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11740 SW KATHERINE STREET-2 I it, r lte�.r ''q4 :r�� .ti'Yi r�"i+.`�. `�1k'y ��.` h� ��.+ Y1����Jati ,!i'`�y°�I °n �...Rr ' v r5 .�. �:� � • YF.',:.-�.� r' ,y. n , ; Y Ir. r._ A .M a l�J � 'd Sm•I� • 1 f � yla �Gi �r A . ............. -_2L INSPECTION NOTICE City of Tigard Buildlmg Department 13125 SN Ball Blvd. Tigard, Oregon 97223 i Inspection Line (Rec-O-Phone): 639-4175 Bunineee Phone: 639-4171 Inspection: i Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Flbg. Top Out Gas IAne FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Inoulatiou -Plumb. Plbg. Underfloor Water Line Gyp. U. -Hoch. Date Requested: f� ,e — Timer -_ —PM Addrese: lfJ �~ e:i�C:+l71 Yr/h r 1- _ Permit li `/L_ Builder:—_,--_ — TMS FOLLOWING CORRECTIONS PRE REQ':IRED: i t, r i t Inspector: if r / Date:,; - _`APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVF. call For Reinap. ��,yµtr 'VF wau.ar f,,s�,:,a teiu:e�a a=..:.i n�m x�.A' �w"as'�►wr;�w+nww+°c�'rw�r..._ { �' r rpt R16rRP sLir I.+...`+`_r-r .yam.. .... y..:�..-.c.•.-.r«...—..._.». APPLICATION - STREET IMPROVEMENT/EXCAVATION COPY TO; 1 (WHITE)-FILE ORDINANCE NO. 74-14 C T-) b1(YELLOW),INSP. ,y, �.- -^ -,GENCV • , I!! (INSTRUCTIONS ON SEPARATE SHEET( (PINK)(BLUE) APPLICANT 1 24, —_ APPROVED APPLICATION NO.: _. NOT APPROVED ❑ CI Y OF I IGARD, OREGON FEE AMT.: E 20.00 PENDING FEE. PMT. ❑ CII N' HALL RECEIPT NO.: - PENDING SECURITY ❑ PUBLIC N'ORKS DEPARTMENTBY DATE '3 L / `1 —,— — — — — — — — — — — — — PENDING AGENCY ' OK" (] .\pplic,ltion and Progress Record FOR STREET IMPROVEMENT/EXCAVATION MAINTENANCE BOND • ■ PENDING INFORMATION U As REQUIRED ANNUAL L1 PENDING VARIANCE ❑ EXPIRATI N ATE: --,,,,: / PERMIT NO- `I Z. ATE ISSUED / - ------ - -__ 1 BY: �"'--- ■ (1) APPLIC ATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL _ CON"I . r-., lAY APRL[q _ AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH L,TY REQUIREMENTS. II APPLICANT T14B WALL 5204 N. ALBINA AVENUE PORTLAND, OR 97217 225-0395 _ s NAME --- ADDRESS ^_— � CITE �— - - — ?HONE -- CONTRACTOR— SAME NAME ADDRESS CITY PH--��ONI— PLl.NS BY PER CITY S�.'AN1�?.RDS 5 SPECIFICATIONS V _� NAME ADORES$ CIT —��MCNEy ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST: S . DOLLAR$ 2) EXCAVATION DATA: FOR OFFICE[ 4 00 20.CJ l MIN. ( _ 0.04Xs��r"_ STREET —DESCRIPTION __ PROGRESS & INSPECTION STATUS SURFACETCU'f — ^!IT CUT MATERIAL INSTALLED NAME ITEM DATE REMARKS/TYPE BY TYPEEN25TH WIDTH DEPTH ITEM & QUANTITY I ' STREETPENEIR KATHER. NE; Si.EUE >:� s (:f\CtIF?I / INSP C- — - E TION Q U ESTIM,t EO STREET OPENING DATE: S ��— ESTIMATED STREET CLOSING DATE: _._—I E D STREET (3) SECURITY NO. _ SECURITY AMT: $ 5M.00CLOSED SURETY CO.: -- _ FINAL cnsH Ll BOND � _ (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL f l SPECIAL PROVISIONS /CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. 1. Notify City Inspector Carl Vieweg at 639-4171 24 hen. 1 1 I 1MLore starting wor . 1 , 1 2.CTiLS 757.541-.571 applies, Eget utility coqpany pro- CURB 3.W. Katherine street I notification, etc. f -- - -----. ----- --_--- — 3 All work shall conform to City StEnTards & Specifications. 1 work area I 1 :Alla: 11740 S.W. I Katherine 5trnar _-- (5) NOTE THE CITY OF TIGP RD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDIc.rION IS THAT OF WASHINGTCN COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT I IkWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CIT1' AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. APPLICANTS SIGNATURE — — DATE L i ��... 1�, ,� � "+Mit -y,��ly�.�' i� i r,,�F?y 7' 1. q e.. F i e^'�� i"'jQ 1 jl•"+j�S��!•7r';�,�SYi�!a Y $ tsnal'k �B "f i' 1 Y oa z c M r4 B-11 Q _ Q O al CD �x l "' Col w f �= C me W N I<f] ! L N Ot gK 4L. 1POS9V co +_ N N � 3t►eCON 00 41911 S . .ON �F►.00 N _ f Yc•soz oozai � 09 s �+ O m O it 0 + M o { CD $ ; �s�.�l $ • o O o 115110 A,i1eCO6 _ _ P _ rc'aoz 0 11 .01 i SY•00 k ,� %%0in kn oOIT 9• O N N t �I(r .� + _ O + 8 r N ►c soz to ' W O b �TL O ,11' _ 06 06 6 \4• +• 1� ►.00 M p m.M+ C N g U _ r s `,���O V L' 06 `ao.�sT YL'a0S — �zs 0 N i. aD 1 N N w lD Q M p 3Fo in OO .�- O O �• _ ao %004 •o O O N N !t'a0Z W ;,�_ U N N N N r et r W N V0.T1 g... Y �y it Y N !- 6�1T N 00.79 ' n If7 a y N �'' s es wo?Ilw Q 8 ti 8 LLw• k Of.1 w iso T TT 10 \ G 1l0 - ~ ; U 0) co a M H w ri o (),n • h - rt�ao F-- O _ ►1 N { p M �_ p f „r awmia Fkt 4'C'gr y✓4'+r ,� dy, ...« ;, n:.. :. >. � ... .. 'ux,M1 �,:�aR"3.�i�+r4'�` �'1�D$ _ 3©” .„24- 0° MAX. 12'- 0" MIN. DRIVEWAY R/W LINC A� W CONTRACTION JOINT OPTIONAL ' SIDEWALK LOCATION ■ B SIDEW'.LK EXPANSION JOINT B EXPANSION JOINT L4 CURB JOINT A Is 3� -0° 6�-0�� MIN. )<-0° MAX. 6 - 0" MIN. TFj�'0° MAX. 3' jo � I FACE OF CURB SIDEWALK ADJACENT TO CURB_ _SIDEWALK AWAY FROM CURB PLAN 1-1/2 EXPOSURE USE EXISTING EXPANSION -B JOINT OR AND PLACE COLD JOINT. ELEVATION B SEE DWG. N0. CS-306. STREET .-.r— f i COMPACTED SUBORADIE� 2° OF 3/4" MINUS � SECTION A-A NOTES I. CONCRETE SHALL HAV.: A MINIMIIM BREAKING STRENGTH OF 3000 P.S.I. } AFTER 28 DAYS , 6 SACK MIX. 2. CURB JOINT SHALL BE 4 YRO%'2LEO JOINT WITH A MINIMUM 1/2° RADIUS ALONG BACK OF CURB. 3. EXPANSION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPRCONATED MATERIAL OR EQUAL , EXTENDING FROM SUNRADE TO FINISHED OQADE . j 4, SEE DWG. NO. C3-300 AND NO. CS-305. WASHINGTON COUNTY DEPARTMENT OF LAND USE RESIDENTIAL DRIVEWAY AND TRANSPORTATION DAYS CIVIL EN91HEER ORAWN APWA NO. WASK COUNTY NO. ,7 •• - . .-�--- AEA b'96 NONE DW-- 200 S G Y qw,♦�' r g.• FACE OF CURB DRAINAGE BLOCKOUT WIDTH OF STREET 3" I.D. PLASTIC PIPE WITH COUPLING 1" R 6" �1/2" R ROAD n II II • l2 , MAIi. — e 1 j BASE COURSE �• 6 I• FOR DESIGN SPEEDS GREATER THAN 40 MPH THE EMERGENCY MOUNTABLE CURB CS-300 SHALL BE USED. 2. CONCRETE TO HAVE A • BREAKING STRENGTH OF 3000 P3.I. AFTER 28 DAYS. EXPANSION JOINTS. A. TO BE PROVIDED , 1) AT EACH POINT OF TANGENCY OF THE CURB . 1 2) AT EACH COLD JOINT . 3) AT EACH SIDE OF INLET STRUCTURES. 4) AT EACH END OF DRIVEWAYi . i 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET 8 MATERIAL TO BE PRE - MOLDED, ASPHALT IMPREGNATED, NON—EXTRUDING, WITH A THICKNESS OF 1/2 INCH. 3. LONTRACTION JOINTS A. SPACING TO BE NOT MORE THAN 15 FEET . 8. THE DEPTH OF THE JOINT SHALL BE AT LEAST I% INCHES . 4. BASE ROCK -2"-0 OR 3/4°-0 , 95% COMPACTION. BASE ROCK SHALL BE TO SURGRADE OF STREET STRUCTURE OR 4" +N DEPTH , WHICHEVER IS GREATER . 5. DRAINAGE BLOCKOUT - 3" DIA. PLASTIC PIPE . A. 1.D. PLASTIC PIPE WITH COUPLING. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CUgB SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN 9 REOOURED TO FULL DEPT; OF CURB. _WASHINGTON COUNTY CUR® NON - MOUNTABLE DEPARTMENT OF LAND USE M AND TRANSPORTATION FOR USE ON MEDIANS DATE CIVIL ENGINEER DRAWN APWA NO. WASK COUNTY NO. /7/8t, _ -- xL'y 1,.85 IS ( MoD.) CS- 301 92 - y:z+' 77 i LJ r1 z � w 1-• I I 3 (f) w m m I w z 0 I I ~ X L or U Cl a°C o c W O0 co fn w3c M Z tr d M/acr LL I I o oZ m - - - -- oil � —1 — _ _ _ a W I- nn a � dw I U I I N � 1 z h Q � o ? z � IU U r u n � >: ( �� 1 Wz � o w w CL o] W ---- aJ U O--4P— I u a > w a _T I m 3w I T zcr w F Q (' � w�) CL a M Z I I I 'to a z_ I _O Z) j j �nn MU I I Ld au M w -, O &) a aj I < O I O m V) U x� �' I I-- IW r'I _ j (-) 0 0 I m O c h I Ir cr I J J O crI d tl �U U