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Plans (15) BU P2019-00020 „ , ,,,, , -..0 „, , ,,,Q,, ,,.. REECE SECURITY e. rs OFFICE COPY L J. ,ate 10. a (:(:: 1 • rte, P°mi ' CI° �• TIGARD OREGON REECE HOLDINGS OWNER SITE INFORMATION Li., 0 25977 SW CANYON CREEK RD TAX MAP: 2S101DD 500 0 1= WILSONVILLE, OR 97070 ZONE: C-P (PROFESSIONAL/ADMINISTRATIVE COMMERCIAL) CC Id o SITE AREA: 50,362 SF 0 a_ . RELEASES „Li BUILDING AREA: 10,512 SF c) 0 0 YORKE & CURTIS CONTRACTORLkJ SCOPE OF WORK ” W � � T m Q � THE 12 S 4480 SW 101ST AVE SQUARE°FOOT TILTPE OF O CONCRETE STRUCTURK INCLUDES RE INOR E PREPARATION THE FUTMOLITION OF AN URE ABUILDING TELY �SADD T ONS FOR ELEASE a CCB #:55644 REECE SECURITY'S CORPORATE HEADQUARTERS. o ()CURRENT RELEASE (NO CHANGES) 7 BEAVERTON, OREGON, 97005 * � N .- 0cr, Wr, u, totMN4- PRIOR RELEASE cri (T}; (503} 646-2123 DEMOLITION INCLUDES EXISTING INTERIOR WALLS, DOORS, AND PLUMBING FIXTURES. \ � ���������\��� SHEETS\���\� • CS1 SCOPE OF WORK / DEMOLITION PLAN CONTACT: CHANA FREDERICK I INTERIOR AND CANOPY DEMO ONLY I • CO.1 EXISTING CONDITIONS SITE PLAN — FOR REFERENCE ONLY CIDA, INC. ARCHITECT/ STRUCTURAL ENGINEER GENERAL NOTES LEGEND 15895 SW 72ND AVE, SUITE 200 CAP ALL REMOVED PLUMBING FIXTURES AS REQUIRED. F.O.P. FACE OF PANEL PORTLAND, OREGON 97224 CONTRACTOR TO COORDINATE REQUIREMENTS FOR MATERIAL AND FIXTURE SALVAGE AND C.O. CONCRETE OPENING (T): (503) 226- 1285 REUSE WITH OWNER. TIGARD q CENTER LINE F (F): (503) 226- 1670 TYP. TYPICAL Approved by Planning PROJECT ARCHITECT: LESLIE JONES min EXTERIOR WALL TO REMAIN Date: Iig nil INTERIOR DESIGNER: MYA PALUCH - __ DEMOLISH EXISTING initla Is: 41- 61 STRUCTURAL ENGINEER: CURTIS GAGNER ARCHITECTURE „ "'/ ll ENGINEERINNING NG / 0 , 10 -0 i / II 111) PLA AAI ENGINEERING CIVIL ENGINEER ;J LL; NTERIORS I I _ J IT 15895 SW 72ND AVE SUITE 200 4875 SW GRIFFITH DRIVE, STE 300 N FUTURE 1 INV PORTLAND, OREGON 97224 BEAVERTON OREGON, 97005 DEMO (E) WALL FOR (N) OPENING I FAX 5 0 3 2 2 8 1 8 7 0 (SEPARATE PERMIT) I r (T): (503) 620-3030 WWW . CIDAINC . C17M F===� O I (F): (503) 620-5539 DEMO (E) D000R, TYP. DEMO (E) WA FLLTFOR E CONTACT: DUSTIN ELMORE II ! (N) OPENING \ I L__=}, (SEPARATE PERMIT) f is [Er AAI ENGINEERING LANDSCAPE DESIGN DEMO (E) WALL, TYP. 4875 SW GRIFFITH DRIVE, STE 300 ,--L` BEAVERTON, OREGON, 97005 �___ , {T}: (503) 620-3030 • >- L___ , {F}: (503) 620-5539 �II R_-' / 11- r__ "�'I— I- ll n CONTACT: TERESA LONG, PLA FUTURE 11 r �J O z DEMO (E) WINANS s_____4 E____ 0 = CC 0 (SEPARATE PERt��T) II nit _„ II II II `� .'IIII II `� i' 11 I III 1 1 J II \ ” h nil II \ / II I CO• W 11 r 1 II 1 f III III 4.=.=if _1 L =4 'E IE=a / iI I_I I J 1_ _IL J L _I 3 u.1 0 Z O 71o qy ,� 1 II CO UI Q rA IF-3e- -111 !P -I r Irl IF r F 1 a F1 '' ` �i'Lcjl �al F -. 1 EY II J/ II // I I I I `\ 11 1I /f II �/II 1 I I 1 ---I I I �f / J I��- I�J� II I I `. II II / LL_ LI--___..1 "-•1 ,11 LL_ III I Q r� 11 I I �JI II . 71/ X111 \J / r v II `� 11 I i LL' L�1/___I I �yJ �.J II \ LL L © In u 1 -- ILI N 0, 1F --- rI J1 \�\1I /� DEMO (E) DOOOR, TYP. �_1 I 9 in E _,L. I rt=== - , LU rr� I r L__-� --� ---_ , w __, a / F===Jj i ir ir t III III 1 CC N ��_ 1 1 DEMO (E} COLUMN E i `LSA i � LLL------ _ J FUTURE L 7 -H- n 1 DEMO (E) WALL 0 FOR (N) OPENING DEMO (E) WALLS, — 11 0 I (SEPARATE PERMIT) , F J DOORS AND FIXTURES. LLLL` Lc _ U `�_- , 7 II i 8 ------ FUTURE / a -// rr__ 411 I--- DEMO (E) WALL AND STOREFRONT R IL_ Fr-3 / (SEPARATE PERMIT) \~� 0 33 ' le_ L FUTURE DEMO (E) WALL, TYP. N / I 1 DEMO (E) WALL 1 I ` / 11 AND (3) WINDOWS 1 (SEPARATE PERMIT) SCOPE OF WORK/ , L JL__ _ JLL JL Ji_ JL J N i` A== _- _ 1_�E ±-_ ---- DEMOLITION PLAN m et: \ CSI r 0 DEMO (E) CANOPY NOF{.n„! DEMOLITION PLAN JOB NO. 170300.03 7 a 111111 19 1/8" = 1'-0"U ©2018 am, P.C./COO ALL►dans RESERVED V a 4i OIE\ 0 '. Saaw��r = fI lG 1 Excellence is our benchmark. Ince • 6950 SW HAMPTON ST., STE. 170, TIGARD, OR 97223 PH: (503) 941-9585 FAX: (503) 941-9640 • 9_,,, www.weddlesurveying.net TAX LOT W ASSESSOR''SS MAP 2510100 A.L.T.A./A.C.S.M. LAND TITLE SURVEY OWNER: 6755 S.W. SANDBURG STREET WESTON INVESTMENT CO LLC IN THE SOUTHEAST QUARTER OF SECTION 1, SITUS: 04 TOWNSHIP 2 SOUTH, RANGE 1 WEST, 6975 S.W. SANDBURG STREET 229 WILLAMETTE MERIDIAN, CITY OF TIGARD, TIGARD, OREGON 97223 FNGINEER''7CENTERLi, 1 I MAIL: (-N+436.OQN ,5521 Eft / 1 WASHINGTON COUNTY, OREGON. 2154 N.E. BROADWAY CTREET / //// /\/1����� #7.00 dl- N N -� r\ PW-LAND, I. `EGON 9-(\132 _ IRON_ROD _ SURVEYOR NOTES — — — -- — — — — — ,_ S 88.47'Oa"E 35.62' �� — _x234- J I „�`�////-/ / /ry �� 1. THE BASIS OF BEARINGS FOR THIS SURVEY IS PER -�733 r"`r -- $47 E -��� / �.,� rIr `ti - SURVEY NUMBER 28393 AND THE PLAT OF "SALEM _ -�- rL 1 11� /// / � ' ry'� - FREEWAY SUBDIVISION". -1I W — 2 / / �/ � N \ r t � Nc`2gfl� i / // NG _��� 2. THIS IS NOT A COMPLETE BOUNDARY SURVEY AND IS NOT �0 1• �- -228 / / // /� ti'`� \ UPONRECORDABLE.EXTENSIVEERESEARCH OFUNDARY EPICTED THE RGHTRO�NWAYIS BOFE© (m t' — -227- �� \ r / / / ��� N OREGON STATE HIGHWAY 217. THIS DATA, COMPARED WITH D f f 226— L / / �— 21� PHOTOGRAMMETRIC METHODS, WERE USED TO DETERMINE a I •3' _225— "'� Tc:0\c: / l" / "is.88 216 \ THE APPROXIMATE LOCATION OF THE EASTERLY BOUNDARYm / I �� 224 J ```� / NG J� 1,�i� NG �/ / / TN LINES OF THE SUBJECT PROPERTY. THE DATA CLOSELY tN. ✓ ,� \ NMATCHES LINES OF OCCUPATION (FENCE LINES) THATTAx LOT 4ao Ifrf' `i !— X223- J �` \ ��j J� �— J i Nc `�' MARK THE APPROXIMATE RIGHT—OF—WAY ON THE GROUND. WASSESSOR'S MAP 2S101DD J �OWNER: I l f -222r / A/c �- s- I �0• DUE TO MONUMENTATION BEING DESTROYED BY HIGHWAY co VIGILANT n p' >fl —`~' 0�' N \ WILWIDLNREQUIREING, A M�NEEXTENSfVEEXACT TFARIREAt�HINGN FMONUMENTTFIESE ES 6825 S.W. SANDBURG STREET 2 / /1' r-'I 221 7,/ / ,-- A/C ��, RECOVERY SURVEY. N TIGARD, OREGON 97223 0 NG 7 , / A/C MAIL: w "' EXTRUDED CONCRETE N 3. SANITARY SEWER LINES ARE LOCATED IN THE STATE SAME Z I I } I ® / /A/C CURB TYPICAL �� HIGHWAY RIGHT-OF-WAY. ACCESS IS RESTRICTED. /� /� / g:� / \ MANHOLES ARE DEPICTED FROM APPROXIMATE VISUAL NI afghan associates,inc. id ( 2�0 \ .1, / 0 O' LOC rIONj,�ATE \ LOCATION AND VERIFIED BY CITY OF TIGARD AS-BUILT I z L' Op .�� A/C ryp 214.60 SSMH +��F \ MAPPING. ENGINEERING i:9 + / Fj \ 4875 SW Grath Orive I Suite 350 I Beaverton.OR 197005 Fe i / -j- 3�' 4. STORM WATER DRAINAGE IS INDETERMINANT. THERE IS 503,620.303otel.1503.620.5539 faMlv+'•vw.eaieng.corn 'LT) �\� A/c 7' 0\ d �'�i J,� ORIGINAL EAST LINES EVIDENCE OF WETLANDS TO THE SOUTHEAST, GRASSES Fra;ect Na.A16 22.10 1 l - OF LOT 2, "SALEM AND VEGETATON. NO OUTFALL WAS LOCATED. CITY OF Zl ( �85 NG ���Fs I FREEWAY SUBDIVISION". \ TIGARD AS—BUILT PLANS SHOW NO STORM WATER EXCEPTION 13 0' w I Z O / \ A/c 34� /� otic \+ °G \ DRAINAGE FACILITIES SERVING THE PROPERTY. cv j Z X11 /E J �dOLo GM / A �9p 6 Ji LINE TABLE �;i I ! Q a +♦ o / 6� n ENGINEER'S CENTERLINE STATION \ cAt I xl I Y 2 / ++♦ , ,�* + , �+ 11+748.000 77.oao (METRIC) gill Course Bearing Distance ces ■ U7 \ BENCHMARK v RIM=213 3R \ 4' > ---41k..:, el ++ w ' _- L1 N 88°47'00" E 3.29' I o a- 2 1 %,• • Odig �. EXCEPTION 9 L2 N 1222'02° W 24.9a' o W I x , A/C ��,�� #1052—SET NAIL ++ + 11 �' ,,* 1rl ' �J' 15.00 FOOT WIDE SANITARY \ THE BENCHMARK FOR THIS PROJECT IS AN OPUS-DERIVED L3 N 4339'55" W 26.89' _ ,�� 9 ` ]5 0� f SEWER EASEMENT PER PLAT \ \ 61 Z SITE BENCHMARK ♦ / 1 �y �° " ELEVATION NAVD '88 COMPUTED USING GEOID 128). L4 N 19°34'43" W 23.21 ' c 3 cv ELEV. = 215.70' • /(I \ 1 do OF "SALEM FREEWAY ( L5 N 12°58'40" W 22.91 ' of I , I `! o NAVD '88 + C `27 A444-0 ♦ c SUBDIVISION ELEVATION: 215.70' ON WEDDLE CONTROL POINT #1052 (MAG L6 N 01°50'00" E 104.73' zi J ,� 9 \ •♦ /// �� �y *♦ qyc NAIL) L7 N 20'02'47" E 74.25' u I ♦+♦ // 91 +' 90 y SSMH \ ARCHITECTURE \ LOCATION J /0° 11 APPROxIMATE \ \ ENGINEERING EXCEPTION 13-' x A/C ++ + 001 '++� ``FBF^ Iwi \ LEGEND PLANNING 4' WIDE UNDERGROUND f + /0 + a7 r O \ DISTRIBUTION LINE 1 1 \- J I 1 1 / • �/ II •+O a �,f y a �� • = FOUND SURVEY MONUMENT AS NOTED INTERIORS EASEMENT �, I 11 + "' r ' A/C = ASPHALTIC CONCRETE (PAVEMENT) 1 214.58 0// 1 •` +.�� - �, �C\-.0 \-•(-C(4%-'?1 G���7� 2�yo BOL = BOLLARD 15895 SW 72ND AVE SUITE 200 CJI 7 o � �/ ' � . ‹.) , a �, ,� \ CAN = CABLE TELEVISION (COMMUNICATIONS) PORTLAND. OREGON 97224 ' ++ - 2 ° �O CLF = CHAIN LINK FENCE T t_ L : 5 0 3 . 2 2 6 . 1 2 6 5 EXISTING COMMERCIAL BUILDING �•' . �, •� F` GZ y �G 2` \ CBS = CATCH BASIN (SIPHON TYPE} A X : 5 0 3 . 2 2 6 . 1 6 7 0 ::\a,fri- a.; / 214,37 5/8" IRON ROD 1 �+i ' \ G // 6755 S.W. SANDBURG STREET / < ♦co. / ,4° y 0 ,„,A0 .....t.. <„.„ o CO . CLEANOUT 1N 1N W . C I D A I N C . C 0 M 1 I .y' / 10,512 SQUARE FEET O ate�}} '2 �� f�/ (FOOT PRINT) % ♦+ �� ENGINEER'S CENTERLINE STATION y �� Oti ,j 2 CONC = CONCRETE ��1F '26 N FE=213.85' /// os • �p� 11+482.000 85.000 (METRIC) c90rD O,� o DS = DOWNSPOUT I ,i CONCRETE CONSTRUCTION J�r�� / `" // +�` ENGINEER'S CENTERLINE STATION w�no�� �'� \ EB = ELECTRICAL BOX h ( CBS 0 O \ I�EVLT ELECTRICAL VAULT '� BUILDING HEIGHT P.O.B. `L RIM-21 .2 21r3 •7,1 1 = 13.5' /0° 11+482.000 90.130 (METRIC) • 7 DEX = TRANSFORMER (ELECTRIC) LEGAL DESCRIPTION >v� C / 4+ 1 �,/� �.'4./ NG 1<)1 J/ (5\ co FH = FIRE HYDRANT MOST WESTERLY S.W. CORNER !�� c'213,8� 11 %/ ♦ / 0 GM = NATURAL GAS METER OF LOT 2, "SALEM FREEWAY -7` - 'c�r \ I� >/ +• 0 .. / Vii♦ / ® GV = NATURAL GAS VALVE SUBDIVISION" �� A/C •�04. /00 •• • / / LP = LAMP POLE °/� \k\ MARKED AS + � NG = NATURAL GROUND `4• ��'L 7.5' DEEP 11 ,0/ • / 'CLEAN 1`/ / P = PLANTER (LANDSCAPE AREA) >Il ��� 'T 1 � �+• �. 0 P.O.B. = POINT OF BEGINNING P SD 11 /0° ♦• �' 7 PROPERTY LINE DEPICTED FROM R-O-W = RIGHT-OF-WAY g� � 1 213.53 / EXTRUDED CONCRETE 1 �/ �• .�� / ► A GRAPHIC OVERLAY OF OREGON 0 SSMH = SANITARY SEWER MANHOLE q CURB TYPICAL ♦ `L I DEPARTMENT OF TRANSPORTATION ❑ = TRSRTELEPHONE RISER �`_ /: �, �� S� 11 FPE Z�3 / °.//I . ♦♦ / / \� i- N RIGHT-OF-WAY MAP 108-12-21 ❑ WM = WATER METER ONION �` DATED AUGUST 1997. .S ® yyV = WATER VALVE o + / 1\ --______ es/ 1 �� ��� •' O NI— O F O 1 0 �, CN 211.s ` <z�a \ ,�? _.)(r--) �// +�• / E = ELECTRIC LINE CONC _ ' 9 S� s13-5z 11 °/ • K z off' ko x = FENCE LINE C\I CURB 2yr O 35. / • AwNI:vG J /NG `I' rn = CD I� 8 / •1i / / NATURAL GAS LINE Imo, c',,.s �' . M=212.89 �oa�+ '1' r = TELEPHONE COMMUNICATIONS LINE CL CD — — — CONC ' P , CBS METAL UD • - / O / 0 W r�c3` A/C DRIVEWAY ♦,•�/ V a PURPOSE ,• / �' SS = SANITARY SEWER LINE m z —OS GS APRON ' UNKNOWNAD A/c U. / / / j w = WATER LINE LJJ OS OS 05 OS OS7 �, \ A/c 213.3 / O /I/ to S 210.46' NGS • \ 1 / `I. lil D /' , , 9 8 �� NI1� P / // / / / /�0�" AREA OF WORK fi = NUMBER OF REGULAR PARKING SPACES W A/C NG /---"\\- \ / ''.--- \-----O. Ov-) orY 1 _ WMI \ ti 2j� j NG NG / /�- �/ NGr�O1` ' O -----------\ \ I Z SW SANDBURG ST o �'P_, L1� El �` / i► .� / / f = HANDICAP (PARKING) c� \ --E \� � NG N 88.47 DOW 168.85'Cal -w1 Z Ln co 1=1 21 of -~~ PARKING Q CURB TAX LOT 600 \` /: wvD (.1) / i LO I— rl ASSESSOR'S MAP 2 1 DD COm CURVE DATA OWNER: — WESTERN FAMILY HOLDING INC. 0 LIJ _, — — .� — — '......\ tP /1 SITUS: �` A/C / Curve Radius Length Delta Chord Chord Bear. I 6700 S.W. SANDBURG STREET C1 50.00' 7$.54' 90°00'00" 70.71 ' N 43°54'23" W i TIGARD, OREGON 97223 , / MAIL: PO BOX 4057 �N PORTLAND, OREGON 97208 ii i W ` ` \_____cs_ 1• 11+495 888 130.806 GINEER'S N(METRIC)STATIONE NORTH \ 0\ \ GRAPHIC SCALEIneseimm EXISTING CONDITIONS ZO 0 10 ZO 40 so \ ( 141FEET ) ■ 1 InoA E 20 fest CO1 JOB NO. 170.300.01 FORREFERENCE ONLY 00111CIA`P """"s"ESEW