11 7'-0" Maj II ` •1•� _ � I xN 1-71 Retail _ •' D 'a ,- - J ' x Building I �I 6670 SW Bonita Rd 4 II PAUL SCHATZ I -- Tigard, 7regon 97224 23,486 SF 1• _' x W - -- ------- - I I �I Q (— ❑ I w"on° ° O Q I �, — ; i Sheet Title: x Site Plan ��• : I z 8 ~� _ry 1 J '�' ❑ 1 LGADfq g o , THOMASVILLE $ }--- — 16,143 + 223 �-- ❑ ° 16,366 SF L ° 29'S7E 00.00' — FF 178.28 FF=182.28 I x I 6660 II I I I Ix _ I Revisions: I I '✓ I I I I 1. 18 September 2007 Plan Check I 2, 26 September 2007 I I x Construction Changes '$ I ' , ---- - — ■ —- _ - - -- --i �x MD"D,INOESION P.C.. 2007• ALL --x— - - x — a�� — _— - �� _�� — •- — — — — ' VED V PROPERTY OF S 9'36'4 400.19 ~�—.x--/ MLD DESIGN GROUP,P.Q. AND ARE NOT TO K USED OR REPRONCri IN ANY MANNER. IDAMPT %M TIL PRS011 WRITTEN PERMISSION OF MUMN"ON COUP,P.C. Date: 27 July 2007 Drawn by: Checked by: n MRW WEM Site I- Ian Job Number: 106051.02 0 5 10 20 M40 Sheet O 5 Permit Submittal - July 2007 i A 1 . 1 I Ila MOMy .. ,-w,,......+.,. .... .-...e.r,..,,:•.. $!k7� q;zryyp^Vie P',YSY.. : %Xa14dP: .. i,., — :r ,, - .. � .. w•nn.. . R2,.Y`I\" wMIMMMwOnF+•n,np'j.NF ... - 2 -. .. Re.;YRIIr.YRfi r' CrlMyYVw___ � .__. �� ♦6G M±,1I•PyY#'f/M: � f"" :'..+ � r ;; , marwmm• T„+y,u ��e ' ., lray�+1� 41 90 - �'� L.. r - Y d +rwr. ..run.r. +,,,. ,r..,. w•..sMN.w•.rrM•! ....w, -w:e+.Wr-,.= a ....., ..;,.;;,....:tiwr•rwo«e.+.n.►•w,.,...•.....,..,.. . .r'++Y'„r:a--•if•wrnwvarw,w'.w„,.+•Xa,..•w..u .^^'►,.ry+vwo- ,, ,. ...., ;-.- ,;......•a,e...r-.ro.. ..,..r '+-:er.w -.....w +r-+uw. re."rwerw.-+,.o....w+ , vr.,.r.r ,w...rn•.k•r.rrsr.....r.ww•.efuu...aw,nw+.nrvfw..w..i-wr.•+rw.wr+Nrrs '•ey+Mn•+^t. .,ay 9;W: R " <f„ 21'01 \ _ _ -- -� • '� - \ _ i7 r� 176.ti' �7.2• 177.3 O 11- G �.�•.-.:aL.. �' - �_ - �_ '..._�. a ,_1 ) ; ,if 1-R , C-, ! p ts0 9• f/� - ' ' = '� 177.25 C F k> X - ' -- � 1 F 7 s2 1 80 NG "✓ 17 1 'T(_� 178.20 TC `, NG g 176.75 G E 4.05 c LIP 17 . 0 G (E) 1: 77.70 G (E) tet 6• .1, o + - ---•_--- 167.06 c 66.91 � I LP I 175.76 G / �� -TRU CU / JE 't i` G °, .+i 6 abryh► N 7 16, c I 1- I n � _ 1 I -- - 1 9_.90 C r AC ` / O 170.12 C A� ;77.45 �fC / 9.40 E 1E0.40 TC - F� i x6.01 i 178.•45 f 19.9 1 9.90 G t= r At- 0'' 175.7 G 1 95 RET I 1 o ^� 175.07 I I - 177.45 G � 1 178 50 TC 180.10, - 102 EXISTI4G CONTOUR - 1 FOOT INTERVALS 177 95 TI 174/s c 76.x8 cTC SAWCUT178.30 6 1 100--- ---- EXISTING CONTOUR - 5 FOOT INTERVALS,s3 3 c j � SA T SAWCUT Ac ;° A U � .� 178.00 G 177.80 G E Ac 1G a� 174.00 TC,r a •179.16 163.31 1 \ % 178.65 TC -102-- NEW CONTOUR - 1 FOOT INTERVALS a 164.30 c, i 166.80 c / �, (73.50 G ,�? / 176. TC - rn 1 16683 G G-" G^ 1 7 , ,. 17603 G 1 G 178.00 TC/G 178.00 G 1 8.15 G r_ 179.60 "11 u _ _ 100 NEW CONTOUR 5 FOOT INTERVALS 6 1s `� O I 172.00 c _ =- -- - 177. 4 T 17 177.90 0.35 TC I 176. s 476.84 G (E) 9.85 G 17 . TC 178.35 TC , 100_00 � � ` ,�o I 177 48 TC 7. G E �s1�•35 TC 1 0.40 TC SPOT ELEVATION k I 176 98 G E 7 XG 18.85 G �'� , t 172.46 TC 1 1 G E CB 2. 170 31 c tory.90 G (E) V 1 y8 JOD , % j / 1' s 11 I 1 0.60 TC I OU-0� CATC 1 BASIN RIM ELEVATION O 1 F1i 1 6.64 R _� 179.85 TC 1 0.10 G 179.35 G P 1 0.70 TC MH _ MANHOLE RIM ELEVATION p ' 1 2• r`" s 7• 1 .20 G RIM 100.00 0 7.4 "c 178.25 1E) EXISTING ��D�PNOFfSs � ns 1A 175.60 177.90 TC/G 7e• ■ CATCH 15504 ti I ` 7� SAWCUT BASIN 177.90 TC 177.40 G E) 178.00 178.25 m �?' , 017&35 .20 G� N MANHOLE 178.04 TC 177.90 TC/G `� so'oQ ' �� I • 1 r 2s.�� 1 • 176.0 I `2` i' 173.40:'T I 177.54 G E 180. I• 172.90 G 1 17 .1 178.00 180.25 G KOR 170 9� r. 173_40 TC 1L I 172.93 G 177.90 TC/G �I EXPIRES: 6 30 09 . 172.85 TC 172.35 G 17�L Q / 180.80 TC I!If i a. .l< ��S 178.00 �r'1030. iQ.30 G 1 �.20 TC 172.35 TC/G 7 , ' '75 n 180+o 6 q�, I 1 0.70 G 180.90 TC ,Pn 11 I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION 177.95 TC/G sw-os Tc 180.40 G AND THE PROJECT SPECIFICATIONS. II 1720 TC .-I :� - 7 180 55 i ' ,Ho»`• •- 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED II 172.00 G (E) 1 180. 5 TC N CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ! i 180.55 G 180 90 T("n ALL TIME'. II a FF 178.28 180.40 G (E) ti, 40 3. THE CONTRACTOR SHALL NOTIFY THE OREGON UIIIJTY NOTIFICATION CENTER, et a 170.74 11 LP NG 1 1.3C TC : BUSINESS DAYS PRIOR TO ANY EXCAVATION, BY CALLING 800 332-2344. 171.2 7 c a FF-V3.60 481,10 TC '6; ',� 0 ,� � 180.60 G E I, ` s 1 0.81) G Z 170.70 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES (� 1 I Y I - SAWCUT j SUCH AS GAS, TEIEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM VAULT Q p( • 175 6• i�� j LOCATIONS WITH ENGINEER. a 5. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED c -181.50 TC E ! 0 EDcn ,85 TC 181.00 G E .9,• OF CONSTRUCTION PROGRESS TO fACIL1TATE SITE OBSERVATIONS AT 35 G I I REQUIRED INTERVALS. 24-HOUR NOTICE IS REQUIRED. 181.75 TC II 182.46 6. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY SAWCUT I _ 181.25 G (E) 1- 1 2.00 TC SURVEYPREPARED BY WEDDIE Ac ASSOC. DATED AUGUST 2, 2006. I I 173.40 TC 180.55 172.90 G I °o '� �° 1 7. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT OF THE I' ' I I - GRADES SHOWN AT SUBGRADE AND TO WITHIN 0.03 FT IN 10 FT AT FINISH 173. 0 T 7 nN 1 T II R GRADE. CONTRACTOR TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN 1 2.40 TC _ I ! a ,t31.60� I 1 ROUGH GRADING. 172. 0 G 1711.90 G (E) - 173.50 � _ 1$1,10 {3'(E) r � 4= 8. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE PLANS ARE ! ( 1 D °" H . G i FINISHED GRADE, WHICH INCLUDES SUBGRADE SOIL, TOPSOIL. SOIL L! wM L e ,75.H• ' 181,8°. TC ; AMENDMENT'S. ROCKERY AND RUNOFF PROTECTION CONTRACTOR IS _ 170.61 4 1 181.35 G E '83 n' RESPONSIBLE TO COORDINATE GRADING WITH BOTH EXCAVATOR AND t N ' ,'' 1 Z + SAWCUT 1 �A y 182.20 TC 3 LANDSCAPE CONTRACTOR. n +` � TC v ` _ a 81.50 181.35 G72.1 I 181.70 G --- F7o.dIkTCH\EXISTIN 1 1I .1 �ti' .]rl�].44 TC/G oo II z c.j CURB I 173.50 lZ ,e -J 7 Al Q I173.00 G (E): 1t Jl P. J 173.1 C E 1 / g 182.15 18Z.S GC Ac 1 '�ttr �< 1182.95 TC1 /J.75 • 0.o 172.66 G (E) I � ,7,07 _ , J 181.44 G O r 7 ,53. �n��- =_� i 182.20 TC ;. O (1) I 1 ie_26 it1 H Fw , 1c181.70 G / 173.86 G `� - 182.30 7 3s c 162.20 TIC sb c / TRF 181.70 G - -1•n.r 3 G - �• 1 i �•� �I 182.75 TC 74 12 \ Q 170,77 c SAWCUT � f � II os 1c' � 182.25 G �►�---_______�=- i 69.6 170.53 G172.90 1'12.60 TC / I 173.71. 174.1 C 1781 _ - � i 1 . 1 177_.10 0/19). I 7 13 `v v 7 11� "_ •, �� 7, `i / i •^� 175.50 TC 1 sa.1 p �' �' ►` i 1 175.00 G 173.00 TC i j 182.05,* ! 83.25 TC 1�/ / 3.50 G o j 172.50 Go / i / 18Z�0 G �i 182.4 1 i 182.75 G 171.99 G I 181?98 I /� 1 172.95 TC + CB J 71.99 _- 182.20 G�I 11772.45 G 7 i • '`a I 117.34 TC Eo RIM 1I .50 1 172.48 TC E 182.25 , 1-82.00 TC �� I 17 iji • 170. 3 181.50 G V_�- - ( i , 1 .10 G 176.8 G (E)� As F� e 171.98 G (E) ,82.75 , '�w ! 1�vV ;` 4. LT I .�L -- 10667 r; 173.6` TS 182.50 TC 72.40 TC I 1 4.00 G ' I 175.40 1 .2 0 173.00 8S FF 178.28 FF-182.28 - 71.90 G (E) / i 182.00 G�7nn c V�.0 U 1' 0.7 0 •TC 41., 173.65 182.20 _ - N0 _ •al,n ,w /dry 182.25 ' 182.95 TC 17260, 176 '• 176 -,17j i �l 173,70 181.65 TC 182.45 G 17 .35 TC 1 .30 TC( 178.20 181.15 G I 112.4 7 2•,' F 169.85 + I TC / "' 171.95 G B .� 1 G 17t.A 2.8 _� 174.80 TC 182.15 M 1 1 183.50 TC - ''✓ c I 174.30 G 181.75 I s 183.00 G171 A ,s 1 x.1.0 TC 178.20 AFI _ i i°D _ r ' O) Nn �� \ D G. -�.15� a 9• '.( V) C ro rJ 0 G 174. Tec I 1 8.10 T / 181.9 I' ° 1e5.'a 122.4 �- S t ,� 178.0 / 181. s •'� FF-178.28 Q �f' k� G .6 G I4Q �, a 184.00 TC 7 F.1'-� ; p o, �•. 1 , 178.1030 183.50 G - - - �� © x l� ti�h - - _ - 1 - - - 0 ,H 4A � 4 V 167. Q 7)> • 1 B• / BA • _- I • \ 1>}J1';u 1143E ORAW$M AM 7E PROfMTY OF Qy 1 o.. 190. 9, - 8.'0 ' � f.' 179 ! - H'..f I �� \ 1" "A ,f T.Y.AMI'F1 OONl81.11NO ENOEERS SIC. ?7 �1 -181 -• 11.3.5 ` 'ITT � � Po a1 OF T.M. n� tri • • -•f 188.7 _ �T 173.60 IN ANY,ru O ro I u�o Q IFR" 17500 7}, 183 _--�� ' :' H".� 0� 001Il1L1M9oIv4[asMc cB 1 d - � � V � _ � ,7O 4 _ ,, IR?.2t>• Tc � K T 169.40 1 _9 �,� 6.0�, , 1 `� 7 r '0*►7q.n NG ?� PG.<A ! ; ,yt ITn'i• /� � 79,a � � ` 181.8 0 G 181.70 '\G N� �� ^ DATE: 1�me 26.2007 bf,c r N•_-� c 5 b4 ' , � ` .` '�. 7 ! ` -TH. _v191. .e1. 82.75 G ,�4, p 1-P 185.7 172.45 j FILE NAME: CLO.dwQ --- 1 -t \ a j �,' y 1R5. I^i- • DRAWN BY: SAD ` - 111).4 - t 98.5G CHK D BY KJF( 170.25 TC ,ti" _ _.__ �__ ~ \.. --�® `�' _�_ ° - - _-1 t ; � H f .15 ii 169.75 G 172.55 TC `-_-. -_ `'�,,�=~ _~ 1!8,40 Tc - -. _ -�_19a 1 -= PLAN s y f 172.75 TC 172.05 G ^^0 ^F�• 177.90 G "1 1�,� ` 0\ti.�lg3"30 C `y` A TC j SLE T ■ 10' 172.25 G N1011'ifl 178.20 TC j� 3.00G 0G � • 19x.5 I 177.70 G 182.50 G 182.60 G 1 , �\ Cleo 1'%.MADM PLAN OF �a r - ea \ . 196.3 Permit Submittal - May 2007 rRowTN, \ U73 Rill �. 1 Hn 1 xe11.1RT'RM ,•'!,M',IY411•1'M,:aM•' r d � . Fffflu',711alilvIET110 .41 1� ...aW.J,.Y ..t 7 �• ' N • • , ' •• .••••-•. ...- -•w,-.W-... ......: r.vr:.- e...-eA-..w-.u...r•rvr.w-ra.+...r.•-....u,,..s+•e.+ wrr.rt.wrr•+aM✓wYnw... r v+rr+..r.•carte+ .+rw.wwwr-rwr ..-. ...; ,r..wr..._.,y,4.•^ +•. eM.Irw+-M•,«as.rnwr. ✓.Ji,-.•.v+ .nwrr...w•+r.w•uw.•w•^IMY .ea t1Li..Y.�wMlwrW+-niw•IW1yY , r- IyYIYY> bYlt..►uia..wwrY•`WYUV•.O.Mr� V aMMP•M�•wexnF.�r+IWr... . I.•n--••...v 9`YM+ lW.•YbF.IY`. MrYw. •4M ,•� n., 1Y.ur.lY rr+rvW .Q-.., vrr-. 4..I.MMh ..IY.rawxlYa!'i. '+••..s+sC►.er a w Nt,A . ru r. .iarrwrY,a.91iM6•'Ir'/..rIM�1r.rMwwrrr-Muw,MMfIYMIYMYA,aY1e.M4wcw-.`.•a...n.v/Mrd.^ .I.w••+oM1r- ...rk* .Fw.,rxMr+em .Y ,- i,• .• u•-'- tra.t^.r.wY- 'Jr awMa.rn..... a.•c-i. �\ �. I{"B,IIrYi��. -.elY�11r.�.o.c••., .,.- _ .. e..P M•A. -. _ _ - 'rl. 1 - 61.. �. f O'er a• AP'P IVOV90 FOR CONSTRUCTIOt► ss BY•CONTE W SIX E� y! ' 67x] CA TROGES QITY PF TIGARt) 89� 89.75(RA EOST. 'E'� ' 0p 1904• .. ; - D Q I � 163.10 (10• _y lersz y No •nes ;1 Rp Cr 16 (12 Ar 'b � 1 1 a.b o AN 17 N0 .A F �� s, u t 1.a• _ A+AT� x-10-0 3 :+, •• u u ePze' t 7e. ��,� �9A 15 1 STM M F511.oto °1 IG_ - 7a c 1 n. / n c •�ei ' CGEM x ddd 'n IM 1y �]G�.91 l S)(E) LL Fn Q+� - - - Ifi�"( .gq �2• E) E%S - REMO M - 1». o W l X t .• 1».a1 674 s c m.4a p� IaJ.n c 10' D.R7R ,^' 0. m ^ 1 •� 3$ - - INr 112. (NES�� - ,h SD 45 AC N SANITARY SEWER UNE NEW SS l7LKlSK SS r n AyAA tc lae.ro a h o- aA,p•• - •t».1e ( STORM SEWER UNE o 0 aa'zli a�XY°r• 12 TM E :� I �' I».b FIRE WATER UNE W LP E�z gyp' tee.ti t \ ` - ...Pdd 1 It V DOMESTIC WATER UNE ELECTRIC UNE - iIW y� _W ^ _ � 1a 7e aee - t1'ra \ ISN SS �Y.t b 6• 17X TELEPHONE UNE --I- 177A T ,_T \; 1�••jy V - ^ 177!7 7tR`0 NATURAL GAS UNE C .-- -E--- - 6.1 ` 119.3 1: S B tl I 119 6 t 0Into- Oo P A H1'OOR vA�R As EASEYENi / T. RE v 1 an OL + IMt1 0 1tl,t CATCH BASIN ElE:ATORS CB SSNH RW 162.92 PER P \ N9 EI 97.00 E 10' 15701 (E) IE IN. 18303 � E 38 80• S • ,a I r; t IE 10. 156.60 M ,,(( H ))Z MH IE OUT: 163.15-j1 W3 Rid-1 3. M .4 AM „: I W MANHOLE ELEVATIONS RIM 100.00 PLUG ONE TO WEST 1�RE00 PRO 'f CORE AND INSTALL NEW ,5p p• ) ` W IE 97.00 te0.M uS +oEW�� .GO 12• PIPE NORTH ,y I. 1».9J ° EXISTING (E) V IMAM. 0 IE OUT: 163.35 (12• N) I 1».7e• DOWNSPOUT ops + dM¢ CLEANOUT •GO GE 6' SD 79X se w YMNIIOIE 1lepop 'kr tw la¢.¢° �4}Y AT HBASIN1 AFH .F 1°• `t I b GTW BASIN . 'R( KOaOG AARP 17DOUBLE DETECTOR CHECK VALVE ®DDCV EXPIRES: 6 30 09 n¢, s c I TM FIRE SUPPRESSION FOR / a 151211 BACK FLOW PREVENIOR GOOF T.B.M. 190.67 Tc TO IN rn 175° EXPANSION NORTH BOLT OF ACP FIANCE 17 /ltl.b 0 WATER VALVE •WY OF FIRE HroRON'T BE PRONGED FROM FISTING Y- ELEVATION - 174.75' (WASHINGTON COUNTY DATUM) N BUILDING FIRE PLAN,SYSTEM. w G ,A 173 ' DI SEE PLUMBING PLAN. ___,_ 190.49• • DE NTI 4 PIP 601 GBIRML NOTIM GQ A � FF 178.28 '».74 u 67.2) Q y A 'A 1. ILL WORK SHALL CONFORM 70 THE REQUIREMENTS OF THE CURRENT EDITION OF 7jA I W tr THE PLUMBING C O N ODE. DADS CODE. AND THE FIRE CONE TORI(PROJECT ALSO - CONFORM TO THE STANDARDS OF THE CITY OF TN�ItD AND N PROTECT p Q SPECIFICATIONS. On 175.8' N I 2. THE CONTRACTOR DSHIAUOCUMENTS HAVE A FULL SET ND THE CURRENT ACT SITE •; C7 E%:STING CONSIRIICTON DOCUMFNPS INCLUDING IDOFNM ON THE PROJECT SITE AT ALL IE: 7.10 15091. FARES. WW p DIJI�CING _ 3Q B y S. 3. THE CONTRACTOR SHALL NOTIFY THE OREGON UfILRY NOTIFICATION CENTER. 3 I CONNECT TO EXISTING »a.4e BUSINESS DAYS PRIOR TO ANY EXCAVATION, BY CALLING 600 332-23N. G WATER 'A MA CH ♦ !e• A CM N RM 170.51 ISTI C R N g I ,.� 'e i� �XISTINC SERNCE SIZE AND �0 I 4. THE CONTRA" IS RESPONSIBLE FOR CODIRDIHATION OF RE ATE UTILITIES SUCH d P INSTALL PRIVATE WATER METER j I AS ENGINEER. � E. POWER, CABLE TELEVISION, ETC. CONFIRM VAULT LOCATIONS AND BOX. CONTRACTOR TO '^ I VERIFY SIZE AND LOCATION _ -r I S, THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF A - '-- PRIOR TO CONSTRUCTION OR w, CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REWIRED SBMN RM 171.58 EA ORDERING MATERIALS. ---- - -� 1\ INIflVNS. 24-HOUR NOTIC'. IS REQUIRED. O 10•PVC 114.06 (N! 7 F a. »t.¢9• 151.]9 0 IE 6' 114.12 (E)Po41e9.e1 O 6. THIS PLAN IS GENERALLY DIAGRAMMATIC. R DOES NOT SHOT EVERY JOINT, BEND, C85 IE t0. 154.05 (5) Y 7 H, - --_. •e, ]0.1A7 FITTING, OR ACCESSORY REDUIRED FOR CONSTRUCTION. A » 0 EzA.FV � \ � '• �0'� _ •• \ 1 48• ACCESS MH 7. CLEW OUTS SHALL BE INS RUED IN CONFORMANCE WITH PLUMBING CODE CWPPER Y PIPE) CBS N RIM 170.80 - ,,•>' ° .,� tl SEVEN, SECTION 707 MID SECTION 719. NOT ALL REQUIRED CLEAN OUTS ARE RIM 172. 80 MATCH EXIST. TQM 0 4 SHOWN. 50MH RIM 170.32 Repel ¢ IE:165.60 IE 12'PLP 113.33 (N) / �,�, (( /` '� INSTALL 2 FLOOR DRAINS. S. ER5TING CONDITIONS BASED TOPOGRAPHIC BOUNDARY NIO U11Utt SURVEY .• IE t2'PLP 153.52 5w) I u CC N� 0 EXIS NG ]- �` ,a A 1��'� PREWIRED By MEDDLE Al ASSOC.IXDATED AUGUST 2, 2006. 4 BP DRAIN. CONTRACTOR ^J NTRU ED TO VERIFY SIZE ANG _ 9. THE CONTRA" SHHL VERIFY AND CONFIRM EXRR)IG CONDITIONS. NOTIFY LL IE 1J.'PVC 16745 (NE) , 17°t7 LOCATION OF EXISTING DRAIN. _6-EERFORATED "+ � � �+ I I ENGINEER OF VARIATIONS IN CONDITIONS SHOWN ON THE PLANS. POINTS OF IE `•PVC +66,+9 (NE) % I a/ NOTIFY ENGINEER OF 78.26 .x° fl6RI 'ETER DRAIN CONNECTION TO EXISTING UTILITIES AND LOCAT04S WHERE NEW UOUIRS WILL TO IE 4'wC i65.4R (NE) �` 167, POSSIBLE CONFLICTS. 17 IP.° 177.00 GROSS CpgTRUUCCTTIONNGORmORRDEESSHALL BE v, RING MATERIALS. FlIT IS THErY E CONTRACTORSRSRESPONSIBILITY 171. c L TO SCHEDULE POTHOLING SUCH THAT IF CONRICIS ARE ENCOUNTERED. SUFFICIENT 17¢.67 l x TIME EXISTS TO PREPARE MODIFIED DESIGNS AND HAVE THE MODIFICATIONS J ta•.9 O� a / _ .151.7¢ 1 APPROVED BY THE JURISDICTION WITHOUT IMPACTING THE PROJECT SCHEDULE t \ - 1q.t 1».»• N• qa.t] 1».71. q1.t _ 6T. c 71°t.M 0 A y I/ 119.16 10. STORM DRAIN FRTINGS ARE TO BE ECCENTRIC. \` ' I {A # .•e • �'P 'Y;'° - . 1e,. v 71. SITE ANNORT NAS BEE11 WITH N-0.012. 0. THE RATIONAL METHOD. PIPE SIZING IS BASED ON MAR TEM FORMULA MATH IF ERENT IF THE CONTRACTOR O DESIRES TO POND Coo ,I / PERIMETER DRAIN 1e N SUBSTINIE MATERIAL YII11 A DIFFERENT N-VALUE REVISION OF CALCULATIONS WILL } p IE: 177.00 .. 19x.50 ¢ .A! tµ,� REVISIONS. NECESSARY. THE CONTRACTOR MAY CONTACT THE ENGINEER FOR THE 167.9 L1 j° IF `•wG 165.19 (NE) -� - . -. -. J ° • 189. .t c 7199 8• SD O 1X Q _- z°°• A t2, DOMESTIC WATER BUILDING SHALL BENN5TALED BYES AND A�LIENSED PLUMBER ES BETWEEN THE WATER ME"EMROYED BY AOTHE LICENSED 1`P a aMiA ..-+eow 1tls °P 1e9.s7 0 a s 4'� � PLUMBING CONTRACTOR. e' HIM D iLHCE u I FF 178.28 FF-182.28 13. UPUTIES WITHIN FIVE FEET OF A BUILDING SHALL BE CONSTRUCTED OF MATERIALS 190.1 X47 8• SO O 19X 1e2.M c 155.3 » No APPROED FOR INTERIOR USE AS DESCRIBED IN THE CURRENT EDITION OF THE t PLUMBNG CODE. 14. CHANCES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE 10' WIDE USE OF APPROVED FITTINGS AND SHALL BE OF THE ANClES PRLSFHIED BY - PUBLIC WATER LINE MCNi WX ONE-SIXTEENTH SEND, ONE-EIGHTH BEND, ONE-SIXTH BEND OR OTHER APPROVED 1a.s 171. 1 .s• I PER PARTITION P X%N P VIDE ACCESS. _ FITITNGS OF EQUIVALENT SWEEP. B n IN BOX TO PROVIDE ACCESS - I > gA •lel I SIZE OF BOX TO BE DETERMINED IE: 179. 5 15, INLETS AND oURETS TO ON-SIE MANHOLES SHWI HAVE FLEXIBLE CONNECTION NO Q 41 CLOSER 1HAN 12' AND NO FARTHER THAN 36' Fl^,M THE MANHOLE. em' •1675 xo a , O 2X INSBY TALLATION DEPTH.NTRACTOR ON FII _ t ° ^7 LP B° SD 10 N0 IE: 178.5N1 IE: 178.80 8• SO •A 1tl.7A 16. MANHOUS SWILL HAVE SMOOTH, UNIFORM WATERWAY WITH CHANCES OF DIRECTION 6 0 8• SD O B.7X CDIIC 8• SD O 0.75X 3 / v Q1 •0 C MADE MAIM •.# APPROPRIATE SWEEP OFFSET PER THE OREGON PLUMBING S, I I PERIMETER DRAIN ° 34y' SPECIALTY ,DDE, 1bA6 MF •A}�, ) X IE: 177.00 157.9 �O 1 4.0• , a T _ _ _ _ _ _ _ _ 1 0 153.49 a 17. PERMEIER DRAIN PERFORATED PIPE TO BE INSTALLED AS SWORN. BACKFILL TO BE Mi vAeWr WR M 111.0111 R OPEN 1 ee.7 170 174. . BE UNDO WITH DRAINAGE FABRIC.ORION ROCK PIPE TO FIVE DRAINAGE FABRIC SOCK AND TRENCH TO tx I.m aSrAeR olome n¢ N • . I °.9 177.7 •teJA ,�./ M MIY WMa D@i WIN M 111V51 M M[901W.WIDPIee9.l® r� ^ ^ 167.9 /'.1 1 ,1.0 -184.4 •156.1 AW710r AVM.W R TY. Ww[7 RIM 1 1700 179.¢ \1 79.9 179,. , „ry - _ __._ 155.]9 fY.LR19oomm IE: 167.40 7)B ie90 (\ X161.8 •1°x1 ! 119 DATE, 1"2433 155.51 r4 16. 4671 • 177 .lt 1• ) . 1 La Ag, 1 1 N Itl.N FOE NAM: c3.0.aw° 1M.ae DRAWN BY'. SAD _ SHAFT as 2.3X 5^° B� a` - � 190.71 /l/•�e`�/�/ 'lop . . ,o- •.� `�• .1M6 //ORM 2 .O I I \ V,Y, T PLM C/ 1 •,m.J *Oa * ' d Permit Submittal - May 2007 Ma9cT NP. OF M 6Y73 +tcl a1 a .... _.. . . .�.�....M,..,_.•. -,,. J^*-o+ssawl +•,,. _ .,:�PaeEtl.6Xp+an+a ^�., _ 4 OUW ffiml I �I rlwWlWll N WI l_ ,y 1 i( r`'", �hv •,C i+ 't 1 j GENERAL NOTES I i--- METAL GRATE.--RATED FOR HS-20. 8 _ (,ftNBALLAST CAST IRON PIPE SLEEVE CONNECTOR y 72'0 ( EE NOTE 8) I)STORMo7G; K CONTECH D STORMWATER SOLUTIONS;PORTLAND,OR(800)548-4667;S(ARBORpUGH,ME(87 7) PAVED AREA ON PRIVATE PROPERTY LANDSCAPE AREA ONLY PROVIDED BY MFR. N yLTER07 CAR;ELKRIDGE,MD(51PH86G) N-ACT 18. / 2)FILTER CARTRIDC,E(5)TO BE SIPHON-ACTUATED AND SELF-CLEANING STANDARD DtZAII SHOWS MAXIMUM NUMBER OF CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS OR IN DATA TABLE BELOW. / / v M F" I 3)PRECAST MANHOLE STRUCTURE TON CONSTRUCTED IN ACCORDANCE WITH ASTM C478.DETAIL REFLECTS DESIGN INTENT SAWCUT --- RESURFACING TO MATCH EXISTING PAVING I ONLY.ACTUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING. SECTION. SAW CUT AT LOCATION OF JOINT S io 3 4)STRUCTURE AND ACCESS GONERS TO MEET AA5HTO H-20 LOAD RATING. EXIST. A:/RESU . I / • 5)5TORMFILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET. IF LE55 DROP 15 AVAILABLE,CONTACT CONTECHEXISTING A 5TORMWATER SOLUTIONS. MINIMUM ANGLE BETWEEN INLET AND OUTLET 15 45•. SECTION3 FA t g° r 61 iNlEl"PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACT OR. PRECAST MANHOLE STORMFILTF.R EQUIPPED 6, + WITH A DUAL DIAML''TER HDPE OUTLET STUB AND SAND COLLAR. EIGHT INC.I I DIAMETER OUTLET SECTION MAY BE SEPARATED °° qp( FROM OUTLET STUB AT Mdlf'fD IN GUT UNE TO ACCOMMODATE A 12 INCH OUTLET PIPE. CONNECTION TO DOWNSTREAM °° PIPING TO BE MADE USING A FLEXIBLE COUPLING OR ECCENTRIC REDUCER,AS REQUIRED.COUN ING BY FF.RNCO OR EQUAL I • INLET PIPE \' 8'/12'0 HDPE OUTLET AND PROVIDED BY G7NTRA[TOR. I I _=III I °° o �% j' APPROVCD (5EE NOTE5 5 4 6) STUB(SEE NOTES 5•6) 7)PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. IF A SHALLOWER SYSTEM 15 REQUIF):D,CONTACT CONTECH o °° ' �' NATIVE BACKFlLL �- CLEW OUT 5TOkMWATER 501.UTION5 FOR OTHER OPTIONS. 1 1/2"-0' CRUSHED I ° / o r+4 AGGREGATE BACKFlLL / (COMPACTED) _� PIPE SIZE 8)ANTI-FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR,IF REQUIRED.BALLAST TO BE SET . °" 0 5 2 I AROUND THE PERIMETER OF THE 5TRUCTURE. (COMPACTED) e e t, IE AS CALLED BAFFLE h+l a�� 9)AL CTORMFILTER$REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDEUNE5 FOR MORE ° ° OUT ON PUN 2'-0' ROUND OR SQUARE SHEET INFIRM,\TION. ,(==I I ° ° '� I METAL CATCH BASIN -- DEPTH AS e c 30*0 PRECA5T MANHOLE FRAME IIII 1 I // I IIIII REQUIRED, COAT WITH ASPHALT EMULSION INSIDE AND OUT. AS COVER TD F� MANHOLE STORMFILTER- PLAN VIEW 1 5TORMFILTER DATA I I - I j I o 'u I h__I: NOTE: MFG. BY LYNCH CO. OR EQUAL. TRLICTURE ID I 1 r ° ° !/ III=III= PMI WALL TC BE 10 cA .� WATER QUALITY PLOW RATE(�) (1.2o I --III °,° - RERQUIREMENTS W USE D.I. PIPE UNTIL 1 B" BELOW z P[AK PLO\4 RATt <1.8 cf52.46 °° =III > JURISDICTION / GRADE. RLTUKN PERIOD OF PEAK FLOW -L 25 ° ^ v ° /OF CARTRIDGES REQUIRED 6 PIPE ZONE ° ° ° ,°°° " I I = PRIOR TO START OF I I- (�I CONSTRUCTION CARTRIDGE FLOW RATE 15 or 7.5 n) 15 C*4 --III__- MEDIA TYPO CSf PERLITC ZPG pkv °n ° _ PR Or FRAME AND RIM ELEVATION 169.50 BEDDING ° ° III=I I I-� CATCH BAM `�`�� ° Fs COVER(STU) ' ■ o• , e ° ee I GRADE RINGCONCRETS (SEE NOTE 4) PIPE DATA: I.E. ORIENTATION MATERIAL DIAMETER ° ��++►►�� G 1 Ns♦ f/O INLET PIPE/I 163.00 6 III,III-III 3/4"-0 PIPE BEDDING WO NOT TO SCALE L d 1 INLET PIPE/2 162.95 z' III - AND PIPE ZONE MATERIAL r I STEP(YP) - OUTLET 5TU6 162.95 !2 \ _ MANHOLE STORMFILTER-TOP VIEW 1] ECCENTRIC REDUCER Yr"O SIZE (DY CONTRACTOR) N .1„2!y INLET PIPE Its HDPE OUTLET (SEE NOTES 5 4 6) - R15ER WITH 2 ANTI-FLOTA'i1CM1 BOL' ST WIDTH HEIGHT 25 SCUM BAFFLE OUTLET HAND COLLAR �QR(. KQROG� K15ER 12'0 OUTLET STUB NomQU `5PFCIAL REIREMENT5: PIPE ORIENTATION KEY: � 4'-6'MIN °. MOLDED-IH CUT UNE LEXPIRES: 6 30/07 (SEE NOTE 7) 81D OUTLET 5'UB •O NOT TO SCALE j BALLAST (SEE NOTE 8) / 2 O HEIGHT ° WIDTH-+! �- 5EE DETAIL 2/2 ` UNDERURAIN 5TORMFILTER CARTRIDGE .' OUTLET PIPE(DY CONTRACTOR) 041 MANIFOLD OW)(SEE NOTE 2) < (~ JPUNG Q (BY CONTRACTOR) a-r MANHOLE STORMFILTER- SECTION VIEW A (SEE NOTE 6) Ll THE 5rolv5tc.wR MANAGEItNT GROAT (SEE NOTE 8) THE 5TOftMATM MANAGEheNT rL 0 I.¢� C.9.MRN2 . 5.322,629, (f3Y CONTRACTpT� U.5.FATEW No 5,322,629, No.5649.02''"°.6,027,639 MANHOLE STORMFILTER - OUTLET DETAIL 2 No.5,707.527,No.6,027,639 0 No.6,"9,040,No 5.624,576, N. 6,"9,048,No.5,624,376, ANO(TRIER U,S.AND FOREIGN O� - -- AND U.5. NO I'MI 0-4 FC C.N ♦ Oak"*_ FATEt T9 FDIDIN(i ND O PRECAST 72"MANHOLE STORMFILTcR ' PRECAST 72"MANHOLE STORMFILTER PLAN AND SECTION VIEWS ! CONM01111 TOP AND SECTION VIEWS, NOTES AND DATA 2 � STANDARD DETAIL. nOtrMY111M7FR � STANDARD DETAIL ,a mom- � a�dw�R��.swl Ml!Oq�106 euu:NdE FuNMAE:M►M17-tf►CdTL 011rrMr MMOM01®:A110 •n�drbrRlwlR.aaT DATA:0111111001 SCALL:NOW Ell taw0.N6FT-TJ/C•07L raAnRe W W d McKw.MO I i RIM-173.50 MATCH F.G. co Q STANDA°G FRA'AE AND COVER -- GROUT /- 4" CONCRETE EXTENSION RING II FINISH GRADE.- / INSTALL AS REQUIRED TO BRING LO EL. 168.55 I 6" SEE PLANS. � MANHOLE COVER h FRAME TO - DESIGN GRADE - MAX. 3 RINGS OR �----6U' FLAT TOP PnECAST 12' MAX. MANHOLE W/ STEPS ORIFICE, IE-167.40 ECCENTRIC MANHOLE_ TOP 1.5' (VARIES) BORE 1.8" HOLE SHEAR GATE WITH ANCHOR RISER _ PIPE AS `'Ei'DED WITH CONTROL ROD ATTACHED HILTY 150 -_-_ INJECTION 4'; TO TOP STEP -- ADHESNE ANCHORS STANDARD 48" MANHOLE RISERS RUNGS I in STAN�12 MO.C. 6' STORM PIPE O 0.5% 6" STORM PIPE LOCATED ON VERT. FLOW- 6.51-7 �. SIDE OF MANHOLE, WITHIN 24" OF 3" OF 1'-0" COVER AND FLOOR 4` RAM-NEK JOINT MATERIAL OR EQUAL IE IN 165.60 BASEROCK - NOTES - COMPACTED SUBGRADE NOTES: STANDARD M.H. I. POURED CONCRETE BASE-5 12'x i 2" CROSS - RUNGS 12' O.C. Q 1. CONCRETE SHALL HE 3000 P.S.I. AT 20 DAYS, 6 SACK MIX, SLUMP RANGE OF 1-1/2' TO 3'. ^ 4 OCATED ON VERT. K MIX, 3000 P.S.I.P.S,I. AT IE OUT 165.50 SIDE OF MANHOLE, 4 .8 DAYS. 2. PANELS SMALL BE 5 FEET LANG. 2. FORM GROOVED INVERT AND WITHIN 24' OF > �'� iv COVER AND rLWR MAKE SURFACE SMOOTH TO �" 0 B" TO 24" 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, DIRECT Fl.OW. 2"/FT ORIFICE, IE- 164.00 WHEELCHAIR RAMPS, AND AT SPACING NOT TO EXCEED 45 FEET. SLOP BORE 1.3" HOLE IN REMOVABLEBOLTOM ORIFICE PLATE ti -162.00 NW NARM06 AW TW PROPERTY OF TX RRREY OO OKTMO ETMCM INC. 4. FOR SIDEWALKS ADJACENT TO THE CURB AND PIVJRED AT THE SAME TIME THE CURB, Alo�NOT ro•un a RVRoouls THE JOINT BETWEEN THEM SHALL BE A TROWELEL JOINT WITH A MINIMUM I " RADIUS. = i �. MANY MAW"tam gym 97 PWM " MWTTEN PERM IS" OF T.M. FAWY 5. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DUI. PVC .c . \� �y. ,t�.:.� aarluTMo PIPE AT 2X SURAC PE. CONTRACTION JOINT 7'0 BE PL'rED OVER PIPE. IwaIEoa Mc 6. OF 3/4--0 AT 95% OF MAXIMUM - 12" MIN. OF DAT';: Mnv 19,2007 _- PROCTOR VALUE ASTM 1557-C 3/4"-0- CRUSHED FILE NAME: C30.dw1 AGGREGATE COMPACTED TO 91% OF T-180 DRAWN BY: SAD , CHK'D BY: KIK I SHF.C'1' G U f 441S 3 CUSTOM CLQ 4 4E" AG'�CE88 MANHOLE 5 C0 4 1 ROL MAIM ME 3. NOT TO SCALE03.0 NCT TO SCALE 03.0 NOT TO SCALE C3 ,90 I OF Permit Submittal - May 2007 PROJECT No.: 62'73 mop III 1 ,r.•M,/pt�i t. - .-. .")IRf;z'1e ? N,^• ..... .,....w.,■..w. _ •fit.,. R..:.t.was-:. .. ,e.,,,, _ . "'"17�1"'Y#'pM''R�Ipl�lllR!N, � * .... , M •-- • ••• � � .1 w,r'AGr.±iY!d;.RVt,°n.etr.rv.Y.,ewM►wr..■°L'N■IM'lffu:•,ui'ti:wxNVu.n•s VPS. y�•� t11M1l.IAIMI M •,vrnr++e r ' Y 1 �111r f \ `r .-. -._ ��._,.Rr.w•.«n.w■,ue,ra...ln.rn•Y■Y"...«.wr, - ,,. X41. __ +•w+n�•.ei�raa.s,w�wrw.�►.rA ar .,e«�Y.,tsMlw, J h • • ,.�•,•_. +•.+nrtiar■■.w ,ter•,.- y-„:,"+w•,p,.r,,-.�...-:0..�.".uR....•.,■h,rr"are,m.rw.,,w:,••w _.._,eat:......... .. ... .•w- ...,ww •��'t^.•!"Ps�.. •.._ -.,�.se•..c_..•...+,,...,-..•w.f.-.u:,,..-.r..,--.".o.a...-•w..�+,.r..n.agw,-.v.,-.,,.a.••v c:h+,-....err,.,.r•.w.�+rmnw,r,.r�.r,.,.•.,.+n...e�.e..W+Mwa■el.�.-w,..w.r..raa...Awa.■r"rar:a,.r.,...rr.".«w..,m..r.w �«-..r,..r+wv,sw,•.rve...n.wArveli111MY�i1 ` ;4;.- 'u I; `Y b�y y 0177 x o/F; J 0/14 _ \ 0/H 0/H �.' 7.9 - cu,I7 F►L_i^� at • 24`0I 176 �- - t7\7.2• 177.3 1 � •\� `^ ,r--�, x ��>� nom-_ � r_ rt. ..�f � �/� �/- �. %�_ ,rrr - \ ^.y \ ., _ .. - �` ` \ .,.- \`� '- ..._\ • 178.5 1 ^fb� I 1609- LEGEND 1 \ •. .%•�? 167.52 ?' 0 ,- NO y �•+ NG" , , NG 1816• �,..� � •\ r'"' - N a moo -� , 7. 6sac 3Y � �E \ /\ 102 OUR - 1 FOOT INTERVALS - i `- t� ?7 P / A \,� 180.4` ( EXISTING CONT ?r• 1 7.OS I G I I I t, n __ - 178.5 - - -- - • •' I V 89 26'7p•E 76.68' v I i LP ;� 17 7 0 - =-rte si - - --=ys_z�'--�:-- 177.48 -- `: +fir-mss--- 179. G Bi N rc' I f S. j G 189114 1175.76 Com--j "I RU CUR - r �l B. 131i.p8 ` I I M AC v Js��9 i 1 ` a i 100 FxISTING CONTOUR - 5 FOOT INTERVALS I c -�..t - 89�t61rar109[4 I o \ I I s _ _ lY9 ' NEW CCNTOUR - 1 FOOT INTERVALS T------ ----� 16501- - S _iiiiiio , I ' I _ iru -175.1 c t` I i I I I r I I ` i 102 -�- --ter---•-tb- Ac - �;1(�t -r �R, ^ z (T i 1 n" Li S 88'40.00'E 180.00' LL.I 1 ; �' -174) 773.07 ��- c �\h \� rA{ 63 3 G / r -�-- I �` I AC - 100 NEW CONTOUR - 5 FOOT INTERVALS ----------- �.._ -- ----mss--ter-• I I 1 $ 7 �� ! I 1 � .31 TG� I� +� •�� -� / �.o , /� ��\ ^0. �i 5 - -+i7.2+r• __ -� __ �_ � � �� / +4i9.+N-- (I w^ !� 1 163.02 164.SO --- '/ 166.80 G V Eq S?g 3•• I y r� `J / i^ r h I ��- `" }I - L EXISTING 1� - • O r I I ,7y.90 G II �f 7 (q S 84.04 k 641 - it LP 474y^ �� ` -7 -- I Ik_ 184.78 ti - _ F\ I 1i , 176. G , 177.67 G 178 4B G •� - 1 79.31• I C. • CATCH BASIN BARRIER „ 711 G 1 581 l I E. AC I � \ � 90.1 r C� QZ 1 2.9 VM ETE SIDEWALK NG S 79 ArY 18r, I LP '43 - •.,,.,.175. i s p L G!A , - r i Q PRO C SEDIMENT FENCE `QIF F S �\ I I I 178.7 a 6�G6 )l�4 �/ I 7175. I Li" s 21.0 \ �7F 1 75.93 G 513 NG I1170.661 G j �`: I � -` r J 180.58 T 2S. c I176.0 _ _ SRC KO OG 1711 INSTALL SEDEMENT FENCE r •� 1 I ► ti li IR!! 170-is G �XPIRES: 6/30/07 80.87 TG '..... 1 _ -. 175.0 r r ..y 180.40 G -- ��✓ s la , i e.,• 18 18 .33 G I • /� • I � � I 1 - i •�' a 1F0.h4• . AC i Nd �r I I AG I..r !} 1 NG FF 178.28 _ i a, 90 s �, I r.... 170.74 Gi ,.F I I 1_• f ' •, J 111.27 G .-'1---�.,�_ -# J f Li v m N p � I l i �':f I • ,.17(130 4- Ln 174 1 I 175.6• ----- i (7 i � J NO NG I 1 it d' 0'7^ 181.34 G �" 175.8• 183.07 FH 170.81 tl 4A�`� . 1 x.1.13` 17479 0 •� �� JD r9 �0, \ 78.28 FFcFDt I I t 70.66 G \ I ,� � 1 -.. - I ' ....._..._...� 69.85 G I II 1� , - - ^ O I 1 {{ i c d-a01 I) AC ° I O/ v•3• !73.97 H.�I Y O I 178.26 1 26 TW 182,03 7. I S V 1 / I) 173.86 G r��"_.' 17 .58 G O _... -..... `... _... •.... -... 171. 0 G �R` 178.27 l7 x it i 170.77 [ C 05 • 169.9 ,70.53 4 /1 I I � 875. 4 1 73 • tB,.ID 1 1R ',• 173.71• 174.1' G� � 1 713.1✓ 2. T 181.89 G ! A` L \ ,707s• / I • 171t.13 J - •d�a,61. �` •� _ ,%,�h gV� 184.10 �O^� a •, W �9 ry 1 i F•� 168.i o i I I I 1 i O 1 1A:..58 G NG W 167.0 / II / 1 2.56- 8H .58•BH •' 314 A 1 .75 G "1 FF=182.28 - -- - __ FF 178.28 N ez 84 G ~ 1881 SLA 5 1 �� > �� INSTALL_ CB } ., i t -, �.....,- _ , .� ..;,., ;' 1 i PROTECTION (TYP) • 16� NG `' � j. '7�.� A- NG 1 t i I • • 185,74 Ig ,��, 1 i INSTALL_ SEDEMENT FENCE 'rye rn / •� I I •b',OH rw A �1M 10 � `. 1, • 1 .aa G �MOM ME TK PROPOM OF 11�, • )a.6• 0 T.M.NMT 00%ll 7M 0191110 S NC. / % • 1 ,7 190.0 180.0 - __ - 1 .0 ,P, NO AI[NOT M K u9m OR RTPROOIIIf! T 1111714 M Pill" 178 1 • 183.5 •183.6' • 183.5 ___ J i PU MSMI OF T.M. R,PK..Y G / r/ d '1) ' = '' �1 H.91 1 77 �U \� 179.0 �' t - - _ 1 163.0 • 194.0 ( t ' 0011lI1Im DR11114M 1NG 9 r•w� 6 0 iv. 79^� _ j'7s.a • // I� I DA7E: May 18.20D7 _. 18 '-T" 113;.1 r % • 1` 1 6 1 I \ 1 �T 181.8 ` Q.' EST 195.7 FFL.E NAME: C4.0.dwa _ r' ••ti' (4 1 n 11 I 1872' Y 1 1. in, 785.0 �r DRAWN BY: SAD _ % % 17 - I CHKT)BY: KJlI ,\b q ,.��e ;� �� ,0g �p dh� • B4.t _ I 186.56 SNFFf g _ --- _ ___ �- - ---_ _ 7 p f 825 -`~►` t pQ4, - -_...--- �'_-_ ____� -' _ �e4.) x � 196.'7 •�� -. `tiC ,ar ,a�' �0 �' ,:1• � _ `' • 180.5 �� 1e C4 ,90 ' I \ s10ALs r - sc► Permit Submittal - May 2007 PROJECT No.: OF • I � • 195 s "RIP lop - ...... . .. ...,... .:, •,: . .. .. ......, .r..,.•MA•dlwrn•n,w•d;e ......•.wm,,,i•✓•wG.nwViaw a[r, . H,Lv.W,.. !. rtdN,Mddd .w•Wld•�Y•�IIM .,gn••dddiFr. y( . wy..ygw»+r»•»..... _ � .;. .ti .,•+m•,•d••�MApwr. .... .o..�...+daaa..�orwa�d,nr..�tr :.,....�Y.. .0 .. �.• - .- 6'� .�.,•_, r- m. elm• �k I d ' • t f I r u M-..uV r.i . _-.___ - .y�, Ya 'ti•*M_e+ww•_vwMnYI. -o.w••Nwl-Yiw.a.....w.__s•r•a a_ot•.•wsww.sw _..r .ta-fa..s..r. lf.M..wMw•n.nwv-u✓• r.m.. /Mi. ..a : �, YY+en++�rM•IMYMf�'.t•bMn.W'.•.I�.dt•'w'!w...MM •.ww.nwr. '1JF... - • s.w.•.ary� d Ahl ••••d•,•'••r•dddw•MHMa_d•••d.' -+.»r•»,.h•s.-.y�..+tat. .. w•rr -K .w eln } a.w+ur.eaww.new•:+.+.wrt-nc.�.�.�.. r:�•-. a-•••..aM.a^"»raw..au rrr..aw:ra' •>�+w�1��'M+°/i4�.d� w a9R.rw.rwwwa+r..�r. '.�+/r.'�`•-_ i' A SEDNIENT FENCE CONSTRUCTION NOTES EROSION CONTROL PLAN GENERAL NOTES s 1) SELECTION OF FILTER FABRIC TENSILE AND BURSTING STRENGTH DEPENDS ON THE SLOPE CHARACTERISTICS. THE 1. HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUCES THE $ USE OF STANDARD OR HEAVY DULY FILTER TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. FABRIC SHALL MEET DESIGN STANDARDS. SYNTHETIC FILTER FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF (SCHEDULE A.5.B.1.(3)) EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 DEGREES TO 120 DEGREES. SELECTION 2. THE ESCP MUST BE KEPT ONSITE AND ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE SHALL BE BASED ON STANDARD ENGINEERING PRINCIPLES FOR DESIGN. PLAN MUST BE INSTALLED IN SUCH A MANNER TO ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER THAT ENTERS OR IS LIKELY TO ENTER SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE 1 2) STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS FOR 2'X2" POST WATER, ROADWAY, OR OTHER PROPERTIES DOES NOT OCCUR. (SCHEDULE A.3.A.) AND (SCHEDULE 8.3.B.) `J INSTALLATION. STITCHED LOOPS SHALL BE INSTAILED ON THE UP-HILL SIDE OF THE SLOPED AREA, WITH POST'S 3. THE IMPLEMENTATION OF THE ESCP AND CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF F- w SPACED A MAXIMUM OF 6 FEET APART. THE EROSION AND SEDIMENT CONTROL MEASURES IS THE RESPONSIBILITY OF THE PERMIT REGISTRANT UNTIL - FOAMALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL DEVELOPMENT AGENCY AND 3) FILTER FABRIC FENCE SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES UPHILL (RECOMMEND 12' VEGETATION/LANDSCAPING IS ESTABLISHED. THE PERMIT REGISTRANT SHALL BE RESPONSIBLE FOR DOWNHILL) ALL EXCAVATFD MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHAII BE FIRMLY REDEPOSITED MAINTENANCE AFTER THE LOTS ARE APPROVED, UNTIL THE LOTS ARE SOLD AND THE 1200-C PERMIT IS �•9 ALONG THE ENTIRE T%LNCHEL AREA ON THE DOWNHILL SIDE OF THE FENCE. TERMINATED. (SCHEDULE A.4.A.) AND (SCHEDULE D.3.) r.l 4) THE PHYSICAL INTEGRITY OF ALL :AAT'EPIALS SHALL BE SUFFICIENT TO MEET THE REQUIREMENTS OF THEIR 4. THE PERMIT REGISTRANT MUST BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE nF ALL 4 Fa+i EXPANSION RESTRAINT 2 EACH INTENOEU USE AND WITHSTAND NOkAAL WEAR AND TEAR. EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, OR FEDERAL z (V4' NYLON ROPE DUMP STRAPS REGULATIONS. (SCHEDULE A.5.A.) AND (SCHEDULE A. 6.A.) 2 FLAT WASHERS) 5) WHERE PRACTICAL THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL TO THE LENGTH OF THE 5. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE C7 BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, 2"X2" POSTS SHALL BE INTERLOCKED WITH BEFORE VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND EACH OTHER AND BE ATTACHED SECURELY. PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE 6) SEDIMENT FENCES SWILL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT NON-STORMWATER POLLUTION CONTROLS. (SCHEDULE A.5.B.11.1(2)), (SCHEDULE A.5.B.11.(7)), (SCHEDULE LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS, RELOCATIONS OR ADDITIONS SHALL BE A.7.D.1.(2)) do (SCHEDULE A.7.F.) E'er WIDE IMMEDIATELY. 6. BEGIN LAND CLEARING, EXCAVATION, TRENCHING, CUTTING OR GRADING AND EARTHWORK-SURFACE ROUGHING V, AFTER INSTALLING APPLICABLE SEDIMENT, EROSION PREVENTION AND RUNOFF CONTROL MEASURES NOT IN 7) AT NO TIME SWILL MORE THAN 10 INCH DEPTH OF SEDIMENT BE ALLOWED TO ACCUMULATE BEHIND A SEDIMENT THE DIRF"_ PATH OF WORK. (SCHEDULE A.5.8.11.1(5)(A)), (SCHEDULE A.7.C.L(1)) AND (SCHEDULE A.7.C.11.(1)) INSTALLATION DETAIL BAG DETAIL _ FENCE. SEDIMENT SHOULD BE REMOVED OR REGRADED INTO SLOPES, AND THE SEDIMENT FENCES REPAIRED AND 7. APPLY TLMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED RE-ESTABLISHED AS NEEDED. AREAS AS GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. (SCHEDULE �`t��E- PRO A.5.B.11.(5).(B), (SCHEDULE A.5.B.11.(5)(C) & SCHEDULE A.5.B.11.(6).) �� G 1 a+�'fio 8. WET WEATHER BMPS: CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF 4' 15504 P BARE GROUND ON SLOPES GREATER THAN FIVE (5) PERCENT FROM OCTOBER 1 THROUGH MAY 31 EACH ® FILTER FABRIC MATERIAL YEAR. (SCHEDULE A.7.A.1.) 36" WIDE ROLLS 9. WET WEATHER BMPS: TEMPORARY STABILIZATION OF THE SITE MUST BE INSTALEO AT THE END OF THE „rtr �• SHIFT BEFORE A HOLIDAY OR WEEKEND OR AT THE END OF EACH WORKDAY IF RAINFALL IS FORECAST IN 25. ® - THE NEXT 24 HOURS AND EACH WEEKEND AND HOLIDAY. (SCHEDULE A.7.A.11.) 4'y- KOROG 10. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES AND VEGETATION AREAS TO BE EXPIRES: 6 30 07 1' REBAR FOR BAG PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G.,40 • a REMOVAL FROM INLET 1 WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. PRESERVE EXISTING VEGL IATION AND RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR c --.-- 2 x 2 WOOD POSTS, (STANDARD CONSTRUCTION. (SCHEDULE A.5.B.L(1) do (2)) AND (SCHEDULE A.7.C.111.(1)) FOAM I OR 11. PROVIDE PERMANENT EROSION PREVENTION MEASURES ON ALL EXPOSED AREAS TO PREVENT FROM BECOMING DUMP STRAP AL BETi�nr TE .� t io ALTERNATE: STEEL FENCE .'A SOURCE OF EROSION AND REMOVE ALL TEMPORARY CONTROL MEASURES, UNLESS LOCAL ORDINANCES POSTS. PEQUIRE OTHERWISE, AS AREAS ARE STABILIZED. (SCHEDULE A.5.8.11.(8)) AND (SCHEDULE A.7.C.11.(2)) DUMP STRAP �0 12. ALL TEMPORARY SEDIMENT CONTROLS MUST REMAIN IN PLACE UNTIL PERMANENT VEGETAITON OR OTHER Q 1' REBAR FOR BAD 1 NOTES: PERMANENT COVERING OF EXPOSED SOIL 1S ESTABLISHED. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX pG REMOVAL FROM INLET 6'-0" MAXIMUM SPACING 1. BURY BOTTOM OF FILTER FABRIC USED. (SCHEDULE A.7.C.111.(3)) & (SCHEDULE A.7.C.111.(4)) < O 12' MINIMUM VERTICALLY BELOW FINISHED GRADE. 13. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ALONG THE SITE PERIMETER ON ALL DOWN 2. 2' X 2" FIR, PINE OR STEEL GRADIENT SIDES OF THE CONSTRUCTION SITE AND AT ALL ACTIVE AND OPERATIONAL INTERNAL STORM DRAIN z FENCE POSTS. INLETS AT ALL TIMES DURING CONSTRUCTION. (SCHEDULE A.7.D.1.(1) - (2)) 0 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES EACH SITE MUST HAVE GRAVELED, PAVED, OR CONSTRUCTED Cq FRONT VIEW 3. STITCHED LOOPS TO BE INSTALLED ENTRANCES, EXITS AND PARKING AREAS WITH EXIT TIRE WASH TO REDUCE THE rRAC!:Nc OF SEDIMENT ONTO UPHILL SIDE OF SLOPE. PUBLIC OR PRIVATE ROADS. (SCHEDULE A.7.h.111.(1)) t�+ � � 4. COMPACT ALL AREAS OF FILTER FABRIC 15. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WATER-TIGHT TRUCKS MUST BE USED OR LOADS EOUAL TRENCH. MUST BE DRAINED ON-SITE UNTIL DRIPPING HAS BEEN REDUCED TO MINIMIZE SPILLAGE ON ROADS. (SCHEDULE A.7.D.111(3)) FILTER FABRIC MATERIAL 16. TEMPORARY STABILIZATION OR COVERING OF SOIL STOCKPILES AND PROTECTION OF STOCKPILE LOCATED a ANGLE BOTH ENDS OF FILTER FABRIC AWAY FROM CONSTRUCTION ACTIVITY MUST OCCUR AT THE END OF EACH WORKDAY OR OTHER BMPS, SUCH FENCE TO ASSURE SOIL IS TRAPPED USE STITCHED LOOPS OVER AS DIVERSION OF UNCONTAMINATED FLOWS AND INSTALLATION OF SEDIMENT FENCES AROUND STOCKPILES, 2 X 2' POSTS MUST BE IMPLEMENTED TO PREVENT TURBID DISCHARGES TO SURFACE WATERS. (SCHEDULE A.7.E.1.1(1)) b. j (SCHEDULE A.7.E.11.(1) - (3)) 17. BMPS THAT WILL BE USED TO PREVENT OR MINIMIZE STORMWATER FROM BEING EXPOSED TO POLLUTANTS FROM SPILLS, NO DISCHARGE OF CONCRETE TRUCK WASH WATER, VEHICLE AND EQUIPMENT CLEANING, i 'r VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE, OTHER CLEANING AND MAINTENANCE _ z ACTIVITIES, AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES o e P FROM CONSTRUCTION OPER ATI�INS. (SCHEDULE A.71.1.(2))COMPACTED NATIVE SOIL 18. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MIDST INCLUDE PROPER STORAGE, APPLICATION, AND J DISPOSAL. (SCHEDULE A.71.111.1(2)) O o' INTERLOCKED 2" X 2" POSTS 19. SOLID WASTE AND HAZARDOUS MATERIALS MANAGEMENT. FOLLOW PROJECT WRITTEN SPILL PREVENTION AND A AND ATTACH RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES; p P REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY; AND MATERIAL DELIVERY AND STORZ.GE I> CONTROLS, TRAINING AND SIGNAGE, MATERIAL USE, COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. �^ TOP VIEW SIDE VIEW (SCHEDULE A.7.E.111(3)) O J P n B 20. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED SOILS, CONCRETE WASTE, SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING C p 3 SM ENT FENCE CONSTRUCTION AND MEET ALL STATE AND FEDERAL REGULATIONS AND APPROVALS. (SCHEDULE A.7.E.II1.(4)) n E8G4A21. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. a MOT TO 90ALE DURING THE CONSTRUCTION PERIOD, THESE MEASURES MUST BE UPGRADED AS NEEDED TO COMPLY WITH z Lj m v ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. CHANGES D TO THE ESCP MUST ALSO BE SUBMITTED IN THE FORM OF AN ACTION PLAN TO DEQ OR ITS AGENT FOR Q o\ APPROVAL. (SCHEDULE A.71.))\ 22. SIGNIFICANT AMOUNTS OF SEDIMENT, WHICH LEAVES THE SITE, MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT O RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE 1 CATCH BASNV INSERT BAG 23. OREGON DIVISION OF STATE LANDS REQUIRED TIME FRAME. (SCHEDULE A.7.F.1.(1)) VACUUMING OR DRY SWEEPING MUST BE USED TO CLEAN-UP RELEASED SEDIMENT AND MUST NOT BE AINTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR WATER BODIES. (SCHEDULE A.7.F.1.(2)) MOT TO *GALS 24. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMEODATIONS TO MIN!k,;ZE NUTRIENT RELEASES TO SURFACE WATERS. TIME RELEASE FERTILIZERS SHOL'I_D FE USED WITH CARE WITHIN ANY WATER WAY RIPARIAN ZONE. (SCHEDULE A.7.F.1.(3)) 25. SEDIMENT" MUST BE REMOVED FROM BEHIND A SEDIMENT FENCE WHEN IT HAS REACHED A HEIGHT OF 1/3 THE HEIGHT OF THE FENCE ABOVEGROUND AND BEFORE FENCE REMOVAL. (SCHEDULE A.7.F.11.(1)) 26. SEDIMENT MUST BE REMOVED FROM BEHIND BIO BAGS AND OTh:R BARRIERS IT HAS REACHED A HEIGHT OF TWO (2) INCHES AND BEFORE BMP REMOVAL. (SCHEDULE A.7.F.6%?)) 27. REMOVAL OF TRAPPED SEDIMENT IN A SEDIMENT BASIN OR SEDIMENT TRAP OR CATCH BASINS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN RrDUCED BY FIFTY (50)% AND AT COMPLETION OF PROJECT. (SCHEDULE A.7.F.11.(3) do (4)) 28. DEQ MUST APPROVE OF ANY TREATMENT SYSTEM AND OPERATIONAL PLAN THAT MAY BE NECESSARY TO TREAT CONTAMINATED CONSTRUCTION DEWATERING OR SEDIMENT' AND TURBIDITY IN STORMWATER RUNOFF. (SCHEDULE A.7.F.111.) 29. SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR THIRTY DAYS OR MORE, THE ENTIRE SITE MUST BE z TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY SEEDING, OR OTHER 2 METHOD. (SCHEDULE A.8.A.) 30. SHOULD CONSTRUCTION ACTIVITIES CEASE FOR FIFTEEN (15) DAYS OR MORE ON ANY SIGNIFICANT PORTION OF A CONSTRUCTION SITE. TEMPORARY STA91LIZATION IS REQUIRED FOR THAT POR11ON OF THE SITE WITH STRAW, COMPOST, OR OTHER TACKIFIED COVERING THAT PREVENT SOIL OR WIND EROSION UNTIL WORK oc Imam" RESUMES ON THAT PORTION OF THE SITE. (SCHEDULE A.8.B.) TN DRAOM AK TW PROPERTY or YX 31. DAILY INSPECTIONS WHEN RAINFALL AND RUNOFF OCCURS OF THE BMPS AND DISCHARGE OUTFALLS MUST BE AM#A W)o0�r US ENhINEERs�' �Ra�Rm m�u�o a RFPROIIIOJ THE PROJECT ESCP INSPECTOR. THESE INSPECTIONS AND OBSERVATIONS MUST BE RECORDED IN A LOG N MY UMM COMM WITH W m"" VNMTHAT IS AVAILABLE ON SITE. (SCHEDULE A.6.8.1.) & (SCHEDULE B.1.8(1)) oontT� OF T.M. RIPPEY ao1�1;<im EIIOIEDlS Mc;. 32. BMPS MUST BE INSPECTED BEFORE, DUPING, AND AFTER SIGNIFICANT STORM EVENTS. (SCHEDULE .A.7.F.) 33. ALL ESCP CONTROLS AND PRACTICES MUST BE INSPECTED VISUALLY ONCE TO ENSURE THAT BMPS ARE IN DATE: May 18,2007 WORKING ORDER PRIOR TO THE SITE BECOMING INACTIVE OR IN ANTICIPATION OF SITE INACCESSIBILITY AND FILE NAME: ca.I.awA i MUST BE INSPECTED VISUALLY ONCE EVERY TWO (2) WEEKS DURING INACTIVE PERIODS GREATER THAN SEVEN DRAWN BY: SAI) (7) CONSECUTIVE CALENDAR DAYS. (SCHEDULE B.1.B.(2)-(3)) CHK'DBY: K& 34. IF DOWNSTREAM, INSPECTIONS MUST OCCUR DAILY AT ARELEVANT LDISCHARGE POINT OR SHEETLOCATION DURING PERIODS WHICH THESITE ISINACC SSIBLE DUE TO EMENTWEATH R. S c, �5 (SCHEDULE BA.B.(4)) C4 . 1 1 OF 1 Pcrmit Submittal - May 2007 momcr No.: 3273 YJfT{ F ..:,r �+lh. ;.. :_ .s...,. ,.n.:n.:.t'ra.mru...-. -.rr.:- .n•,tx>•:rc.c.v�.a.tcr . / , ••+i.^M1.w+.. .. .,.Weauwr.w.ww,.wt�y,.,w._ ..,..,....-o,u,�as„w , .,., .=...w.aa••Mw pa•I-.' ..1`5'Ir`A7i�1@M/•.•TAIIGW]'(. __<°"+Il�gl„'��► .,li.ii �IIilY7�F,.w.uM�w.r;,.... ..... ,ow•,.f.,.ten,.,.y.n:., .. .aW :. � i:'� • , •C 777 , • ` I: .t,..,.,,.,...........n-..-+.......:.......... ,..... .....-...+. _...�... ..a..�•.waw,"�.ale►...uw.a,w.+a.u.w.•+."�iM�:, ...,..,. . - ,.-.w+�!-+,.ay......,x;+......w.+.,n:w+ri+r.. ....5;.+•.+,.,Ne I►-'�,•:p,yltf.•1. ,... e•..w•--.:...n+.r,......__ ."•w....,..r.+s....m:....o.,r»...n...w.w....,�t_r.es.....ur, nna.•r,A...,ra...:.,•ew,n�w.nw, m.......•�..•rarnl4�Yi�YiMMII -.r...._... ..,,.-......,.......-,....,.......c•.r.a . .-.......r.......a...,....- -- - - -•e-mr..�..n...,.,.rw..w.w...,.,+..,r....w..n+aa..+...........-,r•. +ra...�w..«w+"+w+r..s+........,•..�,r,a.r�r,.--.-.+...r....«.,,."ar.»......w.e..w-,...s.,.ww :....a••-,,,........«...,.,«. ,M,...«r,�...ly�.:.M-.,. _ ,wc. N. 4r: .r -1 `1 170 EGEND \ `1h4.'iH' ~.''� n. ' • ' `\ "r ' .V, " ` � ` •ty.s-eV..____..__""� ./ \' _-- I iTY..'_'-_�•. - t/''''---'----•- -.'--•..._..- ;`,� ' _ Mf�,•'�_,Art./-•--BL ' EXISTING C0N70UR 1 FOOT INTERVALSt70.4 ?774.10'22'00 -v\1 Qp O `` ..%•.�.!'7.t1 '• �74'bt _ l \ M \' \ ~ , ��._ ✓` � '- /H --100-- EXISTING C0N10UR - 5 FOOT INTERVALS � A t17 7.3I � a TREE PROTECTION FENCING 8, / 6 52 1-1 +'t P 38'00' I' + y4.Eg C 1 NG/ 027 LP\ C\ NC, •�.� ._ ?4 -y - `l'-.J" ' ;o" �Q 'j . tea a' N 79251 'E 78.88' G T el If TXTRUD C R j 17.49 , i 79 9 r; °�9 /,.y i.06 70.4 $�� I I�� { i / T I . � `V B?•26"0�": itt9.}'�'. � 1 j �.(�.a i t 1 � i � i t f �' r ! � � T 1pa ^ F AC 0' �'� 1 x 175.7 Q i i / I I I P9.9 ?AI.41 F+i rp•d4•C,a^ ,1'a.n' �. f- � ?7a 5 G•- 75.46 G 1 t I t/5.0: :0 ��: .- it;v4...: - � �� =p�(. ^y"x�t•..•:,�/ - - 1 O rA 177.24• C, ,179 IS ,d 84'04 21" _ iso �". .� / t^d.fC C L 1z. 47.49- SU �?" �S50s�C" 7b/ESZ G t '+:8 :c.eti c I ti f- 179 PLAN l+ '70NCRE1'E `ili)EYINt.K r, ,� C' MG -- i _ � PO 7. j�ia I� LF PROJECT AR80RlST: +. I aM 1 i +t ttd I I 177.4 John O'Shea Consul ist ,'�\\ � �..��`' �\ + ,., n, ISA Crttifed Arbroriet /WE1877 Parcel � �J t � ( �- TREE • ,7n.e6 c ;> a #13 NOTES: ' �:y1 T 180.5? p (_ _ w ''gj•� 1. INSTALL ORANGE CONSTRUCTION FENCE ARCUND EACH OF THE TREE; TO BE 7e.o I I r r 1no.a� r � � �+ SAVED. IN THE CASES OF TREES NUMBERS 15 AND 23, THESE FENCES CAN _ '7 BE CLOSER THAN IS NORMALLY RECOMMENDED, AND THE JOINING TO RAMF G •C � � ( J 1 EXISTING FENCES AS SHOWN. an so c ' 2. REFER TO ACCOMPANYING TREE REPORT FOR DESCRIPTION OF NUMBERED .tlF l t 80.33 It• �' �t (' i i i u `, - 2� 3. TREES NOTED GRAPHICALLY ON THE SURVEY BASE BUT WITHOUT REFERENCE Q �' , i NUMBERS ARE LESS THAN 10". Z O t� f It f; j o Q FF 178.28 f ! i 181,9v 170.74Li•p Ja (� A 171.27 G sa - FF�3.60 _ � _ t, I � i ii, t I 1 / I _ � �' I .f •�' � d, Q L. � I I nN �C I Q I I' •�' "I'! � � �---- _..__ '61 AA• 1Pt.34 ff I W 0. - gal- I 05 iah, Tr 17 8 G I j I I 'l i :7✓ G I rpf 178.?'Y "1 j1 I III #74 I I j I 5 rf: I!• ! i, 170.73* 174.1 n" . i W " ., Pte`' • �':,lu II/.7. f �I i 195.5 a j i 1 I/ NG� 194 59 39.3 tea 56 �!I 182.75 Al 1 a JS '�- J E r•s -- :-� FF 178.28 FF-183.30 I j . l 1 �NC rA e tt '{ `t.U� � 1 .e• .1 . �' I • 1137 r1G ' `1G ( I 1 LP TARPPEY CONSA1MC.EW�tS MG AID ARE MOT 1D 8E M OR IEPR0o11tIo f 7 / • . 185.74 M ANY MANO DMI IM THE PROPER / /\9S /R MRTTEN PUNOSSIM OF T.M. RN I Y f b twit �, ! #10 /.3 / \�� I, November 14.moe / i _ •/�.• d.6 X11/ .G _ - -*-__� .. ._. ."_. __- .._ - I / q t � ATE PII-F NAME:: TI,O.dw¢ ~ 180.0 1,80.'.Y 157,0 0� 18 i�' • 1'77.9 179.11 180.a -- -• t..:.0 - -- Z �� O � � ". 1 T 19 . - ..--1B1•A•••- _,_ •-19��- .. i 91.9 DRAWN BY: SAD ♦ I r 1 iBJ.:i �'Id3h • Ie3.5 CEIKDBY: KJK ` #18 , tp6'., • 177.r 4 112.9 . 18:5 _ __ - ^• 18J.t r.v - . 1841 19 21 �'i 179.4 _ J N0l1TN srtccr C� L 70 r 19.4 . NG / 186.34 / T 5 X20 �1 � c ;�;:g , IR2., #22 OD rs Kt 1w•� 68. 4 Iw / /14 • ~, -#23 �n fi . ir11.2 �.--�-� 1 .0 ! . ��. 17A.4 5h 14t r 4 0, • "•"rt..} 4" 1 � ; y 84'. .4%' .1.� ,4+' ` - ,n'h. ry � y � 1 Q�� 184.3 J _�4 ..'��, __`' - '� _ -,�` •tit' ....• ""'T. •-_ .. Y ^ - _ I • _ - ► 184 1 I OF _ 1 `186.1 Design Review Re-Re_Submi tal December 2006 i Ato GV3 in r •„', Y , � >- JYtlN[�/I.�M�iMtMd►'.9Jft'lrV9f:rlSffKas..-rJv-N.1'.•JM'.a::ir.:.[nyr;..'. �• .r. + ......_.-•,..w. .. ...+.Mefrw,w.,rrr+.r...ww+.M.y....-Ir..w.r.i•,w.... _ _- .r �, • • . , , . I y 1 +�•^'"r•�4 err.ra.w...r.-•+•.e..r+r+w...wrr.,<+.+.s<.r.r-....-+er,rrw..s,.avw,.,..i.:,.w.+w+�..�•.w.w..._..,, . . V.; • w••Y•.rsa.r.-__--. _- - wrw..".A.r.«�rrl --_ _ - OYY..,:_•. n•sOlrrw,lY+e•M!-rw...GR�.�,,,�l�lli"•wa•1F.'s:0•lw.swr.•a..arwm.wGw+.w�...a... ,,;: .,..r-•ti1wr..-.r•rM+,•.,- ••.rya.++^ +.wn+1�+►r.aM+.•�.44v kxt'�Ltw•n•+.•+wwW+.ifrw�• .wo.aR/••...:wn.,"r,...µ...-_.-. I.wMMww...-♦ n.. ..r'-w,..!,:M.MVIta .M..AI�I�. N� i r I ! 8 OKAY TO DRAIN TOWARD TREE en' NTH MULCH ^� LAYER > m N r TTT'T"'•• I�� N p� • ''�3Yr�EY j^'�'�'� r'�1 W _ r- ••' •i W • top r � .�r""-; -- - -� Road Mix 39.5' FIR - .. '~- C►�tCxtilc F22.5' PPROX. 45' DIA "-� Aeration RADIALLY s -�' --'�O DRIP UNE '. l..ayer I - fv- O Geotextile A '' i '• _- • f' undisturbed -- 0 L • sou z p DRIP LINE II 0. FIGURE 7-2: PAVEMENT INSTALLATION HATH MINIMUM IMPACT ON A TREE. GEOTEXTILE FABRIC IS LAID ON CAREFULLY PREPARED SOIL SURFACE. AERATION TUBING OR PIPE AND GRAY:L ARE N PLACED G, THE GEOTEXTILE AND COVERED WITH GEOTEXTILE FABRIC. THE AERATION TUBING LOOPS CAN BE 2m (6 ft) APART SINCE THE GRAVEL AIDS GAS EXCHANGE. EACH END X THE TUBING IS ATTACHED TO A METAL RISER (STANDPIPE) WITH A PROTECTED TOP POINTING INTO ONE OF THE TWO PREVAILING NAND DIRECTIONS (N,E). DETAIL FROM "ARBORICULTURE; THE INTEGRATED CARE OF TREES, SHRUBS, VINES IN THE LANDSCAPE.' ��♦///�� RICHARD HARRIS, 2ND ED. 1992. v j tFu 69 p 0. i W 178. 178.2 ' 178/1c, Pip Q �__.� Y� __ • 18.x.5 a� 183.5 ��O \ 84.9 - • 183.4 1� 1 X83. Ar 17�i. i PD 179,4 `'$ 1 Cp 182. 1 NG 181 `' 00 I • .. 181 .2 �-- - - - - - - - - - •— — — I _ �+r- --•� I AI I ` ry $�v) i • Wit_.... � �+ � —` G \` `+-` �`. y • --- - ._ �_ _ _ WM rAAMMis AAE M[PROPUM OF ' "--- -• 1 C J 4. 1 TAI.W.9v(=Sxlm 0101EDs W. `` n -____-__-•-�_ AND AAE NOT 1D K IND ON AEAI WLW N ANY MMM DWI AIM M Pll R wtirnE!0FRMSSM OF T.Y. RiPEY -els ® _ -` •` ^ _ Oa "Mt 90004M AIG DATF3: November 11_2006 MIX NAW7 TH."It NEIGHBORING TREE DRAWN BY: SAD NO INVENTORY. APPROX. 35 ., �eY: ----- RISERS (TYP) SWEr of j 1 T1 . 1 OF Design Review Re-Re-Submittal - December 2 MOIB 40. 6275 r, . � �. 1 ,a.; Na►rln��••�wwwanrt'w,..weww .awem•>n.ne+....-,., •- ,.,r..a � �'e��...pk.�.•f4fevaMlB'a@IplWsw rraw a:. • c r "gib c ` � 54 �#M�'`Y`I• �'1��1� r � Til All ..yy., , � .+ 1 5 .vyt f .lt !1 MI.W ?d A• yY �:Ri'T+'I`, • -.A $ .ppm, +�,- ;.+r'. - , • • � ... .._._ .. ... ))� fI � 1�F F� �<.->�� C �n Y, �gy ��uu� �.C: I',�# , '•' ,'. •+•s+.rv,.•.•wr.s..... -'.'.MMww-pr..,,.�..�.e..-e....-.,ww...r.•or.M...y....u.-.weM_..+a-. esor « ..�.�r... ti._..w�s.�ac 6.......aMe�.Ms..-v.......� .t •vrs/w.-...+....+r..-.._..•�.w..q•w..w.,—+.wn....r.-w.. .�..,. .F_ +...r.._.. �-_._ { �y,�('�"�j+x�� ' aXu� ' j � Ni4::, ¢ .•nwYr'..�'IW`�+',M,M1�91M�"'.•aw...w,.wsl. �.a�Mw.w.M.t'nR4v+.wl. ,....Kwww,w.i.•at••..wtw�.w�.�t1i. ••••. .r;Al..M+'tw.--•+:�++�.s-�wi•cw�ae n•�•..ya.+awaifV-fiM�•r•.��w..�.�.I t"!'.Ny�..�► .� .r.w.-�.rm+w an.•...a!—.vr- •«.r•r...r.rs �...-..n....s+-.r.-aew.�rr...rrw � �w.mwwwr�wrf�r•�r.+r.#.IYwlr.r�.. ww.w.-r�..w,.,.w,+,.n.........e�:n+.n.�..•^--..n,.•.._...fw+.+r.•..�.a,r�.w_.�:. .. ..w..a.c.n..w.e.wroMdYr'I" q a :rrj s!µ. q �u a i` MILDREN DESIGN GROup,, P.C. ARCHITECTURE • SPACE PLANNING 7650 S.W. Beveland,Suite 120 Tigard,Oregon 97223-8692 . . jo F`ax503 `144-U4.h.572 O O O O O � >ti•rf.lt.4•it••.. I n�Nurerr�.a *@GOO@. ♦to • — I 413 8W Alder,kjoamm*w 9 PH:0032n.iow - + LEGEND - - - ! 4, 4 �iST&% 4 (3,0 ----- Aoer paimatum 'Katsura' - Katsura Japanese Maple 8-10' B&B, Well branched, Single Stem • oto • 4 Acer rubrum 'Karpick' - Karpick Red Maple VCE BR" ' ' I 3" cal., B&B, Well branched, Headed at 6' o ++ I1/319/ • - Cercidiphyllum iaponicum - Katsura Tree 2" cal., B&B, Well branchea, !headed at 6' C4VE pipdN Calooedrus decurrens - Incense Cedar 8 �i II 8' B&B, Full trees, Branched to ground f 1. - I u - •�-- Aoer circinatum - Vine Maple 10' B&B, Full trees, 3 stem minat base o il- + Existing Trees to Remain • • • • `_ /�(- Existing Trees to Be Removed - 1 Viburnum p. t. 'Mariesii' - Doublefsle Viburnum PHASE II 3 gal. cont., Full plants, Space as shown II I i PARKING C7�-- Salix purpurea nana - Dwarf Purpleosier Willow i-�-- ' 2 gal. cont., Full plants, Space as shown Owner. PH fl - U '� Viburnum davidii - David ViWmum PACA II P �L I 3 gal. cont., Full plants, Space as shown Properties, LLC _ 4 BUIL. NG I 4 (� - Rhododendron 'Taurus' - Rhododendron 4' FF 178.'L8 7 SF _ ot) B&B, Full plants, Space as shown 11 z I` * 0- Fuchsia magellanica, Hardy Fuchsia 6600 SW Bonita Rd it 3 II ; al. cont., Full plants, Space as shown Tigard,Oregon 97224 • It ` PRASE II Q II -- Kalmia latifolia 'Olympic Fire' - Mountain LauneO + 3 gal. cont., Full plants, Space as shown PARKING , _ I - 4 Myrica californica - Pacific Waxmyrde 3 gal. cont., Full ,plants, Space as shown p II Project: I �- -- Ribes sanguineum 'King Edward VII' - Red Currant Paul Schatz II i 3 gal. cont., Full plants, Space as shown -a� ®----- Mahonia 'Compacta' - Compact Oregon Grape Furniture - lob 2 gal. cont., Full plants, Space as shown 'Thomasville Arctostaphyllos uva-ursi 'Massachussetts' - Kinnickinnick _ 1 gal. cont., Full plants, 24 o.c. 6600&6650 SW Bonita Rd i _ Tigard,Oregon 97224 ----- l I PachysandP3 terminalis - Japanese Pachysandra - -_-- �� 1 gal. cont., Full plants, 24"o.c. Non-irrigated Flowering Fieldgrass • t� Sheet Title- boom NOTES: Planting i 1. All new landscape areas to be irrigated by a fully ~t FA --; automatic underground irrigation system. Plan I KEY NOTES: Existing ground cover plantings to remain. Plant new trees and shrubs as shown on pian. IFF 17e.2ea1e2.2e Existing trees and shrubs to remain, remove existing ground cover. Plant new ground cover as shown on plan. Revisions: 09 July 2007 x r Value Engineering 4 2. 08 August,!007 Construction Changes 3. Ongoing ;•: x �` / Constriction Changes jj x i MIL GN GROUP P.C., 2007. Hl. RIGHTS RESERVED Q THESE DRAWINGS ARE THE PROPERTY OF MII.DREN C�SION GROUP, P.C.• AND ARE NOT TO IIF USED OR REPRODUCES IN ANY MANNER, EXL-P1 RRTH THE PRIOR WITTEN `- PFRM.iSION d'MILDREN DESIGN GROUP, P.C. Date: 09 July 2007 Drawn by: Checked by: ASUNIM MEO Plantkv Plan Job Member. 106051 fo�I i I Sheet j o f A5 0 5 10 20 40 Permit Sub(W tal -- May 2007 L I A r '` vfrtRtVls"�ea�raR.lr+��.,lrnwyydl[ ...,. 1.-i T ^'T, , �►U••+nhtmiv.t.lIMN1�:41l� -d+ -- .. »•M•14'1711J1!•LRJMdR-4.M1('I�MrweTY"''TMl...f.•n'_`t' !".lN,r, , l Mal d t gill A JIY • ....a.,..•-•n.•.•rnw......... •...e,...wm r... At. raps+.+wr..w..w..:•..r..,:.a....-..n,.vw,.*'r�eYb�/i11NYNM1eGrf+lYF'+I�IAyllNrwc..w•.....r.vw rwr+wi..,lMM►+++rel�;wA`»•sir,+.a'n» ,..yes...•.-..v,.pn.K.e.....wwr.n'aMMM�....0 a• ..., _...,yl�,yp,,,,,. . .- ...m.....•-. ,v+iws_ _3C...w/st,"M-i^•:M�/N�. »,.-.a+...,+,.cs...r•-+.r:...,-..:.�+wc...wn.-..»n+r.,�...--.»s.,r.rr.•.*..^w.+a*...•.�,,..,a+..•er aan++f�1/�.-r+rw�+++Mr+.rvn-- .. �,...,s.w.ww•a.«s,a— - .Jn.ti.<•uae.w.+e.uew�:a,.:+r,+..w,.kNMu...�q,.--+.►»u.w.�.n...+ww..t+.ww..•uw.ev.ek-+•. . ,.4• 7 r 1 i1'- I lla�l 5 •:v • ..mac i +: �Irj T'1 { Ili li I I i II' Jil I MILDREN DESIGN GROUP,P.C. J;1 AkC'IirrEC`rURE - SPACE PLANNING 7650 S.W. Beveland Suite 120 TES: Tigard 223 Oregon 97 -8692 1. LOCATION OF QUICK COUPLER Voice:503-244-0552FINISH GRADE IN LAWN Fax: 503-244-0417 WITHIN VALVE BOX IS SHOWN FOR CLARIFICATION ONLY. INSTALL SPECIFIED VALVE BOX WITH GREEN LOCKING LID OFF-SET FROM MAINLINE. Ji l NOTES: 2. EXACT FITTING REQUIREMENTS, UNE SIZE GATE VALVE J 3'MIN.FROM EDGE OF TRENCH,PAVING OR ..i...a.`. FOOTING SHAPES AND IF POSSIBLE LOCATE QUICK COUPLER WITH 1• SHALL SEQUENCE MAY DIFFER FROM VALVE IN BOX. INSTALL ASSEMBLY PER DETAIL -- PLACE LID 1'ABOVE FINISHED GRADE •••'i•••••••` ...•... ... dyl AND ATTACH WITH 1/2'GALA. PIPE X 3' •+3 SW�«. p■ JI REPAIR TRENCH$E1TLE11�NT THAT 8HO'I+VN. IN PLAN', BEDS � AM RESTURE FINN GRADES. FINISH GRADE LONG-ATTACH TO RISER WITH TWO S.S. Parrw,Or%gon 97 206 .- IRRIGATION BANDS PLACE LID FLUSH WITH FINISHED �►+ +� r�aoa.rn.+.as _ _ — I GRADE IN LAWN AREAS TOP OF BARK MULCH —UNDISTURBED SUBGRADE OR I T —_ 0 ii II COMPACTED FILL I— i — 10'ROUND VALVE BOX _ ,. 18A 'COIL OF WIRE SPECIFIED AUTO.VALVEAf6w — fiPECIFIED QUICK COUPLING VALVE ST 49 X 8'X 16'CONCRETE IBLOCK,4 REQ'D TFFMOUNTED 3/4"ABOVE DIRT GRADE �114I ME I TYP. b .�, III_ BACKFILL,PER SPECS 11 -�� _r SCHED.80 P.V.C.NIPPLE, 3J4'X 8'MIN. \\/`\ MICHAEL.orewEl+ JI11 LATERAL PIPE\\ SCHED.40 P.V.C. STREET EL OiFA°" =m LATERAL LINE 11/31A8'MIN 3V4'ROUND WASHED GRAVEL SCHED.40 P.V.C.T X T 90 DEG. EL r I_ UNION, EACH SIDE OF VALVE SCHED.80 P.V.C.NIPPLE, 3/4"X W MIN. `�pE AR a;l MAINLINE MAINLINE SCHED.40 CROSS OR TEE M&NUNE T �1T SCHED.40 F.V.C. STREET EL -COMMON AND CONTROL WIRE SCHED.40 ELBOW OR TEE I'', ri"A\TRENCHING IN PLANTING AREA2 CONTROL VALVE ASSEMBLYt3 *`IIIII"llliQU1CK COUPLER VALVE SECTION �.2SCALE: 1"= 1'4' SECTION L1.2 SCALE: 1' = 1'4' SECTION I 'I�I 8'MIN. II ilk+ li TOP OF PAVING OR CURB LEGEND -— POP-UP ASSEMBLY 1. AUTOMATIC CONTROLLER WITH Owner. LOCKING ACCESS DOOR. 1 MIN FINISHED GRADE 2. DIA P.V.C.CONDUIT FOR �' �� — (1)ALL GROUND AVER SHALL BE Paul I � 2•p TMAX C7 COMMON AND CONTROL WIRES TO - PLANTED AT EQUAL TRIANGULAR 5 BEYOND EDGE OF BUILDING. SPACING AS NOTED ON PLANTING Schatz it C� 3. CONDUIT FOR 120 VOLT PLANELECTRICAL • . • — � BOX WITH ° UNCTION BO POLY ELBOW 4. BUILDING WALL. / (2)LOCATE GROUND COVER ONE 11; yl 5. BUILDING FLOOR. / HALF OF SPECIFIED SPACING ° I — 2 6600 SW Bonita Rd ''i S. SWEEP ED GRADE. DISTANCE FROM ANY CURB, Tigard,Oregon 97224 - SWING PIPE(POLY PIPE 4'MAX. LEN1W) ` 7. CONDUIT. L ON Al ELECTRICAL SIDEWALK,OR OTHER HARD II, SURFACE,UNLESS OTHERWISE DIRECTED. J ?' T NOTES MARLEX STREET ELBOW -'.Y'-• : )X &L E INSTALLED AS i SCHEDULE 40 TEE OR ELBOW z i- m _ - PER LOCAL CODE. EQUAL Project- B. IRRIGATION LATERAL �I, _ VERIFY LOCATION PRIOR To INSTALLATION. Paul - -� C. INSTALL CON f R LLER PER MANUFACTURERS INSTRUCTIONS. Schatz Furniture II ..ILII' ylll l SPRAY HEAD - FLEXPIPE ASSEMBLY 5 WALL-MOUNT CONTROLLER _ 6 GR0UNDCOVER PLANTING 6W SW Bonita M L1 Tigard,Oregon 97225 SCALE:3'=1'-0" SECTION L1.2 SCALE: 11"= 1'-0" SCALE: PLAN SECTION L1.2 "=1'-0" I rl i;l Sheet'i Itle- sPECIFIED TREE Plantingand SET CROWN OF ROOTBALL 1"ABOVE FINISH (3)2"DIAM. STAKES,AS SPECIFIED. ATTACH TO TREE WITH "CINCH TIES,"NAE GRADE Irrigation TO STAKE. STAKING PLAN m;'I 'JIjI °C' REMOVE BURLAP FROM TOP 1I3 OF SET CROWN OF ROOTBALL AT FINISH ��? I�etai IS SPECIFIED TREE ROOTBALL �- GRADE l 11 r II lil 2'BARK MULCH REMOVE BURLAP FROM TOP 1/3 OF (3)STAKES,AS SPECIFIED.ATTACH TO TREE WITH ROOTBALL AFTER STAKING 'CINCH TIES,"NAIL TO STAKE. ;' ff ff - FINISH GRADE BARD MULCH-2'DEPTH SEf CROWN OF FZOOTBALL AT 2"ABOVE FINISHED GRADE STAKING PLAIN SCARIFY SIDES AND BOTTOM BARK MULCH CIRCLE SHALL EXTEND 6'BEYOND REMOVE BURLAP FROM TOP 1A OF ROOTBALL `I,I TREE STAKES IN TURF AREAS BACKFILL801E M!1(TURE � AFTER STAKIIWS +c � FINISH GRADE `°+' I''I NATIVE SOIL •� MULCH 2"DEPTH BACKFILL ._.�, SOIL MIXTURE_ 1 � / ' i,l ,dill MULCH CIRCLE SHALL EXTEND 6'BEYOND TREE Revision NATIVE SOIL STAKES IN TURF AREAS ROOTBALL STAKES f ROOTBALL DIA. SHALL EXTEND MINIMUM OF - " rr• • 1 s , �:.,.� FINISHED GRADE . uii'I 'J� IA PLUS� THREE FEET INTO UNDISTURBED$OIL ;,''' _'. .Y SCARIFY BACKF01 SOIL MIXTURE STAIN TREE STAKES AS SPECIFIED SIDES IIIROOTBALL UNDISTURBED NAI SOIL ,I BOTTOM DIA. PLUS STAKEF SHALL EXTEN1I)MINIMUM OF THREE FEET di 24"SCARIFY INTO UNDISTURBED SOIL !b' SIDES 6 STAIN TREE STAKES AS SPECIFIED l it BOTTOM @ /00 ui'I JAI T`II HRUB PLANTING _ 8 DECIDUOUS TREE PLANTINGrl"4NCONIFEROUS TREE PLANT �.2SCALE: 1/2'= 1'-0' SEC�fON L1.2LNG MILDREN DESIGN GROUP, P.C., SCALE: 1/4'= 1' , RIpIn RESERYED SECTION L1.2 SCALE: 1/4"m1-0" � ALL SECTION THESE oRAW111G3 ARE THE PROPERTY OF MILDREN DESIGN GROUP,P.C., AND ARE NOT TO W USLD OR REPRODUCED IN ANY MANNER•EXCEPT VATH THE PRIOR WITTEN PERMISSION D.' MILDREN OESIGN OMIP, P.C. Il Date: 18 May 2007 Drawn by: Checked by: ASL/rAEO MEO Job Number: 106081 Sheet ),a, of oZS lI,l P wffit Submittal - May 2007 L 1.2 in �++hAxaysww nw�r•: -r. ...,. I 'il:h �- '^rI'il, ....:wr- _ ...- ., ,,. ... • • -. .. ...."RI"Mklf RngLl'co.A;MVV.W.r1+N+,"+.+M.`''MMW -��~�� ... ... ^,i4'QT9 nh:u y,;'. lh y' y r^ ,.`: .-... . ,...+..wwww.-ws-�..wr ran......ar...,....,,..,.. ....,.,,o..r,n....a.,.....�y,.�...,...,..,•... r.. ..— _ _ . w. sl' 'I J .." "'"", r.4 rr.�u.+r..s..rwr.nw..wv..rrr...ewa-wAr++�..wa..w+,...wwa..- r,:.r--•rwnwww .-_ .._ .. -, ' I� �'.�.. - ....wr•..-.......aS.._,x,,.....-......n•.n..r.-..r...•...-...na.............arc�..,sY,.n.nw.we. -._ .-.,.w... ...._ I .. ...w--..a•.�.-•....•..Ann..,w.s.,ww.a.wrealWYww..wl..�.�w.«..rrerNiiMMeIMi,.• I, a, h T� f 9 ti: 'yYa f Ke nates Je AT.s 1 1 3" SMOOTH TROWELED JOINT 2. LI Y S ACIE RC A E D T IL 13 AAPS' ' 1 1 A4z TYPICAL 3. NEW SIDEWALK, TYPICAL 8 1 I BROOM FINISH 4. NEW ACCESSIBLE SIDEWALK RAMP MILDREN DESIGN GROUP, P.C. ^ Z A� 1 --STAMPED SLIP RESISTANT PATTERN (NET 5. PARKING O�TRHANG AT CURB, TYPICAL ARCHITECTURE • SPACT PLANNING 7. ACCESSIBLE AISLE 7650 S.W. Beveland,Suite 120 PATTERN SHOWN PER IB; SEC 1109.6.3 g, ACCESSIBLE PARKING STALL - 1 4" CURB LEVEL WITH SURFACE 8. CONCRETE STAIR Tigard, Oregon 97223-8692 3'-8" 4 TREADS AT 11' OF ADJACENT SIDEWALK 6" 7- 9. PIPE GUARDRAIL, PAINTED Voice: 503-244-0552 Y10. PIPE HANDRAIL, PAINTED Fax:503-244-0417 4'-1" 111 '- 1" 5-0 •'�'�'�-" �• - " - - s 11. KNOX BOX, R 12. ALIGN WALK H 5 F 7 _ a 18 9 LCESSIBLE SIGNAGEk-_ACCESSiBLERAMP EA � 1q PER STATE WITH DETECTABLE WARNING _ 2__ N m REQUIREMENTS 14, CONTROL 13. �JOINT•, TYPICALJOINT, TYPICAL e� / ONCRETE RAMP FLUSH 11 15, EXISTING BUILDING LD1 G �" PAINT STRIPE WITH ASPHALT 7- 31" 16. METAL CANOPY, ABOVE - SEE STRUCTURAL 17, ACCESSIBLE PARKING SIGNAGE _ _ _ _ _ _ I a ° 30' TYP. 18, RETURN HANDRAIL TO GUARDRAIL y I 'r / - 3" WIDE PAINT STRIPE 19. RETURN HANDRAIL TO SLAB G '•�� iw v 15 • ACCESSIBLE SYMBOL, /� 4" PAINT STRIPES p . TYPICAL PAINTED PER � AT ::'-0" 0/C TYPICAL �E i - -- '� STATE REQUIREMENTS LOPS 8��;�R MAX. N � �• JNIF� 19 100 "1--019 5 1. ALL ACCESSIBLE STRIPIN l A1.2 • 2 ^` AND SIGNAGE TO COMPL WITH ORDINANCE � R � _ 7 ORS 447.233. -PAVING 2, ACCESSIBLE SIGN TO BE -� N_-WALK AND CURB ALK EVEN WITH MOUNTED TO SIDE FOR STAMPED TACTILE A,;NTNG- EVEN WITH PAVING TOP OF CURB � „ `� �' J PATTERN (NET PAT ERN S EInlar Stair Plan / VAN ACCESS LOCATIONS SHOWN AT THROAT OF RAMP ALK AND CURB .� �1 -0 ✓ ' " " Q AND MAY BE CENTERED PER IBC SEC' 1103. .4.7 SLOPING FOR STANDARD ACCESSIBLEfaG •�•�] I r 9'-0 6'-0STD. TYP. 6'-0 6'-0 60-00' • !; ' • SPACES. -._�.. ,� TYPICAL 8'-0- AT VAN 3. WHITE STRIPING PREFERRED 8'-0" AT VAN d d 4 _. _ _ ACCESSIBLE LOCATIONS BLUE BACKGROUND AND BL t PAINTED CURB OPTIONAL 4 Accessible Sidewalk Ramp 5 International Accessible Symbol 2 a ° �v-- _ - 3 Accessible Parking Stall _ _ y 1 0 1'-11 '-0" i I 1 15b4-r1 ' 15a6-r2,_ I'-4f I e_ �EE SITE PLAN IV 15b2-0 TOOLED 1 " STEEL TROWELED v l a I - EDGE, TYPICAL • '�,; � I EDGE � 1�- �2X CROSS SLOPE 1�" � • II I • 't �4" CONCRETE SLA 6" 6" B SEE SITE PLAN •. • ' •.. . e '" a 11 ( � .090' ALUMINUM SIGN PLATE � . WITH CONTROL JOINTS d 14 e4 I I 1 BLUE REFLECTIVE SHEETING >` AT 5'-0" O.C. 1" RADIUS - TOOLED JOINT \ 0 � A�4 I �( HIGH WHITE REFLECTIVE 4" CRUSHED ROCK 4 CONCRETE WALK II 4 LETTERS AND BORDER, BAKED BASE 2X SLOPE n r I I ENAMEL SECTION I 2" SAND OR )("-0" •� HANDICAP SYMBOL WHITE BROOM FINISH I r WITH BLUE BACKGROUND 11 S[E SITE PLAN E SITE PLAN - COARSE AGGREGATE • J -1• 1'_1• 4 II >L, •. '^ - vrw-ACIMM VAN ACCESSIBLE SIGN WHERE CAST IN PLACER CURB • V-10" TRE 1" ° 11 REQUIRED I o AND SIDEWALK _ �` ° II e I I I I I PAVING SECTION a NOT[: �IGALVANIZED STEEL POST * CONCRETE TO HAVE STRENGTH OF 3,000 PSI IN 28 DAYS, 2" TO 4" SLUMP Owner: + PROVIDE EXPANSION JOINTS O 20'-0" O.C. ALIGN CURB AND WALK JOINTS. EXISTING CONCRETE TILT WALL PANEL e . PROVIDE CONTROL JOINTS IN WALK O 5'-0" O.C. ° PADA el ° I 12 Pro rt ies, LLC • ,4 a I i a Monolithic Curb and Sidewalk A1.2 RETURN HANDRAIL TO ° GUARDRAIL • ° I 1 I 1505 1 -11" 3'-8" (4 TREADS AT 11") ,�_q• 4'-•0" 5 I i t I PLAN CONTROL JOINTS 1 I I (TOOLED) •c EXPANSION JOINT I I e -e - 12 I I I NOTE: CONCRETE SHALL BE 3000 AT 20'-0" O.C. ' 6600 SW Bonita Rd PSI AT 28 DAYS. 6 SACK fX�" PIPE RAILING, Tigard Oregon 97224 U MIX, SLUMP: 1 1/2" TO 3" 3' STEEL TROWELED PAINTED I EDGE, TYPICAL 3 I a 6 s Accessible Parking S• nae 7 T al Sidewalk ° ng I I 16 11 1 i �i III �.2 no scale 15b3 1501 SEE CIVIL FOR PAVING SECTION • II I FACE OF g" AND BASE COURSE • I I e e CURB �,• " ^ R� - }�j SLOPE TO FRONT � a Project: a I �� Paul Schatz ° � f� I � •j. � � � " ' Furniture -- � a a u c I EMBED 6" GROUT •.. I I ° BASE COURSE � I SOLID, TYPICAL a 6"MIN. 6" N LANDING l Retail ° 1'-O-MAX• I 4, -1/2" EXPANSION JOINT • Building • @1 I SEE CIVIL FOR PAVING N 6670 SW Bonita Rd • I I I Q SECTION AND BASE - / ° '� 8 " COURSE NOTE. • a 1" ' Tigard,Oregon 97224 r 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS ^ • a 2. EXPANSION JOINTS TO BE PROVIDED: •.,...r e #4 TYPICAL �J r A. AT EACH POINT OF TANGENCY OF THE CURB u 4 ° B. AT EACH COLD JOINT C. AT EACH SIDE OF INLET STRUCTURES ^ e I 2 D. AT EACH END OF DRIVEWAYS LANDING • • �- CONCRETE STAIRS 00 E. AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET Sheet Title °� -i•i 3. CONTRACTION JOINTS: ' • __ _ _ _ _ .__ _ __ __ _ __ - __ __ _ I A. SPACING TO BE NOT MORE THAN 15 FEET Enlarged. Site • I ° I B. THE DEPTH 0. IHE JOINT SHALL BE AT LEAST 1}¢" Ia 4, BASE ROCK TO BE 2" OR -(" COMPACTED TO 95X OF AASHTO T-99 AND SHALL Plans and BE TO SUBGRADE, STREET STRUCTURE, Ok 4 IN DEPTH, WHICHEVER IS GREATER .° e • + •4 • • • 8 s Extruded Curb S • -• - Details I ( I I XW Section to Cast in Place Curb _ r Concrete Stair Section - - 1 1.2 �1 -O "•1 -0 f -0 I 0 1504 1509 1'2 5d2b-r15 I 1'-10" 1 1 12"I PIPE ^� 2 TREADS AT 11" • I I I GUARDRAIL, --- • PAINTED 1'-0" • l I RIBBON STYLE PIPE RACK, PAINTED • 1 h-0 PIPE 40 , ��• Qtil o I HANDRAIL, PAINTED .�., h"6 PIPE -'� FINISH CONCRETE TO MATCH RETURN HANDRAIL TO RAILING, -_ I � ADJACENT WALK VERTICAL POST PAINTED " • Revisions: 1. !8 September 2007 I I c x p Plan Check 2. 26 September 2007 • I ��/ iv Ctmstruction Changes II � I c a �� w� � � .� � � -� � � ./� � �. •�. � . � • • ' I O Cil L IWO I I 1 ° • V I M1 a ' f CONCRETE ° N ° I 6 SIDEWALK • 3 �o ••��r • 1/2" EXPANSION JOINT I • '•*'� � MILDIIEN OE!MOPI P.C.. 2007. ALL • I A1.2 .- •- .. ► RIGHTS RESERVED' r'''�. I•. #4 TYPICAL , •• - • e I C I •.'.'.. •,r•. TWK DRAWNOS ARE THE PROP TY OF MILDREN "ON GROIN, P.C. AND ME I I I NOT TO.K USED OR REPRODUCED IN ANY e s" EMBED, �' I I caouT salD �; f 'I . IWITH Fit WR!TTEN I . CONCRETE STAIRS MANNER M D N a"0110U P.C. v •� . --CONCRETE WALK - SEE SITE PLAN Date: 27 Jul AL2 - p d I II I' •l 6"0 CONCRETE FOOTING -_ y 2007 e I a= - - II ,� j►I I I j II II EMBED 6", SO ID Drawn by: Checked by, LL J " CONCRETE Q � 6 SIDEWALK 2 MRW WEM Job Number: 106051.02 z Enlarged Entry Plan Guardrail Section � � Bicycle Rack r Sheet - , _ 14 Concrete Stair Section 15e1-S 1'2 d2b-r6 ermit Submittal - July 2007 Al-2 t m ... ., ,., r. . .. ..:. ,., .:. ...,. ....... .,_.. _ . _ ... ..,ter . 4.•,","..<,��.�f..�,...", , • YwW,N • f ....ur.n.o,....,+..r......n._.,............+.+.r...-;+.r.. s�.Mr.r..u....+..r1Yre+„wnr.w..+w.s.,o.-•y.re.wr..,r,.a..,,-.+w. ..waw...�..�rx.+rrilrw..r.....,.r....r..,r..�.w.r.vr.«,....",r"w.w.", "' 4r •,.+rr.•�.,r...w-«.,w�u.,w+.:•�*,.w.fawiw�rcrbr�li'M.►WW1:.tiF�IN•�!•e,rn w.u,ww. l ,y.,,+.,.r♦w:.•M•..Y�i�aZ-.ta,M;::. .w.mrn,+YMC..+r".»WnM:,n.M.-+►e"'r•�.IF"""Me1^.,W,/C'1,.�" W*.."iw•...�.�.1.. :•.V'K, - .VL t. ,p� I r� bot ".2 u r. a} 1 1 3 2 3 Room Symbol Legend Keynotes .3T9' 5r ROOM NAME 1. REMOVE EXISTING DOOR 2. INFILL EXISTING OPENING WITH 6X8X16 CMU, GROUT SOLID 19'-54' 19-11�" ,_ROOM NUME'ER 3. US ALUMINUM THERMOSET - FT601 STOREFRONT SYSTEM WITH ,p, SOLARBAN 60 INSULATED GLAZING MILDREN DESIGN GROUP, P.C. I 4. EXISTING BUILDING ARCIIrrECTURE - SPACE PLANNING T 5. TS COLUMN, TYPICAL OF 3 - .f F STRUCTURAL 7650 S.W. Beveland,Suite 120 23'-4j' 6. WALL MOUNTED LIGHT FIXTURE, TYPICAL OF 4, TO BE SELECTED BY OWNER Tigard,Oregon 97223-8692 Q 4 7. METAL CANOPY - SEE STRUCTURAL Voice: 503-244-0552 A4.1 1 I Wall Legend - Q9. Fax: 503-244-0417 8 A14 2 • 2 L 1 3X3 D ��tN�SCUP�PER, TYPICAL - 2 T EXISTING WALL TO REMAIN 11. EXISTING CONCRETE TILT WALL I M� II II 16 CMU WA - 8XBX16, SPLIT FACE SINGLE SCORE 12• BUILT-UP ROOFING SYSTEM WITH CAP SHEET, SEE DETAIL 6/A5.1 I _ _ E 13. RIDGE LINE in CMU WALL 3 I � ® 10XaX16 SPL17 FACE BASE 2Q 1s• 12X4X16 TRANSITION SILL L A•t II I BXBX16 SMOOTH WITH STUCCO OVER BONGING AGENT 17. SEE DETAIL 7/A5.1 FOR ROOF PENETRATIONS II I z C11U WALL 1018XSX16 SMOOTH WITH STUCCO OVER BONDING AGENT 611 CMU INFILL - 6XBX18, GROUT SOLID N N �I I I ( I 14 General Notes F I i A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. I II I NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. wAl1E� E I B. ALL HARDWARE 1N ACCORDANCE WITH ANSI 117.1 40 14 0 s C. PRCVIDE (1) APPRO%.CD FIRE EXTINGUISHER WITH RATING OF J B - --- - - - - - - - NOT LESS THAN 2-A:IOV FOR EACH 3,000 SQ.FT. OF FLOOR • -SLOPE AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TO � 1.48 MIN EXCEED 75'. OF D. 100X SPRINKLERING TO BE MAINTA!NED THROUGHOUT IN I ACCORDANCE WITH N.F.P.A. PAMPHLET X113. (BY SEPARATE SIM PERMII E. GLASSINGLAZED CURTAIN WALLS, GLAZED STOREFRONTS AND GLAZED PARTITIONS SHALL MEET THE SEISMIC REQUIREMENTS OF ASCE7, SECTION 9.6.2.10. SECTION 2404.1 (OSSC) 14 F. GLAZING SHALL COMPLY WITH THE CPSC 16 CFR, PART 1201 CRITERIA, FOR CATEGORY 1 OR If AS INDICATED IN TABLE 12 2406.1. SECTION 2406.1.1 (OSSC). IF ANY AREA OF GLAZING I IN THE STOREFRONT RELITES AND THE DOORS EXCEED 9 SQ FT IN AREA CATEGORY 11 SAFETY GLAZING SHALL BE PROVIDED SHELL 101 c - -- - - — — c — - - — - - — 13 SLOPE :48 MIN. Owne►: PACA Z Properties, LLC W� 4 o t 14 6600 SW Bonita Rd " II I Tigard,Oregon 97224 I t II �aw+,�"„ r i 7 II f 5 7 1-413 MIN. D - - - - D�--- - - — - -- - - - Project: 10 I Paul Schatz '° Furniture - 2 2 14 Retail Building As.s W 6670 SW Bonita Rd 4 Tigard,Oregon 97224 A5.2 3 7% 12'-di" 4'-7," 101 15'-4j" Sheet Title 3'-4" 3 Floor Plan - _ Phase II Floor Plan Roof Plan 0 2 4 8 16 0 2 4 8 18 Door Schedule MARK NOMINAL SIZE I FRAME DOOR HARDWARE REMARKS T f i iSH FIN( TYPE GROUP 2 Revisbnx 101C 6'-0" 9'-0" - AL OR AL DB A 1 I. 18 September 2007 101D 3'-O" 7'-6" 1 HM P HM P B 1 2 1 Plan Check A�I.�AAUMINUM DB DARK BRONZE - 2• 26 September 2007 HM HOLLOW METAL P PAINTED Construction Changes Door Types Hardware Groups OUP 1 2 BOTTOM PIVOT DOOR SUPPLIER 4- 2 TOP PIVOT DOOR SUPPLIER 2 INTERMEDI.;TE PIVOT DOOR SUPPLIER ti 2 CONCEALED CLOSER DOOR SUPPLIER 2 PUSf I/PULL DOOR SUPPLIER 1 THRESHOLD DOOR SUPPLIER wank+ rc�,aR a�P P.C. IWI ALL\ 2 DOOR SEAL DOOR SUPPLIER WTS�vf=n p ' 2 DOOR BOTTOMS DOOR SUPPLIER I � '�p�y OF / 1 MEETING STILE ASTRAGEL DOOR SUPPLIER 1111112110 me AN 1 LOCKSET - 3 POINT ADAMS RITE MS1850 ►at M Asir w ft ,m,+ D M ".1` or MaD11LN OLSOI p10UP,P.C. 1 CYLINDER ADAMS RITE 4038 Date 27 July 2007 GRO\ / \ P 2 1PA R BUTTS STANLEY FOB 179 4)¢X4)4 852 Drawn by: Checked by: 1 LOCKSET SCHLAGE SPARTA ND92PO 628 MRW WEM 1 THRESHOLD PEMKO 172A 1 CLOSER LCN 4041 DEL 8e9 Job Number: 106051.02 1 OOORBOTTOM PEMKO 420AV Sheet Iff o 95 1 LOCKPLATE BBW 9616 1 WEATHERSTRIPPING STANLEY 10-8050 A B 1 EXTENDED RAIN DRAIN REESE R-201C Permit Submittal - July 2007 A2. 1 . ,. ..,.,. .e...ro.+?. :..N".w.rws,e•-Ftle,luW.i W..Fn1.wO1�Yrwa�A"u�1rlwlrN/tlwM11.«wUwxwWe..rwi 61, ,� '' .w+.... .....--•�-....-,.w.n..-.•.......... .:..:..wMnn.-.....,...•r.e.r •w..a�•.....r..•....,.«► -w. _,,.-...........,..•w+a-.-e.w.. �, ---�:,rA.c....o.r�T.w:r•rr.•w.n,.r.. +r.,w.."+r....-+.r..+.�r..w.ri".r..a..�....e+r.r • s+r. .v..a.r..-.r.—,.+",u"...+..wu .+ ,r.+rwwr..r.....»» ......•ww w+�r ..rrw.�.��M •+YY�MwI• +•, ..+ml 'eW.o,r,a-wVrr•else.,.e..,w...•"+YM+-�+ark'+.was'•r""•nw�w.eNniwlt'.fmn� ....we.f..•+rn.s..+.r•.rw�r�rwn+s.+ -M.- ..w+.-=s+....+;...e+w-•-wes.+w.......e...-w....u•:� ...��.- ---- -.-.,:e........u..r.rw,w.aesrrlww�w ,....,... Mr.+ranaa++a.w..w:....,,.. vA.+.v.r.af .. .+..•wr I . ;�!r t= stn Keynotes �^ 2 1 1 1 I. EXISTING BUILDING r MR 1 -f liM' I 11 A, Ma 2 XNPANELPAINT 73 COORDINATEPAINTIPX WITH PAINTING UNDER THOM VILLE CONTRACT MILDREN DESIGN GROUP,PC,J. EXISTING CONCRETE STAIR, PAINT SIDES OF STAIR P-1, TYPICAL ARCHITECTURE • WALE NANNING 1. EXISTING METAL GUARDRAIL. PAINT P-3, TYPICAL 7650 S.W. Bevel"SUlle 120 20 5. EXISTING OVERHEAD DOOR, PAINT P-J, TYPICAL 8. EXISTING METAL CANOPY, PAINT P-J, TYPICAL Tlgerti,Oregon 97223-8692 7. EXISTING 15 1 19 8 8 8. EXISTING METAL METAL DOOR AND P-RAMS. PANT P-1, TYPICAL Voice.503-244-0552 -- 9. CONCRETE STAIR, PAIN, SI'-S OF STAIR P-1 Fax:503-244-0417 13 — -- — - 10. METAL GUARD AND HANDRAIL, PAINT P-J 11. CMU. GROUND FACE, CMU-3 in _25 15 / in 28 12. CMU, SILL, CMU-4 2 21 21 2 18 21 21 Zl F NISH OVER CMU WITH BONDING 7 1B p 2 4 -- 2 l�r'AGRYCr UAGENT, ST-I 10 & o 16. DARN BRONZE ALUMINUM STOREFRONT SYSTEM, US ALUMINUM ' I yT. FTBOI, WITH SOLARBAN 60 INSULATED CLEAR GLAZING. TYPICAL 25 17 b A I 17. WALL MOUNTED LIGHT FIXTURE. TO BE SELECTEE) BY OMER. TYPICAL 18. METAL CANOPY, PAINT P-J 7 5 S 19, METAL CORNICE, PAINT P-2 ja Z0. BUILDING ADDRESS, 8- HIGH, 1' THICK DYNAFOAM WITH PLASTIC OVERLAY, COORDINATE LOCATION WITH FIRE MARSHALL 9 IJ 21 24 16 2/ 12 24 24 11 24 24 2{ �� 24 21 24 21 24 24 21 24 J 2 27 21. STUCCO CONTROL JOINT W� JL�j4{-� ME, PAINT P-I �•j�� West Eleyatio 1 �V 23. SCUPPER AND DOWNSPOUT. N7 P-J - SEE DETAIL 17/A5.1 #1 1 FOR DOWNSPOUT CONNECTION �] 28. CMU, SMOOTH, CMU-7 .G70I QOSj1A 0 4 16 27. CONCRETE STAIR - PAINTED UNDER SEPARATE CONTRACT RCCpKKGri}V'«Airp'/%�lf,F�'y`Id�Y98A101at�T1 J_LT 28. EXISTING CONCRETE TILT PANEL, PAINTED UNDER SEPARATE CONTRACT 29. METAL LADDER, UNDER SEPARATE CONTRACT OF 29 29 Finish Legend MASONRY A AN CMU-3 MUTUAL MATERIALS, 10.8x16, Ll' FA , KHAKI /2\ CMU-4 MATERIALS, 12x4x16, A A I ' L 2 KHAKI CMU- MU MATERIALS, Bx8x16, SPLIT FACE/SINGLE SCORE, 2 UAL . x A 15 STUCCO ST-1 MATCH DRYVIT, /449, -BUCKSKIN- 0 i PAINi P-1 BENJAMIN MOORE. HC-84. 'ELMIRA WHITE' 10 r P-2 BENJAMIN MOORE. AC-40, 'GLACIER WHITE" ITE" i P-3 BENJAMIN MOORE, HC-76, 'DAVENPORT TAN' m a Symbol Legend 9 26 24 16 (D PROVIDE TEMPERED GLAZING IN ACCORDANCE WITH PACA Q I.B.C. SECTION 2406 Properties, L North Elevation 2 P�� LC 0 21 rd, ��6 6600 SW Bonita Rd Tigard,Oregon 97224 2 J "j MJ 25 15 / Pro)": 21 21 Paul Schatz Furniture - Retail Building 6670 SW Bonita Rd 24 24 24 22 21 Tigard,Oregon 97224 South Elevation 021 r4 18�j6 Sheet Title, Building — --- - - Elevations i 13 21 Revisions: L 18 September 2007 3 Plan Check a 2. 26 September 2007 ^� 2 Construction Changes 15 72 11 YYLAd OO.bI Pd,, 1W). ILL �4 21 +Rt><oeMem Ne mr reaan a Reay Eow saw r.a am Ne xor n u>m a RtrAawr�n,Rr •aeR Hour a1n A nes eemw Entry Elevation D 1 2 4 8 Data 27 July 2007 Drawn by: Checked by: MRW WEM Job Number: 106051.02 Sheet 15 Permit Submittal - July 2007 A3. 1 r1a• � 1 _ at 1 : , i•JY• ,f I Keynotes 1. EXISTING CONCRETE TILT PANEL 2. EXISTING BUILT UP ROOF SYS'FEM 3. EXISTING CONCRETE SLAB •'` 4. EXISTING CONCRETE FOOTING MILDREN DESIGN GROUP, P.C. 3. CMU WALL, GROUT SOLID — SEE STRUCTURAL 6. STUCCO SYSTEM WITH ACRYUC FINISH OVER CMU WITH BONDING AR.HITECTURE • SPACE PLANNING AGENT 7650 S.W. Bevelana Suite 120 7. METAL CORNICE AND FLASHING Tigard,ard,Or on 97223-8092 & NEW 4—PLY BUILT—UP ROOF WITH CAP SHEET 8 9. ROOF FRAMING — SEE STRUCTURAL Voice:503-244-0552 10. CONCRETE SLAB — SEE STRUCTURAL Fax: 503-244-0417 11. CONCRETE FOOTING — SEE STRUCTURAL 12. STUCCO CONTROL JOINT 40119 j '4O 01 1 � s,4 AST 1 400 7 J 1 y�� ., 1 ♦ ♦lAdAmomity 1 Ale .00 1 1 1 1 1 .. • PACA Properties, LLC I . r 12 6600 SW Bonita Rd . �% Tigard,Oregon 97224No • �. • 6 Prop&. v ° • Paul Schatz Furniture - Retail Building 5 ° 6670 SW Bonita Rd Tigard,Oregon 97224 1 • • ar ° • I Sheet Title: •a ° • w Wall Sections ° No 1 15 / • 10 i ReViSI0m q --III-1 I_II I hI I i�l I I-1 I d , ' a . d , , 44 dr a • ZZZIII—I = 4 \�, III^I II I d .� d , A \\ �/ . • . w P.C. 2007, ALL S / 4 +a +, + 4 \ iaaNts wvcnn p i + • • • + • • , d • DUNN AM TK d • X �\\� wes►,anat" 0RI ►:MOrfJ ARE OF • • • d �� NOT TO K UM OR"R<`PRCOUCtD N ANY � � e e • • + ♦ 4 ,/j/�,\' YAMOI,DOCQ'T M111 T!K PT0011 NUTTiM / ° • 4 • • • \ 1EllwlfllON aF MIIIUIOI O[ITON 01101N,RQ. >v Date: 27 July 2007 Drawn by: Checked by: MRW WEM Builds , �' %z�. /,�,��/.�/ fj,��< Section ,lob Number: 106051.02 �1 —0 sheet 16 o F 95 Permit Submittal - July 2007 A4. 1 „ .:. ,...r—.,........ur.-.,.w*-v.,w•.......�..a...........a,r wrr,r..�r TT � 'Sr ., 1 • w• •<•..uua++a.:Mll� ,w«rw1Aw+•..,eyw..e.s.A,wrw,am�7MM .•. w.M•wvTelwtw'w+•;.;•...... ..«....:..�.-..,..w...�.r.,sr.r.rrr.r�..�r.r..... ..a..+.e..+..r.r..rw...,..•rr•.�,•.rr,.�,.r+res.rr.•�,swr.,�..w..•.rsi»s..ti...r....--.......�.�,.�w.wrwr.mw,..,... mil`. e+..,�.•,+..,. w..,r•,...+ ++,wrla•a ..II�ny1�1� .....w.�.Y..�..lrr .,eilwe•e.r,w.ap,.�[.:.r•e.u,rlwn,rlauuM.:n.nsr..••. ...._.,-,.r��n[urwNr:+�w'�w.wrv.+rN1+.IC^wm-•,.++++IYW++•+uats.wmn•.r r.awns.•exo•rvw.,. •.. �FM11lr►- i r A 1L 51 f't Keynotes 1. CMU WALL, GROUT SOLID - SEE STRUCTURAL 2. STUCCO SYSTEM WITH ACRYLIC FINISH OVER CMU WITH BONDING AGENT J. METAL CORNICE AND FLASHING MILDREN DESIGN GROUP,P.C. 4. 4-PLY BUILT-UP ROOF SYSTEM WITH CAP SHEET S. ROOF FRAMING - SEE STRUCTURAL ARCIMCTURE • SPACE PLANNING a. CONCRETE SLAB - SEE STRUCTURAL 7650 SM. Beveland,Suite 120 7. CONCRETE FOOTING - SEE STRUCTURAL Ti of N B. STUCCO CONTROL JOINT g d Oregon 97223-8692 9. ALUMINUM STOREFRONT SYSTEM WITH INSULATED GLAZING Voice:503-244-0552 70. CONCRETE STAIR LANDING - SEE STRUCTURAL Fax:503-244-0417 11. CONCRETE WALL - SEE STRUCTURAL 12. 1$y PIPE HAND AND GUARDRAIL - PAINTED /gyp Aat VI 1 , ♦ , h 4 J Al.1 --` 1 •1 .1 1 f ♦\ I � owner: PACA Properties, LLC 6600 SW Bonus Rd Tigard Oregon 97224 ICU \♦ ` b Pro t lee. Paul Schatz Furniture - Retail Building y 6670 SW Bonita Rd 2 12 Tigard Oregcm 37224 Ant J y A0.t F 9 4 r, a i ti Sheet Talc t Wall Sections - N / \ to 12 y 1 , n1 / III- _ ll1— -- I IlI�1II� ' 1 1�--1LIIT—FFI N-0— — i 11-TIMUME Ti m—TFI{-7]Jj�— tilRevislom September 2007 11 I—1 I = Plan Check s - An, �TTi7T —T �T—T�-i 2. 26 September 2007 — TT7 - _ T�7 _ ♦ _ �_—ll1—J.1 LLL— —)11TT-7L Construction Changes 11-21— III— —LU—III—I •a a — — . . • 's — — 21- lII-IL-I � jll-ll-II-Ill-I_If-IL -IIS-—j1 '-�f n \ Lil a• a • `A �*, �� it J� + ' — — 11—L—FiLIII 2 Yaam1 LtaNY r�,., ra,, uL tt ! a�wr Nm L!IIOFLWrm M.WY /r, YNYp1,eppf MM M lIYa1�lflld � RNI�'.1 V YIlGR11 OON1 PM}N...0 Date. 27 July 2007 Drawn by: Checked by: Wall Section Wall Section MRW WEM -D Wall Section Q�� Sheet , b o� s ,1 _p 4 Wall Section Job Number: 106051.02 Permit Submittal - July 2007 A4.2 r: � A its •A ,1 Keynotes I. CMU WALL, GROUT SOLID - SEE STRUCTURAL. 2. STUCCO SYSTEM WITH ACRYLIC FINISH OVER CMU WITH BONDING AGENT ALM 3. METAL CORNICE AND FLASHING MILDREN DESIGN GROUP,P.C. 4. 4-PLY BUILT-UP ROOF SYSTEM WITH CAP SHEET S. ROOF FRAMING - ak.L STRUCTURAL ARCHITECTURF • SPACE PLANNING 6. CONCRETE SLAB - SEE STRUCTURAL 7650 S.W. Beveland,Suite 120 7. CONCRETE FOOTING - SEl' STRUCTURAL 8. STUCCO CONTROL JOINT Tigard,Oregon 97223-8692 9. ALUMINUM STOREFRONT SYSTEM WITH INSULATED GLAZING Voice: 503-244-0552 10. METAL CANOPY - SEE STRUCTURAL Fax: 503-244-0417 11. SCUPPER AND DOWNSPOUT 12. CONCRETE SIDEWALK WITH BROOM FINISH Sow 55 �r OF r waLrd �r 3 MASONRY 5 AS.1 Owner. JIM / 1 �ACA I � e Properties, LLC 2 10 11 6600 SW Bonita Rd Tigard,Oregon 97224 • 1 i i Pro ject: - 2 8 Paul Schatz Furniture - � Retail Building 6670 SW Bonita Rd Tigard,Oregon 97224 J L n Sheet Tice: Wall Sections A5.1 %r, — % i 1 1 I 1 I Ay 1 1 1 I j Revisbns: 00 •� I 1 ,7 —_ _ - — '<' / , 1. 18 September 2007 I Aal `iwr:::` �' --_— _ 1, i/ Plan Check % I i ��=1 11=I I I=1 I I=1 I I=1 I I=1(I=1 I ,s —III=1 I=1 I I III_ I hI 11=-IT ,6 =111=I I 1=1 I I—Y 2• 26 September 2007 8 I _�=I— ,1`1�Y�{ __ _ n�.l \�` I-1 I 1 •Y'. _ a•__ A5.1 p SIM. Construction Changes _ _III ! _ • • JET I V111, \'\,yam/\ /\�'`� \y \ \ �\\ ,\\j�\ \\��`�/' �/�%� I • � • �/�/ \ \/ �\ ,\fj� ••• ,'� •• ••• •i '. .\ �\�\�� /�,, • ,' •a ,/,, /;� �/\�.cc�`� Aa+T _ N WuP. P.a. 200-Y Au T►+ K OiLkwp OS AE THE PIIOPERTY of NOT TO WS" OR" PC. ao NOT TO K VlEO AM OR k�PRODVOED W ANY MAM M EXCEPT WITH THE PRIOR MIIi f PERMMON OF WIN"L43M GROUP. P.G Date: 27 July 2007 Drawn by: Checked by: ]1QRW WEM 71 �Miall Section Wall Section _ • 3 Wall Section 4 Wall Section i Jo Number: 106051.02 � 2 Sheet Permit Submittal -- July 20107 A4.3 . •w.cr+.s,ewtrir•.r..,. ..........w..rrr...rr,.w.....,. ``y�R1R'�- ,. .rN . / , . , -.w...,.wr1•IOrvr,.u..n-w.,.r,4.r.r.acaMn r 1 ., . a.r-nr•1•unw�r..M+wMnr . . w»n«...« .�pilw�MM•..• nw,�. ..,s.v .._ ,r IIIt•1•Itltli ,sftt�wstrsNxRtn M a.+wtcw,+••,aw•new wF.aa i .,.dry[ '4'•. r r .a, i *•4�ti1i'Froa�! �r �t•'t ,iii 1 r �'�i; • Sys •., • �., .i . .,...+4.r...r....,,..y�..y...,.,,.., .. �«...+.rrr„•,..-+w..w..,.w.w,..,..w.......vw.._ ..::.--.s...�...-»r....rA.t•r,.rrr,,,, - ...... ,. � .�.. w..�....•.r.�. ,.-•�-srw,e.r.....+.rr.e.:.,wr+rr....�... ..,,,r_.�,....w.•..+w....,.......:.. ...r...... �'. , S ,.wr:^gY.fRNM"'..�eM.i.. r. r.M..r.r..iY.If:w Ar.M..••r111i..1�,. r� '. r +.....n+...a .r»:.+a.•,.r..r.. ..,.. ..wlwe..r.+rrr.sr.�,.�r►wrY.asm.�•:..+ml..,r+sw,.ra...e.....n,�.ww..•.r. .. ,, --.�ewo. nM� wr.r.Ww.r��'ir..rw ....,a.n+�rra.+re-....rr .r—.nr.�. ... ..wre.+......�r...v�.w•aMrr+.+..w.ar..r..,.._,..•.ww....�MYr•+•.++. .tiwrasau�.r.tawaml. 'i ti Win.:.. (f CONTINUOUS CLEAT WITH FASTENERS AT 8. 0/C NAILER CUT TO MATCH ; SLOPE --`- - - 34" PLYWOOD EXISTING CONCRETE PANEL — CONTINUOUS CLEAT WITH ICE AND WATER SHIELD FASTENERS AT 8" 0/C - 1'_4 MILDREN DESIGN GROUP P.C. SAW CUT EXISTING CONCRETE NAILER CUT TO MATCH j• COUNTER FLASHING —•— METAL CORNICE WITH PANEL FOk CUT IN RECLET _— SLOPE CONTINUOUS CLEAT �" �� MEMBRANE FLASHING ' STANDING SEAM V PLYWOOD _ ARCHITECTURE • SPACE PLANNING CUT IN REGLE'T - _ j CAP SHEET I'-O" SHIM - SLOPE 70 DRAIN, SEAL TOP OF CAP AND ICE AND WATER SHIELD 7650 S.W. Beveland,Suite 120 ,'_4j• MINIMUM 1:12 MEMBRANE FLASHING LAYER MEMBRANE - 4x Pt TOP PLATE WITH METAL CORNICE WITH • ,. WITH FABRIC AND ►AAS7IC � �T-- FLASHING PLY - � — CONTINUOUS CLEAT Tigard,Oregon 97223-8692 Z COUNTERSUNK ANCHOR --�, STANDING SEAM 4' 4 4" 4' 1'-5j" Voice: 244-0417 1w� BOLTS •�I - SHIM - SLOPE TO DRAIN, CONTINUOUS CLEAT FASTENERS AT 8" 0/C 1'_4j• MINIMUM 1;12 N iN — COUNTER FLASHING 4x PT TOP PLATE WITH I GALVANIZED SHEET METAL " • --- FIBER CANT, BEYOND L FASTENED AT '-0` 0/C S CAP SHEET - j j COUNTERSUNK ANCHOR h LEADER BOX 116 / M , OC BUILT-UP ROOF MEMBRANE FLASHING PLY Q BOLTS ROOF FELTS — j SEAL TOP OF CAP AND .r 1r / - CONTINUOUS CLEAT FIBER CANT --- .I- MEMBRANE FLASHING LAYERiv COUNTER FLASHING � 'G WITH FABRIC AND MASTIC FASTENED AT 2'-0* 0/C S - _ — CONTINUOUS CLEAT WMTH ROOF FELTS — �o LOCK SEAMS AT 8'-0" 0/C FAS4` FASTENERS AT 8" C/C FIBER CANT v �y 3" 3 W1 G 2' 3 4i" METAL STUD V SEE DETAIL 1/A5.1 FOR 1 FRAMING J' J ME14BRANE FLASHING PLY COUNTER FLASHING GALVANIZED SHEET METAL R'JOF' FELTS DOWNSPOUT METAL CORN1r2' ~ — FIBER CANT � ._ o SEALANTT 1 METALstuGo J" 3' 3" CASING BEAD T I FRA METAL CORNICE —J 9C] STUCCO SYSTEMWITH ACRYLIC FINISH OVER CMU WITH BONDING I .� AGENT OA • i Metal Cornice and Foashing Ct-In R let at Existi Tilt Panel Metal Cornice and Flashin Metal Cornice and Flashi Sc r� r OF 1W.I -0 =1 70 1 =1 -0 01 RUBBER CUPLER — SEALANT— FINISH PLY CMU WALL - SEE �— JOHNS MANVILLE 4GiC STAINLESS STEEL-- IMERAL CAP SHEET STRUCTURAL BUILT UP ROOFING SMP — MEMBRANE FLASHING 14' PROTECTION BOARD -STAINLESS STEEL FLASHING STUCCO SYSTEM WITH STUCCO SYSTEM WITH CEMENTELOW �OR HOT IN TLASHING ASPHALT ACRYLIC TH BONDING AGENT 114 POLY150CYANURATE � � \ ACR WIl TFr BONDING AGENT INISH OVER CMU KA RIGID tNSULA7fON PANEL. MINIMUM ACE RATED •. THERMAL RESISTANCE OF R'-19 MEMBRANE FLASHING, LAP 14' STUCCO C:'WTROL JOINT OVER METAL FLASHING , TRIM PIECE, ALIGN WITH CMU WALL - SEE EDGE OF OPENINGS STRUCTURAL WOOD SHIM 0 CASING BEAD WITH WEEP 77M A Owner. INTERPLIES WOOD SHIM HOLES SASE SHEET METAL FLASHING PAINTED � IX• PACA 14 PLYWOOD DECK - SEE _ STRUCTURAL \--------OVERLAY` BOARD IGIO INSULATION �-- Properties, LLC ---PLYWOOD DECK BACKER ROD AND T. NAILER SEALANT SEALANT ALUMINUM STOREFRONT g " -- SYSTEM WITH INSULATED NT ALUMINUM STOREFRONT 5j" GLAZINGSYSTEM WITH iNSULATED GLAZING 6600 SW 3onita Rd Tigard,Oregon 97224 re'_�Roof Matrix NOTE' SEE DETAIL 7/A5.1 , Pi Penetration a Storefront Head at SPIN Face CMU _ Storefront Head at Stucco v Stucco Control Joint FOR ROOF PENETRATIONS 3 =1 -0 � -1 -0 3 -1 -6 3 =1 -0 .3*-T-0 12d1b CMU WALL, GROUT SOLID - SEE STRUCTURAL 1 1/2"/ PIPE HANDRAIL, STUCCO FYSTEM WITH ' PAINTED ACRYLIC FINI!H OVER CMU Pro : STUCCO SYSTEM WITH ACRYLIC FINISH OVER CMU ALUMINUM STOREFRONT WITH BONDING AGENT WITH SEAL TOP OF CAP AND WITH BONDING AGENT INSULATSYSTEM GLAZING Paul Schatz FLASHING WITH FABaIC — MEMBRANE FLASHING, LAP Furniture AND MASTIC OVER METAL FLASHING MEMBRANE FLASHING, LAP _ METAL FLASHING, PAINTED, CASING BEAD WITH WEEP OVER METAL FLASHING SET IN MORTAR JOINT METAL FLASHING, FAINTEDALUMINUM STOREFRONT Sj. Retail FASTENERS A7 e" 0/C 6 11 � SEALANT r , EMBED 6*, GROUT 501.1D SYSTEM WITH CASING BEAD WITH WEEP Building METAL FLASHING, PAINTED CONCRETE LANDING - SEE INSULATED GLAZING SET IN CONTINUOUS HOLES CONCRETE L BED OF SEALANT I + 6670 SW Bonita Rd II II METAL SILL BY METAL FLASHING PAINTED • STOREFRONT SUPPLIER Tigam,Oregon 97224 1NL KEM 118 SEALANT n I I I Q al- PARATERM BAR, NAILED I I I SEALANT — SEALANT AT 3" 0/C II II 4 SET IN CONTINUOUS II II BED OF SEALANT IX METAL SILL BY 00 =J STOREFRONT SUPPLIER SEALANT PARASEAL MEMBRANE 1 — a Sheet Title TREMDRAIN � � � _-� Details a ---— I SEE DETAIL 18/A5.1 FOR WATERPROOFING BELOW CONCRETE r Waterproofi at Backfilled Wails Stucco Termination at Stair _ rio-NNStorefront at Slab _a Storefront at Sill Block Stucco Termination at Sill Block '3..1'_O 3..1'_O PARASEAL MEMBRANE — TREMDRAIN , NONE - WOVEN FILTER Revisions: —'— - _ I I I I I I DOWNSPOUT FABRIC, MIRAFI 140N OR - - - 45' WYE CLEANOUT SIMILAR WITH PLUG DRAIN ROCK BACKFILL 00 DECREE SHORT CMU WALL - SEE -- -� TURN ELBOW STRUCTURAL pl«UMINUM STOREFRONT HUBLESS CAST IRON CASTIRON t`i1TERSTOP l J_ OR WITH STAINLESS DOWNSPOUT 114" CONTINUOUS - STEEL BAND, PROTECTION PIPE, PARAGRANULAR CANT _. J _ TYPICAL TERMINATE Of PIPE 45 DE%AEE SHORT BUILDING sjw - _ J TURN ELBOW ° METAL THRESHOLD ----� - SEALANT VINYL DOOR BOTTOM BRUSHED CONCRETE — SEALANT SIDEWALK 7CONCRETE SLAB - SEE _ STRUCTURAL i 4" PERFORn TI:D PIPE, DO / \` I , d -1 -III_-III- I I ° Ieo�n got P.C., 2007, �u NOT �: INECT TO �\ "3� _ - a �OQA • Mt TK PRAT,Of DOWNSPOUT OUTLET \ - I I -�I I^ I ° Q mom OWN ro � PC. gyp � a Wm Tm PRIOR Now I 2' ° d — I I I—_ i °°OF wna�oea�anMGROUP.P.C. //�� 4 °° a 4 Date: 27 July 2007 Drawn by: Checked by: a ° d v MRW WEM \ , \��\�� \�`��\��\�� /�;__ a a Job Number: 106051.02 -D _— SheetWater roofinom at Footing .25 1 v f Downs Connection Storefront Door Threshold . _1 -D . 3 .1 -� ---- Permit Submittal - July 2007 A5. 1 II ' •- ._. .._ _ - mrhA,rnrniucarv+avr•,•.»arn�+a+nx,` +'nnna.nnrJ.rs.Fr,.yr•,tctelF - 111 • {�✓fie �; r off: :�: •t'$ y c +.f` f » � .f f� r,y1,,� �, ++r�+ ':. n. r • .n-s�wlh„w.rw�.,..•.v:f.•.r....:.....�,.+.,.,..rb.......rw�.rrw....__- � , . � � �' } r °` .....-.r.•..a:--+,r�•..--•..s[... sr.ur.--.r ..:..--.Jew..►-.:: -.«,,.-..... .,.::»."r... ..r....aya�"sr�.wrAwr.wwrr•r>w,m.�m1cr..dws,+:.•rr!..rt.w,a.w.l:+.-:........r...."ri:�.....www..s.+..,wr.r....,..•+iwfa•,+,Mr+ __......-w..a.. ra.ra..•:...-..•++�•�..rr�,.1....rw.......--r..,...a.::..r.w-.......:w.�.rr—......�... �a-.a.,.....M.w✓ w...ww.,.n•»u.,..:.... ..-..ri.w.-.r..«»".r+..w..w.-�.r.•«w_.— '.•►w•w+M✓ '4.t:gligl�.n'.«..•.-+arww�wa•w:.rn.l�+w.wr-+e+n••..,q.IMC.dw.-M:,M..M.•r..J+�..�-i"e•:..,....ur•...i•m.•a*•rwrewrwlMw:l,o�e•yr<mM.•r ..r..a•+•ww.-�-+uwAo+.•e.r.,. .,.•,y,-s-.•..w,...,xR-rav wlW:weartl.r•sa....fir,.•+-4�i."'y+snM+R. 'f "•o.r re.+r..wr.:u .w.J.Irs".Mr►w•+wrr..rr......... ..:drra — w.�a'+.�wwrw.w..r•. n+ I� I, s s; I , �9 ; f CMU WALL, GROUT SOLID — SEE STRUCTURAL STUCCO SYSTEM WITH BACKER ROD AND SEALANT ACRYLIC FINISH OVER CMU CMU TO PANEL CONNECTION WITH BONDING AGENT — SEE STRUCTURAL STUCCO SYSTEM WITH CASING BEAD BACKER ROD AND SEALANT ACRYLIC FINISH OVER CMU - EXISTING CONCRETE WALL MILDREN DESIGN GROUP, P.C. WITH BONDING AGENT /----ALUMINUM STOREFRONT nRCFI(TEc�ueE SPACE PLANNING �- SYST04 WITH INSULATED BACKER ROD AND SEALANT EXISTING CONCRETE TILT 7650 S.W. Beveland,Suite l20 GLAZING /---- ALUMINUM SHOREFRONT PANEL 6x8x16 CMU INFILL, GROUT SOLID Tigard,Ore � SYSTEM WITH INSULATED on 97223-8692 g � GLAZING Voice: 503-244-0552 CORNER REINFORCMEN7 � flax:503-244-0417 CASING BEAD _ d VARIES BACKER ROO AND SEALANT HOLLOW METAL DOOR JAMB, GROUT SOLID HOLLOW METAL DOOR Q ° ° a - d d SHIM —BACKER ROU AND SEALANT CASING BEAD STUCCO SYSTEM WITHw ACRYLIC FINISH OVER CMU WITH BONGING AGENT WWW H_oNow Metal Door � Jamb z Storefront Jamb at Stucco 3 Storefront Jamb at Split Face CMU 4 Expansion Joint at Tilt Panel s CMU infill at Ex�ti Concrete Wall 3 810OF I' d-08100—.laFF�b—t � ~ d-08400—Jamb-2 d--042 0—Expan�lonJolnt-1 �•2 d-08400—Jam rZ d-04200 CMUlnfill-1 Owner: PACA Properties, LLC 6600 SW Bonita Rd Tigard,Oregon 97224 Project: Paul Schatz Furniture - Retail Building 6670 SW Bonita Rd Tigard,Oregon 97224 Sheet Title: Details i Revision.& MLDMI OIV UP, P.C. 2007, ALL 29 TS R!lAVED IN=MAMMS ARE SNE PROP[11TY OF MO."DOW OI" P.C. AND ARE NOT TO Pa um OR IItMOOUC[p N ANY mmec"L "MY rinm Tm Pmm IRIITTDA "URI" OF URM"DE" OROUP, P. Date. 27 July 2007 Drawn by: Checked by: MRW WEM Job Number: 106051.02 Sheet ao of , Permit Submittal - July 2007 A5.2 . r..,rw..w.�r�crw.rim,,.,.vw'urrrM..•^rnr...aua,.i...rra►.,.. ......nw+w. +..wvs•..aroua.ram�.wr.�wr_ - I LL ' • ' •,.F ..� �«. � ' u+•••nvr+rw.w•.ea.+.::.• m+a,..rwroev:,. • � - ,.! 4 a. •" A �'�N1i141fta.Wo{•Fb 'STI! ��+, j • 1., o?$x, 151 �'• ^'�.r1.1i1•YMl.11lr�'I.�+i •....-re..�.o-��•.�v...rri•••.i••Iw,.ww•.4Llif+.i+•M.- —-- ..�I�Ry,wy.r NY. +I�,.Ir.�.�,Mr.wMrr•.M...,/M•'",.�� iiF� ....:++..c„ ..._.�_..- -. ,•�.vea+•w�r..naw�.Y•. ..'.w.�ta.:,. ... �r—.+•a:nswNwr....u...w..,+�y„+r'.rr+ +uraw-wY•W+nWr•+.•.es �.:.:........w-r+;i M-s-•w•rn•.� -..a •.rm•..k.....c—,�.w..�,....s••....-..._.x......•�......a•w.•. - r ' �� ..w..,,r.,rual•....._wAY1.wlewAruw m ."" •=r•••••^•.*•+..+r09PINIANIPm1ftw.Allw�a.ar.�M r.TYa•.ew,..y.,aw.w..,.rw.• '� c' ^t i FOOTING SC-44EDULE: O FOUNDATION PLAN KEYNOTES: ROOF FRAMING PLAN KEYNOTES: ® --_A I. (BUILT-UP ROOHING. SEE ARCHITECTURAL. MILDREN DESIGN GROUP,P.C. LENGTH WIDTH DEPTH LONGITUDINAL TRAN6'YicRSE „ „ 'L' 'UJ' 'D' IR`IN°ORGiNG REINFORCING REMARKS L 4 CONC#ETE SLAB WITH �4 a 2'-6" O/C EAGH WAY OVER 6 CFiJSRED AGGIIECsAT3: BASE. -_ �. O TIG PLYWOOD APA SPAN RATING d 601. ROOF BREATHING ARCHrrEC'TURE - SPACE PLANNING A 4'-O" 4`-O" 1'-2" ls)Vx!!'-O" 6666)•4x!'-O" CENTER UNDER WALL COINER �. CONSTRUCTION / CONTtROI. JOINT AT t'.GNTRACTORS OPTION, bt! ORIENTED AS BROWN ON PLAN WITH KDd (0.14b"� x 2�4"J NAILS DETAILS 1/63.1 AND 2/63.1• 7650 S.W. Be'�eland Suite 120 (1)•4x6'-6 ' V • i'-O" Oi • 6" O/C AT SUPPORTED PANEL EDGES, AND I0d (0.148"• x O 1'-O' 4'-D" I'•2" CENTER UNDER PIER TOP s BOTTOM TOP 4 BOTTOM 3. CONTINUOUS THICKENED GLAD FDC# PER DETAIL 4/63.1. 2144")6 ILS a 6" O/C FIELD NAILING. SEE` SPECIAL NAILING Tigard,Oregon 97223-8692 CONT. 2'-6" 1'-2" (3)b GOVT. ---- CENTER UNDER WALL 4• W66g,�yx3� COLUMN. ZONVoice: 503-244-0552 3. 6PIECIAL NAILING ZONE Fax: 503-244-0417 OCONT. I'-6" I'-2" (3)04 CONT. ---- CENTER UNDER WALL 1V 2'-V" x 2'-0" BLOCKOUT AT COLUMNS, TYP. 10d (0146"o x 21/4") NAILS • 6" O/C AT SUPPORTED PANEL M ' • I'-O"O/G 00t.% • I'-1" CCO(►1. OEE KEl'NOl'lEs 12113 FOR WALL REIN'. 6. CMU WALL EXPANSION JOINT, GEE DETAIL 0/63EDGES, AND 10d (0.148"• x 21/4")NAILS + 6" OIG FIELD NAILING. .1.*4 • 1'-0' OIG TOP *4 • 1'-0"OIC TOP �BLOCK ALL EDGER. I'-O" l!J Ilx3'-6" (!)%X31-611 CENT=R UNbtR COLI(N 1. 1'-O" OR b" CMU WALL, GEE GENERAL NOTES AND DETAILS FOR 4. 6IMP60N 1177285' • 4'-0", SEE DETAIL 3/64.1. r RE kJ�glCEMENT. T.M. RIPPEY !. 61MIO60N 'CS14' x 8'-0' STRAP Y 4'-0" O/C. ALIGN WITH WALL CONNULTINC ZNGIN)<RM * INFILL EXISTING WALL OPENING PER DETAIL 14/63.1. ANCHOR, T'YP. SEE DETAIL 3/54.1. 6. SIMP60N 'MTT28B' AT EACH JOIST, TYPICAL. •. PROVIDE VERTICAL GONTtlOL JOINT AT WALL TRANSITION. ts� 1d mar 1170 IO. EXI6TIWj 6" COyCRETIG UALL. 1. SIMPSON "6TA30' WITH (22) Uad x 21/4" NAILS AT EACH JOIST. w 00 40-M 11. EXI6TING I'-4"x1'-4"x1'-4" CONCRETE FOOTIN s SIZED "FUTURE a! PROVIDE DOUBLE ROM OF IOGi (0.146"# x 2'4") NAIL6 • 6" O/C ADDITION PER ORIGINAL BUILDING DRAWWA. FIELD VERIFY SIZE IN SPECIAL NAILING ZONE ALONG CGL BEAM, AND CONTACT ENGINEER IF LESS THAN STATED. !L 4x10 DF r1 LEDGER WITH GRACE VYCOR PLUS (23 MIL) SELF- t2. PROVIDE '6 • 2'-O" O/C WALL IlEINFR OGING FIRST w'-O" FROM IL MOISTURE BARRIER AND %"• x 411'' EMBED 6IMP67N GRD '3'. 'TITEN-RD' dr-NEW ANCHORS 6PACED • 1'-4" O/C AND 6" FROM EACH END. CONTRACTOR OPTION AT CM. PROVIDE %"• x S- 13. (4)b VERTICAL BARE AT WALL ENDO. GEE DETAIL 1/03.1. EMBED ANC.ROR BOLTS • 1'-4" O/C. 14. (4)b DARE EACH FACE. t'IEE DETAIL 6/54.1 AND 1/54.1. 1!( W. 4x6 DF 82 LEDGER WITH GRACE VYGOR PLUS (25 MILL SELF- B. b BARS EACH FACE Of b" O/C AT CORNER PIERS. ADHESIVE MOISTURE BARRIER AND %"4 x Ott EMBED SIMPSON 'TITEN-HD' SCREW ANC 44ORS SP4fCED w V-8" O/C AND 6" FROM. " O/C. EACH END. CONTRACTOR OPTION. PROVIDE %i"• x15" EM5ED AL c d ALL WALLS TO rb" SOLID GROUTED C�'fU UNLESS OTHERWISE ANCHOR BOLTS + 2 -8 NOTED ON THE DRAIIIINGb. FOR TYPICAL REINrORGEMENT GEE II. ROOF J016T SUPPLIER TO PROVIDE FOR AN ADDITIONAL 300 GENERAL NOTES. LB. POINT LOAD AT EAC.R J016T FOR FUTURE MECHANICAL 1 2 3 1 2 3 EXP: 6/30/08 WITS WITHIN b'-0" OF GI- BEAM. SEE KEYNOTE 15. WALL LEGEND: , 12. 61MP60N 'CMST12' x 20'-0" CENTERED. SEE DETAIL 15/64.1 FOR I 14'- i 15'_111 I O DENOTES EX16TNG WALL TO REMAIN I 1 NAILING REQUIREMENTS. AT SIMILAR CONDITION, STRAP IS s i ATTACHED TO LEDGER AT ONE SIDE ONLY. DENOTES CMU WALL - Sxsxib, 6PL1 i rAC.E SINGLE SCORE CANI DETAIL OF FOR 1 I 13. 16" TJI L6t5 2'-0" O/C. OIC DENOTES CMU WALL 14. L 3x3x��4 BRAGS • 4'-0" O/C. IVX*xI6 SPLIT FACE BASE r-- 1 12x4xI6 TRANSITION 6ILL T EOdER 1 3 3 12 6 STA�22T-4" I --- ---------- --- - IS. FUTURE RO(,f TOP MECHANICAL U.4IT LOCATION SHOWN FOR SM. ( albcSxlb SP!70TH WITH STUCCO OVER DONDMG AGENT I I_J l I TYP. DGER J a REFERENCE ONLY. MM DENOTES CMU WALL$02xib SMOOTH WITH STUCCO OVER BONDING AGENT t/LEDOER T 4L B ® DENOTES CMU INFILL - bxlxl6,QII�OIUT SOLID_ / M - _ - 1. SEE ARCRITEGTURAL FOR ALL TOP OF PARAPET ELEVATIONS. t! 2. ROOF TOP MEG"4ANICAL UNIT WEIGHTS SHOWN ON THE FRAMING ii i J 'V' - - - 13 r 'r I �� 4 4 / PLAN INCLUDE rHE WEIGHT OF THE CURB AND ACCE86ORIES. n ii I 1 n - 14 T _I(R) 3. SNOW DRIFT LOADING IS IN ADDITION TO THE UNIFORM FLAT- Owner: ROOF KNOW LOAD. SEE GENERAL NOTES. PACA .___1_ _____� I 4. PRE-MA14,PACTIJRED JOISTS SHALL BE DESIGNED FOR THE i \ II I -U LOADM6 IN NOTE 3 OR THE MINIMUM IWOF` SNOW LOAD, CIWOPY,SEE i _ ----------- - 1 WdIGNEVER IS GREATER INCLUDE ALL APPLIGADI.E RTU Properties LLC u ,l'!s r DETAIL 1/042 FOR OC LOADS AND BRACE FORCES PER x/04.1 ,MID 10/S4J. s n / I r-- - ---I FRAMING PLAN I I I t T_ I I 4 I TYT. LI ------t -� T1Y4P I I - - 1 M. -- -- ------- b i M. 9 6600 SW Bonita Road TIT d12 4 TY'P. t1 �-- I Tigard,Oregon 97124 - - 2 I 15 I I 6 T1'P. IFrrssas -- GIM. i I D t rn. 21 FW I Protect: I SNOW DRIFt 2 -- -- - --�--- - Paul Schatz \4 6'-4"Tyr. a Furniture - � I L TJ T AB_ Ek�V. - AT1J1 _^ - I �_ _ Retail ONLY I CP) I _ I - _ Building 1S o 6670 SW Bonita Road 12Tigard,Oregon 97224 ' 1 TMY I • I T �.� 6 4 TY'P. r----- I A I ----- I I _ I I I 21 PeF Sheet Title: 3 L-- - --J SNOW DRIFT --_ Foundation I „r. and - - © b I in I 1 2 M • Roof Framing Plans 3 rn. I CANOPY,SEE 11 1 _TTP. _ DETAIL 2/542 FOR ;; I ' 2 1 1 FRAM6V0 P'6.AN -moi; I / ' -- TYP, _ CM IO 1 1 L J I - RTU-! T Q)._ 100 LM. 1 A"1 „ b� -----� Revisions: TY R. 1 1 rn.• .05 `� 1. 18 September 2007 Plan Review 2. 26 September 2007 6 rn' i i Construction Changes I 1 � , I I L -IABOVE I I / ) 4/7 - 'k � - - -- - - - - - - � ---J �' ��i it / Eo- - ---------- ! O h T� � Is mmi woP.C.,�' r soon, 3 ALL nt:t aRAlrsxs AIS( n+c MOPEItnI or IaDIIEN wsION on" r.C., AIO AN NOT TO K USED CA IltrllODlJf><D N ANY WON*6 3 � IIIDN OF NLDWH DESIGN on". I.C. Date: 27 July 2007 Drawn by: Checked by: DMS/STS RNT Job Number: 106051.02 FOUNDATION PLAN R00rF FRAMING PLAN f r o q = � /`' Sheet ')•� p fie, of: .> ��- SCALE, wr" P-o„ SCALE, 1!„ , t'-m" Permit Submittal - Jul 2007 S2.i •�� '' y y TMR JOB•:6296.02 5 pillow 111.9 10, 1 11� ,......,nrwiA�' ..yry„pU..y.r.mmmvnve,y�avrm,��a:srwew.curs•re'e/na:,w�am+,rtanwtesc- Jhn",a�°'r.M�w� w.mn.•.rnwe, .w.c-+n...•a. """'r"""' rw+'r'+,. - :� '�'°"xw ,. • , .,.'., ' ��' _ r*�� i, hr' 46 V .ra 1„ri.M--..�M�.��.,+AYI�.+.'�+w.+vw r.•�...ywrwf.•f+r.. '...,.IJ.�Mr,YIY.-r.,, --,.n. rw.rr...�,r.wM,r.vw�,Ye�,.:w ur..+�lilYr � .MY.rI.-1,•FdMtaV�.Yw.-Y 11�. 4..r �VwMF/�rMRafa':'.'. � ' � i Y ^A.�•^wt.- y��.F,Y-Y--1�►r--•_.S<,lt+.D.+Y.AW/WltaiM FpC.1.:N w,av�a. I i,s-v,.,x..vsrrp.wr•.-rrrwr+o....-w. .......�..r�-.,..•fM-.:r.P,l.•ww:�r�..+rrJ..,Y�+.A,we+rwwrr+:Mww.a..awx..w.w..::si►wyt-,. 4• ...+e.r.a.�,,,...,+rvs•..re.nr.,r.aw�r.K rr, ,^•hw,Mur,i•-s«,�e�ri ..;•..,._-�n.w-..,-..,eo:-u...«..sl.-, --.,....w.r-�.sn.,.aw-ww-.M,s.r.:w.n..rrr+:.vs..z.�rrr�w-r.s,.r.+.►rr+-rau.n+.1...-rw, - +x.7r.uMAAR.r.+✓.•.!sw.x++m.:••r...�w�lrmr • h .4 j .ily :`v f M1j�l f. i, +.1 :i t. t,A u i� (Ni)MA6ONRy GAP PER 21,1" x ti" KEY �- CONC.GLAD, SEE PLAN • 14y" �� SEE FOINDAVON PLAN O�sN`11 DaAL6 •A-01, Ovt ~~ • ' ° . FOR(N)MA60.VIrY' WALL (N)�5 VERT. DOWELS TO 6tOREFRONT WALL PROVIDE 4" IMBED INTO EXIST. EXIST.i"COW. RlINF. EAT 61M COW.•" MATCH VERT. RE". LAP SYSTEM,Flit ARCH, CONC. uIALL. NO SPECIAL WALL P'11LDREN DESIGN GROUP,P.C.CMU WALL EXTW)06 TO 30" W/6TND. HOOK INTO GOIINSPECTION REQ'D. C�*rgC�p / p -,� ) FOOTING, ALT, WOOK ARCHITECTURE - SPACE PLANNING IN ACCORDANCE W/ bOIL6 DIRECTIONS REM0711111'r, NP ALTERNATE PAVING, BY OtHE1lB (N)GONG 6LAD 7650 S.W. Beveland,Suite 120 _ _ _ (N)GONG. GLAD, PER PLAN - Tigard,Oregon 97223-8692 (N)CONG.GLAD, PER PLAN Voice: 503-244-0552 PER PLAN Fax: 503-244-0417 4' t0 lot C�i! 6AiUCUT 11 SLAG I�EPTEI 3,t �4 bP100TN D011EL x Z'-D" OED JOINT Y 1 ° ' DIGGONTIN1.9 R1 pe. LONci • 2'-6" O/G, UNlAP ONE END I'-O' MIN. . GONG. GLAD,6EE PIAN OR PLASTIC COVER ONE END -' COW- GLAD, SEE PLAN ? , I;••f•° Mott- I CIt6HE JD ACsIxRECsATE ,.,.. _ - . Ity" �CLR. - • ,4!" CL It I'-6' MIN. • ,,a' • . . i ll) CONT. DABS PER PLAN T.M. RIPPEY GEE PLAN ° (N)CONC.FOOTIN0, // CONKLTING ZNGINIMS PER PLAN 1'-1111' MM GOMPACTEp /CpLOWp ROt:IC C401•IPA,CTEp /C.1110.16I•IEl, ROCK l . 1r1� tIlllrilyd 6M �M x!0 N ACCORDANCE W, SOIL& IN ACCORDANCE W✓SOILS J !' CLR 1lFbRT,rylp REP.XlT, TYP. WE PLAN 1�i fi4{G1�41si��0 1110 AM 40MI CONTROL JOINT ? CONSTRUCTION JOINT 3 FOOTINCs SECTION 4 TI-SICKENED SLAE3 EDCsE 5 SLAB SECTION 3. .av►-a U3.ISCALE[ ti" . 1'-0" 3, UA-12 SCALA, ti' . 1'..0• 3, sa►-,• (2)04 HORIZ • 4'-m" O/c, Q EXPANSION JOINT LOCArM TYP. EXP: 6/30/08 (1) I 0x2'-6" SMOOTH GEE DETAIL !(/63.1 PROVIDE 6TND. - (1)85 HORIZ 4 W-C" OK 'i DOWEL CW E.4 BOND W- HOOK TYP- Do (1) LAP W/ TYP HORIZ r REAM,GREASE ONE 6TOP BOND BEAM DARE CMU WALL, PER REINF. 2'-6, END TITIC 6HEATTN EA. 61DE O1• JOINT ExrsPT FOUNDATION PLAN Al ROOF LEVEL (1)b VERT. AT CORNER Pvr WATER STOP o (?)�4 HORIZ BACKING ROD A CAULK 41 EA.PAAA rl TIES + B" OK. ON EXTERIOR FACE K'Rr.we N49 • 4'-V" O/C OF CMU WALL PER ARCH. � br,�A�eo�uooK �-.. . ►AutWATER oSLOTTEDOP END txoClce ^.� AT EA. END TTP. VERT. REIR'F. IN GROUTED CELL EA. 61DE OF JOINT • EXTEIRI (PROVIDE (2)45 EA, 61DE OF JOINT CMU WALL, PeR _ y -.. FOUNDATION PLAN ICA.A M Owner: ® (4)�!! VERT. RE". P ACA 6 SECTION 11CMU REINF. PLAN s*,*N CMU CORNER SECTION 9 CMU EXPANSION JOINT 10 CMU PIER PLAN Properties, LLC SCALE! 3. U''A ItIC.4LE, l' . 11' . U3.1 �' • 1'-0' 3. .alp-,• 6000 SW Bonita Road Tigard, Oregon 97224 LINE OF EXIST. OPENING TO Be • 1Jj IN-FILLED WITH NEW 6" CMU, BEE STRUCTURAL CX16T�•RAL NOTES FOR REINFOR CWx r OL-01 I � Protect: � Paul Schatz (N)L 6x4x*/&xm'-B" W/(4) O O - �►"* x 4t}" EMBED A301 Furniture THREADED ROD6 U6MG - / i' HSS COLUMN 61PfP6ON BET AD14E6IVE - �% BEE PLANt 0 , IV Retail (N)CMU H. IMEN WALL, j/ SEE ARCr'OR D610N6 ! O 1`i'P. MAN I-T i Building 0 BLOCKOUT, IUy' TYP. 4--- / 6670 SW Bonita Road R �4xl2xl'-m" W/(4)Ey"xti" GEE PLAN 4tEMBED Tigard,Oregon 97224 GONG.BLAB � i I SINfP60N WEDGE-ALL STUD AI" NON-6Ni(•�HOI! / -- WOOKGEE PLAN HRMK GROUT AJQOUND JAMS STEEL, TYP i ° PROVIDE %" FOR JOINT (N)CMU WALL PIER, (2) HOR17- EA PACE Mo4iERIAL, SEE ARCH. / PER PLAN • 4'-m" O/C VERT. • 1'-4"O/C -- / . . • a • • • °• EXIST.6" CONCRETE (U 45 DOWEL x 2'-m" AT EXIST.6" CONCRETE WALL EEE �� ••• WALL PANEL - FIRST CELL FROM EDGE Sheet Title: ° OF OPENING AND • W-O" Foundation O/C. EMBED b" MIN. INTO 3' CLR WE FLAP!P01!61M I EXIST,COC.U6MG SIMPSON '61!T' ADHE6IVE. Details 11 CMU PIER PLAN 12 CMU PIER PLAN 13 NSS COL. / FOOTINCs I4 CONCRETE MALL IN;'!�_L 3• �•-!0 3 IRA-111 SCALES I" ■ I'-0" 3. a"-1111 60-14LE1 3, sz•-ae SCALE, 64 I'-d)" �- 2"0 x 6" PIPE SLEEVE, TYP. - NEW STEEL GUARD RAIL NEW RAILING NEW CONIC:. STAIR LANDING PER PER ARCH, TYP. SUPPORT ARCH. SEE Ib/S3.1 FOR REINF. NEW 4" CONE. &A` %J/ PER ARCH, CONTRACTOR 6HALL USE WIRE DAR P061TIONERS OR 04 • 2'-0" O/G EA.WAY �• GOMIPACTED GRAVEL FILL OTHER SPACING DEVICES AT INTERVALS NOT _ .� i EXCEEDING 200 BAR DIAMETERS. Revisions ___ I,-`" • / EXIST. GONG. �---� WALL PANEL 18 September 2007 3tj" MIN' 2"MIN. Plan Review PER ARCH. NEW COW-WALL AND 2. 26 September 2007 _ GI.R: t0 CLI: TO p EM F' EM Rte` FF. ELEV. _ EXIST.GONG. Construction Changes NEW C7"AJ WAIL •' •� ++4 D/AI'!6 W/b" ELIDED INTO 04 • 2'-D" O/C (4'-!' MAX! a ° ° REIN!•. PER 15/53.1 - --------- ---- - - -- WALL PANEL PER PLAN CMU WALL AND SIP'PSON TYPICAL ° 'GET' ADHE&IVE • 2'-0"OAC r 4 o ° v DOWEL FOOTING AND NEW 6" CONC-WALL W/04 • I'-4" WALL RE". INTO EXIST. NEW LONG.GLAD FOOTM11 PROVtD! 44�" SOLID GROUT ALL SOLID CsPMT ALL NEW FOOTMO O/C E4 WAY.HOOK VERT.B11R6 CELLS, TYP.U.N.O. `:�+ CELLS,M. UNO. �' C vUEL tGP LONGITUDINAL PER PLAN INTO FOOTINfi,ALTERNIATENOTES, MIN. EMBED W/GIMP60N _ DIRECTION Cr FOOIC GET' ADHESIVE. t� PER PLAN , WALL. PROVIDE 4" EMBED NEW C NC,M - CONTRACTOR W EQUALLY' ° A v is VERT, REINF, TYP. 45 VERT.(EMP, TYP. DEPTH. NO EPDXY EMB D. FOOT11,16 DAC#ILL DOTH SIDES of ' ° a i PER PLAN WALL DLRINIi CONSTRUCTION WOOL REIN". GEF_ <. HORIZ. rlEMP. GEE - EXIST. SPOT FOOTING - / PLAN OR GENERAL ":� "' PLAN OR GENERAL ° 6IIOIfJr1 BEYOND - FOOTHA TO DE A MINIMUM OF ' I'-&" BELOW EXIGYM a^ADE. / NOTES NOTES — 4 -°__--.i-- - _ / a�_j.____--- r- ter-c--- `� -� MLMN DEISM to r.C, o?. &L PRO IDE COMPACTED / i < ' d 1 "WITS PKIFkA n,ILL a i Mss DRAWN AM M��D1,4,1Mm of ° CRr<JShED FROCK DACIQ°NG spa dQ� � � I WT TO n"USIE a�Rttl•RDotIC.� Ar,[ (2)*4 CONT. I ° v a •- TO D0T70M OF EXIST.FOOTING I WANNER, tl,arr M rl.olt �RIrnN • ° EXCAVATION OR*IRM, 0 Of AW S• ° UIE216TUROLED NATURAL SOIL EXIST.C 74GRETE • I t t 3003 aF r mt,DKINN aRaUr, r.c, Date: 27 Jul 2007 ° 3' CLR FOOtMtsti ---------- ------ ------- ___ __----_� _ ---'� NEW CONC.WALL CENTERED REINFORCING EA. DACE REINFORCING --- - Y FOOTIAiIi PER t5/6*.1 j (STYLE B-IV-4H) (STYLE 8-2V-2H) UNDERPIN NEW FOOTING Drawn by: Checked by: © — AT EXIST. WALL PANEL , ter-�•w— � DMS/STS RNT QQ WA-27 SECTION 18 F 15 SECTION AT STAIRS 16 SECTION AT STAIRS FOOTING SECTION 3. SCALD �" . 1'-0" 3• OtA-f1 (I Job N imber: 106051 A2 ecALE# ti" , r-m" 3. •A-� 6ca.E# r . 1'-0' I 3. •�►-� ,t t t. - 6CALE' ti • 1-0 Sheet 23 oL C,25 of: Permit Submittal - Ju T 3•i July 2007 rnta roe•:6sss.02 5 ow.mop ' �. .. :. .:,.: ,� ,. -, -. HL'.nF` avM:k . ..,. :�a. .v.:,p'ty'hY-7M1111�;,',yj'"•�•"LiiJY1'x�11er ._..-- .An',. y. t - � - - •tM:Kr[!'.fJi,+t' .1i-',1YfF/..t-m.r,1:9xRN[1 !!'.17p.:.x,4...-v[.A '•tn:tr I i AMM } r. 7 R •A ...q...�.•._...................a.,.........,r .rir .w.....,•e,..e.r...e.r......n.._,+.N•aw-aw.i..._:.w...•.,.v.,,.r,....-ww•._....- ' -- - . .......—. •, ......s,�b.r._. M.+rr•rn....rr ' I -; .... - T.- •-..e•.. .,...e- w+..,.w«,..a..,-•..r.........iw.•.-e.+•an.s.w.w.... ,•..-.r.w.o.«..c. r...r,..+...--rrarlM...•« _, ._, - _ ,,,mn.a...ra••. .,. • :w ,..+w.rir.e+..: w ..,. s..... - w;v...u+..�t,.H... _ .. ... . . ,-r..,,.- ..m..b,u•-•..0.n.•...:.s.se....,. .-..., ...•t w-w•r. -- �. a 1.iii ,g '"Yu -- P.T. 4x! TOP PLATE W/COUNTERSUNK i I"♦ x 4" EMBED A.15. • 4'-(a" O/C a 6" FROM ENDS, TYP. P.T. 4x& TCA" PLATE W/ CMILDREN DESIGN GROUP P.C. fJIIJTER6l1�MC by"♦ x 4'' Et ID Ii" FROM TK A.B. • a'-o" o/C 7650S.W. Bev 'r 4 OM ENDS, TYP. SIMPSON TT760' • 4'-D" o/C nRCtIrrFCTURE 4PACE PLANNING W/ S eland,Suite 120 %"• x b" EMBED A301 THREADED 6IMf%ON "MAO' AT EA J016T LLV %"♦ x 5" ROD U61NG SIMPSON '6ET' ADHE6IVE Tigard, Oregon 97223--8692 EMBED A301 ROD IN SI1`IPSON 'bET' ADHESIVE . Voice: 503-244-05,52 AND 6W (11) I&d x 214" NA16 AT EVERT OTHERROOF SHEATHING, PER PLAN HOLE (34" O/C.) Fax: 503-244-0417 6IMP60N 'C614'x9'-0" STRAP (2)R3 HORIZ A • 4'-0" O/C W/NAIL6 PER j SIMPSON MTT2/5' AT EA J016T ROOF SHEATHING, PER AT ROOM ..; SECTION 'A'FLAN W/EXI6TN�Gs / %"0 x 4" EMBED A-101 ROD ROOF FR IN SIhIP60N 'SET' ADHESIVE AND �FRAMINGFRAMINGC�C'WALL / W/(11) l0d r 21,4" NAILS AT EVERT tJl ROOF JOISTS, PER ,� ae' V-4• PRIUVIDE 6ELr- ROOD GMATWING 61HP60N 6TRAP Q OTHER HOLE C3 " 0/C) ROOF FRAJ•fIWG PLAN ADNEbivE MOISTURE -` / COtiBITL9'INGRIEH asrrsss PER PLAN PER FLAN DAMIR19 t TTP• EQ. 1x6 ��FULL LME OF � NEW ROOF aHEAtHING l2) HOR►Z `` EXIST.ROOF At ROOF � i ENOTH OF STRAP PER PLAN PROVIDE 6ELF- p p LEDGED TJI ROOF J016TO, NEW ROOF JOIST �d VW ADHE"VE M016TURE p PER PLAN PER PLAN PER PL IQ-4 OAA in TYP " 3' - 3' LAP ZONES PROVIDE IQd x 2b" 7 F!>16 tM 44&W00 WALL, PROVIDE (1) NAILS • 6" O/C FOR CMU�I FOt►�At LPLAN �d x 2',4" NAIL6 MAININGOF 6tAP LENGTH NEW LEDGER ' LOCATION OF n `_ ' PER PLANIn - LEDER SPLICE /1 � l P REQ'D 1 CMJ WALL. � L ,.: 6 MI'60N STRAP TTJJ ,'•4 MI.. FtQ MN 'Q RECTION AT LEDGER TJI ROOF JOIbT, P ROOF J016T: A PER PLAN PER PLAN tri BLOCKIW. i PER PLAN - - LtDGER. �111 6P1PbON 'MIT316' TOP WED 6t R&WIA'I!E IIEGYIIRED. bfl1F'9(7N Mi x316' TOP - - NEW 61M . :MIT316'ter JOIST MAMEREtBIER TO FACIVIDE MOUNT HANiER,TYPO. MOUNT HAIL#!t T'T. � (tOP M013+1T HANGER GL BEAM,MCR WALL ANCHOR �^'�-•�••••...� N=i JOIST MANUFACi�.'r" TO ROOF FRAMING PLAN S !'LAN OF HEATHING NOTEI J016T MANUFACTURER TO PIb,)V9DE J0. PROVIDE UM STNN•D�R6 0M REQ'D. (RO NOT bF1OUAl FOR CLARITY) WED 6TI1*M 1110 WHERE REOUIMD. A /7"*N ROOF SECTION 2 ROOF SECTION 3 ROOF SECTIONU4.14 ROOF SECTION Exp: 6/30/08 6cALE� r . r•�' 4, ,L►-/. bCALE= r , 1'_0' at�-a. 6C,4LE, 1' . I'-0' 11ZA-100 !A;ALEs 1" ■ 1'-0" Cal. BEAM PER PLAN 4" r PROVIDE 6ELF-ADHE6IVE LEDGER MIN. 016CONTINUE LEDGER MOISTURE BARRIER At BEAM PER PLAN AT GL BEAM END M CONTACT W/CMJ WALL, TYP. +: I dQM PROVIDE CLEARANC E ROOF SHEATHING PER PLAN JL AROUND HANGERS FOR 3'-O" OVE!!1_AP, TYP. tlOTH SIDES. (2)ab HORIZ - - --- - iP'ibTALLATION OF 6IMP60N (N)GL BEAM, PER PLAN PROVIDE 16d NAILS AT OVERLAP AT ROOF LEVEL 'tllEN-HD' SCREW ANCH09a!!. AND FILL ALL HOLES. Wd x 21/4" NAILS • 6" O/C O o o p O DO NOT DRILL T LLiAL.L —__--- - (t) "• x S" G"TOED ° ° DOREINOT T. Owner: 6" MIK SIMPSON 'CM6T12' 6R'IPSOPI 'TITEN-HD' SCREW - I-_ °° PACA x 20'-O" STRAP ANCHOM,C4)EA 61DE OF BEAM. WECIAL IN61BECTION----------- -- - 16 "2� DO�►RE� L Propert ies, LLC - — -a IN '' X& V3LOCKINT,p• G ^;' HORIZONTAL BARE I O O TO ALIGN LLV !2)'14 NI01�'JZ. EXtEND ELEVATION -- I IR' --- bTRM 2'-6" MIN. EA 61DE +, PER DETAIL 6/1164.1 OF GL REAM --_ •' (4)1115 BARE EA.FACE. p p 11/2, BARS TERMINATE AT TYP} �I 34 NEW CMU WALL. PER PLAN � ♦y p I 0 I TOP OF PARAPET 6600 SW Bonita Road LELXsER J LEDGER - - ROOF JOIbTe up PER PLAN L NEW GL BE,nitPLAN L6N WV FOR CLARITY Tigard Oregon 97224 611 IWr RBON "IT316' WM LEDGER NOT 6WO HANGERS PER PLAN FOR CLARITY. SIMPSON 'HGUM25' Hk714 ---_—� -- i _ " • II CAPACITY HANGER W1MSOPENING 7-- /601ON ___ EQ SIDE OF H86 COLUMN W/ 'SDS-1512' 6CREIUS. FILL ALL IN WALL � J _ OPENING IN WALL *6 V 44"011.5. SEE PLAN FOR TTP. ANCHOII' SPACING AT LEDGER 7 NAIIL HOLES. NO SPLICE WITHIN FIFBt 6'-0", TYP. _ (N)1.166 COLUMN, PER PLAN E Project: '� ROOF SECTION 1 WALL ELEVATION 8 ROOFS TI Paul SC hats 5 ROOF SECTION '" �, EC ON 4.1 UA- 6CALEs r' . I'-V" X4.1 U"-� SCALE, r . 1'-0' u"-102 ecALEt �" ■ r-o" 4.1 S"-:• 6cal.E1 r . r-e• Furniture - �I _ KICKER FORCE KICKER FORGE Retai, D-OS L56. LOADS TO BE INCLUDED EQ 1 D■90 L06. Jr Building - ,�i LOADS To BE INCLUDED 6.419 LBS. IN JOIST-A DESIGN• ION OF EQ. ° ,HCl 6.419 LI S• IN J016T DE6K0l. ARROW& 6670 SW Bonita Road W.129 LBS. INDICATE DIRECTION OF V i11N FORCES. SEISMIC LOAD W 129 L56. INDICATE DIRECTION OF 1 SHOWN AT ASD LEVEL. L 4x4x14x0'-1" V ■ FORCE& 6EAMlC LOAD Tigard,Oregon 97224 E�206 LBS. E R,■10fr L56. eW SHOWN AT A6D LEVEL. 3tt" T"BERSTRAND L6L BLOCKING L 4x4x4x1V'-1" W/(2)%"♦ T DC015LE ROW OF bd x 214" NAILS EIOLT'S TO 4x EILOCKING AND(I ♦ Is 6" O/C AC M066 BLOCKING, DOUBLE ROW lid x 2',14" N. IL6 THROUGI4 BOLT TO JOIST, MROVI STAGWR ROWS • 6" O/C AT 4x BLOCKING, ROOF 6HEATHNG PER PLAN 2" SQUAW PLATE WA&MR6. - Q 4x6 DA 42 EILOCKING W/ 6"0&7N6TAGWR ROWS. "♦ tHISOLIGII !JOLT FLOOR SHEATHING PER PLAN 'HUS46' FACE MOUNT HANGER! AT Sheet Tithe: Ea END 7! 1LEDGER AND SIMPSON Heb FRAMING PER R(1G11 Framing TITEN-HD' 6CREW ANCHORS PLS dEFIR MIWS NO ANGLE BRACE it (0)GIMPSON '6D625/300' (1)GIMP&M 'LHV' AND 2/549 ---.— 6CREILJ6,EQUALLY 6P,6CEp ANt3LE6,111 EA SIDE, " (2)�5 AT LEDGER LEVEL TMNOLIGHH REINFORCINGFR PLAN. 129-691 T AT SIM.CCMDItION DURING INSTALLATION Details (6)TOTAL MOD SOLID GROUT ALL METAL D ING3 C4 R� /Z_0 ROOF JOIST,an PLAN x LI�;tEL6,U1L0. — FOR SIZE. PROVIDE I LINTEL REINF„OEE NOTES T/bTEEL PLYWOOD BLGCICM13 2 CMINJ x x x � AT JOISTO AG MOD. - -- �j `LING NOTY& WVAMEG, 1 1. (2)4 MIN. AT ALL LINTELS. 6ltE PLAN (2) b BAR6 • 2'-0" O/G AT ALL EQ. �- nOOF JOIST L PLYWOOD OR MICROLAM BLOCKING SECTION LKML& PROVIDE STANDARD 2. (4'% At LINTEL6 ° L 3x3x'/4xREQ'0 ° p EQ. L 3x3x14xREQ'DFIELD PER PLAN BOT14 61DEG OF JOIST W/(6)!d NAIL6 a HOOT(, ALTERNATE DIRECTIONS. &PPORT!NG CANOPIES, OR A"♦ 7 *H BOLT LENGTH. Lk?•!6TH EA.SIDE REINF.614WH ALL BE CONTM" ERE SPAN 16 GREATEN /C N • 4'-D" O , TYP. ✓ A NOT TO EXCEED LOCATE TO PARAPET LEVEL - THAN 10'-D". CHAWEI. PER CANOPY V-0". SEE PLAN L EXCEED LENGTH. LENGTH NOT t0 FRA1-TING PLAN SLE � FEN! 6PACING. ILy" TIT. J EXCEED !1'_0". SEE PLAN FOR 6PArCMG LINTEL 15LOCK TIT. — 3. WE DETAIL 11/63.1 FOR BAR 1I"IN AND , SEE I L 3x3x14xMQ'D LENGTH.BRACE CLEARANCE. WT 4xB dx0'-4" W/ A SEC r r.1ti ® 2 fNl� LENGTH NOT TO EXCEED 9'-0", !414& BARE AT LINTEL WT 54"0 THROUGH NM PLAN FOR SPACING. © ® 4. DO NOT SPLICE BOTTOM LLt/CANOPIES, TTP. BOLTS y-"�� FWRIYONtAL BARE N LN1EL. Q 9 SECT ION . ,, -�, -. .. 1� SECTION 11 SECTION 12 SECTION Revisions: eCALEI I' . I'-0• a:A—JI , � ---- 1. 18 September 2007 6CALt� I . I-054.1 6CALts 1' • 1'-O' Plan Review 2. 26 September 2007 Construction Changes MLMN[111MP.C.. 2001, All V41OK 11K/11 ONAMVr ARE W P,ROK*V OF NUMAM AW NOT NK L-290 OK11101AR�4PNI IM ANY IIA►ftk EXCEPT 1,+N " M" VWMN F[R 111011 OF WMN M2101 Nor, P.C. Date: 27 July 2001 Drawn by: Checked by: DMS/STS RNT Jot, Number: 163051.02 Sheet 0.� �� o2 j of: Permit Subrn. ictal , Jul 2007 S4' y TMR JOB':6296.02 rj rip i 1 ,,,.x • .. ; _ I•Y•111�{ZMMMLplMlAMAMMI+wswN�wrn ..- - ..-.' se�lwrc.aape.NMM1.''w...Taww,»..rwarown•nw.r�w«6Nn•R•a j N { . 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METALDEacMG � PER DETAIL 41645 « p` METAL DECKNG ` CHANNEL . 2b CLEVIS UJ/ TYP. n PER DETAIL 4/649 a' C 12x20.9 S 16.61 H66 4x2x% - - ;4"• A36 TIE ROD 71(i 9 R= ---- W VERIFY 4 N66 END R 14►x1lEGi'D WIDTHI r IE W/ ARCH. 20 GA x Itl l' 'HR-36' R00F x MCI) LENGTH,W/(2) ►`y" (WIFE IE DECK W/ W GC91M a %"• THROUGH DOLT6 C 12x20.9 PER PLAN L TIE 1111110C OCATION LOCATION NEOPRENE WA6410R AT A'!D 3"SQ. I! WA6FSsR6 I 20 GA MR-36 I 1 EVER" OTHER FLUTE AND ROOF DECK - 4!" IWIFE E AT 6" O/C ALONG LEDGERS Owner: ;3 H66 4x2x �! W66 4x2x 4 — TIE Rop DD,SEE 4/64.2 T 114MIEL 5_ 2 C _ _ - - 3 p - C I2x2O.1 C 12x20.9 t R 3� MIN. - _ ` O PACA L 2x2xLEDGER 3, O 4, Properties, LLC i 4'-0' I 41_0. i I 116 2-12 - -- - --- C 12x20.96 I ' 3� I �"♦ THROUGH DOLTS w � x2 t 20 GA RADIUBED I C 120.1 2• C 12x20.1, Tl'P. 4--0" 0/C � '' L 2x2x�LEDGER GEE YOUrf ALL D NS IOAND WRIFY ALL DIMEN610N6 AND HR-36 METAL DECK i ELEVATIONS WIT ELH68 4x2x�!(i PLANE (1/642 AND 2/649) 6600 SW Bonita Road ARPr ALL EVATI"WITH ARCH. WITH ARCH. SEE ARCH _ ELEVATIpI16 WI�ARCH. AND LEDGER DI6CONTINUOU6 2 W66 44x2x%PER PLAN Tigard Oregon 972?4 a . 1 TYP. CANOPY FRAMING PLAN 2 TYR CANOPY FRAMING PLAN 3 PLAN AT CANOPY Q 4 CANOPY SECTION 5 ISECTIONaTA�I „ IIIftA-37 /�� M6 , I-� 4 6CALE, �11 . I'-0" 4 tz►-D7 SC Al !, III , II_OII 4 QA�� . IVVPIIVG BCALE, I • I-0 � 6CALE, P . I'-0' Project. Paui Schatz i Furniture - MECANICAL WIT Retail - BY OTHERS PROVIDE 2x6 6 16 GA CLIPS W/(S) Building MUMMG ARGIIMp "IO TEK 6CI11EW6 PER DUCTS AS Rt0'D CLIP,(4)CLIPe %*QV, 11-011, »,F,. Ti70 SW Bonita Road gard Oregon 97224 ChU WALL,PER PLAN 0 SEE CLIP DETAIL. 'A' ON 4"IiQNIPE PLATE 6' D4x' 6x0'-a" Wi(2)3,4"s THROUGH - tt EIOLTS. 129.=DRILL THROUGH 3 ROOF SHEATHINCs RTU CURD NOT WOOD DL.O00,112 RLrCUMD - CLIP � MIX PER PLAN SHOWN FOR CLARITY LOCATION jAM MECH.WIT _ IN %~-VFA AT ROOF JOIST T1T. FLASHING 6HOIW FOR CLARITY - D' O INTERIOR FACE PLAN t�. DF � CURD 6U1°F�ORt PROVIDE PLYWOOD Q h � �� !e) Sheet T,tle: MU646' W Wr ERS, 1 y Od NAILS EA.SIDE, Can® Li.846' NANGER6, il'P. TYPO: AT HANGERS Canopy GEE NOTE. ECL r CURD SUPT "'EMBER P44O"IDE "0 �°'6 0 Framing Plan 2.6 CLEVI6 W/54111 8 O J 1 lith PER I-LAN, 7/67 2'-0" Cl/C AND AT b" FROM A36 TIE ROD EGL CONTRACTOR OPTION, TOP ROOF J016T 1 ENDS OF CURD.MIN"JM 4111 CENTER CURD ON NEW Details S ROOF JOIST MANIPAC I R. HANWA SEE 7/61 FOR TYPE EMBED INTOME�T TiJ! R 1►�+ 6TRucTURAL A ? -.d De t al l s, FLANGE WANL ER 6PECIFIED BY PER PLAN 61MP60N US' FACE MOWT � - ��TLI Details ELEVATION Al CONTRACTOR OPTION, J0I6T SUPPLIER TO PROVIDE A Q © SIMILAR TOP MOI.NT HANDER FOR CURD SUPPORT. 1 6 CANOPY' SECTION TYP. RTU FRA?'11NC� PLAN 8 SECTION AT RTU 9 SECTION AT CURB SCALE, I' • I'-0' t7A-U OCALE, 14" • 1'-0" ttA-X . 1_ . Wr-V• " I " BCALE, 1 . 1 0 SC.4i.E, Ib _. 1 0 Revisions: 1. 18 September 2007 Plan Review 2. 26 September "21.107 Construction Changes I WIMN 011M pP.Q. MO. ALL _ ROTS Ntft1111111Op INSIE DRAtMOt AIR M /RORRTY Of LRN tt=D 0D"R[N P. 4 Nit TD ORMiFI0fM MN V1 =P. NMPRtMt �M" Etof II 0181[11 OROUr, P.C. 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