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12545 SW GLACIER LILY CIRCLE k r, � s vv 'i a :i i •i a .r r i µ. r` 11 Nii jf A � 1•� i , INSPEC.'TION�IOTICE City of Tigr-e Building Depar•twant 23125 80 Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Fhons): 539-4175 Business Phone, 439-4171 Inspection, Footing 1'l'.y. Undorslab Mach. Rough-in Appr/Sdwlk. Found. dlbg. Top out Gas Line FIN:iL, Post/Beam Struct, San. Sewer Framing Post/Beam Mech. Rain Drain Insulation Cpl ~ Plbg. Underfloor Nater Line app. Bd. -MOL-ch. Date Requested e eq Tion l' Addreael aI 'S �~ � pexuit Builder: THE FOLI"AING CORRECTIONS An REQUIRED, I - — -_- •f t Inspector, -- Date: APPROVSD DI8%PPROVLf APPROVMD SUR.JT.CT To ABOVE C .or Reinnp. i i r 1 � r ? � i. li l ,i w 1 t n •} 4 1 �.�.�� x�" w City of T.igas.•d Building Department 13125 611 Rall Blw.A. Tigard, Oregon 9722.1 Inspecti..n Line (Roo-O-Phone)s 639-4175 Business Pho, ^t 639-4171 { t Inspections_ Footing Plbg. Inderslab Mach. Rough-in Appr/Sdttlk I vcvnd. Plbg. Tc p Out Gas Line FIN": ' � w Post/Beata Struct. San._Eft ar` Framing -Bldg. Post/Beam Mach. Rain Dials/ .Insulation _Plumb. Plbg. Underfloor Nater Lina Gyp. Bd. -Meeh. M Date Requesteds � Times Addresss�'��. _�' v 1 I Permit Builders v :. � THE FOLLOWING CORRECTIONS ARE REQUIRED: •c, I Inspectors Date:.- APPROSisD DISAPPROVED APPROVED SUBJECT To ABMM f -Call For Reinsp. f +'h4 � 9 1 6 . .i a C t � 1' MEN TION N(YTI - City �f Tigard Building rrns,ctannt 13125 SW pall Blvd. Tigard, Oregor, 97223 Insaection Line (Ret_-o-phone)s 639-4175 lusiness Phone: 639-4171 Inspect torte Tooting Plbg. Underelab Mach. Rough-in Appr/sdwlk rounJ. Plbg. Te- Out Gas Line rIN a S I Post/Bear Struct, San. Sewer. !raving -B)d 4• Poet/Beam Mach, Rain Drain Insulation -Plumb. Plbg. Underfloor water Line �'► LOyp. Bd. '�eCh, Date Requesteds_ 'As� 2'e) — _TLJ pX Addresses Builders TIM 1OLLOWIN(i CORRECTIONS ARE REQUIRED: TO � � f 'fin- 1 F. t Inspectors �a ---— Dates__ '.„ DISAPPROvRD t. —'---APPROVED APVRO`JED 3UH,TECf TO ABOVE ` __C411 For Reinsp. + t WON Y �F 1 I P rN,t,a "�P r � � Yj• C �✓* � & � 1�3 }i rel " �;.,:-:;. -..._...._.F...ti.ti..-'p»��-.....r...�...._.....�_�vr•-.....,�.r.1,,,..,.«...�...,..�.,ry.+wr..•»,.R•r.r.n,,tu+rv-+•�r,alrwwt+CJS{(Fye'!C'�r" t+M`"'`�' A�'�'f�. .'�"�' P OVEMENT"/EXCAVATION /�`--' �' COPY TO. APPLICATION - STREET IM R l A (WHITE)-FILE ORDINANCE NO. 74-14 [Z (YELLOW)-INSP. „ ''''77 (PINK)-OTHER AGENCY (INSTRUCTIONS ON SEPARATE SHEET) APPROVED � � (BLUE)-APPLICANT -APPLICAI ION NO.: �— _ NOT APPROVED 11CITY OI I IGARD, URE FEE AMT.: S 6'00 _ PENDING FEE. PMT. ❑ CITY HALL RECEIPT NO.: ---- I PENDING SECURITY ❑ PUr LIC WORKS DEPARTMENT BY-J.�l1= DATE_ 1� — PENDING AGENCY ''OK" Cl AIyCI(,+tion and Progress Record MAINTENANCE BOND � i PENDING INFORMATION O FOR STREET IMPROVEMENT/EXCAVATION AS RFUUIREU ANNUAL L: PENDING VARIANCE ❑ EXPIRATION DATE: PERMITNO.. DATE ISSUED: BY: 1) APPLICATION APPLICATION IS HEREBY MADE TO EXCAVATE FCIR AND MTALL Widen an fjjjatjC>gDriveway-_ApC9n - - _ - - AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. P. A. Sni�?�r Der3i r 1124? SE Highland GouL� Clac " APPLICANT -- -_-- ' -..- `i _ �Xlw -`�-.I��_ ..U98_-Lfi8�—_ __ � NAME AODRItff CITY PHONE CONTRACTOR - _ _W*nC]�nL--._- - -- - - - NAME ADDRESSCITU PHONE— r City Staudarc?_s & S if icatiorlr.� - PLANS B1' _____PQ NAME��J ADDIRK55 — CITV_ PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S 150.00 _ DOLLARS OR OFFIC E: ;..MIN. (2) EXCAVATION DATA: 0.04 x S � •� = S •� STREETDESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATF'RIAL INSTALLFD ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM h QUANTITY STREET PEN . Glacier Lilt �'ix cl (�t~e ttach 3) INSPEC- TION Q U E ESTIMATED STREET OPENING DATE: —_—L_�_.—. —•- S ESTIMATED STREET CLOSING DATE: E (3) SECURITY NO. _.____ SECURITYANIT: S 150.00 ___ CLROSED SURETY CO.: __ FINAL CERTIFIED CHECK a CASH ❑ BOND iNSPEC. _ (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. 1 (A (See attached)L L I / e�i ar.Lr +C/u Q eif 1 ` I � r�.,GY'K;Z/'�� / 1 • �IU�IC.,�CIIJTVISDQ�h t�- - N, '19-AM Zq �r s "N 1' - �CtUYC S��fT1No. WUIr14.i it Err cam- NN ` 4 r' ��'-'c'�.E""' I I . QtS jbT Sj -,'B 7c (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMIS' ON TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAV JURISDICTI IN IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANV NJ' v OR,D/ MAGE WHICH MAY PESULT FROM APPLICANTS ACTIONS. Z., APPLICANTSSIGNATURE - l i DATIF ��er�geamqum:r� .,...,. .. ..-..�r„rya, y�'% ++N.w.-.k«,. ---;+:r 15 .• ';'!;N>kza�'�at?"'--. .,_..,.. II tom, 106 oc) F,* - \v, 0 v O 0 0 �co `n ,n n N m 10G2� Lo N N 1 � N ,0647 N, I u659 u. 11865 G� h IOti74 o CHICORY _ -- _. 10673 v ro 12675 0 0 _ _ 10682 � • N "I 0 IU-r,,� 10687 lohso -- _� 107001 o h 101 N or nr v 10%I( 10%05 N I 1265c m m In 10>2i l0%G4 12656 �) 4C\j5 10% 9 / ! M ,n� o O In O 024 O> / O ; l yG1100� _i0 108 - Q ,0865 ^N w D O rO v � a 1 Of3 1 c�rbc I l/Uf100 �L'ry`L�� p� R \moo '� ti °' cV1130 W N fill a r /0 ry 0) 0 1128 o y 125cn e G�q /p 915 OA �ti 0^ <o� 17.558 /0� t/ . O .f- \ \,ycO !� �`t' .`L_ I 11263_ Gl.) _ _ 12915 1:Jy35 10 12' 1r``' P �(q,� i` �rL ro <'S@• 11241 — -- ti \ u, 1 G 5•� v ti SRR ti`O 12915 ,n �� 11� \ 12905 CD 0 A CID 10gb1] /2UF.' ry0 A'O� a• i C\) c27 10950 v \tyro' POC�f 112 1 YK EA\ \ 11000 \5 �\, 11187 N O V � 110 12.660 �.H/ A' wry.. 1 �ti 12610 N N N N N 2U S'v0 ry ///l9 11161-- I161- 11000 ^'� \ry ^� 11143 1102, G h P �.Q co o 1 /?gel 4,'P \260 3 U 0 19es n A- CAke �I`J s :i IL5 t Hoo tp� Ul !9q0 o In n - 1'2935 � p w r- ,c, co O ,n 1 O o t- U I?5 45 1 X30 W ` p o ' 2 u� in co N ,n n 12550 ti �l. NI w ,n �ACIE LO 04 0 �✓ 11200 ti / (D O O t0 - O — O r ---- I L In � h h N n1 N lfl S , - - 1 ,3C) 1 I I I �r ,1�I 1`! „O H - p p' J In- S N ►4 08 W (/) "s m W a. V U Q Q v to u w W — W N U) w a ' W 2 u a w M„L2,0 o0S tI 1 6 ` f► f 1 Q pro} at `i w Y O ct to S0 o v S "° a c�16 r 60-'— G9 16zz Zr 'ad bS 3-1160rn `� 0 o� o4j . '. O �, O � M L to n y d r<ar2h / m r t . '�y M 131.1e A r U) �Qj O / 1� p h to ° n�,, rhon . O (WD lb' �CJ 'rr o /° to Y h t o �f n `j LO _tl �� ►/•r -1 60 W -- S3. C7 y In `_ , vt (WALK Yl., a \e O �� or IN TRACE 91.28 v�Q6 (/ `° O t i b p yb.l� et y n_ UJ 0 fro tp Q ►r 001 / LO r �, Ndi $ 1 001 N v a Pro on ui OD \ ��� o •2.o'O W :: 01 n N IOJ.]I_- - ( 0 vi ►N O \1 ��' O 001 \� •� GG N `` r� g — e N or 41 44 �- m A e O no � u Cr) W ^ (n '� (A o '4 65 u N I i • �,. r- • 1 } S C I � r I I - I Lo ��s� '1�6 1 cwt-C,� C t i ~I • I, ' O" MAX. 12C`- 0" MIN. 0 DRIVEWAY R/W LINE _A_-4__I:� _ W ( CONTRACTION JOINT OPTIONAL SIDEWALK LOCATION ® SIDEWALK EXPANSION JOINT B EXPANSION JOINT -` CURB JOINT ! A 3'- 0" 8�-0" MIN. -0" MAX. .- 0" MIN. FACE OF CURB SIDEWALK ADJACENT TO CURB SIDEWALK AWAY FROM CURB PLAN 1-1/2" EXPOSURE c o USE EXISTING EXP;NSION IC LEVAT ION B-8 JCANT OR SAWCUT ANG PLpCE COLD JOINT. SEE DWG, NO. CS-306. I STREET fi COkV%MD 3UBOAAM 2" OF 3/4" MINUS SECTION A—A NOTES ; 1. CONCRETE SHALL HAVE A MINIMUM BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS , 6 SACK NIX. 2. Cu.:d JOINT SHALL BE A TI-WELED JOINT WITH A MINIMUM 1/2" RADIUS ALONG BACK OF CURB. 3. EXPANSION JOINTS SHALL F,!! 1/2" PREMOLDED ASPHALT IMPREGNATED MATERIAL OR EQUAL , EXTENDING FROM SUBGRAOE TO FINISHED GRADE . 4, SEE DWG. Na CS-300 AND NO. CS-305. WASHINGTON COUNTY DEPARTMENT uF LAND USE RESIDENTIAL DRIVEWAY AND TRANSPORTATION DATECIVIL DRAY/ft APWA NO. � WA SK COUIN" Na v « • -� AEA i►.os NONE DW- 200 - a� - I if dip w H w of N = Q 3 W e on l Oa O w OCD = p I U a a u r r o Q: U w rn ? � Q M/8 � I o (90 i � o m .. M U w W W ' V a � klX z0 � l 0QzU Q LLJ Ldi w a u n j >: I dS \ N i � ma w W J mw a. W z __— gl V7 I F3- J W � W ' z a. I l LM +� w ,� 3w a W cn ( O °D z0 I I to a z F I I co -O K)V I o U w " I CC LL O --- — I Q O W F- lg m O I O m F- a 00 � O U 1 a w E- D U Fid — - I I � m ml 3 J 3 I w Cr ` a LL. U U (Y �j r FACE OF CURB DRAINAGE BLOCKOUT WIDTH OF STREET 3" I.D. PLASTIC PIPE WITH COUPLING I" R __ 6" —1/2" R ROAD 40 • II . ' i2 MAx. - A BASE COURSE •, I 1 9 1• FOR DESIGN SPEEDS GREATER THAN 40 MPH THE EMERGENCY MOUNTABLE CURB CS-300 SHALL BE USED. i 2. COYCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.L AFTER 28 DAYS. ! EXPANSION JOINTS . A. TO BE PROVIDED , 1) AT EACH PCiNT OF TANGENCY OF THE CURB . 2) AT EACH COLD JOINT . 3) AT EACH SIDE OF INLET STRUCTURES. 4) AT EACH END OF DRIVEWAYS . 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET . B. MATERIAL TO BE PRE - MOLDED, ASPHALT IMPREGNATED, NON-EXTRUDING, WITH A THICKNESS OF 1/2 INCH. 3 COIk TRACTION JOINTS . A. SPACING TO BE NOT MOPE THAN 15 FEET . B. THE DEPTH OF THE JOIVT SHALL BE AT LEAST I I/; INCHES . 4. BASE ROCK -?."-O OR3/41 1'4 , 95% COMPACTION. BASE ROCK SHALL BE TO SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH , WHICHEVER IS GREATER . 5. DRAINAGE BLOCKOUT - 3" DIA. PLASTIC PIPE . A. I.D. PLASTIC PIPE WITH COUPLING. B. DRAINAGE ACCESS THROGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB SAW CU7 VERTICALLY 18' EACH SIDE OF DRAIM 9 REPOUREn 'i7 FULL DEPTH OF CURB. -,.WASHINGTON COUNTY CURB NON - MOUNTABLE DEPARTMENT OF LAND USE FOR USE ON MEDIANS AND TRANSPORTATION j DATE CIVIL ENGINEER DRAWN APWA NO. WASH. COUNTY NO. y ISS MOD.) CS- 301 - 92 - i rt R/W 5' MIN.-- CURB JOINT SEE NOTE 5 1 I 2" OF 3/4"-0 -COMPACTED SUBGRADE SIDEW \LK ADJACENT TO CURB R/W 5 MIN. 6" � k 2 % ROAD TSEE NOTE 5 Y 2" OF 3/4"-0 1� COMPACTED SUBGRADE SIDEWALK AWAY FROM CURB NOTES I. CONCRETE SHALL BE 3000 P.S.I. AT 28 DAYS , 6 SACK MIX , SLUMP RANGE OF I t/2' TO 3 2. PANELS TO BE S FEET LONG: 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES , UTILITY VAULTS ,WHEELCHAIR RAMPS, 9 AT SPACING NOT TO EXCEED 45 FT. 4. FOR SIDEWALKS ADJACENT TO THE CURB 9 POURED AT THE SAME TIME AS THE CURB, THE JOINT OETWEEN THEM SHALL B1_ A TROWELED JOINT WITH A MIN. 1/2"RADIUS, 1 5. S!DEWALK SHALL HAVE A M,NIMUM THICKNESS OF 6 !NCHES IF MOUNTABLE CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY . OTHERWISE SIDEWALK SHALL. HAVE A MINIMUM THICKNESS OF 4 INCHES . 6. DRAIN BLO CKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3"DIA. PLASTIC PIPE AT 2 % SI.OP�. CONTRACTION JOINT TO BE PLACED OVER PIPE. ,WASHINGTON COUNTY -��DEPAF�TMENT OF LAND USE CONCRETE SIDEWALK AND TRANSPORTATION DATE CIVIL ENGINEERDRAw" APWA NO• WASK COUNTY NQ �T a NOME CS -- 305 - 25 - M } D 2rdCTION NOTICE City of Tigard Building Department- 1,3125 811 Nall Blvd. Tigard, oratpn 97223 P inspection Line (Rec-O-Phone): 639-4175 Business Phoney 639-4171 Znsper;t S.on a_ Frx)tiny Plbg. Underslab Mech. Rough--',i Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALa Post/Beam Str_uct. San. Sewer 7raming _Bldg, d Pont/seam Mach. Rain Drain Insulation -Plumb. j Plbg. Underfloor. Nates Li.0 G yp. B4) -Hoch. ! _ NO Date Requested: i --Time: AM PM 3 Address: WSJ Permit #t- Buildert THE FOLLOWING CORRECTIONS ARE REQUIRM ii d i Inspector: Date: �LAPPROVED DISAPPROVED _ APPROVED SUBJECT TO ABOVE Call For Rsinap. � u RMMM r 4i INUPP-MON No1117& City of Tigard Building Department. 13125 SA Sail aird. Tigard. Oregon 97223 Inepection Line ( -O-Phoneys 639.4175 Bubineas "'hones 639-4111 i Inspections �Nech. " Rooting lbg. Onder.labfn Appr/Sdwlk Round. y tY Plbg. Top out da■ Line MALI Post/Beam Struct. San. sourer °•;. Framing -Bldg. w. Poat/Beam Mach. Rain Drain � naulatifun/1 _ply. _. Plbq. Underfloor Neter Lino pYp, Bd. � .4 -Mach. Bquate Reested: �� Tues PH Addraea,� Permit f Z G-.7 8u11dar: LAC r'OLLOilINO CTIOMS AM RBWIRICDs Ji 1 - - --------------- -------------- T 3' In.pector: o -- - Dates /- L/"PPOVRD DISAPPROIrED __ -- 11PPROVRb !•OBJ=CT TO 11HOVe ---Call For Reinap. I 4 .� 4 MFylit „,•}' I w, f SK&PE�'1'SON NOTICE City of Tigard Building Departaant 13125 ear Ball Blvd. Tigard, Oregon 97223 41 Inspection Line (Rr-O-Phons)s 639-4175 Business Phones 63 J�f Inspections� Footing Plbg. Undsrslab Mesh. Rough-in Apex/Sdwl.k Found. Plbg. Top aut Ons Line BINALt r Post/Beam Struct. Ban. Hewer �'F'r inq l�lfL,".( ` -Bldg. i Post/Bsasi Mach. Rain Drain Insulation -Plumb. PILL. Underfloor Nater Lina Gyp. Rd. -Mach, 10 lG l Date Requestedi �j! ;_7 , Time: -AM -pm Address e Builder* THT tOLIADWINO CORRECTIONS ARE REQUIREDS i J. i — i Inspectors Date: -i---- rRQVED DISAPPROVED _ APPROVED 8U&TELT TO ABOVE Call For Reinsp. t ! I • MNSPECTION HPT1-01 City of Tigard Bnllds-.:g Depart--".nt 13125 SW Hall Blvd. Tigard, Oregon 97223 Inepeation Line (Rec-O-Phon(-.): 639-4175 Business Phone: 639•-4171 d Inspection:__— --------- ---- ---- Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out gas Line FINAI•: Poet/Beam Struct. Bart. Sewer Framing -Bldg. Pust/Beam Mech. n Ura Insulation -Pl,mb. Plbg. Underfloor Nater Line Gyp. Bd. -Mech. Date Roquested: l,fir 10 1. Timet AM ru Address: Permit #t Builder: �— clu - +r THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector f � `--- -- Date:- -APPROVED — DISAP"ROVEI, APPROVED SUBJECT TO ABOVE Call For Reinap. y- - 1 wo I " i K INSPECTION NOTICE City of Tigard Building Depax-twient 13125 Sit Hall Blvd. Tigard, Orogon 97273 j Inspection Line (Rec-O-Phone)s 639-4175 Business Phonp: 639-4171 Inspection: i Footing Plbg. 'indorelab Mech. Rough-in Appr/Sdwlk Fo:� Plbj. Top Out Gas Line FINAL: M Post/Beam Struct. Pan. Sewer Framing -Bldg. ' Post/Beam Nech. Rain Dra4n Insulation -Plumb. Plbq. Underfloor Water Line Gyp. Bd -Nech. A f Date Requested: L C Time: AN _ _PM 4 tAddress: (�, / S 2 //Permit #: G 5 THE FOLLOWING OORRECfIONS ARE REQUIRED: k 7 1 I i Insper_t �i APPROVED DI9APPROVEb APPROVED EIJBJECT 4'O ABOVE —Call rot Reinsp. �I !MI�Ri�µR`*+y�..:.,t,..;.Wxy,VMI"-QCIW�AK!SF.I'.NT7w.+:.,•.r 3. x r CITYOFTIVARD CITYOFTWARI) a , 'COMMUNITY DEVELOPMENT DEPARTMENT oenooN MOS EFS p LRMI ( 1-'Lf�MI T #. . � . , . . 13126 SW HWI Blvd. P.O.Box 23377,TiPM,Or*Pn 07221(603)6344176 c;.iT 1x 54,5 6W (:`LAC'IE.fR LILY LIR PA{ UY-L: iSl3.`1)A..4A3700 SUDD•I V I a I ON. . . . : AMART SUMME RLAKE:: ZONING. R-7 BLOCI.. . . . . . . . . . . LOT. . . . . . . . . . . . . ------ ._.__.... BUILDING _.__._.__•_._...._.___.__._._.._._..._._____._.....__.....____..__.... REISSUE.s DWELLING UNITS:0 BASEMENT. . . . . . . . :0 Sf CLASS OF WORK. c ADD BLDRMS a 0 1.%A AT t C, GARAGE.. . . . . . . . . . :264 5 f 'I YPE OF uF3E. . . ISS F"LtJOR f?LUUIRED 0[. T8AC:KS ...-.__ ._. _.........._ + TYPE LCONST. :5N FIRST. . . . -72 sf LEFT. . : 14 rt RIGHT. 14 ft 0GC.UF4-,N(.'Y CaRP. : R2 SECOND. . . :VI 5 t F idJN i. :; 1ji t t RE:f R. . : 15 ('t � IS TOR I ES. . . . . . . .. 1 7!-1 i RD. . . . s f' RLUU I RED•_._.. .___.._.. __.._.. ._. ..__._.__ s HE 161 i1". . . . . . . . : 16 ft TOTAL SMOKE DETLCTUFS. : h•LOOR LOAD. . . . .40 p s f VALUE. . . . . $1 8064 PARK I NG SPALEri. . .0 � Remarks : I'fal-l-­i I NEED STRUT OPE-M.140 PERMIT PLUMBING - --._...__ ._._.__._.._,.._...____._.___...•__..___._.__.•......_ ._ LINKS. , . . . . . . . . .0 FLOOR DRAINS. . . . . 0 E)ACKFI-OW PREVNTRS. . c0 LAVATORIEw. WATER HEATERS. . . -0 TRAPG. . . . . . . . . . . . . . :0 •T•UB/5i-OWLRs. . . . :0 LAUNDRY `1'Rf�Y'Z: . . , : I CATCH 13AGIN:S. . . . . . . ...0 WATE17 CLOSETS. . -.0 SEWER LINE (f t) . :0 GREASE TRAPS. . . . . . . c 0 D I SHWASHERS. . . . :0 WATER LINE ( ft ) . c 0 OTHER FIX 1 ;IREG. . . . . ..0 LHRBAGE: DISP. . :0 RAIN DRAIN (ft) . :0 WASHING P'IPCH. , ; 1 SF RAIN I)RH I NS. . -.0 __. ...._.._._._..__.._..____ MECHANICAL. _____....__ _... ._._ r_.__.__. _... ._ ..,._.___._...._.__- FLE ''S; FUEL TYPI•WwUNIT HT PS. . :0 type amount. !ay bate rec.pt �7 /13RB/ i ✓ VENTS . . . . . :0 F1P1._4_r $ 74. 50 JH 0:3/E6/9.3 `! MAX INPUT :0 BTU VEN"p FANS. . : 1 BPLC: $ 48. 43 JL.H 03/ 11/93 93--2'37714 FURN { 1910K . . :0 HOODS. . . . . . ..0 E.►5PC: $ 3. 73 JH 0.3/26/93 - f-'URDJ > 10111E , . :0 4JClUDSTOVE5. :0 !APRT # t'5. 00 JH 03/26/91:; - FLUOR TURN. . . . -0 C:;LCI DRYERS. : .1 MPLG $ 6. 25 JH 03/eEk/9.i BOIL/CMF' < 31IPc0 OTHER UNI'TSUO WI! PC $ 1. LZ JH 03/26/93 ._. GAS OUTLETS: 1 PPRT $ 25. 00 JH 03/26/93 Ownev, : __.__.___.._._._._.._...... __...._._..._.._..__.,I',E,C $ 1. 115 JH 0:31e_61()a KEITH MUCLURE li•:545 SW GLACIER LILY CIRCLE. T IGARD OR 97a23 Phone ##: Contractor: _._.___.__._....._._._____. ____...._ ...__........_.. ::1 1 , A,, SNIDER DESIGN 11247 Sir HIGHLAND LOO CC.40.111nmAS OR 9,7015 Phune %3 698-•6680 Rey #. . : 52341 A 18t-1. 41 TOTWL This perrit is issued subject to vie reoulations rontaired in the - - REQUIRED INSPECTIONS - - Tigard Municipal Code, State of Ore. Specialty ,-•,,as and all other Foot/found Insp Gas Line Insp applicable laws. Ali worw will be done it ! with approved Pust/Beam :Str1m-.t In at.ilatiun Insp plans. This pereit will expire if war in 180 Post/beam Mechan Gyp Board Insp nays of issuance, or if work is susptr,( days. F='LM/Underfloor Rain drain Insp IvIpchaniLai Insp Water Lint. Insp i,e r,m i t '; e e b i.y n a.t i.(r e — _. P 1'_1 o1 b 'Fop O'.(t Mechanic..ra l F i n al l Framing lnsp F'1+.imth Final py ° F irep(Iace Insp NcIilding f"ir,ai C:aI i for ;71 ecl; iun - 639 417,e ' s F C�C CITY OF" T I GARD RECEIPT OF FIAYMFNT RFCE I VIT NO. CHECK AMOUNT a 1:36. 98 NAME T. A. UNI DER DESIGN CASH AMOUNT a 0. 00 � rr fal)1)Rf Ci a PAYMENT DATE a 03/26/93 UBDIVISION a PURPOSE OF; PAYMENT AMOUNT PAID PURPOSE: OF PAYMENT AMOUNT PAI0 H JIUD•ING PERM _ 74. 50 PUUMBINO PERM _ __,... . _2 . 00 ME'C;HANIC:AL FSE 25. 00 ST. PUIL.D PER 6. 83 FLAN CHECK FES 6. 25 a 1 . 345 SW GLACIER LILY CIRCLE ti rOTAL AMOUNT PAID -- —> t36. `?R s 'r i i 1 1 I t r i i 1 :moi - .. _. a���,..c;a;,,...,».«:«....,1+.�.......,.....».,....,..-,H. w........�wew«.w.,v...�.,...,...x.n..-w..r.er,v, +,........, _.._.,.. .... _._ ..... C JL 1 1, OF �1 �� 13125 sw tt,a Bhki PLNCK/RECT ..� PERMIT 0 COMMUNM DEVELOPMENT DEPARTMENT T Id.0-9°"97M (M)43"171 DATE ISSUED JOB ADDRESS: IZ545SW.Gu�uE2-Lw4C, m4L-E TAX MAP/LOT s3 nq ~ 037oU SUB: ` Q W"V , ;uLL NY-Z LOT: LAND USE: f VALUATION: D I OWNER SFECIAL NOTES NAME: kLN �'�� Cc-VR-E REISSUE OF: ADDRESS: S4JS S1tV 6LjXCAEF- 1-1 Lrz LAST REISSUE: FLOOD PLAIN/ PHONE: �Z-LI '`)�Zr7 _ SENSITIVE LAND: i ,r 1 ONTRACTOR �CJ APPROVALS R QU I RCD NAME: ' . t-\ • *)9%DER- 'be SICLkA PLANNING: ADDRESS: 11 2AI lAY .1 uAt-A Loop ENGINEERING: _ CL S 0(L c)-7 _ FIRE DEPT: PHONE: CpgJ3- (e ave Q - OTHER: CONTR. BOARD #: 52-541 EXP DATL: 1LU -(o - 2, ITEMS REQUIRED 1 SUBCONIP',CTORS: PLUMB: 4 W:,H AWAAWC'A1C._ �9C,• LIST/SUBCONTRACTORS: — - MECH: 0 u3m N (-Ow\f 011-V �t03 lAk BUS I AX: _ ! ARCH/ENGINEER CALCULATIONS: _ NAME: TRUSS�ESIG.PI TRUSS DETAILS: ADDRESS: I IZ4SE ,14 ioA1Aok Loor _ OT"ER: _ (—osC�A VA&s 0 V �-lo PHONE: --- �D9,9.=(96K) _ PROPOSED BLDG. USE: _ LPQV4or- G4�1-FLAG COMMENTS: .1 Z -55 APPLICANT SIGNATURE Received By: _ _ _ Date Received: PERMIT # ACCT # DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE" I! \ Asfy3-o G 10-432 00 Building Permit Fees O 10-431 '00 Plumbin Permit Fees 10-431 01 Mechanical Permit Fees 2_ 10-230 01 State Building Tax (5x) (•z' -- Building .3. 73 Plumbing /• 'I� Mechanical Z . 1 > 5 Z 10-433 00 Plans Check Fee � Building 41k. q_3 ✓' Plumbing i � Mechanical �'•L jr�' 10-230 06 Fire _ — 30-202 00 Sewer Connection 33-444 00 Sewer Inspection 25-448-02 Commercial TIF Fees 25-448-04 Industrial TIF Fees _ 25-418-06 Institutional TIF Fees ;i 25-448-03 Office TIF Fees 25-448-01 Residential Traffic fees 25-448-05 Mass Transit TIF Fees _ 52-449 00 Parks System Dev Charge (POC) _ 31-450 00 Storm Drainage Syst Dev Chrg I (SSDC) 24-445-01 Water Quality (Fee in lieu of) 24-445-U2 Water Quantity (Fee in lieu of) '3 TOTAL_ /�5, �,. ? r' 9 �I 1 1 nm/3587P.WPF 1 . �} s .c >lt, J i i Ir i I { u � • a CITY (IF 'T 1 UA RLQ REGE 1 PT NP.t. 714 t lAE('K AMI�IUWT a 46. 43 I NAME x T. O. SNIDER CASH AMOUNT a Q). 00 � �► ODDR.E SS t PAYMEW DATE', 0.-4,111 SLIM TVPTT ON o WRC OSE UFFSA'/OWNT AMOUN'P PA i D PURE-101-iC OF PAYM;—N I' fih1UUN'i I:'i i 1 Ll U 1;2545 SW GLACIER LTLY 111"MIL AMC,LIN'I PAID _. ._ ... 46. 4 � i i P i I 41�