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8530 SW PFAFFLE STREET kXINIcoll , 9025 S.W. Center St. — Tigard, Oregon 97223 -- Phone: 503 620-2.086 a d a v ® a v Mp a ©RL Fax: 503 684-x636 An jy cop,-- P v r , E D if A-D ID (DIN (0 DC) 31 N 16,50.7 4f4), 15 �l ABBREVIATIONS BUILDING INFORMATION PROJECT INFORMATION r TABLE OF CONVENTS ADJ. ADJACENT MECH. MECHANICAL BUILDING CODE: 1997 U.B.C. W/ OREGON AMENDMENTS COV GENERAL IpFOR}WION AFF. ABOVE FINISH FLOOR MIN / MN. MINIMUM ALT. ALTERNATE MISC. MISCELLANEOUS CONSTRUCTION TYPE: V-N C0.1 COVER SHEET ALLUM ALUMINUM MNT. MOUNT. / MOUNTED CC��p APPROX. APPROXIMATE MTL. METAL EX:;,'!t4CG USE: SINGLE FAMILY RESIDENCE (R-3) " API 'r t i CID RITE II-OMIMION REVISIONS: ARCH, ARCHITECT N.I.G. NOT IN CONTRACT DAVE DALTON N1COL1 ENGINEERING, INC. - BD. BOARD NO. NUMBER PROPOSED USE: CATERING BUSINESS (B) 8530 SJU. PFAFFLE ST: 9025 S.W. CENTER $T. GI.1 SITE PLAN BLDG. BUILDING NOM. NOMINAL CA,. CLEAR ANODIZED I.SF.S. NEAR SIDE AND FAR SIDE CONSTRUCTION: V-N (WOOD FRAMED) TIGARD, OR 97223 TIGARD, OREGON 97223 C12 LANDSCAPE PLAN N.T.S. NOT TO SCALE PHONE: (503) 639-7211 (503)620-2086 CI3 FACILITIEb A,ND C-tRADING PLAN O.G. ON CENTER CONTACT : JAM:S C ANDREWS GEM. CEMENT OD. OUTSIDE DIAMETER DESIGN CRITERIA CER CERAMIC OPP. OPPOSITE SITE INFORMATION �1D ft" C.J. CONTROL JOINT T.T. 'PRESSURE TREATED CLG. CEILING T.L. / PLAM PLASTIC LAMINATE - C2.1 SITE DETAILS CM.U. CONCRETE MASONRY UNIT PCC PATTERNED COLORED CONCRETE BASIC WIND SPEED: 8m MPH : COL. COLUMN PLYWD. PLYWOOD EXPOSURE I ADDRESS8530 S.W. PFAFFLE ST.tIGARD, ��REGON CONI::. CONCRETE Fier. / P.T. PAINT I CONT. CONTINUOUS P.S.B. PENCIL SHARPENER BOARD CURRENT ZONING: C-P PROFESSIONAL COMMERCIAL CORK. CORRIDOR O.T. QUARRY TILE SEISMIC ZONE: 3 C.T. CERAMIC TILE RAD. RADIUS DET. DETAIL REFRICs, REFRIGERATOR CURRENT USE: RESIDENCE DIA. DIAMETER RD.L ROOF DRAIN LEADER II DN. DOWN FcINFREINFORCEMENT PROPOSED USE: DALTON 3 NORTHWEST CATERING DW DISHWASHER READ. REQUIRED PROJECT DESCRIPTIONI r D.S, DOWN SPOUT FES. RESILIENT LEGAL DESCRIPTION: TAX MAP: 15I350A DWI. DRAWING R.E.U.H. RECE65ED ELEC. UNIT HEATER TAX LOT: 1000 EA. EACH RM. ROOM THE APPLICANT OPERATSS CALTON'S NORTHWEST CATERING FROM THE EXISTING E.IF.S. EXTERIOR INSULATION R.C. ROUGH OPENING BUILDING LOCATED 8530 S.W. PFAFFLE. A3 REQUIRED BY THE CITY OF TIGARD, AND FINISH SYSTEM SC SEALED CONCRETE MR DALTON IS REQUIRED TO OBTAIN SITE DEVt=LOP1 1EN r REVIEW APPROVAL FOR E.J. EXPANSION JOINT S.C. SOLID CARE CONVERTING AN EXISTING RE51DENCF_ TO A COMMERCIAL CATERING ESTABLISHMENT. SITE AREA: 10,890 SF. .25 AC. (100%) ELEG ELECTRICITY OR ELECTRICAL OF. SQUARE FEET THIS 5UBMITTAL IS FOR A SITE PER1111T FROM THE CITY OF TIGARD. ELEV. ELEVATOR SCG SMOOTH COLORED CONCRETE BUILDING FOOTPRINT: 1,?85 SF. 01.8%) E. EQUAL SHT. SHEET EXIST. BUILDING AREA: 1,888 S.F. FNISTING ST. STAIN — EXP. EXPAN5ION SIM. SIMILAR BUSINESS DESCRIPTION PROJECT: E.U.H. ELECTRIC UNIT HEATER STD. STANDARD ASPHALT PAVING: 1,550 SF (14.2%) EXT. EXTERIOR STG. STAGGER THE CATERING BUSINESS WILL PREPARE FOOD 4 DRINK ITEMS FOR OFF SITE 1 F.D. FLOOR DRAIN STL.. STEEL LANDSCAPING: 6,461 3F. (59.45K) CATERING F.E.G. FIRE EXTINGUISHER CABINET STOR STORAGE CONSUMPTION. NO ON SITE SALES OR DINNING IS PART OF THE BUSINESS OPERATION. DALTONS F.H.C. FIRE HOSE CABINET STRUCT. STRUCTURE GRAVELED AREA: 1,590 S.F. (1469k) FSI. FINISH SUSP. SUSPENDED 8530 S.W. PAFFLE St. FL./FLR. FLOOR SYNTH. SYNTHETIC PREVIOUS LANDUSE ACTIONS P_ ED TIGARD, OREGON 97223 F.O.B. FACE OF BRI:K T.O.S. TOP OF STEEL F.O.S. FACE OF STUD TEL. TELEPHONE 317E AREA: I0,D90 5A .25 AC. (100X) F.RT. FIRE RETARDENT TREATED TW-- THICKNESS SITE DEVELOPMENT REVIEW: SDR 2001-00004 GALV. GALVANIZED TYP. TYPICAL BUfLDINCs FOOTPRINT: 1,289 S.F. (11,8X) CLIENT: - GYP. GYPSUM U.O.N. / U.N.O. UNLESS OTHERWISE NOTED MINOR MODIFICATIONS B HGt. HEIGHT UTIL. UTILITY l,lILD1NG AREA: 1,888 S.F. HORIZ. HORIZONTAL V.C.T. VINYL COMPOSITION TILE VARIANCE: VAR2001-2005 VICINITY MAP DAVE DALTON HR HOUR VERT. VERTICAL .45PNALT PAVING: 5,491 SF <50.4�•) ID. INSIDE DIAMETER V.W.G. VINYL WALL COVERING INSUL INSULATION WC. WATER CLOSET LANDSCAPING: 4,110 5F l378X> 17930 SW McEwan Rd JOT. JOIST WD. WOOD JT. JOINT W.P. WATER PROOFING GI'F'AVELED AREA: 0 S.F. (0x> Tigard, Oregori 97224 LAM. LAMINATE W". WEIGHT M.O. MASONRY OPENING W.W.F. WELDED WIRE FABRIC PARKING: 5 TOTAL p MACH. MACHINE W/ WITH ? Bate: 12-12-01 MAX. MAXIMUM W/O WITHOUT STANDARD SPACE'S: 2 m /� Scale: XTG. EXISTING COMPACT SPACES: 3 S,W, PFAFFLE Drawn by: DJL � ADA (14C) SPACES: I Checked by: JDA Job No.: 00-1101 Drawing No.: P-COVER I CITY OF TIGARD Approved........................................................ Conditionally Approved.....................................( ): REOFf"'li/M For only the work as described in: PERMIT N 0.,5Z2520,0 Z-""0 See Letter Follow.......... .............................. ( ): Attach ......................... .:„.......( ) Job Add E.s � �^-�/�f�✓=f/ .3 ► By: _ -'_----Uate: . 743U1L L)A I+tr A r Pfaffle Sir.8530 SITE PERMIT SUB AL SHEET 1 PLM2002-00033,5172002-00002 LJ 5 C0 . 1 —NOTICE: PRINT I I III II IIII III 1II MAGES NOT AS CLEAR AS THIS NOTICE, I J _I I III 1II I II1 II I' 1II 1III I1�IIIII IIIIII IIIIIII III III IIiII I C "°.3IT IS DUE TO THE QUALITY OF THE AN I � 1I II�IIIIIIIIIillllll IIII1IIIIIIIII1IIIII (IIIiIIIII�!III�IIIII IIIIIII!I�lill1lilll IIIIIIIII�IIII�IIII�►IIIII►II��Ill�lllllI�lillllll IIIIII►I�IIII�III��Ii11lllLlillll��llI9IIITORIGINAL DOCUMENT je �I1111>111111111�1Z11111I I���IITII�IIrIiN:wII 1 - II IIIIIII 111111111111111111 I,II�IIII IIIIIIIII IIIIIII�I 11�� ►IIIIIIIIIIIII N 10 co � I � I VACANT LOT NC r PART OF SUBMITTAL ��. I \� 9025 S.W. Center St. - Tigard, Oregon 97223 a TAX LOT 1200 I � Phone: 503 620-2086 Q 277 'IA € . Fax: 503 684-3636 "I"o cNERRY TE I � �°a CHERRY TREE -- -- -- � --lab STATE HIGHWAY PROPERTY' a HWY. 21-1 \\ Q ` ? TAX LOT 1200 \� .04 AC 8"0 CHERRY TREE I �` 15'-0" ACCESS EASEMENT I EXISTING LAWN-� I �y � I - / I EXISTING GR4v 1_EU -- - -- -- — - - -- - - -- - -- PARKING AREA \\ NEW 6" CURB SMGLE FAMILY RESIDENCEEXISTING j I ANT — TAX LCT: 300 DECKS i --NEW F'_ ERS EDGE OF EXISTING 15'-0" ACCESS EASEMENT D PR6� A.G. PAVEMENT I -EXISTING CONCRETE \ ` 15 50 7 BALCADW 1 SLAB FOR DUMPSTER - I C2.1 4 NEW A.C.-"' I EXISTING RESIDENCE � 13"01 FIR TAX LCT 1000 —EXISTING PAVED DRIVE ' 1 NEW - >?. --•-»------ \ ,•f�� N..K`G.,�rV`Cj/ 1 1 CELL TOWER I PROPOSED P+ R'KING 9 -0" B'-6" 8'-6" �"' �l 1 TAX LOT: 1100 I / SPACES 1 19"a CONIFER• I Q r EXIST INC CATCH BASIN � �� I I Ll �� Q � '1 -6 11.611 _114 6 CONIFER _ 1 • I I t I ` J. I 1r�� 1 , t ' .-------- 'I___--------------- —_— __64 - __— _ i Q � �� EXISTING CYCLONE F�GE 30"0 COfjTTON11.1, PAVED PARKING AREAXISTIN6 WAT h1 T 'ROPEN DE ER E k �EXISTING APPROACH R POSEDI C2.111 a COTCATCH BASIN "== 1EDGE c7F PAVEMENTNEW BICYCLEWs PROPO. D 10'X19' REVISIONS: - - - -' - - - - - - - - UTILITY UTILITY POLE - - - - — i `t �� ` RAGKPAWI SEE SCREEN D DUMPSTER '; Q ___________ DTL. 3/C2.1 ENCLO RE W/ LEVEL n Ni'W CURB AND O RADE. ROVIDE OPEN 2 WHEEL STOPS FRONT tSIDE GATE PER I; Q 7� PRIDE DISF`05AL C2.1 PRIDE PROPOSED RAMP--�� ' DECK 1:12 MAX SLOPE -- -- -- -- -- -- •-- -- --- -- -- ;nl 4" CONCRETE SLAB FIRE HYDRANT---.) 01 • 1 I' PROPOSED LANDSCAPED SITE PLANEX15TING CONDITIONS I AREA SEE SHEET 1.2 '/ 2ND LEVEL � I 1/2"=10' ` BALCONY NORTH ' 10 0 a I; x 1�00 °1 ,I I LAWN-"" EXISTING STRUCTURE a %5 ( T E ( *I F d R M A T ( 0 IV I / _ EY.-' TIWAY TO BASEMENT -- I i (FOOD PRE") EXISTING I EXISTING RETAINING WALL EXISTING LANDSCAPING PROJECT: SITE AREA 10,890 SF. .25AC. (1009.) EXISTING TREES TO BE REMOVED , :• !• � BUILDING 1,289 SF (FOOTPRINT) (11.890 I NEIL / EXISTING PAVED BASEMI':NT■599 SF. I IONA OAU. I ROMP TJ FRONT , 1 DRIVE WAY DALTONS CATERING ADD T L R Dc.OF ADJUST Q 1 FIRST F1.00R■690 S.F. DEDICATION �, AS SQUIRED �— EXISTING CATCH SECONC, FLOOR-599 SF. B - - -- -- -- --- -- -- -- -- -- - -- - _ - - - __ ®_ � ASINS TO REMAIN 8530 S.W. PAFFLE St. n LANDSCAPING 461 SF. (59.496) - 10©' � I � 0 I TIGARD, OREGON 97223 PAVEMENT 1,550 SF (14.2%) ,n - - — _ - - - 1 RELOCATED WATER METER - � —•—�— •'�:'.ra :p'� ,:i. .. 7., ,4 ��• .`�a' 1.:tr, . .f7ti I..i•'ti i ,:,u•. :�� :�.: L••.• •. ; t,,}'. •+.4:.1 ',1�:r:'i .,. `,i..•... GRAVELED AREA 1,.;SO 5F. (14.6 ) ti . ' :�F + 4 r• . .. �y.; •".., ' L �f. ti �„ F -- K CLIENT: ., j1 .j � •r' :w �, , r• A1.4r!' .y 1' ^4.a1• . , 1 PROPOSED / / / / / / % / / i / /�/ / / / / / / / / / / EXISTING APPROACH DAVE DALTON SITE AREA 10,890 S.F. .25AC. (10096) Irl/ / / / / 1.� REMAIN BUILDING 189 SF. (FDOTPRiNT) 111890) 1 ,930 SW McEwan Rd BASEMENT■599 S.F. N EDGE OF A.G. D ITCH TO BE FIRST FLOOR■690 S.F. NEW PAVEMENt FILLED Tigard, Oregon 97224 SECOND FLOOR-599 SF. Date: 12-11-01 LANDSCAPING 4,110 4.F. (31.896) I Scale: AS SHOWN PA\/EMENT — —5,491 S.F. (50.4%) _ -- -. _ _ _ -- - _ - _ _ _ - — _ _ •— _ _ -� _ _ -- _ _ -- _ _ _ _ Drawn by: DJL EXISTING-1,550 SP. — S.W. PFAFFL,c STREET PROPOSED=3,941 SF. Checked by: JDA WORK WITHIN THE PUBLIC Job No.. 00-1101 RIGHT OF GRAVELED AREA 0 SF. PERFORMED WAY v+4ALL BE ACCORDANCE Drawing No.: SITE-PERMIT-1 WITH APPROVED STREET IMPROVEMENT DO:UMEt ITS P A R K I N G PREPARED BY HARRIS - McMONAGLE ASSOGIA"ES BUILDING AREA - 1,888 SF. (ALL FLOORS) IN.,- L_. 1088 / 1000 ■ 1.88 x 25 ■ 4.12 OR 5 SPACES REQUIRED (MIN.) 1,158 / 1000 - 115 x 4.5 = 781 OR 8 SPACES REQUIRED (MAX.) 6 SPACES PROVIDED - - - - FIRE HYDRANT SITE PLAN siTEn.AN ...PO,,. IMPROVEMENTS -- Praffle btr. 8530 SHEET PLM2002-00033, IT2002-00002 NORTH C 1 . 1 NOTICE: IF THE PRINT Of; TYPE ON ANY f l l III III IIIIIII Ili ' III I I I I I I III III I I III III III IIIIIII III III I I III III III III III III III I I III I I ' III III III III . I I III III III j I14ssg1 - - -�--1� � . 1 jaIL IMAGE IS NOT AS CLEAR AS THIS NOTICE, ( - - -- -- 1 ---� -- --J - - -- _� _-- L- - - - - -- - - IT IS DUE TO 1 HE QUALITY OF THE ORIGINAL DOCUMENT �IIIIII�II IIIIffIIIIIIIIiI11I � IfII I 9 i t1' ell E i I � I►III►Il�llllll►�I���Il►ll►I9 ( IIIbZ E Z� IIIIj III( 1 IIIIIIIIII II ► IIILI► ►111111IIIIIIIIIIL E Z Ti 7iY1)N — 111111111 �W111I1�1111T11U 1 11 �I�I!II11► rr I x 7" AR D , ' NO GE 2'-m" 2'-0� BATTS 24"OG. STATE NICsM1UAY PROPERTY TREE PROTECTION PLAN NOTES —,; �GRID PATTERN GLOB TAL COPING O MATCH H PIXT'. 211 -- -- - — 6"-S" WIL.p CHERRY l 9025 S.W. Center St. - Tigard, Oregon 97223 VACANT LOT \ (% THRU 012) THE FOLLOWIN64 INFORMATION WAS PROVIDED BY ARBORIST REPORT DAMCXDAR WORIZ AND NOT PARI' OF SUBM,TTt.� DATED JUNE 1, 2001 REPORT DATED JUNE 1, 2001 PREPARED BY vert. TO CREATE ' I TAX LOT 1200 ��`, 32" FRUITING CHERRY (013) - GRID PATTERN Phone: 503) 620-2086 — RA`I'1`IOND E. MEYER, ARBORIST W/ TREE CARE AND LANf�SCAPING, Fax: 503 684-3636 UNLIMITED, FOLLOW THE BELOW LISTED INSTRUCTIONS: ) I a e3 xX I" NORWAY MAPLE Q / \ CLUMP OF 5 (014) L rEFORE (PrO MA- - --l/1�TDO OD � PAINTED f0 MATCH / A. RE IDENTIFY THE TE6 TD GSE PROTECTED,VERIFY L T MAPPING AND OR TAGGING AND NOTE TNEiR 1 EMCs.RESIDENCE 6"-8" DOUBLE TRUNK_ ANS. _ _ __�-__ _ 6 NORWAY MAPLE _,^ SIZE IN D&H.(DI"MAT BRUAAT HEIGHT),VERIFY HEALTH AND STRUCTURAL.CONDITIONS, 10 — —— CLUMP OF 3 (015) REVIEW PL POPLAR (01) _ _ice` d D. CHECK WITH LOCAL GOVERNMENTL AGENCIES FUR TREE PROTECTION ORDINANCES. — — —' lid NAILS AT Ib' OC. " NOWAY MAPLE C. PWMOVE ANY LOW L "THAT MIGHT BE IN THE WAY" ONS OF CONSTRUCTION EQUIPIMENT,AND LA8RMA STANDARDS. 6 ----2 EXTG I�SiDENCE IC CLUMP OF (016) D. LEAVE A PROTECTIVE COVERING ON THE SOIL, IEMG.,EXI6TGROR MH4 UND COYER Oft = ------T x S P.T. AS NOTED W/ E. NOTIFY ALL OTHER CONTRACTOhZ9 THAT THESE TREES ARE YO BE SAVED AND PROTECTEZ). — _� 61MPSC)N F526 HANGER Al � AT POST. F. N6TALL A TEMPORARY FENCE TO PROTECT THE TREES AND THEIR ROOT SYSTEMS.FORE EVERY — INCH M DIAP"R OF THE 'I'MUCK(PASA-)ALLOW 1 FOOT OF IVDIU6 PROM THE TRLW A6 THE PROTECTED AJIRA WE NEED TO PROTECT MORE THAN THE DRIP ZONE. .IE DRIP ZONE INTO T1i1lJK - I 8 4" WESTERN RED CEDAR AND THE SI.NTORT ROOTS THAT HC'-D THE TREE UP.THE ROOTS PROM T14AT DRIP 7.01E OUT El Aj ,EXISTING LAWN \ PROVIDE NUTRITION,WATER 4 OXYCiEM v I I 1 I �` ; I —..&4Ox oz. / y G. IDENTIFY ANY INSECT OR DISEASE FIW15.EMS THAT MA REQUIRE TREATMENT. I I I I I/2'MDO PLYWOOD I I GROUP OF b (011) H. ENGINEER 4 DESIGN PROPOSED STmUCTURES AND CONSTRICTION TO AVOID ROOT LOSS.DRIDGE I I I I PANTED TO MATCH I I I I I I EG6TTE TYPE FOUNDATIONS CAN SAVE MAJOR T00T6. I I (—.CONCRETE TOTING DESIGN LANDSCAPE ISLANDS AND PLANTING AREAS LARGE ENOUGH TO AA:,COP1'IODATE TREES AT MATURITY. L J t-J I I J. PLANT THE RIGHT TREE IN THE RIGHT PLACE.AVOID FUTURE CONPLICT6 WITH BUILDNCs6 AND UTILITIES. L—`J _ D K HAVE AN EXPERIENCED AMORIST REVIEW LANDSCAPE PLAN. ROCK AT MOTT M 1 L. CONSIDER TREE REMOVALS ADJACENT TO TREES TO BE SAVED POR WIND RELATED 6TA15ILITY C04CERNS. 8VATM �� M\ FOOTING r M. CHECK POR PAST AND PROPOSED GRADE AND DRAINAGE CHANGES,CONSIDER THE EF*ECTS. I N. CHECK TRE06 FGAR STABILITY. j Ea P RQF .. SINGLE FAMILY RESIDENCE EXISTINGc\ --� fS DECKS O. REMOVE ALL TREES THAT WOULD NOT SURVIVE TFIE EFFECTS of CHANGE.REMOVE ALL HAZAHlDOU6 TREES. TAX LCT: 300 1 P. MINIMIZE ENVIRONMENTAL. GING A '6. �i WALL �fip��� 1 2.JNV'URG CONSTMOTION. H� WALL J/ 16,507 I A KEEP EQUIPMENT OFF OF THE ROOT SYSTEM TO AVOID C40MPAC11(7N. B. KEEP EQUIPMENT ALLAY PROM 6TRUC1URE TO PREVENT DAMAGE TO TRUNK AND LIP1W 1 C. DON'T ALLOW C EMICAL6 TO BE DUMPED ON THE GROUND NEAR THE TREE,IE,GASOLINE,DIESEL,PAINT, I I HERBICIDES,CLEANER.tHRrNER6,ETC. 1-3NDD. PROVIDE r•1EAN6 CF TEMPORARYIRRIGATION IF TFIF PROJECT I"THROUGHTHE SUMMER.E. I<ROOTS OR LIMB6 AIDE CUT OR DAMAGED,NAVE THEM IN6PECTED BY AN IAA C'ERTIPIED ARBCRBT AND REPAIRED OR TREATED ACCORDING TO H16AIER RECOMMENDATIONS. K�= 1, - D N. EXISTING RESIDENCE • I F. PROTECT THE TREE8 FR.JM EXCE661VE HEAT, I.E.,EuVIPMENT,PAVING AND/OR BURJNG. G. AVOID TRENCHINGP4R T "XIGH THE ROOT SYSTEMS,BORING UNR TH DEEM OR HAM? DIGGING CAN SAVE ROOTS. Z, I V 8"-IP)" DOUBLE TRUNK I TAX LCT: 1000 CELL tO1 R H. P,DUE TO FIELD CONDITICTN6,ENCW)ACh#MENT WITHIN THE DRIP LINE OF A PRO ERvED TREE IS REQUIRED.A %��rr TAX LOT: 1100 QUALIFIED ARBORIST MU67BE PRE6FNT AND DIRECT THE WORK TO ME PVWORMED N 1`HI6 AREA M ORDER POPLAR (05) I • TO PRESERVE TWE HEALTH NEEDS a HE TIME.IF THE TIME APPEARS TO 09 STRESSED DUE TO CON6TRUCTION ACTIVITY,PLEASE WR4P Afe16 FIRMLY ARO(ND TWW AND I-M 4" DOUBLE TRUNK _ _ • I 3.AFTER CON6TRJCTION, BLACK LOCUST (06) — '`;, • A. CAREFULLY LANDSCAPE THE AREA UNDER THE TR[E,GY CARE' L OR THE ROOT6 AND STRUCTURE. 1 • I USE PLANTINGS THAT WILL LIVE UNDER THE SAME CCNr -13 AS)P,AT OP THE TREE. 5"-10" DOUBLE TRUNK • • ® 1 B. PROVIDE INSECT AND DISEASE CONTROL,FERTILIZA- 46 NEEDED. WESTERN RED CEDAR (04) d • • C. AVOID DIRECT IRRIGATION SPRAYING ONTO THE TN _. ----_-----—----- — - — - D. DO NOT COVER EXISTING ROOT SYSTEMS WITH MORE THAN 2"OF SOIL.THE MORE 601L YOU ACD, ® THE GREATER THE CFW C.E6 OF DAMAGING THE ROOT SYSTEM. ■ ----_------------------------ -- --- E PROVIDE IRRIGATION AND OR DRAM4GF TO EMULATE PRE-CON6TRUGTION GOPGITIOW6 NOTE T WOULD 15E IMP066IELE TO ---------- ------------------ -- -- MORE IROOT6 THAT Go IBE SAVED AND THE EAS AMOLNT OP 6U MMONa ENVIIEON'INTAL CAW4=6 THAT WE CAN PREVENT 6 THE GREATER THE CHANCES ON0 F 6AVIXISTNS TPMG.CP"N IT 16=67 TO WESTTRIPLE TRUNK / REPLANT WITH THE RIGHT TREE M THE RIGHT PLACE 60 IT CAN■ROW N THE NEW ENVNWNMENT. WESTERN RED CEDAR (03) / TO BE REMOVED 32"0 CHERRY TREic 36" DOUBLE TRUNK_ 12"-8" DOUBLE TRUNK EXISTING REVISIONS' BLACK LOCUST (2) BLACK LOCUST (01) REE 270 MAPLE (CLUMP) — TO BE REMOVED TO BE REMOVED 6"0 EXISTING R T EXISTTING EXISTING W4, POPLAR TREEE REMOVAL and PROTECTION PLAN EXISTING � NORTH TREE INFORMATION WAS OBTAINED FROM AR50RIST REPORT PREPARED REMOVE SECTION OF BY RAYMOND E. MEYER, DATED JUNE 21, 2001 W/ TREE CARE AND LANDSCAPES UNLIMITED. EXISTING WIRE FENCE (I ALL TREE SIZES ARE NOTED AT DIAMETER AT BREAST HEIGHT lD$.H.) AND REPLACE WITH 6 -ID" HIGH WALL. r® SEE DETAIL ABOVE ®� G TREE MMGAT10N PLANS ® _ 1 BACKGROUND INFORMATION: TREE MITIGATION: NEW TREES TO BE PLANTED: I 1 THERE ARE 3 (THREE) EXISTING TREES OVER 12"0 D$-H. 66% OF TREES WITH CALIPERS GRATER THAN 10 KOUSA DOGWOODS AT 2"0 EA. 20" CALIPERS TREE NO. I BLACK LOCUST, '2"0-8"0 (DOUBLE TRUNK) 12"0 D$.H. ARE TO BE SicMOVED AND 339- ARE TO 3S ARBORVITEA AT 3" CALIPERS 111" CAL i'ERS �-- NEW A.C. EXI T RED CEDARS TREE NO. 2 BLACK LOCUST, 36" REMAIN. TREE NO. 3 FRUITING CHERRY, 32"0 THEREFORE 13'1" CALIPERS AREA � „ 1 EXISTING 0 PERSUANT TO T.D.C. SECTION 13.�9H'i,�0301 B>'1b, BEING PROPOSED WHICH IS GRATER 2/3 OF TREES TO BE REMOVED SHALL BE MITIGATED, THAN THE 32 CALIPERS REQUIRED / —ro CURB TREES TO BE REM0I/ED: FOR MITIGATION. TREES NO. 1 AND NO. 2 ARE TO BE REMOVED DUE TO CITY 48"0 D$.H. (TREE NO.'S 1,2) / 2/3 - 32" D.B.H.'S STREET IMPROVEMENTS. SHALL BE MITIGATED. 13-11" CALIPERS > 32" CALIPERS TO BE MITIGATED 1 MITIGATION REQUIREMENT HAS BEEN EXCEEDED I PROJECT: 1 DALTON'S CATERING � I LANDSCAPE NOTES EXTENT OF WALL �.,y PEW ARKING RACK I I 8530 S.W. F'r^FELE St. I' — 'I SEE DTL. 3/C2.1 I I TIGARD, OREGON 97223 I. ALL LANDSCAPED AREAS SHALL BE PROVIDED W/ AN IRRIGATION 5. PROVIDE PROTECTION FENCING AT ALL EXISTING TREES WHICH ARE 11 I 1 SYSTEM. THE CONTRACTOR SHALL PROVIDE IRRIG^MON DWG's 1 . THE CITY TO REPIAIN. LOCATE AT DRIP LINE OF TREES TO BE SAVED. OF TIGARD FOr APPROVAL IF REQUIRED. I; pry i EXTERIOR FLOOD 6. ALL. LANDSCAPED AREAS SHALL BE CONTINUOUSLY MAINTAINED AND SMD' LIGHTS CLIENT: 2. ALL PLANTS SHALL CONFORM TO ALL APPLIC45LE STANDARDS OF REMAIN SUBSTANTIALLY SIMILAR TO THESE PLANS. �IL— - THE LATEST EDITION OF THE "AMERICAN STANDARD FOR NURSERY STOCK" I DAVE DALTON ANS. 1160.1 1. REFER TO TREE PROTECTION PLAN PREPARED BY "TREE CARE AND LANDSCAPES UNLIMITED" FOR TREE PROTECTION PLAN. ALL RECOMMENDATIONS, 1} I 30'-0" 3. PLANTING BEDS: PROVIDE 12" MIN., SANDY-LOAM SOIL AT PLANTING BEDS PROCEDURES. AND INSTRUCTIONS ARE TO BE FOLLOWED. 11 I CLEAR VISION AREA 17930 SW McEwan Rd W/ 3" MIN. MEDIUM BARK OR LEAF MULCH. i I KININNIKINNICK I Tigard, Oregon 97224 �. REFER TO TREE PROTEGTIOI I PLAN NOTES ABOVE. 11 IN 4" POTS AT 16" O.G. 4. TREES 4 SHRUBBERY AT ACCESS POINTS TO SITE: SHALL BE MAINTAINED IN 1� I THROUGNOUt ' 0 i ORDER OT PROVIDE A 30'-0" CLEAR VISION AREA. NO OB9TRU.TIONS I I 1 q I Date: 12-12-01 ARE ALLOWED BTWN. 3 4 B FEET ABOVE GRADE IN THESE AREAS, I I l ' ® � � NEW LAWN � �� ; ��, Scale: AS SHOWN I ii q, Drawn by: DJL LANDSCAPE PLAN9ING SCHEDULE I} i EXTERIOR FLOOD TO REM SHRUBS � Checked by: JDA EXISTING FENCE 6' HIGH I' I I TO REMAIN COMMON NAME FENCE TO REMAIN------,, I� i LIGHTS O i ; e Job No.: 00 c1101 QTY oYMBOL — BOTANICAL NAME SIZE SPACING Drawing No.. SITE—PERMIT-2 KOUSA DOGWOOD � 10, p C. I �Y a 10 -- II F'.A �® I GRADE SMOOTH AND RESEED CORNUS KOU°aA li i AF:EA DISTURBED BY STREET 1} Coll ; IMPROVEMENTS. I 1 3- EMERALD ARBORvITHA -_ 3 11 4) 3' THUJA OCG. 51'14RAGD --' — (6) 6110 FIRS 23 DOUBLE FI'_E VIBURNUM 5 GAL. CANS AS SHOWN EXISTING -- VIBURNUM TOMENTOSUM — _ _— _ _ ilk�_�_ 12 ® _ RHODODENDRON 21 - 24" 0 AS SHOWN RHODODENDRON A>\,�H KRUSKE LAN[.N;SCAPE _ _ FLOWERING PEAR 2 1/2" 20, PLAN..".-`". — PYRUS CALLERANA -- Ptaflle 5tr. 8530 ----- - LANDSCAPE PLAN SHEET PLM20032-00033,of SIT2002-00002 H . NORT C1 --I NOTICE: IF THE PRINT nR TYPE ON ANY I III 111 11 r-1 11 i ,11 tI III 1 1 1 rJr]r.—I r 111 r 11l_"-r 1111 1 tI 111I 111I 1111111 1111! 1 II I►t t 1 t rpt tjrt1 r l r r I 1 1 11 1�j 1 11�I 1�t I�!f 1 I I ff 1 1 1I r11I 111111 1 i l l111 1 1 Jill ill )6y) Gi iMAGE IS NOT AS CLEAR AS THIS NOTICE, JTT�111111111'11 IIIr1T r� r1r( �TI IT IS DUE TO THE QUALITY OF THE No 3e ORIGINAL DOCUMENT IIM�: g7,�IIIIIIII II11�1111111181t,111111 ILgti �Z ibi Z EtiZ i8 1 0'11 111111 8I1 llllBllIlllLll�lll1111�11>ri1111 IS1i1111III1 2 IIIIIiIlITIILI�II�111i1;!!III�IIII8iiIIII�IIII8IIIIIl1111lLL1111�1111l1ll9 11�111 9 I 1' S Zll 111�1 iII�IINIlNll1l1l1 1 , 14 NE coIs AL `226 ,• •! . _ ,. �': ::: ' -w \ 1 • .� `� '•.. 1,,.•. � 'ice.•.: ,.,•, of..; . ,: ., t II^^ v. "` .. . �•.>. ;��•y' •,::';:':..,:',,:•�;� .,,� �?� �;, ,;"::;. 1.• .�•,.. r 9025 S.W. Center St. Tigard, Oregon 97223 Phone: 503 620-2086 ,L:�, `s. :.T i '•I,y�., ',,`•'l:'.t.• •f1.1 ti•,,.,''• �./Tl.a� s,. .ra' •,� "Ia,.'.\'•• ,r�`,y •, � � \ - _— I ;, .:;• '• ..,".., ,;•i;��• •;. ;,:�:. ' _.:n��� '1 -, � I � Fax: 503 684-3636 I qit' • '�y t...n`• :.n.•'•�'�'1' '.,'•i•^•^..j r'♦ - ,ai'�;; •' A•i.,...' ��, ..t••'':T' .:i /�ry /'� \ I ';; :� �T :� ',{' ;y•!'fit..:' `•'y.-y,.�'`•�;-. � 5I• .., t •` i '•r�� 1:.;..}t .� �—„`�'` I •..Y, r, 1. 1 i. ,�. .,,''•il a'• 1, '•v•t T• ..•, •�. �, 't 1 .,Ai. T'.,•.. M `� ..7.� ':, :,, '.��;:,.�. �;-- T:; `�'.'' �,;� ���.�.'t,.�.�;r•'�*'� �-'--225'---__� I .:�•. ;.i.t: �a4' 1''�1�.�,���:.,:t,:t• �4 .t'.•i., •a5}:.- ;,k�' t"I��'=�•'fix`.' i ��-_ 1.••• '•Y .,y.. ••�•1.1r- •.' `,t•MrV•i•r�.;;,,1: •'„��• ?`.+a-,::1 AREA B ,i •� '+t{'•1i. ...�;•, v•_t•; f;. ..�.,' 3,�'�.5:'.t i..,•t•1-'t�, T-:..i ^• ii.•,' 41 I � a>�••,�' t, `PL `�...,.,�..',!. ,� •f•.y• •�i.: �w 'L• .r. •., ';�..':•vayj•�S�'�, '�'� .I r ____ _ //� I 1 •„' �M',,4,�,'tl .,•'.;�'«'/. r.C.li .t .l., ,,.. ',« :1.w ','� :Mn• , •� s r - � � N I t,. �•:' :r.':,•t ;,'•':,.;;::: ,..�.:� _ _ , PROPOSED 22�= CATCH BASIN . I F ." J..';,l l•1. - �,.�i_::'; '.,; ..••^,.��, ..,�;'t..•'�1:�'• •�:.•' ,.:. .,' �sr, 1 q I ' II �� �GINF�\1 NEW CURB S I EXPG. DIE: L, I,X�-_,9tp li 223' — — — --r 14223- 1 — — -i� " II 2ND LEVEL I BALCONY II • , / I _ I000, 00 / x +i / II I Q ,i ' Kz / ExIS7lr RUGTURE i ' EXISTING 3 RUCTURE 222'— — — — — f � j/ / / — — 222' 1 1 1! REVISIONS: 221' �� RIM-22015' EXISTING ` 1 EOIREMAINSTING ATGH BASING -- --- -- -- -- -- ----- -- -- --_--- ---•-- -- - - -- -- - - -- -- - - - - -- -- -- -- I 01 I - — "'-_ ^� - - ._w .. .r -_.. �_._,._-...........-....___ ._.._ •'0`: �r•�'�� � �-�,'! t`�•'{ •�ai:.t.. -�.' .if s: r,d� t.i:f:.f� t...T'ti .7,:•` 'r,:�. : �.. ,•q:1 i ~'''�1' '�«Y'r•, 'y•,.�' �1t.A.:,:• .�> .s..�i.: �� I -� .'\ty; :1.p.g.+�.: :.�� �r.... .t.!` �: .:..r ••i:�. 5' :.1".�' v;i. i.`•;ry;• .�T, ` Vii' `:� 'i'..A�,` .;': '!'�� *:•1 f' ',:.i,,,ca,'• (IIT ':f. •^N'•�}r. .•,.. ,r.:'aG '•.�':>•r' •��':f �4''•'y• •'•'� ,! ''.`.• :'i ti+: .1. ri. 'f... "'; ':� �r .>. ;k: •.��;, ��t. .r :t,Jr'.f: I I_ ,•A�. `•j•it ��.•'ii' :�.a•i' ,•{+: ••A '. .t! n1r�. •r.-...� '��:...��: •�y'sw �It �, :.* .�, l.'•1'�'�' '� ;� ��;V..i. t., „t: t ;j' �. _ ._-�.� r I ---- ------------------------ -------------------- ..00, ------------------ i i WORK WIT�IIN THE PUBLIC _ — — -- -- —' — ------- ----------------------- ----------------- RIGHT OF WAY SHALL BE PROPOSED CATCH PROPOSED STORM DRAIN LINE. I EXISTING 570�"f DRAIN LINE t0 BE - BASIN � I REI'�OVED. PERFORMED IN ACCORDANCE DITCH TO BE FILLED I WITH APPROVED STREET tc---- EXACT LOCATION OF EXISTING WATER IMPROVEMENT DOCUMENTS I SERVICE NOT AVAILABLE AND HAS BEEN PREPARED BY HARRIS - ; ASSUMED. McMONAGLE ASSOCIATES I INC. i i —• - - - -- - - - - - — S.W. PFAFFLE STREET I - - - �- � - - - - - - - - - - _ PROJECT: DALTON'S CATEHN(J" EXISTING WATER LINE ( 8530 S.W. PAFFLE St. i ---------------------------------------------8"� DI------------------1-------------•--------------------------------- ---------------- TIGARD, OPEGON 97223 1 1 CLIENT: - - - - - - - - - - - - -- - -- - - - - - - - - - DAVE DALTON s • EXTG. FIRE HYDRANT--� 17930 SW McE�van Rd T'gard, Oregon 97224 Date: 12-12--01 GRADING PI-AN FACILITIES PLAN Scale: AS SHOWN 11 1"=10' Drawn by: DJL 1 -1° SITE PREPARATION NOTES (;hecked by: JDA NORTH NORTH Job No.: 00-1101 Drawing No.: P-GRADING PROPOSED GRADES STRIPPING_ g ALL EXIt3 :r.3 FILL, TOP SOILS, LOOSE SOILS, DEBRIS AND DELETERIOUS MATERIALS (ROOTS GRASS OR OTHER ORGANIC MATERIALS) SHALL BE REMOVED TO FIRM NATURAL GROUND PRIOR TO ANY NEW FILL PLACEMENT. THE PROJECT SOILS ENGINEER SHALL — — — EXISTINCs GRADES DETERMINE THE ELEVATIONS OF FIRM NATURAL GROUND AND APPROVE THIS SUBGRADE, IN WRITING, TO THIS FIRM, PRIOR TO ANY FILL PLACEMENT, ALL DEBRIS 4 ORGANIC MATERIAL DERIVED DURING STRIPPING OPERATIONS SHALL BE REMOVED FROM THIS SITE 4 LEGALLY DISPOSED OF. °'::.•r; ':,;' ; I AREA A TO RECIEVE L ' OF A.C. PAVEMENT . BASE AREA'A`I A'•REA ey ^oEA B 10 RELIEVE J V2" OF A.C. COMPACT e'JBGRADE TO 9094 RELATIVE COMPACTION TO A DEPTH OF 12". AT AREA DESIGNATED 1 W/ 2" A.G. PROVIDE 2" OF A.C. OVER 8" OF 3/4" MINUS CRUF,HED ROCK AT AREA DESIGNATED I 2" A.C.'••;,! 3 1/2" A.C. W/ 3 I!2" A.C. PROVIDE 3 Imo" A.C. OVER 12" MIN. OF 3/4" MINUS CRUSHED ROCK FACILITIES ACTION MQUIREMENTS: AND C.)RADING THE FOLLOWING SHALL BE CONSIDERED AP, MINIMUM REQUIREMENTS FOR THE PLANS VARIOUe MATERIALS: SUBGRADE: SO % RELATIVE COMPACTION FILL - SOILS: W% RELATIVE COMPACTION — ---- f}faffle Slr. [�53U IMPORTED MPOR E°oR gage ROCK: S5% RELATIVE COMPACTION I SHEET a of 5 ('�M2002-000'x3, SIT2002-00002 C 1 • 3 NOTICE. IF THEPRIN�i OR TYPEONAN�; Ilr III IIIIIII IIIIIII IIIIIIIIIIII !1!1111rlrlr(ril! 111 !11 ! 1 IIIIII II �I1111(1III1i111I11! 111(111 11111(1 IIIIII !( II I IIII(Ii11111(I !( III IIII � 11 IIIIIIIIIIIIIIII IMAGE IS NOT AS CLEAR AS THIS NOTICE 111111�111 I 3 I I 4 I I 6 I 8 I 10 I i 1 I IT IS DUE TO THE QUALITY OF THE No.36 tom. ,,,�G„w•, �,.:.,; yt ORIGINAL DOCUMENT � e11Z 8iZ LllZ e�� Z 115�Z >J�Z Z i1Z U Z 8 t L t - e�t ! SIiI - -�i -- Eli- z T — t�[ -- c�i e jg 11L - TIe -- -I- 1 --- tE---TZ I-�i III IIIIIII�IIIIIIIII IIIIIIIIIIIIIIillll Illi !III III!IIIII IIIIIIIII (III (III Illllllllllllllliil 1,111,11 IIIII!�IIIIIIIIIIIIIIIIilllllil Itll�lli VIII Illllllllllllllllllllllllllllllll1111I�IIIII!IIIIIII!1IW11111111IJ111ll�llil11U11111IIIIIIIIIIlL11llILIIIII�NIII s. i%LINOcolm I ! 411 PAINTED STRIPES - 81-o11 9i_00 II II II 9025 S.W. Center St. - Tigard, Oregon 97223 6 1 Phone: ( 503) 620-2086 Fax: (503) 684-3636 RADIUSES EDGE-TTP --� \ -EPDXY-TYPICAL Fam 1111TH DXV. 1 N COMB KW ONro 0) A. G. PAVEMENT v"mRIM LOW DRS It IM AM FK — UP TO Vim Lmm M all615 r 305 �� B +-tea WHEEL STOP - TYIP. iv — _SIGN DETAIL =- _-� � Y. -- MAXIMUM SLOPE OF 1:50 C. AT SIM. 'q SIGN BACKGROUND: BLUE EXTRUDED CURB Q o k. AT AISLE AND PARKING SPACE `'; ' ;•:; �. - SIGN LEGEND: WHITE -PROVIDE A MIN. OF BICYCLE RACK - SEE 3/C2.1 6 OF COMPACTED (SO%) 3/4" MINUS ROCK PROVIDE SMOOTH AND— T __ LEVEL TRANSITION FROM ° -DISABLED PARKING SIGN BEYOND CURB A.C. TO RAMP. 5EE DETAIL 7/C2.1 COMPACTED SUBGRADE WOOL RAMP W/ TRACTION / ''CUTLINE OF EXISTING DECK � w r, _ p ifs . 07 TAPE 4'VWIGk 7 NW v © X DISABLED PARKING SIGN DISABLED PARKING 1 EXTRUDED CURB rjo--'� 7 4 X 1/2 11' 1'- 011 N.T.B. 111 11- Oil j 21-411 r -------------- ------, O O O f� � II rr REVISIONS: r4 C14 D O D --------------------- I PLAN "OEW BAR GRATE X C4 BASIN: WELDED 10 GA. MILD STEEL, COATED ALL SURFACES WITH ASPHALTIC PAINT OUTLET STUB: FOR NO HUB ' CONNECTOR. SIZE AS REQ'D ADJUbt ALL OUTLETS FOR INDICATED PIPE IEEE PLAN) A t0 bIZE AND INVERT GRATA WELDED STEEL LOCATI" A6 NOTE DROP-IN BAR GRATE (ASTI'1 A36) ON Z -- END BARS: 1/2" X 2" F T1 ORAWING9' -- CROSS BARS: 1/211 X 211 * 211 O.G. 0 -- BIKE STRAPS: tle" X 1" C4 -- 16000 LB UNIFORM LOAD a CAPACITY. 1 AS MANUFACTURED BY: GRATE MASTER INC. PROJECT: 21_011 HILL51DORO, OREGON -- (503) 641-2050 .8ECTM OR APPROVED EQUAL DALTON'S CATERING X g X 5 X 2 CATCH BASIN DETAIL 8530 S.W. PAFFLE St. X 1"■11_011 111,1'-ml' 111 1'- ml' I 1 iV T, BARD, OR_GON 97223 CLIENT: ^` DAVE DALTON FILL PIPE W/ CONC. 17930 SW McEwan Rd (SMOOTH TOP) Tigan d, Oregon 97224 Date: 12-12--01 Scale: AS NOTE[ 61 I'll, GALV. PIPE Drawn by: DJL 9 Checked by: Job No.: 00-1101 4" 0 GALV. PIPE Drawing No.: S11E-DETAILS.--4 1 311 311 . ,----,CONCRETE.CONCRETE I I a a i I- - -1LI- LIQ--III- I-III-I I1-1J1-III-I III-I I -I 1 j_� _I -I I[=7I_l�_._I 11 I I fll=F1 11-TEEEI'_ J L�- -�_III-1 I-1TI �I-III 1I1 I� '-'II II f l�I 11-�7�'f' '.'_II.II,T,.�.I.�.1,,.._ 11j-�j1 I it-L1T-r�111-1 ImLllrrr —rrtLrrrlllrr;l I Imi I Im m;l I 1 rr11 1 111ml__ 111,—n1 11mLLrr-rl�r Pfaffle Str. 8530 SHEETPLM20152-00033, �IT2002-00002 X Xr6- X BICYCLE PARKING RACKS (2 TOTAL) ��- 12 . 9 __..__._ _ 3 X 111_1i�011 111,11-mll lll�ll-011 C2 . 1 1 NOTICE: IF THE PRINT OR TYPE ON ANY 1 I 1 I j I I j l Ill III III Ill I III III III Ill III I j l I l"I I(1 III III I I I I I I l i 111 III III III III III I I I I { I I I I I l l i'l l j l l l ill 1 l 1 f f I I I J 1 i l 11 1 1 11 ►I I' l l l I I I I l l l III III V I I I ( u 1NAGE IS NOT AS CLEAR AS THI,, NO1 ICE, - - --- J-- ------. -- 1 - -- - - l - _ - - 1 - - -� -- -- -1- ------------L - ---1. -- - -101 IT IS DUE TO THE QUALITY OF THE No 3e !Q �.� , -w*�•. 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