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9169 SW BURNHAM STREET-2 ADDRESS: i:\re,ords\microflm\targets\building.doc Ll I Y I lf 1 110) 11. 1 1 t 1.1 1 III I If-lYMI-N I Id"'I.1, .1 P I NII a4.4 e, u,w-14l, f-i011 10H i 4,fn 1 140 144ME l."IT41 111#1111INI 1-11,YMI N 1 14111 r ill PPYIIEN I P110) 1111141111"1, ")1 1..'(4'y Oil.,N I 1+111111111 1!11.R.l.! ,fl 1 4'1(A-A-1 fIlIft-A)IAI"�p tI'4'P I I-A. FOR '1N . ..IFA) OF 0N'-,f=.Rl.4ROlJNMNW I GoARD V I F31 ON CV N I P.R 4451 . 48 0- November 29, 1994 CITY OF TIGARD OREGON Nicoli Engineering & Construction 9025 SW Center Street ,,,) Tigard, OR 97223 Attention: Mr_ . Jim Nicoli Subject : Fee forin-lieu of Undergrounding at the Tigard Vision Center In reference to our conversation this morning relative to the subject fee, I have discussed the matter with the City Engineer, Randy Wooley, and we concur with your request that the fee apply only to the project legal lot frontage. As you noted, if the fee is based on the legal frontage, then each parcel is responsible for their individual portion only, even if additional frontage is utilized such as the joint use driveway approved for the three parcels at this site . The fee for Tigard Vision renter calculates as follows : 161 . 89 feet r. $27 . 50 = $4, 451 . 98 The payment of this fee is the last City requirement in order to obtain the Certificate of Occupancy. Thank you for your patience in this matter. Please advise if I can assist you further . Sincerely, Michael. J. derson i Developmen Reva_ew Engineer c: Jer_ree Gaynor, Building Department MA\rlgdvl.n.ltr 13125 SW Hall Blvd„ Tlgaiu, OR 97223 (503) 639-4171 TDD (503) 684-2772 — --- November 2, 1994 CITY OF TIGARD OREGON Dr. Brad Smith Tigard Vision Clinic 9169 SW Sumhom St. Tigard, OR 97223 CERTIFICATE OF OCCUPANCY FOR TIGARD VISION CLINIC We have not issued the certificate of occupancy for your new building. The only item remaining for completion of this project i:a payment of the in-lieu-of fee for undergrounding of the utilities. Michael Anderson of our Engineering Department calculated this fee to be $5,287.15. Please remit payment to the City of Tigard by November 9, 1994. After we receive this payment, we will issue the certificate of occupancy. If yo have any questions, please contact Michael Anderson or me at 639-4171. arras Gaynor Permit Specialist pyr,�.doa 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 -- -- -- SIGN PERMIT PERMIT #: SGN94-0175 DATE ISSUED. . . . : 10/04/94 EXPIRATICN DATE:0I PARCEL. . . . . . . . . : 2SiO2AB-05300 ZONE. . . . . . . . . . . . CBD PD BUSINESS NAME. . : TIGARD VISION CENTER SIGN LOCATION. . : 09169 SW BURNHAM ST APPLICANT/AGENT: BRADLEY SMITH BUSINESS TAX NO: xmazxxaxaa��amxsesaxxxzx��s-:c-xxxxzs._zmasax-x--xxaxa:s.sx-axxa=a�sa:a=meaxsxssdxas SIGN: PER1,".0& 2 (X) FREESTANDING (X) FREEWAY ( ) TEMPORARY ( ) WALL ( ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 65" X 63" TOTAL SIGN AREA. . . . . . : 34 sq.ft. WALL AREA. . . . . . . . . . . . . sq.ft. WALL FACE (DIRECTION) : NA SIGN HEIGHT. . . . . . . . . . : 6 fr.. t-- PROJECTION FROM WALL. : in. v ILLUMINATION. . . . . . . . . : NON DESCRIPTION OF SIGN: Permanent, freestanding. 65" x 63" MATERIALS. . . . . . . . . . . . : WOOD / BRICK EXISTING SIGNS. . . . . . . : 1 ELECTRICAL PERMIT REQUIRED: NO BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXC:EPTIONS. : N/A PERMIT FEE: $ 25.00 APPROVED BY: ✓ 1 DATE: 10/04/94 ��•ZD Permit No.SGKJ R� CITY OF TIGARD SIGN PFRMIT APPLICATION The applicant hereby applies for a permit for the work indicated or as shown in the aecattpanying plats and specifications. SIGN I!]CAT'ION ADDRESS: NAME OF BUSINESS: �� APPLICANT/AGFIIT: OWANY:' -y� The City of Tigard i an annual Business Tax which tttu_st be kept current on all pervxm doing business in the. City. Do yrxzpresently have a current business tax? YFS (1() M7 ( ) U.L. Label f PROPOSED SIGN: (Check a_, many as apply) PE13QNE r (X) FRaSrANDU4G C)<) FREEWAY ( ) TEMPORARY 444 WI.LL ( ) E E IRONIC ( ) 01HER ( ) B11130ARD ( ) BA 1OON ( ) SI(V DIMENSIONS: _ /�5w 1( k ED'IRATION [GAZE: TOTAL SIGN AREN (Sq. Ft.) : WALL AREA (Sq. Ft.) . _ WALL FACE: --- HEIGHT (Ft) : -- PRDJECIZON FROM WALL: ILUHROTION: M ( ) NO (1C) TYPE: Ti \n C7OPY. e F �.. ��LiCr,LE f �lrtckn1, U b��a �.Eu GSMI 14, U .0 MASERIALS: : E KI..9TM4 s SIGNS: 21. - AIS=7TRATIVE EXCEPTION:E TION: N/A ( ) APPROVED ( ) HOW MUCH AREA ( ) HEIGHT ( ) cmu NI'S: t�rArltrrnx DEFARTMFI r All sign permits mist be ac:oapanied by a scale _ waitFee: o- drawingun and plot plan. If work authorized der �eoeipt No: = - 1 a sign permit has not been cccipleted within ninety BY_ days after the issuance of the pe_-mi.t` the permit Date: I . - -_ shall bec m e null and void. F-La=C AL PERMITI CER'!ZF`[ ITW I AM THE ED OF THE REQUIRED: YES ( ) NO KJ PROPERTY OR A i0 ZED Y BUIIAING PEFI= �,' -- .- "- - REQ.TMED: YES ( ) NO j`/,k Applicant's Signat�t �( CC, Sc,S �' -- cp/Mq7E Q' Address Telephone N:\��UM\Ca�IDEV\ a e a _a a a a a 1 FREE STANDNG BUNNE56 SIGN NOM SffE PLAN 00 I�=/I�I 111 ' 1 • 1A 1, PREPARED BY: EJ5 and Construction Services Inc. Phone: (503) 0' P' 1 ' 1 �--- �I L�-.� n.. � � � � �_ �- f --4- �' �� r� � �� l � � � � ._ -- -,.� � J 6 � � �- .� LSA '' � � � � � I `� � ` � � U� .� v � � ,, , J �� coco4031�1 P, O1 r. SEP-30-94 FR1 9:29 NEW TECH ELECTRIC INC FAX NO. 5036483131 r101 FROM IEOFF GLGCTRIC CO TO 9036493131 •4.OA-30 ag1 3OMM 0467 P.mf/mS aiRP ti7Sd-°@4 F Fi I 1 121 10111V Y L SM" 1 HC TRL Mi 24331k! C/ iv.. . r r IRS 1210• ► This "troffer is spa- � ��:• f,r,x :, oially designod to be Installed In f1re•rated or ensu aced oeilin ss .�•te. UA��601 i r � I 1 ' � I CITY OF T I CARD COMMUNITY DEVELOPMENT DEPARTMENT CERTIFICATE OF 1.11,25-SW Hall Blvd. Tigard,Oragon 97223*8199 (503)839-4171 OCCUP14NCY xhx>( PERMIT 1b. . . . . . . r SUP:,44—klj 639-4171 DATE ISSUEDil 09/29/94 PARCELA 2S1Ql,'2AB ,-03:300 5) 1E ADDRESS. . . - 091 F,9 GW BURNHAM ST GUBDIVISION. . . . c ZONI NO 0 CBD PE) BLOCK. . . . . . . . . . D LOT. . . . . . . . . . . . . I CE.A05 OF WORK. sNE=W TYPE- OF USE. . . s COM OCCUPANCY ORP. 1 D�? OCCUPANCY LOAD156 Tl NANT NAME. . . iTICARD VISION Roamarkav Tiperd Vision Center, Sitt, Development Review approvel to allow the Construction of a 3, 001A squet-e foot medical facility With related Site i mpro Yemeni,%. Owner: BRAD SMITH 1".1425 SW MAIN STREET' TIGARD OR 97223 Phone 0i 639-5tl7p Contractort GPAY/PURCEI-L, R. A.. CO. 11445 %) TIE DE14AN AVE. P. O. BOX 23516 �'ICJARD OR 9722i-3516 Phone #v 639-6127 Reg t1. . : 7901A Occupan(---y of the above referenced buildinr is horeby given, and certifif?," the compliance with the State Of Oregon SpecimIty Codes far ttio group, occupancy, and uz.4e under which the referenced per-mit wa-, isso.ted,. BCtf,11fi,J)INC; INS CTOR P1 I I 1 1)1 NG OF17 I C I At. POST IN CONSPICUOUS PLACtz' j9SPF�C!'iON- lOT10E City of Tigard Ruilding DeepartKwt 13125 SM Balt Blvd. Tigard, Oregon 9722 Inspection Line (Ree-O-Phone): 639-4175 Business P . 63 - Inspection: �.- {..1�_ rooting P1bg. Und,aralab Mach. Rough-in Appr/Sdwlk Round. Plbq. Top Out Gas Line AL Post/Beam Struct. San. 8ewer Framing rosy Post/Beam Mech. Rain Drain Insulation _plumb. Plbg. Underfloor Wate�r Line Gyp. Rd. -Mach. j Date Requestedt_ / /d !Z&Y Times AX ( y Address: Permit _ Permit builder: THE rOUA MIgG CORRRCTIONS ARE RRQUIRRDs T Inspectoj _ Dates _—_ VRD _= v DISAPPROVRD APPROVRD 8UTO ABOVE Call For Reinsp. Construction Inspectimi & Related Tests Geotechnical Consulting Carlson Testing, Inc. P.O. Box 23814 JOB NO. 94-1678 a Tigard,Oregon 97281 `-UP � ' l 4 Phone(503)684-3460 REPORT OF IN-PLACE ASPHALTIC CONCRET- DENSITY TESTS FAX k 684-0954 Client NICOLI E-NGINEERING & CONSTRUCTION SERVICES INC Project_ TIGARD VISION CLINIC 9169 SW BURNHAM S'r TIGARD OR Description— CLASS °C" ASPHALTIC CONCRETE FROM PORTLAND ROAD & DRIVEWAY Rice Density 150.,5 _ Marshall Value Method of Test_ ASTM D2950 _ Serial# 21072 NUC 3440 DATE OF TEST TEST LOCATION Lift No. In Place Density COMPACTION TEST NO. 09-23 1 PARKING LOT 1 137 .0 91 .0 09-23 2 BURNHAM ROAD ® EAST END_ 1 _ 139 .2 92. .5 09-23 3 BURNHAM ROAD 0 WEST END 1 137 .7 91 .5 Remarks: _cc : RA GRAY-PURCELL --- -- CITY OF TIGARD S . LEACH/MM Tested by __ _ CARLSON TESTING INC. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. r I Inc. onstruction Inspection &Related T sts Carlson Testing, nc. Geotechnical Consul .'ng REPOHTOF6a12 CONCRETE.__ TESTSPECIMENS P.O. Box 2 814 ASTM C172/C1231/C39/C31/C143/C1064 Tigard,Oregon 9 ?_81 TestMethods: Phone(503)684- .460 FAX#684. 954 Date Molded: —_ 06/08 '19 94 Job No. 94-1678 Permit No: -- Client: _ NICOLI ENGINEERING & CONSTRUCTION SERVICES INC Project: TIGARD VISION CLINIC Address: 9169 SW BURNHAM �.T TIGARD OR Contractor: RA GRAY PURCELL — —SubContractor: _ — — -- Concrete Supplier- _ ROSS ISLAND SAND AND GRAVEL Truck No. —_-----Ticket7RNo. A148047 M . I_ARSON Cast By: -- ____-- Cu.Yds. -----��-- Load No. --- SUNNY 75 5C Weather Temp.High: Temp.Low: _— SLAB ON GRADE - ENTIRE BUILDING . Location of Placement: - — s3: 00 70 -----.—Test Time: —..—.------- ---- ---Concrete Temp: _ 3000 Strength Requirement: _ _____- PSI a _��W__days Slump --_--_ Cement Typel — --- 3011B 3/4 " Mix No./No.Sacks --- Alr Content — ---- - - Mar.Aggregate --_-- — — Admix Amount: ____ Brand: _Admin..Amount: __ _ _.. .__Brand: Set Test Register Date Date Total Area Unit Report Test d No. Days Number Recd Test Load i PSI No. By — ? 5550 06/14 06/1E 95 .41(:, 28.38 3360 1 313 28 5550 06/14 07/0( 115, 680 28. 34 14080 2 JB 28 5550 06/14 07106 115,480 28. 34 4080 2 JB Remarks: cc:RA GRAY–PURCELI_ •---- — Information conlaineo herein Is not to be reproduced,except In full,without prior authorization from this office. j Construction Inspection &ReWed Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OF 6X12 CONCRETE TEST SPECIMENS P.U.Box 23814 ASTM C172/C1231/C39/C31/C143/C1064 Tigard,Oregon97281 Test Methods: Phone(503)684-3460 FAX 0 684-0954 Date Molded: - 06/08 _ 19 19- 94 Job No. 94-1678 Permit No: —�--- Client: — NICOI_I ENGINEERING 6 CONSTRUCTION SERVICES INC Project: TIGARD VISION CLINIC Address: 9169 SW BURNHAM '-IT T 1 CARD OR Contractor: RA GRAY PURCELL � Sub Contractor: -- --. -- Concrete Supplier ROSS ISLAND SAND AND GRAVE.LTruck No. — 78 Ticket No. A 14804 7 Cast By: ._ M . t_AR5UN Cu.Yds. Load No.4 SUNNY 75 `'0 Weather: —�--'temp.High: Temp.Low: _--- SLAB ON GRADE — ENTIRE BUILDING . Location of Piecement: — - 8:00 70 _Test Time: -__.-Concrete Temp: 3000 28 '1 " I Stren1th Requirement: - -PSI _- days Slump ------Cement Type 301 113 3/4 ' MiA No./No.Sacks Air Content — -- --- _- Max.Aggregate -- Admix.Amount __ ____ Brand: Admix.Amount: _Brand: ---` Set Test Register Date Date Total ^ AUnit Repport Tested No. Days Number RecdArea Test Load PSI ;Too 7 5550 06/1.4 06/1 95 .416 28.38 3360 1 Jf:3 28 5550 06/14 07/0E 28 5550 06/14 07/0 Remarks: cc:RA GRAY-PURCELL -- 37 Information contained herein Is not to be reproduced,except In full,without prior authorization from this office. �N'-t4PEUON NOTICE Citi. of Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (PARC-O-Phons)e 639-4175 Business Phones 539-4171 Inspection:_ Rooting Mg. 4derslab Hoch.ttRough-in Appr/Rdwlk Found. Mg. Top out Gas Line Post/Beam 3truct. man. Sewer Praming -Bldg. Post/Beam Hoch. Rain Drain Insulation , Plhg. Underfloor water Line Oyp. Bd. -Mach. Data Requestedt ` �_rinij4 :K AN PM Address:_ Permit 1 Builder:_ TFTs POLLO"ING CORARCTIONS ARE RRQUIRRD: Inspector: natal APPRovrn DI/SAAPPROVRO APPROVED SUBJECT TO ABOVE ^�� Call For Reinsp. INSPE�ClION NOTICE �=y� � v �t , ✓ city of Tigard BmildLeq 13125 80 Ball Blvd. Tigard, Oregon 97223 Inspection Lino (Rec-o-Phone)t 639-4175 Business Phones 639-4171 Inspections looting P1bg. Underslab Mech. Rough-in Appr/Sdwlk ftund• Plbg. Top Out Cas Line FINALt Pos,:/Besrn Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain nrain Insulation -Ply, Plbg. Underfloor Nater�) O Edd.. -Hoch. Data Aequestadt / �• 5 Tlrtet _AN Addresst'(1-�1-�-io--- jljlL " Permit #t, OS Builders / _ / (.f LBC ! THE FOLLOWING CORRECTIONS ARE REQUIREUt Inspector: Datet _APPROVED DI9APPRCVED APPROVED SUBJECT TO ABOVE Call For Reinap. 4, � 2/�` INSPEV910H NOTICC9 City of Tigard Building Department 13125 BW Ball Blvd- Tigard, Oregon 97223 Inspection Line (Roc-O•-Phones 639-4175 Business P�one: �n639-4171 Inspections.— Footing nspection:_looting Plby. Undrrelab Hoch. Rough-in Appr/Sdwlk Plbg. Top Out Gas line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line gyp. ,%d. -Hoch. Date Requesteds� _- ' / / Time: AN -PH llddress:-2/(o � -z1 �-7'-, Permit f Builder:-.-__&7_W� /— THE FOLLOiIING CORRECT IONS-ARW FIQUIRED: Inspector: Date: n 1',PPROVRD DISAPPROVED APPROVED SUMFErT TO ABOVE Call For Re{nap. INS PEq--Tj N NOTICE City of Tigard Building Department 1312S SW Hadi Blvd- Tigard, Oregon 9",e23 Inspection Lino (Roc-O-Phone): 639-4175 Business Phone: 639-4171 < h, 1 Inspection:— Footing Plbg. Underslab Mech. Rough-.in Appr/Sdwlk Pound. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. Framing -Bldg. Post/Ream Mech. In Dra krt Insulation -Plumb. Plbq. Underfloor Gyp. Rd. -Neth. Date Requested: Time: AM Address: �✓n J Permit It Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: i - - - Inspector: _ ---- Date- APPROVED —_ DItCAPPROVED. APPROVED SUBJECT TO ABOVE`--- /� Call For Reinsp. 0- M INSPECTION NOTICE City of Tigard Building Department 1312S BW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Res-O-Phone): 639-4175 Business Phones 639- 7 Inspection: Footing Plbg. Und rslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gan Line FINAL: Post/Beam Strutt. San. Sewer Framing -Bldg. Post/B-1-lam Mach. Rain Drain Insulation -plumb. Plbg. Underfloor Mater Line -Meth. Date Requested:__ I C tY Time: AM /QPM Address: _ —F Permit Builder:_ THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: `✓APPROVED DISAPPROVRD APPROVED SUB.IISCT To ABOVp. Call Por Reinnp. I INSPECTION NOTICE Cit2 of Tigard Building Depertutent 1312S SO Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phone)s 639-4175 Business Phones 63 -4171 Inspection:_ Footing Plbg. Underslab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Can Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Lie GypA`Bd,j _ ech. Date Requesteds_� �— Time: AN _ Address: 1 �� A 1/� YY� Perm to4i� i _C/ C).� Builders / THR FOLLOWING CORRECTIONS ARE REQUIRED: i Xt Inspector: -- Dates. ?"PROVID PPROVEDAPPROVED SUBO ABOVE L-C�11/For Pei-nap. i NI 84ECPION NfYTICB City of Tigard Building Department 13125 aw Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:� � _ Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Can Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Pose./Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Mater Line OVD. Bd.) -Nech- Date Requested: /:' _—--/_Times ;W .� PH Address: C�ct (� �'� _ Permit ILS P /�f�-��0, Builder: (� - O __ TRE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: APPROVED DISAPPROVBD APPROVED 3UBJ8('T TO AROYL __Call For Poinnp. T-e ZION NOTICE ✓✓ City of Tigard Building Department 131125 ell Ball Blvd. Tigard, Oregon 9722 Inspection Line (Rec-O-Phone)t 639-4175 Business one: -4174 1�1 Inspections 1 Footing Plbg. Underulab Hoch. Rouq -in Appr/Sdwl.k Found. Plbg. Top Out Gas Line FINALt Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Mater Line Gyp. Bd. -Meeh. Date Requestod: — 1 �.�_ _Time: PH— Address: l�L��► 1�-wn �)rmi�#10 UyZ_ 9 Buildert-LAfLC-(_k..1 1 C r TAE FOLLOWING ODRRECTIONS ARE REQUIRED: Inspector _APPROVED DIS=APPROVED AP?ROVED SUBJECT TO ABOVE _ _ Call For Reinap. i NS ECfION_70TIcE City of Tigard Building Departnmt. 13125 Bw Ball Blvd. Tigard, Oregon 97223 Inepe..fton Line (Roc-O-Phone)s 639-4175 Bueineee Phones 9_ Inspection: !rooting Plbg. Underalab Hoch. Rough-in Appr/Sdw1k Pound. Plbg. Top Out Gas Line l"INAL: Poet/Beam Struct. San. Sewer Framing -Bldg. s Post/beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Hoch. Date Re"eeted:__LQ"-zZz s./ Time: _K AN —� —PH 1 Addreea: e1 _ Permit Builder: ` THE FOLLOWING CORRECTIONS ARE REQUIRED: I i Inspector: Dates PPROVED DISAPPROVED — APPROVED SURJECT TO ABOVE Call For Reinnp. IN$P6CTION ILOT.LCK City of Tigard Building Delp artaent 13125 Bw Ball Blvd. Tigard, oragon 9722 Inspection Line (Roc-O-Phone)s 639-4175 Busineas Phone: 639-4171 Inspections_ Footing _+�plbq. Underalab Hoch. Rough-In Appr/Sdwlk Found. Pl.bg. Top out Gas Lina F1NALs Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain ns n _ply Plbg. Underfloor Hater Linn* Gyp. Bd. -Hoch. Data Requestods 0 I�� Times` _ A11 _A—PH Address: C. tl), YlY 1� VI/� _ P� r #s Builders �AO 1 TM FoLI.OHING oomccTIONB AAE RRQUIREDs 77, -------------- Inspectors` !T Dates_--'�/ �.JslPROVED D19APPROVED APPROVED BUB,M('T TO IIDOyE LL Call For Rainsp. INOPSCT3OI4 NOTICE City of Tigard Building Departrnt 13125 80 Hall Blvd. Tigaid, Oregon 97223 Inspection Line (Rec--O-Phone): 619-4175 Business Phones 619-•4171 Inspectiont<..�LLk-y— A Footing Plbg. Underslab Hach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Can Line FINALt Post/Roam Struct. C�Ban. Bewer� Framing -Bldg. Poet/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Hoch. Date Requeatedt Time: _ AN PM (� `L 7 Addresst I �nf U Y 1�1 V 1CL WI Perm t`1 r rAL] .LL_ Builder!_( ' 1 i' �'1.0( 4 1 (.i� .�3- t THE FOLLOWING ODIRRRCTIONS ARE REQUIRED: nsNcl� V l.7 i t i Inepacto Datet f iAPPROVED DISAPPROVRD APPROVED SUBJECT TO ABOVE Call For Reinap. i ✓9PECTION NoTIGS City of T1s)nrd Building Departaant 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phone)t 639.4175 Buuiness Phonet�t -4171 Inspections Footing Plbg. Underelab /Mach. Rough-in/ Appr/Sdwlk 1 (� ----�--'` I Pound. Plbq. Top Out l/I,C(!�1� ) FYNALt I Post/Beam 8truct. San. Sewer Framing -Bldg. ` I Post/Beam Mech. Rain Drain Insulation -Plumb. Plbq. Underfloor Water Line Gyp. Bd. -Mach. Data Requested: / __1ATALsws AM PM Address t 1 1(k�r y� ��et �� Pe ( f e BuildersC_r.2 « l (' Cl _— ld DU — TME FOLLOWING CORRECTIONS AAE REQUIRED: Ric 9 I Inspector*PROVV) nDISAPPROVED APPROVED iUBJECT TO ABO", call For RoInap. APPLICAT40N STREET IMPROVEMENT/EXCAVATION / � � l � )) COPY TO: ORDINANCE 110 74-14 (WHITE_)-FILE !/ �/ (YELLOW)-LE • (PINK)-OTHER ANEMC��•�° (INSTRUCTIONS ON SEPARATE SHEET) (BL.UE,-APPLICANT APPROVED ® APPLICATION NO.: _—)`�A•_-�____ NOT APPROVED ❑ CITY OF IIGARD, OREGON FEE AMT.. i____32AX _ PENDING FEE. PMT. ❑ CITY HALL RECEIPT NO.: _34-_ L5!j1 —� PENDING SECURITY ❑ PUBLIC WORKS DIPARTMENT BYDATE—_ — — — — — — — — — — — — — — — PENDING AGENCY "OK" ❑ Application and Progress Record MAINTENANCE BOND M PENDING INII'ORMATION O FOR STREET IMPROVEMENT/EXCAVATION As ,re QUII+e U L --- ANNUAL U PENDING VARIANCE ❑ EXPIRATION DATE: PERMIT NO.: _—_6_29-94 )DATE ISSUED: ��L�`� BY: ._. (1) APPLICATION IS HEREBY MADI. TO EXCAVATE FOR AND INSTALL �A_SANITARY SEWER. BIDE 31' SERVICE — AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. R.A. GRAY & CO - Purcell, Inc PO Pox 23516 Tigard, OR 97281 639-6127 APPLICANT _ M E '—___--' A D U"It .—�— C I-T CONTRACTOR- ThO EXcavatore P.O. Box 6058 Aloha, CR 97007 # 649-5354 NAMH ADO�I F'31�__.____�. CITY _.___._._FHONL PL.ANS BY _ "' per City Standat'ds & Specific:aticxw NAMH ADhpH13S v CITY ESTIMATED IMPROVEMENT 'TOTAL VALUATION ( COST): S 00Lrope wps (Z.) EXCAVATION DATA: 004 XKf Ic'^�^ •00 : f 32.00 MIN. STREET DESCRIPTION PROGRESS & INSPECTION STATUS_ NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY — — STREET _`-- — Burnham St see atta heel) I N$ c — R TION Q tj ESTIMATED STREET OPENING DATE: .__._._._._L � _ S ESTIMATED STREET CLOSING DAT'E: . ___1 .—w.—/ --. E i 1330273 13,000.00 STREET (" ) SECURITY NO. SECURITY AMT.: $_� CLOSED SURETY CO.. Ilnt� COQ Of III ISBE FINAL t��_ eTwcK--� cxTma— soNaX INSPEC. (4) PLOT PLAN: ly,ot>"'ATE SITE PERTINENT PHYSICAL SPECIAL PROVISION- /CONDITIONS: FEATURE$/IF,XCAVATION LOCATION AND EXTENT. �! — I SITE: 9169 SW Bu St,. 1 This Is an addwxUn to -- exi,i ting Street 77ning Permit -- II # 629-94; to add installation of one additional aide sanitary sewer 1 7XpR( service to work permitted under T� BtaR[v1�Ar� 1. said SOP # $29-94 (5) NOTE THk CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSICN TO APPLICANTS TO CONDUCT M/CRK WHERE RIGHT OF WAY JURISDICTION 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 CONDU.:T Of THE WORK, AND TO SAVE HARMLESS IHE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. ) � APPLICANTS SIGNATURE, � / 7 "' �. DATE Special Conditions/Provislons: 1 . All wcrk shall confcrm to City of Tigard, Oregon, Standards and Specifications. Note the attached Detail Drawings (U.S.A # 300, 350, 360, and Tigard # S-2) applicable hereto. 2. Notify City Inspector Letha Thomas (#639-4171) 24 hours before starting any work. 3. The attached Traffic Control General Requirements applicable hereto. Also, access-to and egress-from parcels of land adjacent to the work area shall ba maintained at all times. Pedestrian safety shall be provided for by the contractor at all times. 4. Removal/replacement work and damage repair work shall be promptly initiated and completed to the City's satisfaction. No work shall be considered complete until it is accepted by the City. The City reserves the right to cause testing and certification of work or repairs to bo parformed, to the City's satisfaction, at permidee's expense. 5. Erosion control shall be provided for by the contractor. 6. ORS 757.541-571 applies (pre-notification for location of underground facilities, etc.). 7. A Sanitary sewer connection permit is required to be obtained frons the City's Building Division befora connecting to the City's sanitary sewer system. dWsp---n zop IYl Q • � N Ca � a a a a � N W — W N N h� / a o o J� Q Q 0 /C Jp \ N a 'Q- W — W fn fn N w _ u 00 N Q t v ,. o C� \p� om •V\1 X .j titi U) N��C A. at o M " I t 62 'f ry'b / ° `' 11��1n u •fhb/a q6, P•i M�► 5' / 0_Q t v' 'A - • U b T v o p Ch a O� �. inti '1 aOy ro P' O ! /` P r pa 4 0 q., \ / e, O V '� C'Ol *!. ♦` Y r� D'UJO�c �F o�•/ �G; A I- ow C, �Q M • y N n r n r u u F 0. C� . I 1 .BUILDING SEWER PIPE, SIZE AS SPECIFIED I ( PLANT FABRICATED IEE FITTING ON SEWERS 19 At40 SMALLER, BACKFILL 2X4 FIELD TAP ON•EXISTING SEWERS AGAINST PWG TO ANO NEW SEWERS LARGER THAN ( PREVENT PLUG THAN 18". 1 BLOWOFF 6 SECURE 2x4 IN PLACE WITH I TRENCH BACKFILL. SEWER MAIN PLAN�� 1 X)R LATERAL EXTENO AT LEAST GROUND 12"ABOVE SURFACE SURFACE MINIMUM SLOPE FOR 6" PIPE 2 0.010, FOR 4"PIPE c 0.020. ---3E]MCE CONNECTION WORKER : MAGNETIC TAPE-- GREEN./BLACK LETTERS (WASTEWATER) GREEN-/BLACK LETTERS (STORM DRAIN) PLUG 3/4"-0 iivE ZONE MATERIAL SUPPORT TEE WITH AS SPECIFIED BEDDING GRAVEL., walfuU ?'o" wim Sl DE BUILDING SEWER of M'!.d,Imlft: �wg, tJa. 300 • / PVC SADDLE (TEE) STRAP RETAINER RIDGES I 1 CD RUBBER GASKET SEWER PIPE STA SS STEEL STRAP • PVC SADDLE SHALL BE ASTM 3034 SUR 35 x PVC COMPOUNDS SHALL BE ASTM D1784 WITH CELL CLASS OF 12454-B/C OR 12364-C x. ALL ELASTOMERIC SEALS (RUBBER GASKETS) SHALL BE ASTM F477 Y STAINLESS STEEL BAMS SHALL BE 300 SERIES, FULL 9/16' WIDTH BAND, S/I6' SHOULDERED HEX HEAD, SLOTTED SCREW AND IS CADIUM PLATED, CARBON STEEL. INSERTION HOLE SHALL BE CORE DRILLED. PVC GASKETED u �e DRAWING NO. 3SO I . COMPLETE RUBBER SLEEVE (ASTM"C-4431 INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN PLACE. 2. STAINLESS STEEL BAND (9/16" SERIES 300) SECURES UPPER HALF OF RUBBER SLEEVE TC THE PVC HUB. 3. PVC HUB (ASTM 3034 SDR 35) _ DRIVE INTO CENTER OF RUBBER SLEEVE AFTER SLEEVE IS PLACED IN HOLE. 3 I 2 L t--CONCRETE PIPE NOTE: ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED. unified INS" ERTA - TEE sewerage DRAWING N0, 360 UfA Qoagency MIN. 3' A.C. IN 2 LIFTS STREET AREAS I OUT OF STREET AREAS SAW CUT I E' E)OSTING SECTI RESURFACING •. .. •i o' • O O 0 O O O O 00 O OOO p 0 0 0 0 0 O 0 0 0 d p O d ° • O 0 O O °O 00 / O ° O O ° ° CLASS B • BACKFILL ° CaL.qSS A v O BACKFIN k. 0 0 0 0 0 o /O O ° ° O O 00 3/f' - 0'' ° °° Q GRANULAR BACKFIN ° ° - ° t0 . z .• PIPE BASE BAGCFIU !N STREET AREAS- _ 1. IF S/W IS AGAINST CURE:. ALL ROCK TO BACK OF S/W. 2. IF S/W IS NOT AGAINST CURB. FILL ROCK 2' RACK FROM CURB. PIPE BEDDING AND BACKFILL DETAILS PD7RETJCE APPROVED BY ORAMN BY QTY OF- 'n CARD M-406 (M°°.) CAB SCALE DATE DWM FAE OwGm N.TS 7-9-93 A0ETM5\PVE8WJ MIC TRAFFIC CONTROL GENERAL REQUIREMENTS i . The City' s ' standard specification for traffic control is "Manual on Uniform Traffic Control Devices for Streets and Highways", U. S . Department of Transportation, F.H.A. , 1988 Ed. 2 . Traffic control shall be provided for, as illustrated, at all \ time during work prosecution. No work shall be permitted�in4�e. "X during the hours of darkness, nor between darkness to 8 :30 a .m. , nor 4 : 30 p.m. to darkness . 3 . Traffic control devices, flagpersons (etc. ) shall be in place prior to initiation of construction work and shall, at all times, be effectively maintained. 4 . The roadway shall not be closed to through traffic. The contractor shall notify emergency services (fire, police, etc . ) , School District, and Tri-Met 72 hours (minimum) prior to initiation of construction work. Advance warning of imminent traffic disruption shall be provided to the general motoring public by placement of an advance notification sign at each end of the construction area 72 hours (minimum) before initiation of construction work. 5 . The City Inspector shall be notified 24 hours prior to initiation of work (# 639-4171) . 6 . The work area shall be maintained in a clean condition, free frcni obstructions and hazards . Effective erosion control measures shall be provided for. 7 . A temporary hard-surface patch shall be placed on all trenches within the roadway at the end of each days work. 8 . ' Minimum travel-lane width shall be twelve (121 ) feet; pedestrian travel shall also be provided for. 9 . The City reserves the right to restrict construction activities during holidays and periods of high traffic levels.. The City reserves the right to add to or modify these requirements as may be necessary to endeavor to more effectively control traffic and to assure public safety; such action shall not relieve the contractor of responsibility. d)/angdoc\maitara\tcpr.mst V RCUL cous7RumN O IGENERAL NOTES ,00• MK 1. TRAFFIC SIGNS TO BE 48" X 48" c"t LAnr O i BLACK ON ORANGE. x040 AIC W20— 2. NO ROAD CLOSURES. uK I'LACLEA AM M10-7A y�' I 3. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL I DCVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, ur,, Ie �T F.H.A., 1988 EDITION.� 4. ACTUAL SIGN PLACEMENT-TO BE �P ADJUSTED IN FIELD. DO NOT REDUCE Ic BELOW MINIMUMS WITHOUT CITY a APPROVAL. I O uar 5. THE CITY RESERVES 'SHE RIGHT TO ADD TO I oae OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY I CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. M70-7A I K LEGEND I O � O TRAFFIC SIGN ow ® CONSTRUCTION ZONE I uH. IItoo TRAFFIC CONES OR O APPROPRIATE DELINEATION m ca'n""n°" DEVICE. A►,[AD • TRAFFIC CONTROL_ TYPICAL DETAIL DESIGN BY APPROVED 8Y DRAWN 8Y CITY OF TIGARD -- _ CAB OREGON SCALE DATE, DRAWING.NO. N.T.S. 4-6-92 M1$PECTION NOTICE / City of Tigard Building Departenot 13125 ON Ball Blvd. Tigard, Oregon 97223 64 Inspection Line ARec-O-Phoney 639-4175 Business Phones 63V-4171 Inspections-_ n Y1..14'�-(- rte_. •.10 , ) Footing Plbg. Underelab Mach. Rouqh-in Appr/sdwlk Found. Plbg. Top Out Gas Line FINALS Post/Beal stroct. San. Sewer Framing -Bldg. Post/Bean Hach. Rain Drain Insulation -Plumb. Plbg. Undortloor Nater Line ,Oyp. Bd. -Noah. I Date Roquestede C �' �' 1' Times _-k—AM PM Addrasss i�� -,-1�LYA kcL by� ermit #.- I Buildersl-� ^t JLI L C l -I U w I � ( � 1 Ute__ THE FOLLOWING OORRR(--TIONS ARE REQUIRED: "it)- 50 , 1 Inspectors -- �- --- --- Date l' APPROVED _ DISAPPROV APPROVED SUO ABOVR call For ReinaP. INSPBGTION NOTICE / city or Tigard Building Department 13125 911 Ball Blvd. Tigard, Oregon 9722 Inspection Line (Rec-O-Phone)s 639-4175 Business Pho e: 639-4171 Inspection: i Tooting Pl". Onderslab Hoch. Rough-in Appr/Sdwlk i Found. Plbq�Out Cas Line FINAL: �— Post/Beam Strvrt. San. Bower Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbq. Underrloor Nater Line Oyp. ad. -Hoch. �q Date Requestedt ! q 1 Timex _ AM _ PM Address:— V) y1)Cl l.1/� Permit #t 1' Builder: (.��C ._ �L� (.0,- C Yn OU-w b THE FOLLOWING CORRECTIONS ARE REQUIRED: i Inspector: ---�-- Dater- PROVED 4 FRnVEb ^� DISAPPROVED APPROVED 3UBJE A VE iiii�� _ Call For Relnap. MEC. ANIC:AL CITY OF TIGARD FERMI I PERMIT #. . . . . . . . MEC94--019E COMMUNITY DEVELOPMENT DEPARTME14T DATE ISSUED: 07/19/94 13125 SW Hall Blvd,Tigard,Oregon 07223.6194 (503)639-4171 PARCEL..: 2610=:AB--05300 SITE ADDRES5. . . : 09169 SW BURNHAM ST SUBDIVISION. . . . : ZONING: CBD PD Fal_C)CK. . . . . . . . . . . LOT. . . . . . . . . . . . . . CLASS OF WORK. . :NEW FLOOR )=URN. . . . : E'VAP COOLERS: TYPE OF USE. . . . :CUM UNIT HEATERS. . : VENT FANS. . . s7 OCCUPANCY GRP. . :B2 VENTS W/O APPI_: VENT SYSTEMS: STORIE'S. . . . . . . . .. 1 BCIILERS/COMPRESSORS HOODS. . . . . . . : 1 FUEL TYPES-- _—_------ 0--3 HP. . . . s DOMES. INCIN: : /GAS/ / / 3-15 HP. . . . :2 COMML. IIVCIN: MAX INPUT: BTU 1.5-30 HP. . . . : 14EPA I R UNIT S:c F IRE DAMPERS?. . : ;30-50 HP. . . . : WOODSTOVES. . : f.yAS PRESSURE. . . : 50+ tip. . . . . CLO DRYERS. . s HO. OF UNITS-----•-------- AIR HANDLING UNITS OTHER UNITS, s ( URN ( 100K BTU:2 (- 10000 cfm: GAS OUTLETS. s 1 I URN ) =100K BTU: ) 1011100 cfm Remarks : "Cigard Vision Center-- SDR 94••-0001 : INTERIOR PERMIT' ONLY ---- TIF DE'FFPRL- D UNTIL_ OCCUPANCY. A request for Site Developmer,t Review approval to allow tl-ie c-nnstrtacti.on of a 5, 000 sgi_►are foot medical facility with rerlated site impr ivements. ZONE: CBD (Central BLtsinet�s District) . WCTM 2S1 2AB, tax Int 5300 Owner: ----------.-------------------------------- FEES F1FRAD SMI TH type ,:mount by date recpl: 1:1425 SW MAIN STREET PRMT $ 83. 50 SW 07/19/94 — PLCK $ 20. 88 SW 07/19/94 — ' IGARD OR 97223 5P(-T' $ 4. 18 SW 17j7/1.9/94 — flhane #: 639-5115 (.ontrar_tor: --•--•---_________.____—___—_—_,_—__ 13PECIALTY HEATING/FABRICATIC)N 958 SW TIGARD ST TIOARD OR 97223 Phone #: 6o=0---5643 f 108. 56 TOTAL Req #. . : 66578 — ----- REOU I RED INSPECTIONS -----_-_. This permit is issued subject to tht regulations contained in the Gms Line Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Mechanical Insp applic-able laws. All work will be clone .in accordance with Hood Inspection approved plans. This permit will expire if work is not started D!Ict Inspection within 188 days of issuance, or if work is suspended for more Fire. Damper Insp than 188 days. Misc. Inspection Final. Inspection pe►^ntittee Signature : Call for inspection — 639-4175 Gity of Tigard MECHANICAL PERMIT Planck/Rec. # 13125 SW Hall Blvd. APPLICATION Permit # __ --C1j -U2j CN i,gard, OR 97223 (503) 639-4171 Description — ��C Table 3A Mechanical Code )TY PRICE AMT Job ? J,k/ >V ' �. 1) Permit Fee -0- -0- 10.00 Address •. — / 2) -Supplemental Permit 3.00 Furnace to 100,000 BTUh Jam,, 1) incl. ducts &vents J [ 6.00 �U w •« umace iaD;e + Owner2) incl duds &vents 7.50 ' .- oor uF ante 3) incl. vent 6,00 «••W U.WSuspended eea er, wall heater 4) or floor mounted heater _ 6.00 »• Ve—nT no inc. in Occupant Cl � f f,It,' � `N) a M 5) appliance permit 300 / 4V Repair of heating, re ng. 6) cooling, absorption unit '7 �._ 6.00 "--- *+ - -- Boiler orcomp, ea pump, air cond. 7) to 3 HP;absorp unit to 100 BTU ;� A— 6.00 «+ ^^• of er or comp, heat pump, air con . L-g J, �!p•�,� S--7' 8) 3-15 HP, absorp unit to 500K BTU 11.00 Contractor Boiler or comp veal pump, air con i 2 Z — 9) 1E-30 HP, ab-, -o unit .5-1 mil BTU 1500 w• Boiler or comp, ea pump, air cond. I _ 10) 30-50 HP;absorp unit 1-1.75 mil BTU — 22.50 sere y ac cnowledge tlI have read is application, a e — Boiler or comp, heat pump, air con information given is correct, that I am the owner or authorized 11) >50 HP;absorp unit 1.75 mil BTU — 37.50 agent of the owner, that plans submitted are in compliance with Air handling un o State laws, that I am registered with the Construction Contractor's 12) 10,000 CFM 4.50 Board, that the number ginven is correct. (If exempt from State Air Handling unit — registration, please gite reason below.) 13) 10,000 CTM + 7,50 — —� —� on porta .e — 14) evaporate cooler 4.50 Vent an connected ~� 15) to a single dud 3.00 rJJ Ventilation system not 16) included in appliance permit 4.50 •old �-Tloc�x served by-- 17) mechanical exhaust ! 4.50 Describe woneaciddion alteration r, rapair Commercial or industrial to be done residenti•rl tO non•residentiar)ll 18) type incinerator 30.00 x ing use o - Other .e., woodstove,wafer -- building or property — —__ 19) heater, solar, clothes dryers, etc. 4_50 — Proposed use of 20) Gas piping one to four outlets 2.00 building or property _—_— --- -- --- -- 21) More than 4-par outlet Type of fuel -oil O natural gay 0 t PG O ellO — — -- Minimum Fee $25.00 SUBTOTAL PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR 5%SURCHARGE B IF CONSTRUCTION OR WORK IS SUSPENDED OR —`--��- ABANDONEU FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIt4Nl 25%OF SUBTOTAL p, AFTER WORK IS COMMENCED. TOTAL Special Conditions _ - Date Issued _by rweaRerr ................. LITY OF TIGARD RECEIVII OF- PAYMENT' RL1,FIPT NO. :44---;-.'546P7 CHECK AMOUNT o 108. 56 NAME a SPECIALTY HEATING & CASH AMOUNT a 0. 00 ADDRESS t FABRICATION, INC:. PrIYMEN1 DATE a 07/19/94 95ii'8 SW TIUARD 13'r Y ORD I V 15 I(IN TIGARD, ORF FON 97PP,3-- 1-11. RPOSE OF PAYMENT AMOUNT PA 11) PURPOSE OF Pf4YMEN1 AMI. ON T PA 1 MECHANICAL VIF MEC,94-019C� 823;. 550 LRT. BUILD PFR 4. i6 PLAN ClHFCK FE 20. 88 TIGARD VISION GEN'lFR TUTPL 04MOUNI PPID I 01A. 56 • —mom.— APPLICATION - STREET IMPROVEMENVEXCAVATION COPY TO: ORDINANCE NO. 74-14 �,�'� I� ,-, (WHITE)(YELLOWFILE (INSTRUCTIONS ON SEPARATE SHEEN j —^" (PINK).OTHER AGENCV4�t,'�Q/ �� (BLUE)-APPLICANT {{JJ��77��GG APPROVED A APPLICATION NO.: NOT APPROVED APPROVED p CI'T'Y OF 'T'ICARD, OREGON FEE AM;'.. II__ 676.59 PENDING FEE. PMT. 13 CITY HALT. RECEIPT NP.- PENDING SECURITY .PENDINGSECURITY (:7 PUBLIC WORKS DEPARTMENT BY _� DATE 1__L.1a�1.�f PENDING AGENCY "OK" (] Application and Pr)Qress Rc(ord MAINTENANCE BOND PENDING INFORMATION (] FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED c ANNUAL 0 PENDING VARIANCE ❑ EXPeRATION DATE: PERMIT NO.: — ZDATE ISSUED: 7_L tL9 BY: (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR ANN INSTALL ___ RE_=__ A .'_`'_ . IMPC40M}�17'� AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT __ R.A. GthY & 00. - Purnell, Inc. P.O. Boa 23516 Tigard, OR 97281 639-5127 NAME .._—___.._.._.___.._.._.._ADDRESSC_ITV.-_..__ CONTRACTOR- (Same) NAMP. Af/I•;vF1 CI-Tom- PLANS BY___Nicoli_ Fng_tnearilxj & Cbttstr• avl I lac. 'X)25 SW Centrer SC_. TigAcd, CR 97223 620-2006 NAME ADDR�56 C17V. ._.-� ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S D174LARt{ FOR OPPICE U E OMIN, (2) EXCAVATION DATA. n.04 X _lE¢, 14.75.; 67b.59 STREET _ DESCRIPTION PROGRESS & INSPECTION STATUS_ NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE--LENGTH WIDTH DEPTH ITEM !r QUANTITY _ -- STREET Aurnharn S rt3�3t dtt th(�C3 81I] R TR N ESTIMATED STREET OPENING VATS: / _ E� ESTIMATED STREET CLOSING DATE _ / _(_ ED (3) SECURITY NO. L �21�!_ , STREET CURIT AMT.: Z c.ra. CLC?SE SURETY CO.: _�ntr� e. 4 l.l�sa. _ '--_ FINAL - �~ CERTs FIEDCHECK I1 CASH U BOND r. INffiPEC, -- (4) PLOT PLAN; INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS: rEATURES; EXCAVATION LOCATION AND EXTENT. o SIc? attached City aaXaved C006C. SITE: 9169 SW Burnham t_.I I N �; ®� s�of Ire LIR q�_001 ap I I work aroa I ' ,� �-� �! � gnarl fies9/i-ncit at thsuramis tinlc� -t- t ! Tom.---' -- ally lalr�a.__ o Posti_!N of assurance for the side- - I' `walk & approach is deferred unn 1 1 I _--N I I I reques �5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT•OF-WAY JURISDICTION IS IrHAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT- LAWS AND CONSTRUCTION 5FECIFICATIONS PERYINENT 'r0 CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. APPLICANTS SIGNATURE. f , DATE INSPECTION NOTICE City of Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 972.23 Inspection Line (Roc9 639-4175 Businer: °hones 63 - 71 Inspections p ( Footing Plbg. Underslab Mach. Rough-:n ' Appr/Sdwlk Found. Plbg. Tup Out Gas Line FINALS Post/Beam Struct. San. Bower Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. v^y Pl.bg. Underfloor Nater Line Gyp. Rd. ._Koch. /��jl✓l a Date Requestods �I ^� Times AN V'7'/C Address: ) ( _ -_ 61t�i t v�/1 Builder: THE FOLLOWING C44RCTIONS ARE REQUIRED: I Inspector:— — _ Dates -- PPROVED —— DISAPPROVED --- APPROVED SUBJECT To ABrLp -_—_Call For Rolnep. s INSPECTION NOTICE City of Tigard Buildin7 Department 13125 BW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)c 639-4175 Business Phone: 63 1 Inspect ioni�—`__ CFooting� Plbg. Underelab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Oas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beem Hoch. Rain Drain Insulation -Plumb, Plbg. Underfloor Water Line gyp. Rd. -Hoch. Date RayuestW: � C��_/ / Time: ,� AM PM Addresse C. �s L�/ I)/]Q /I 7 — Palrmit-�t � ��/J Hullder.: rte( e- , "�C -AC !� 96k THE FOLLOWING CORRB IONS AAE REQUIRRD: ZE-,r Inspector: Data: / -_-� APPROVED — nISAPPRovRD —A APPROV1tn SUBJECT TO ABOVE —Call For Relnsp. Construction Inspection tic Related Tests Carlson Testing, Inc• Geotechnical Consulting P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 FAX 0 684-0954 June 17, 1994 94-.1678 SHOP INSPECTION @ RA Gray-Purcell DATES COVERED: June 17 , 1994 PROJECT: Tigard Vision Clinic ADDRESS: 9169 SW Burnham St. Tigard, OR INSPECTOR: C. Carmien #574 06-17-94 : CTI representative performed visual inspection of shop welds on 7 columns . On three columns, the base plate could not be welded with a 3/16" fillet "all around" due to the close proximity of a bolt hole. 1" of weld could not be made. The fillet weld size was increased to 1/4" fillet on the remaining welds. Aside from this one condition, the welds inspected conformed to AWS D1. 1 and the structural blueprints. Larry of RA Gray-Purcell said he would fax a copy of this report to Jim Nicoli Engineering for approval . Our reports pertain to the material tested/inspected only. Information contained herein_ is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. RespectfullN submitted, C _,SS N TES`.'I , INC. D glas /Leach esident CC/ecp cc: Nicoli Engineering & Construction Services, Inc. RA Gray-Purcell City of Tigard PECTION NOTICRS% / City of Tigard Building Department �yl �'� / 13116 ew Ball Bled. Tigard, nregon 972 Inspection Line (Rec-O-Phones 639-4175 Business Phones 639-4171 Inspections - C- ---- .� - F (Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk Fourd. Plbg. Top Out Gas Line FINALS Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Rd. -Nech. Date Requested: !O / C Times �yAN PN � Addresss�9/ L/,,__� �I�LCI'11 i�! i7 7 _ Permit Is Builders- a C ) ,l C f � I 6"p,- ApJ TBE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector4PPROVICD — ----- Date s�'� DISAPPROVED APPROV91) SUBJECT TO ABOVE -- __Call For Roinnp. 1KSPE_9PION NOTICE I City of Tigard Building Department 1.3115 SO Hall Bled. Tigard, Oregon 97223 Inspection Line (Rec-O--Phone): 639-4175 Business Phone: 639-4171 Inspectionc__i— Footing Plbg. Underslab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Berm Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Hoch. Date Request ed: 6 - (/0 21// Timet Address: //l!� `��_ l �( i I I A C.Permit/f: 1/- Bui.ldart C41c, � (I�r'� ( s-y THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector ' APPROVED DISAPPROVED APPROVED SUBJECT To ABOVE Call For Reinsp. CITY OF TIGARD P BUILDING ERMIT #. . . . . . .. .: BE3UPUf'94--01.s4 COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 06/06/94 13125 SW Hall Blvd.T19ard,Orpa 1 97223.0199 (5p*;"9.41jt7 1 PARCEL: 2S 10t_'AD-05300 S I r'E ADDRESS. . . 09169 SW BURNHAM 1,31 SUBDIVIS?ON. . . . : ZONING: CBD FID PI_OC:K. . . . . . . . . . .. LOT. . . . . . . . . . . . . . REISSUE; FLOOR AREAS----------- EXTERIOR WALL CONSTRUCTION-- U0488 UP WORK. :NEW F1R5T. . . . :5057 sf N: S: Ee We 1-YPE OF USE. . . :COM SE:CUND. . . : sf PROTECT OPFN1NlJS ?--__.-.___—__ TYPE OF CONST. :5N THIRD. . . . : sf Ne S: E: We OCCUPANCY GRP. .-B2 TOTAL--------: 5057 sf ROOF CONST:C F=IRE RET?e Y OCCUPANCY LOAD:58 BASEMENT. : sf AREA SEP. RATED: S T(7R. : 1 HT. : 1 B ft GARAGE. . .- s f OCCU SER. RATED: SSMT? :N ME=ZZ? :N READ SETBACKS-------- REQUIRED--•--------___.______— FLOOR LOAD. . . . - ps f LEFT . ft RGHT: ft FIR SPKL e N SP1O14 DET. . -. DWELLING UNITS: FRNTe ft REAR: ft FIR ALRM: HNDICP ACC:Y BEDRMS: B0THS s IMP SURFACE:20200 PRO CURRY PARKING: VALUE. $ : 90000 Remarks : Tiqard Vision Center— SDR 94--0001 : INTERIOR PERMIT ONLY ----- TIF DEf=E_RRE:. D UNTIL OCCUPANCY. A r-,egl_lest for Site Development Review approval to allow the r_onstri_dction of a 5, 000 sqi_tare foot medical Facility with r-nlated site improvements. ZONEe CBD (Central Bttsrness District ) . WCTM 2S1 cAB, tax lot b300 Uwnere FEES BRAD SMITH type nmol-int by date reept 12425 SW MAIN STREET PRMT $ 403. 00 SW 06/08/94 — SPCT $ 20. 15 SW 06/08/94 - TIGARD OR 97223 TIFD $ 16843„ 00 SW 06/08/94 -- F-honer #: 639-5115 Contract or: GRAY/PURC:E (..E_, R. A. CO. 11445 SW -TIEDEMAN AVE. P. (]. BOX 23516 1IGARD UR 97281-3516 Phone it - 639-6127 $ 17266. 15 TOTAL Reg #. . : 79018 --- -- RE OU I RED I NSPECT I ONS — — --- This perait is issued sub;ect to the regulations contained in the Framing I n s p Tigard Municipal Code, State or Ore, Specialty Codes and all other I n s i_i 1 at i on I n s n adphcable laws. All pork will be done in accordance with Gyp Poard In-,p approved plans. This perait will eKpire if woi^k is not started rao_isp t_ei. Ing lnsp with;.n 180 days of issuance, or if work is suspended for sore Final Inspection than 180 days. Permittee S i g n a t t.n r e : I s s k_i e d By : _® Call for inspection -- 639-4175 SEWER CONNECT CON ERMIT CITY OF TIGARD PERMIT #1.=`.. . . . . : SWR94- 0&1r, COMMUNITY DEVELOPMENT DEPA F TMMT DATE: ISSUED: 06/08/1j4 13126 BW Hall Blvd.Tigard,Oregon 97223.6199 (603)639-4171 PARCEL: 2S102AB-05300 311"E ADDRESS. . . . 09169 SW BURNHAM � i SUBDIVISION. . . . : ZONING: CE1D PD IALOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . : TENANT NAME. . . . . : USA NO. . . . . . . . . . : FIXTURE UNITS. . . :48 CLASS OF WORK. . . :NEW DWELLING UNITS. . : TYPE OF USE. . . . . :COM NO. OF BUILDINGS- INSTALL UILDINGS:1NSTALL T YPE. . . . :BUSWR I MPERV SURFACE.. . : : s f Remark-, : Tigard Vision Center— SUR 94-0001 : INTERIOR PERMIT ONLY -- A regktest f or Site Development Review approval to allow the uonstruction o1' a 5, 000 sgttare foo f medical facility with rPlat, 1 site improvement.., ZONE: CBD :Central Sosiness, District) . WCTM 0'91 2AEA, tax lot 5300. Owner, _____.______..__._._______._..__.._.__._.__._.__._.______.__.________.____ FELS BRAD SMITH type amol_int by ti At V recpt i.-,425 SW MAIN STREET PRMT S 4400. 00 SW 06/08/94 — T IGARD OR 97EC3 Phone #: 639-5115 Contractor: CONTRACTOR NOT ON FILE 1 11 on e :#: 4400. 00 TOTAL -- REDU I RED INSPECTIONS ----_—This Applicant agrees to comply with all the rules and regulations Sewer Inspection of the Unified Sewage Agency. The permit expir,s 18111 days from the date issued. The total amount paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement given, the installer shall prospect 3 feet in all directions from the disk, given. If not so located, the installer shall purchase a "Tap and Side Sewer" Permit and the Agency w 11 insta l a to I. T' Perini ttee 5i�g4�n1c-AtUr•r : Call for inspection - 639-4175 L) CY t.11l (of PAYWHI HI t;F )I-ll NU. 194-1".1 1 ,I 11t.,K F Mt)UMT 1 46,, ,_ I"w NAME 1 SMUH,i'H, ARADLE V ci. 1'34i.M "MOUNT 1 0. 00 ADDRESS D 22095 Sw (:UL.E•. (;.t 11AWMI-t.N1" DAIL D Oft,,0i 9At TUAL.AT I N, OR ti1.I131)N I S I ON 1 9706k'--7044 PURPUSF OF PAYMENT AMOUNT PA 11) Pljf'4.tot*-. or. PAYMF-lsl I AMOLIN 1 WA 11) 616--)I-D'IN(3 t-A:ftM 8UP-94-0J 34- ;;Wr i. Vti f1T. R 15 SFWPR USA SWR94 0:'12 4A+01A.. 00) r)t+,`) 9W BURNHAM -1 1 I;41_ AMUI.IN 1 PAID - - > 4be',3. ]!� Cmutmaim Irtspectimt&Related Tests Carlson Testing, Inc. 94-1678 P.O.Box 23814 JOB N0. .- _— Jun 07 , 1994 Tigard,Oregon 9728, Phone(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS FAX M 684-0954 NICOLI ENGINEERING & CONSTRUCTION SCFIV1CC1' TNc_ Client — — - - - —— -�.�—_--- ----- - - TIGARD VISION CLINIC Project 9169-S; -Rt)RNNA(J-"T T T t;ARn OR —_ ------ -- Soil Description Mrgx. DryDensity- 129 -6 -._.Ibs./cu.ft. Optimum Moisture_13 -5 % Method of Test AASHIO .1-99 Serial IN _..-__14489 NUC 3440 DATE OF TEST J ELEV. LIFT M0IELD IN-PLACELENSITY % TEST NO. TEST LOCATION FT. N0. w yyET p-q-' " CAMPACTMN CT 06-07 CT1 PLUMBERS TRENCH ON SOUTH END GRADH _ .9 129 .4 123 .4 96 06.-07 , 2 PLUMBERS TRENCH ON SOUTH END GRAD —B 129 .9 124 .0 96 r omarks: CTTY OF TIGARD Tested byCARLSON TESTING INC. Information contained her-in is not to be reproduced, except in full, without prior authorization from this office. 1i11?ECTION NOTICE city or Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec--O-Phone): 639-4175 Business Phone: 639-4171 Inspections----J�S._�LI Footing Pl.bg. Underslah Nech. Rough-in Appr/Sdwlk Found. Plbg. Top O::t Gas Lino FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Ed. -Hoch. Date Requested:___ / Time: AM �` PH Addcaee: � LJ_��)_) Permit Builder:( TFM FOLLOWING CORRECTIONS ARE REQUIRED: AZ t Inspecto Date ___,APPROVED _ DISAPPROVED �v APPROVED SUBJECT To ABOVE Call V+ r Reinnp. I INSPECTION NOTICE + City of Tigard Building Depa tasnt- 1312'5 aw Ball Bled. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)s 639-4175 Business Phone: 639-4171 Inspections__-- looting Plbg Onderslab )) Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL$ Poet/Beam 9truct. Ban. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. i Plbg. Underfloor Nater Line CGyp. Rd. --Msch. Date Requesteds_i� j /� 7 Times AN —XIPM 111 Address s 9Z c "K i 7 Pr;. tl Builder: TAE TOi. MING CORRECTIONS ARE REQUIRED: InepectorsL�,� Dates i" /✓� " APPROVED —_ DISAPPROVED APPROVED R1tBTECT 'xO AROVE TT ------Call For Reinsp. I CITE( OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT 13126 SW Hall Blvd.Tigard,Oregon 9722399199 (503)639-4171 PLUMB INU PLRMIJ PERMIT #. . . . . . . % PLM94 -0090 639--4171 DATE ISSUED: 06/01 /94 PARCEL- ,.�ITE ADDRESS. . . : 09169 SW BURNHAM ST !jUBDIVISION. . . . : ZONING: CRD r_*1 P BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . CLASS OF WORK. . :NEW GARBAGE DISPOSALS. . MOBILE HOME SPACES. iYPE OF USE:. . . . :CUM WASHING MACH. . . . . . . : BACKFLOW PREVNTRS. . : 1 OCCIJPANrY GRP. . .-B2 FLOOR DRAINS. . . . . . . : 1 TRAPS. . . . . . . . . . . . . . : S Tu R I E.S. . . . . . . . . I WPTER HERILRS. . . . . . : 1 CA"TCH BASINS. . . . . . . : FIXTURES------- LAUNDRY TRAYS. . . . . . : EF RAIN DRAINS. . . . . : SINKS. . . . . . . . . . : 12 URINALS. . . . . . . . . . . . . GREASE TRAPS. . . . . . . . t-AVOTORIES. . . - . *3 OTHER riXTURES. . . . . : TUB/SHOWERS. . . . : SEWER LINE (ft ) . . . . :250 WPTLR CLOSETS. . :3 WATER LINE (ft ) . . . . : DI3HWASHERS. . . . RAIN DRAIN (ft ) . . . . : Remarkn : Tigard Vision Center- SDR 94 -0001 * SHELL PERMIT ONLY --- this pei'mit il� far both the shell and interior p1t.tiobing. Owner: ------------------------------------------------------ FEES BRAD SMITH -type amount by date reept SW MAIN STREET PRMT $ x:25. 00 MAB 06/01/94 PLCK ll 56. 25 MAB 06/1111/94 1IGARD OR 97223 5PCT 11. 25 MAI` 06/01./13/+ Phone #% 639-5115 Contractor: --..-____-____.__-------------.-__ WESTERN PLUMBING, INC. 9460 SW 'TIGARD ST TIGARD OR 97223 1::Ihane #: 639-5296 292. 50 TOTAL Req #. . .- 02439 REQUIRED INSPECTIONS this persit is issued subject to the regulations contained in the Rough-in ITISP ,iqard Municipal Code, State of Ore. Specialty Lodes and all other TOP-ClUt InSP applicable laws. All work will be dune in arvoid;inct with Misc. Inspect oect i.on Approved plans. This persit w4,11 expire if work is not started RP/Sackf low Prev within 180 days of issuance, or if work is suspended for sore Final Inspection than 1881 dam e f% S i g n at u r e c Sy : Call for, inspection -- 6 .,9--4175 City of Tigard PLUMBING PERMIT Planck/Rec. # __ 1312.5 SW Nall Blvd. AF'PLICATIONI Permit # Tiga,d, OR 97223 (503'1 639-4171 ORS 814-21-610 � aN- 7FP=RICEAMT— Job �''��T—Cn FIXTURES Address l — _ � p 1T.T50 7.50 i or ub9iower oMb. _Shwer ZSn Water C 7.50 Owner go Disposw 1.50 — :...—T— ------— -- ran a'er Heater �—�, r S( Laundry oom ray Occupant Urinal _—_ — OtherFixtures 7. —_ _.._ ---- Tri•— _._ _._.. — — -v��^ ._—__ — _.�— L_L�p .t^� MISCELLANEOUS i Contractor C .�._ 6 T ,.r,�� - T 'mos, 30.00 V uo— eSewer d . —T — — -Thereby ac ow a lave read tiis this icai;on,fF"ff eWato(Srervice ea Addit.200' 15.00 fm infoation given is correct,that I am the ownttr or authorized agent of _ _ the owner,that pians submitted are in compliance with State laws,that I Stomin 3 Iain Drain 1st 100' 30.00 am registercxi with the Construction Contractors Board,that the numMT Storm E Hain Drain Acfdit. 100 15.00 - given is correct. (II exempt from State registration, please give rpason _ Moue Home Spaca 25,00 Hackr�evenUo — _ DeOce or Anti-Pollution Device - 7.50 -_— Any I rip or Wars e-95-r - " Connected to a Fixture 7.50 scn n9w5`cTr3_dx)n U a erabon repair $asn --_ — ---- to be done residential O noerresidential -- - -- Exist.Plumbing per hr Ersting use of Specialty Requested Inspections per ht �an'Uraann sj e7amify cuilding or property_v- ---- dwelling 15.00 ReesicTent�aT6—kg&w prever�ii n f Proposed use of devices 15.00 building or property _— L _—_---__---- ---�w-- Yen ton Aevices) NOTICE 'Hhltnum Fee$25.00 SUBTOTAL PERMITS BECOME VOID IF'WORK OR(`,ONSTRUCTION 5x SURCHARGE AUTHORIZEC IS NOT COMMENCED WITHIN 180 DAYS,OR IF I. GONSTRUCT,'ON OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS PLAN REVIEW 25%OF SUBTOTAL Sc4.�S COMMENCED. —""— TOTAL S e ru SAI CfX1Cf IIr1nS ----- _ Date issued-- by V KI.�OPVT wM/[LwKYr r Commercial Building_Permit Application City of Tigard 13125 SW Ball Blvd. Tigard, OR 97223 (503) 639-4171 Jobstte Address: 'Tenant:!"'i V t i Suite# Office Use Only Plandc/RI1 0 .y i1 kY Valuation: 0� Ms ; S- ,Xwner: GK - 1!!94 k 2 TL I# — Address: 114Z$3 L6L Ma1N sT' A Prov is ta,�utred 'rk(,At, Planning_ Phone: �.fs 1=Gaall - Enginee(ing ---- Other /contractor: _ la.�t. G3 Z le Address: 114"x'5 rv.W. Tit��ictt� _vim.! SFr Vtl�i 131.:�J TA L." pocxipancy doss: Phone: to 3�.� [i 121 Sprinklered? Yes t-1 ontractor's License # (attach copy of current Oregon license) Sq. ft. of project:_ Story l(tit)2nd, etc.) ---- Archltect/Engtnew:_0 k('0wF.- µLt Proposed use: Address: ;i o 2 e co.w. cm-t4rm t. _ Previous use: -riLnAi Cha, 9 1Z3 _ Note: Plumbing & mechanical plans must be submitted at time of Phone: 20 - 20 flr U building permit application. COMMENTS: — — licant Signatur & r$one wrnber — Received by: rncK� _ Date Received: r Permit # Account Description Amount Amt. Pd. Bal. Due Bldg. Permit (BUILD) Plumb. Permit (Pi.UMB) Mech. Permit (MECH) State Tax (TAX) _ - ✓� Bldg: _ Plumb: Mech: Plan Check (PLANCK) ( row Bldg: _ Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) _ Storm Drainage Ch g g (SOSDC) Residential TIF (TIF-R) +;'Jp i Mass Transit TIF (TIF-MT) �.3 �-U _ d of Commercial TIF (TIF-C) Industrial TIF (TIF-1) Irtstittrttoi,11TIF (TIF-IS) Office TIF (TIF-0) fTL3 et- Water Ouality (WOUAL) ..... .: E Water Quantity (WOU.Mm _.._. ... . Fire District (FIRE) _ TOTALS: .. K�1►�'—�1�►G.�t :�,.?+�C"_.,..�11C�?11C�'�11C..�1 ICI iC�t k':�'�f/C�1 FC STATE OF OREGON CONSTRUCTiOWCONTRACTORS,BOARD This certifies that the person named hereon I In rApintAred sag provided by law sie a 6 E N C Q N T R/A L tr 3 T R UC Y U R ti S t• ;" ,' fleKOH-OXEMPTpiMlrallrirl .. ' :. • Nuir +r: ( 79016 I CORPORAT16N ExPirraa: ( Oitl03/96 ' NA i11114tf'4 CO PURC6LL INC PO 9011 23516 TIGARD OR 9T2d1�3Si6 � Ilk t VORATURFSTAANT �c----�►��c._—�t�`�..��c��.'�l�c�11G.1�' � t�.�t�1C�t IC~ Pt)t:1tE I STATE OF OREGON CONaTRUCTIQN COHTRACTONS aOARO t:A110 Regislered as: No.[ 7 904 s!i 1 Qi 1300 , [ GEN CONTR/ALL STRUCTURES • " 'Ir16Urarlce TRANIANlRYCA INS CO 1 1010 [ WON—EXEMPT ;T1`30377iQ� ' UAiutr ICORFORATION •�rhplo 9ti4CGpuntBf Mill Expires[ 01/03/96 ; y ON Ex48 YOU , Ui [ RA GRAY S CO PURCELL INC" [ PO BOX 23516 tIRS [ TIGARD OR 97281-3516 i i i t i INSPECTION NOTICE City of Tigard Building Department 13125 671 Hall Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phone)t 639•-4175 Business Phonet 6i?-4171 Inspections__ Tooting Plbg. Underslab Hoch. Rough-in Apps/Sdwlk Pound. Plbg. Top Out Gas Line FINALt Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain insulation -Plumb. Plbg. Underfloor Water Line [� Gyp. Rd. -Mach. Data Requestedt_ `J'� C/ / �� TL7tet _`_)1M _�pN Addrsse tk / /) ) ! l i ) tri f t Builders C!' �Gx y THE FOLLOWING CORRECTIONS ARE RMUIREDt InspectortDates 0- 7f PROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _ Call For Reinap. LIis_PI;CT�Q t�NOTICB City of Tigard Building Department 13125 SW Hall. Blvd_ Tigard, Oregon 97223 Inspection Line (Rec-O-Phona): 639-4175 Busineas Phonet63 •-4171 Inspection Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam 3trurt. Sen. Sewer Framing -Bldg. i Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. ed -Koch. Date Requested s/____r_��1� �/mJ(e: AK pK Builder:_-P— t C THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector --- `�—_ Date:- �_ __/ L / L' DISAPPROVED -— APPROVED SUBJECT TO ABOVE _Cell For Reinsp. CITY OF TIGARD BUILDING PERMIT PERMIT #. . . . . . . : BUP94--01 05 COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 05/12/94 13125 3W Hall Blvd.Tigard.capon 97223.8199 (6R3� PARCEL: 261 O2AB-05300 SITE ADDRESS. . . : 091.69 SEW BURNHAM ST SUBDIVISION. . . . s ZONING: CSD PI) BLOCI.. . . . . . . . . . .. LOT. . . . . . . . . . . . . a REISSUE: FLOOR AREAS----------- EXTERIOR WALL CONST RUCT I ON- CLASS OF WORK. sNEW FIRST. . . . .-5057 sf N: S: E: W. TYPE OF USE. . . :CUM SECOND. : sf PROTECT OPENINGS?----- TYPE PENINGS?--•_.-__TYPE: OF CONST. :SN 1-HIRD. . . . : sf N: S: E: W: OCCUPANCY GRP. :B2 TO'TAL----•--: 5057 sf ROOF CONST:C FIRE RET'':Y OCCUPANCY LOADa58 BASEMENT. : sf AREA SEP. RATED: S`fOR. : 1 HT. : t 8 f t GARAGE. . . s f OCCU SEP. Ri1T"ED BSMT?:N MEZZ?:N REOD FLOOR LOAD. . . . : p_,f LEFT : ft RGHT : ft FIR SPKL:N SMOK DET. . - DWELLING ET. . :DWELLING UNITS: FRNT: ft REAR: ft FIR AL.RM: HNUICP ACC:Y DEDRMG: BAT HS- IMF' SURF ACL:2 0200 PRO C:ORR:Y PARKING: VALUE , f : 4 rii+ ► MQ►,� �o�t� 006 Remarks: Tigard Vision Center- SDR 94-000l : A request for Site Development Revi ew approval to allovi the conssquare foot med:ic_•al facility with related site impv,avement-: C: Z(114�: CBD (Central- usinpss District ) . WTIh ='S1 PAD, tax lot 5300. Uwners _.---.._.__-•-- -_.._._.____---_______ __ __._._.._.__.__ FEF;c; BRAD SMITH _- --� type Amount by date recpt, la41E5 SW MAIN STREET F'RMT $ 1083. Ord SW 05/12/94 •- PLCK E 850. 217.1 -- 04/13/94 94-251243 TIGARD OR 97.22' 5PCT f 54. 15 SW 05/12/94 -- Phone #a 639-5113 TIFD $ 16843. 00 5W 05/12/94 - c;SDC $ IE40. 00 13W 0S/ 1.2/94 — Contractor: + 110ne i4: f 2'1070. 35 TOTAL. REOUI RED INSPECT IONS; -•_______. `,is permit is issued subject to the regulations contained in the Foot/F"ound In$p 'iga-d Municipal Code, State of Ore. 'Specialty Codes and all other Slab 'Insp applicable laws. All Mork will be done in accordance with Masonry Insp approved plans. This permit will expire if work is not started Framing Insp within 188 days of issuance, or if work is suspended for more Roof na i 1 n g Insp than 188 days. Insulation Insp ShNar Wall Insp t, 1 (gyp Board Insp Suksp Cei tng Insp Permittee Signature : ` - J, �J nal Inspection I ssued By Call for inspection - 639--4175 SEWE=R CONNECTION CITY OF TIGARD PERMI T PERMIT #. . . . . . . : 9141394--01113 COMMUNITY DEVELOPMENT DgMRT*gj4T MATE_ ISSUED: 05/12/94 1312$8W Ndl Blvd.Tigard,Oregon 07229.9109 (603)$39.1171 PARCEL: 2SI02ALA- 05300 S T 1.E ADDRESS. . . : 09169 SW 13URN1•IPM ST SUPDIVISION. . . . : ZONING: CPD GD FLOCK. . . . . . . . . . : LOT. . . . . . . ., . . . . . . I L.NANT NAME. . . . . : USA NO. . . . . . . . . . : FIXTURE UNITS. . . CLASS OF WORK. . . :NEW UWF LL 1 NG UNITS. . : 1 TYPE OF USE. . . . . :COM NO. OF BUILDINGS: INS'rALL 'rYPE. . . . ..BUSWR IMPERV SURFACE. . : : sf Remarks : Tigard Vision Center— SDR 94--0001 : A request for Site Development Revi ow approval to allow the constrriction of a b, 968 square foot medical facility with relattod site improvements. ZONE:: U80 (Central ;business District ) . WC TM S1. r'AN, t,a)< lot 5300. Ownler, ____________________.____.______ FEES HRno SMITH type amount by date recpt 12=425 BW MAIN STREET PRMT $ 2200. 00 SW 05/12/94 — INSP $ 45. 00 SW tins/1 P/94 — TIGARD OR 97F.23 Phone #: 639-5115 Contractor. Phone #: $ 22 45. 00 i f]'T'AL Rey #. . . _.._._.__._ REQUI RED INSPECTIONS -- — _.._.-- This Applicant agrees to comply with all the rules and regulations !3ewer Inspection of the Unified Sewage Agency. The permit expires 188 days from the date issued. The total amount paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement given, the installer shall prospect 3 feet in all directions from —� -- the distance given. '.f not so located, the installe all p rch se a "Tap and Side Sewer" Permit and the A;Rqcy wll ins a 1 e 1. i'e r m i.t t e e Si g n a t ra r e: I s s u e d By . W(k) Call for inspection - 639--4175 CITY OF TIGARD SITE WORK P F R I'1 I 1' COMMIRNITY DEVELOPMENT DEPARTMENT PERMIT #. . . . . . . : SIT94- 0018 19125 sW Nan Blvd.Tigard,Oregon 97223•H 71 DATE:: I S SUED e 05/12/94 PARCEL: 2,102gV-05300 SITE ADDRESS. . . : 09169 SW bLJRNHAM ST SUBDIVISION. . . . : ZONING: CED PI) BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . i YPE OF WORK eNEW PAVING?. . . . . . . . . 1Y RESO. NO. : E:XCV VOLUME. :65 Cy GRADING?. . . . . . . . :Y VALUE. . . 4 : 60000 FILL VOLUME. :43 Cy LANDSCAPING?. . . . :Y ENG FILL". . . . . . :N SITE PREP?. . . . . . :Y !'30ILS RPT REG?D? :N STORM DRAINS?. . . :Y IMPERV SURFACE— :20200 sf Rertiarks : Tigard Vision L:enter-- SDN 94--0001 : A req,iest fi:,r Site Development Revi ew approval to allow the cinstro(ction of a 5, 988 square foot medical facility with related site improvements. ZONE: CTPD (Central 13.tsiness District) . WCTM 2S1 tax lot 5300. Owne r s ------------------•-.------------•---------------- FEES BRAD SMITH type zmount by date reept: 1r425 SSW MAIN STREET PRMT $ 313. 00 SW 05/12/94 — 5PCT $ 15. 65 SW 05/12/94 — T IGARD OR 97223 PLCK 16 2:03. 45 SW 05/12/94 - Phone #: 639-5115 V,A(� RAA F lh o n e 44. $ 532:. 10 TOTAL I?eq ----- - REW.UI RED INSPECT IONS ---- -,his permit is issued subject to the regulations contained in the Erosion Control Tigard Municipal Code, State a} r]re. Specia,ty Codes and all other Excavation Insp avOicable laws. Ail wnrk will be done in accordance with Fill Inspection approved plans. This percit will expire if work ii not started Gradinq Insp i0thin 186 days of issuance, or if work is suspended for more St rm Drain Insp than IN days. F inal Inspection Permittee Signatt.ire : Issued By: Call for inspection - 639-4175 Cl"r'v' OF' TIGAPT IAP'J111, 1 (W PAYMENT F CEV-11, h1r), Ml',.". W.C.'J" AMC 414 1 ( U141 1 6.154 NAMF. rH. ERADLEY COO':01 hlll)l.JW'T o"M COLE r ()I f-,f, 1)1 E rl I 1,jr1j)l It IT F"I)I D PUPFTKA OF FTiv M 17 V 1,J J I.,f, llll(• r`'1"'1 ht 'Sol T94--s".Wl I f ST. WILD PETF :. I Ell 0 EWF (to P US6 :,T Y41,1 11.P I C t 0 p m T P,0 1 4(t. o)! __ �.. ►C:�IC.��I�IG.'�'�I/r""'�1�1�'��_�11�IC�?I MC�.?�'!G� rMATE OF OREGON CONSTR U CTION CONTRACTORS ,BOARD REWMAVON CERTIFICATE This certifies that the person named hereon is registorcd as provided by law as a GEN CONTR/ALL STRUCTURES %gisiratton NON—EXEMPT Numbf4r: [ 79016 CORPORATION Expires: ( 02/03/96 RA aRAY ''i CO PURCELL INC PO Box 23516 TIGARD OR 91`281-3516 $13 ATUR STRANT y—�r..�r IV STATE OF OREGON CONSTRUCTION ';ONTRACTORS BOARD r'1`CKF 7 CAM) Registered as: No.( 790 'g ,''.;Sohd Ii b00 ( GEN CONTR/ALL STRUCTURES InWrance� TRANSAPERICA INS CO DEIKH ( NON—EXEMPT [ T130a+ 7509 I1Nn cnnI CONPURATION umplo w1, Expires02/ ferAccounts', ON #1111 RA CRAY d Co PURCELL INC 1M1IC IPO BOX 23516 IRs [ ( r1GAR0 OR 97281-351 -S 1 �v - -_ P003%006 �►�w.� reMewe+Nlrenerwew,ere�+�e+ueT�ra �ewr�.��wR�wM.r.�t�.w 13125 S.W. HALL BLVD. BUSINESS TAX RFECEIPT N0. S 4-2t09 TIGARD, OR M23 1YPE OF CMOFTMRD — BUSINESS: BUSINESS C..00E : 2 EXPIRATICN DATE : 12/31 /94 NAME: P .A. GRAY 6 COMPANY - PURCILLP INC . ANNUAL FEE' 110.01 ADDRESS: C 11 4 4 S S w T I E D E P A N A V E BUSINESS PHONE; 501 639--6127 THIS 4444 SUIT 81 PO1ST&0 IN A CONSPICUOUS PLACE AT THE BUSINE98 ADDRESS NOT TRANBPEAARLh llrrllliB►�IMi��li9lillalilC"✓-a1NMIBl9+1MQrRl�all�ll�1�I�INIBIIwIM1 �1>a1#l+irl�ilM9�0�1��1�98/1= ,IAN 10 1994 GRAYIPJRCELL A.A . GRAY r COMPANY - PURCELLr ANC. C1144S sW ITFDFPAN AVE P.O. 9CX 23516 TIGAfDo, OR 97223 1 i , �M Foo4�ooE 1 CERTIFICATE OF' 1NSUEuiNCE ACORD zu-lS (7/90) ISSUE DATE: 02/22/94 -----------------.---------------------------------------------------- PRODUCER (This Certificate is issued as a matter of infor- mation only and confers no rights upon the certi- RW. Nr.TGHROR & CO. ficate holder. This Certificate does not amend, 2e_`�3 S. W. JEFFERSON excand or alter the coverage afforded below. SLitTE 310 -------- COMPANIES AFFORDING COVERAGE ----------- PORTLAND, OREGON 97201 LETTER A TRANSAMERICA INSURANCE CO ------------------------------------------------- ______________..___- ---....____ LETTER B INSURED __...------------------_______--_--_-__-----_-- R.A.GRAY & CO-PTJRCELL, INC LETTER C P. 0. ROM 23516 -------------------------•-------------------------- TTGARD, OREGON LETTER D 97281 ---------------------_---..__-_----------•--------- LETTER E COVERAGES ------------------_____--__------------__---------_--___-----------_---- Thia car.tifies that policies of insurance listed below have been issued to the insured named for the nerlod indicated, notwithstanding any requirements, term, or condition of any car.t.rAct or other document with respect to which this cern» may be issued or may pertain, the insurance afforded by the policias described herein is subject to all +he terms, exclusions, and conditions oY such policies. Limits shown may have been reduced by paid olaims. - ~ --------------------------------------------- - --~ CLITYPE OF INSURANCEI POLICY NUMBER IEFF.DATEIEXP.DATEILIMITS -- --._-----------------+--_--_-_-_---_---+----- --+--------+---------------------- GENERAL LIABILITY GEN. AGG. $ 2 , 000, 000 A (X]Commercial GL T-7 3134 62 22 03/01/94 03/01/95 PRD-CMP/OP $ 2 , 000; 000 ( ]Claims (X]Occur. P & A INJ $ 1, 000,000 [XlOwnrs&Cntr. Pro; EACH OCC. $ 1 , 000, 000 FIREDAMAGE $ 50, 000 (. J MED. EXP. $ 5,000 AUTOMOBILE LIABILITY -----------------+---__-- --.+----_------------__-----__ -_ i 3(]Any Auto IC. S.L. it, 1, 000,000 A )All Owned Autos CA 31.34 62 23 03/01/94 03/01/95 --------_--+---__-__--_ [ ]RchPdi l t-.d Anton A7/Person IS ( ]Hired Autos ---------------- )Non-Owned -------- i_-__)Non-Owned Autos BI/Acc. I $ [ )Cnrnge T,i ehi 1 i i-y -•----------+------------ [X]PIP & UMBI Prop. Dam. $ EXCESS LIABILITY ---------------- --------+--------+----------+----------- ( ]flmhro l l a Fnrm F.arh nec. 4 C )Other than Umb. I I (Aggregate I $ WORKERS COMPFNSATTON ----------------.,+____--....+- ---___j.__-.Stntuthr� IArits--- ANn I Each Ar.r�. EMPLOYERS LIABILITY Disease-PL $ fJisr�aase-E;E $ OTHER Description of operations/locations /vehi--les/special. Items FORM CG 20 12 11 85 APPLIES CERTIFICATE HOLDER ------------ CANCELLATION: Should any of the above described ppolicies be cancelled before the expiration date CITY OF PORTLAND ttimreof, the teeutng rampant' wi11 endenvor to CITY ENGINEER mail 30 days written notice to the certificate 1120 SW 5TH RM 825 holder named to the left, but failure to mail PORTLAM OREGnN ouch notices shall impose no obligation of 11ab- 97204 iIity upon tha company, iter Agents, or reps. -----------At9THORIZED REPRESENTATIVE------------- � . _ ��Li r►.. ._ .. .._.... .--......� ____._. _ . OS-12-94 02:SN FROM R A 1RAYRCO-?H---LL TO 8843836 ""015" U-H INSURANCE BINDER ACORG 75-S (7/90) 4PR-2.JSSUE DATE: 04127194 PRODUCER ----- ~--_-____-, -- ------COMPANY-----_--- � qy `Jy4BINDER-NO `TTG INSURANCE COMPANY �P(JRC 94-10 �,-.�W. NEIGHBOR & CO. -----------------------•-----_ -------------- It 0 S. W. JEFFERSON Eff Date Time Exp Date Time SUITE 310 04/30/94 12: 01 AM I 06/30/94 12:01 AM PORTLAND, OREGON 97201 -------------------------------------------------- [X]This Binder is issued to extend coverage in the, ----------------------------- above nnmed Company per Exp. Policy: T-7 30877523 INSURED --------------------------------------------------- R -----------------____-_-___-__--------__--__-_____R A r.RAV & r O-PURCELL INC naar.ript.ion of opf%rAt9_onFi/Vc,hicic--s/Property P O BOX 23516 TIGARD ORF.('.nN 97281 rOVt;RA(.'FS -------------- -----------------------------------Li its----------- TVPE OF .INSURANCE COVERAGES/FORMSIAMOUNT DEDUCTICO-INS PROPERTY----------------+.»-------------•---------------- -- � --+-------+------ ( ]BAS t 3 AROAT) ( 3 SPC -------------------I---------------------------- -------r________.._------ GENERAL LIABTLITY GeneralAgg. S [ ]Comm. General Liab CMP/OP Agg. $ [ ]Clair.* t ]Occurance Par &Adv Inj 4 [ 3oar s & Cont. Prat. Each Occur. $ Fire Damage $ ( I RETRODATE-CLAIMS MADE! Mad Expanse 19 -- --_-------...------ -----+--------------------------- +--___-------+------- ----- AUTdMORTLE Coma. S.L. $ f )Any Auto B.I . /parson $ )Al Owned Autos H. I . /Acc S )Scheduled Autos Prop. Damaqe $ [ ]Hired Autos Mod Paymonto $ [ )Nor-Owned Rutrs P.I .P. $ ( 30arage Liab. U.M. $ 000000000 ...[_)---------------------------------------------------------+_--___-_-__--.+-----_--.-__ AUTO PHYSICAL DAMAGE [ )All Vehicles [ )Sch Vehicle [ ]ACV [ ]Coll. Deduct [ ]STATE AMT $ [ )OTC Deduct ( )OTHER ----------..__----_------.-+------..----------------- -..__- +-----_----___ EXCESS LIABILITY Each Orn. $ ( )Umbrella Form Aggregate ( ]Other Than Umb. RETRODATE-CLATMA MADE: IST Retention -------------•-----------+-----•---------__--------------_+..__---------- �-----•------- WORHERS COMPENSATION Strtutory Limits AND EAch Acc. $ EMPLOYERS LIANTLTTY Dinraae-Ploy $ Disease-E.E. $ SPECIAL CONDITIONS/OTHER COVERAGES -------------------------------------- -------------g - - --------------------------- Name & Address )Mort a ee Additional Insured I )Loss Payee Loan / ---------------------------------------- ey_ `� QPM FROM R A GRA'>•bvQ-Pt�r:. L TO 6843636 P006i006 INSURANCE BINDER ACORD 75-8 (7/y0) ISSUE DATE: 04/27/94 --------• --------------------------------------------- ----------------------- PRODUCER COMPANY BINDER NO. TIG INSURANCE COMPANY 94-03 A F,.1d NFTCHROR & CO ------------------------------------------------- < 0 S W J9FFERSON Eff Date Time Exp Date Time SUtTE 310 04/30/94 12: 03. AM I U6/30/94 .12 :01 AM PORTLAND OREGON 97201 --------------------------------------------7"---- fX]This Binder is issued to extend covorage in the _____________________________ above named Company per Exp. Policy: CA 3087 7524 INSURED -------------------------------------------------- R ______________________________-----________------ R A CRAY & CO--PURCELL INC Description of Operationst/Vehicles/Proporty P O BOX 23516 TIGARD OREGnN 97291. Ap COVERAGES -----9728_-9999.».,.._. -_-_- ____--___ R -� TYPE OF INSURANCE COVERAGES/FORMS '4Y/A Al MNT iDEDUCTICO-INS PROPERTY----------------+--------------------------- --- +---------_-.._ ] [ BAS ( )BROAD [ ]SPC �� I --------------------.}I ---------------------------------------- -______ i;ENFRAT, LTARTT.TTY General Agg. $ [ ]Comm. General Liab CMP/OP Agg. $ [ ]Claims [ 10ccurence Per &Adv Inj ( ]Owners & Cont.. Prot Each Occur. y [ ) Fire Gamagn $ [ 1 IZFTRODATE-CLAIMS MADE: Med Expense IS -- - -_..__-- AUTOMORTLF Comb. S.L. $ [ ]Any Auto B. I. /Person S All Owned Autos B. I. /Acc $ Scheduled Autos Prop. Damage $ [ )H i r_Act Auto. Mpd Payment% $ )Non-Owned Autos P. T.P. ( ]Garage Liab. U.M. S [ ] I -,--- -------------.._-__-}_,...99. ....9..9___-9999__--_-_--_- +. __-_.._----- AUTO PHYSICAL DAMAGE [ ]All Vehicles ( ]Sch Vehicle ( )ACV [ )( 1 1 . r)AHIlC.t: [ J R'TATF. AMT I $ ( )OTC Deduct [ ]OTHER ----•-^----------_--__----+------.------------------------+---------_..- }._,--------- EXCE99 L TARTT.TTY Faah Or..n. I ]Umbrella Form Aggregate $ ( )Other Than Umb. RETRODATF-CLAIMS MADE: IS1 Retention $ .._---_--.-----------------+------------------------------+--- ---------+-------- -- WORKERS COMPENSATION Statutory Limits AND Each Acc. $ EMPLOYERS LIABILITY Dianaaft-Play $ Disease-E. E. $ SPECIAL CONDITICNS/OTHER COVERAGES --------------------------- _-- --- Ham* & Address ( ]Mortgage* ( ]Additional Insured [ ]Loss Payee --------------------------------------- Loan 0 ------------------------------- 100% UN 1 F 1 ED SEVERAGE AGENCY OF WASH 1 f G."Tr—)N C A*,rrY F 12O RE uN I T RAT i LaZ2 r r ,lip i TOTAL r��_ TOrrAL F i XT L1RZ VALUE V,4 NUL413ER NU&VIER RAPT 1-STRY/FONT 4 BATH TUBISHOWER 4 — JAC UZ/%HPL 4 • "�� CUSP C DOR/NAT1.R ASP t U INf ASHF]2R 4 DOMFST 2 LIR 1 NC I NG FOUNTA I N 1 F L.00xR MA i N — 2 INCH 2 3 INCH 3 — 4 INCH 6 GARBAGE DISPOSAL DOM X1.0 3/I HP 16 COMM(TIC)3 HP 32 IND(OVER 3 HP) 48 ,.)IL SEP (GAS STA) 4 -� SHOWER " Q4NG I — STALL 2 s l i!C BAR 1,v`: 2 ARAALFY 3 '^ — Ct 0AMERC I A L 3 " SERVICE 3 w WASHER. CLCM4r:.S 6 WATER EXT 6 WATER CLOSET 6 c URINAL 6 FX_value this ten EDU -• this tenant _ I Run. fx value- - bld Run. EDU -- b ld2. Seger pennit # // OATF 5/1 —9 7 I NSP_ TOTAL amu«I NESS T)22 Yd 1/1,r;ar, CSPY EDIT ADORrSS �7 ) �h 1 yh,r. c PE7L. r NO- CCx11 frED FROM TAX MAP/LOT —'— 71-73 RA] mi W1 r -}- LL + } and Construction Services, Inc. 9025 Southwest Center Street P.O. Box 23784•Tigard, Oregon 97223 (503)620-2086•FAX (503) 684-3636 May 11, 1994 Mr. David Scott Building Official City of Tigard 13125 S. W. Nall Blvd. Tigard, Oregon 97223 Project: Tigard Vision Center - Plan Check #4-25C 9169 S. W. Burnham Street Subject: Veneer Anchoring Device Dear Mr. Scott: Section 3006D addresses anchoring ties in conjunction with masonry and stone units. We are proposing to use a veneer anchor manufactured by Dur-O--Wall to satisfy this code requirement. We could not find an ICAO approval for this anchoring device or similar anchoring devices. We would therefore, request that this device be accepted under Section 105 of the State of Oregon Structural Specialty Code. in reviewing the criteria outlined in Section 33061)(1)(i) it appears that this veneer assembly fully meets the criteria. Jim Andrews, of my office, previously has submitted literature cut sheets for the assembly. If you have any further questions or concerns please do not hesitate to call . S i nc 1 y, EQ P �f"n_ 4N.�k11.1T) .0 es R. Nicoll , B. OREQ��N i i and Construction Services, Inc. 9025 Southwest Center Street P.O. Box 23784•Tigard, Oregon 97223 X503)6210-2086•FAX (503) 684-3636 May 9, 1994 Mr. Mark Burrows City of Tigard 13125 S. W. Hail Bivr. Tigard, Oregon 9722;, Re: Plan Check No. 4-25C Tigard Vision Center Dear Mr. Burrows: As discussed, due to the introduction of the draft stops in the attic I have revised the ventilation layout. This will require the addition of several electrically powered roof mounted attic vents which will be thermostatically controlled and perforated soffit panels selected by the owner during a value engineering session. They will allow 5.9 square inches of free air space per square foot of panel . I have attached the cut sheets for these panels. The new soffit panels provide less free air space than the ones originally specified, therefore, the amount of venting soffit panels required will need to be increased. I have broken the roof attic areas into three groups and have described the proposed ventilating strategies for each area. Area No. 1 (approximately 1,122 sq. ft. ) is located at the north end of the building between the proposed draft stop/drag strut and the north exterior wall . Area No. 2 (approximately 2,912 sq. ft. ) is between the draft stop/drag strut and the draft stop running north and south. Area No. 3 (approximately 1,700 sq. ft. ) is at the west side of the building located between the draft stop running north and south and the west wall of the building. Area No. 1 equals approximately 1 , 122 sq. ft. of attic space. This area will be vented bi an automatic powered roof mounted attic ventilator located near the ridge o' the roof. The unit selected will vent 1,500 sq. ft. and requires 3.5 sq. ft. of free air intake. This will require a total of 85 Mr. Mark Burrows City of Tigard May 9, 1994 Page 2 square feet of soffit ventilation which will be equally divided along the east and west soffits of this area. Area No. 2 equals approximately 2, 112 sq. ft, of attic space. This area will be provided with two roof mounted attic ventilators near the ridge of the roof. These units will ventilate 1,500 sq. ft. of attic space each and together require a total of 7 sq, ft. of free air intake. This will require 171 sq. ft. of ventilating soffits along the east and south soffits with approximately 10 square feet being provided at the northwest. corner. The draft stops running north and south will be moved two trusses (approximately 4 feet) to the west which will allow us to provide a soffit at this corner providing better cross ventilation and still maintaining the draft atop area for dimension requirements. Area No. 3 equals approximately 1,700 sq. ft. of attic space. Again, a automatic powered roof mounted attic ventilator locatad at the ridge which has attic ventilating capacity of 1,715 sq. ft. will be provided. This unit requires 4 sq. ft. of free air intake which will be provided by 138 sq. ft. of ventilating soffits which will be located along the north, south, and west soffits of this area. The roof area over the entrance porch has approximately 540 sq. ft. of attic space. This will require 89 sq. ft. of soffit ventilating on three sides of the porch (540 sq. ft. divided by 150 = 3.6 sq. ft. ) . We will be providing 89 sq. ft. of soffit ventilating to meet the requirements. The small roof over the bay window (at dispensary) has approximately 150 sq. ft. of attic space. This will require 1 sq. ft. which means approximately 25 sq. ft. of ventilating panels. As discussed, I can red line these comments on the sheet or issue a new sheet to you at this time, or I will submit a drawing to you with these comments added to the sheet for your review and approval . Let me know how you would like me to proceed with this. Tank you for your patience and help. Please let me know if there are any gn.estions. Sincerely, James D. Andrews, Project Manager JDA:mIh F R T A V E N T ® �e. �!( Description Packaging Colon + ` 12" WIDE-TRIPLE 4" Length 12' 16 Panels/Ctn Colonial White i 12"Expneorr 192 Sq, Ft, — S O F F I T 8 / Antiqur Linen Almond Crrem 901hs/Cts Oxford Blue IVaturel Gley �'E R T 1 C/1(, / Meta Finish (Approx.) Sand"Ione Ilrige Silver Ash + SIDING Solid r¢ +� I)I N G brawl Tnn Wintry Mauve Slerlina Grny AmuninYellow 1 4 iq Millie Finish •� Irrnirir Sanl: Solid Ilrrilapr Cream .,,,:• �il� Fully-Vrnlyd ---- � m Granite Grny Musket Brown ts"mi onyI + Light Teal Iraeific Mur 1anml amyl ' Coral Risque Ivy Green oantonlrl True'I'nupe Suble Drown I`nmuingl r Ilnrn Iled Timber Brown h� S Cbk Mnite Finish SPECIAL Cnlunial 19hitr Center Vrnled ORDER ONLY 11ertainTeed@I 1 6" a•I b E Length 12' 12 Panels/Cts Colonial R hitr >nJ 10"lixposare 192 Sq, Ft. SOFFIT R 90 111s/Cin Musk(,I Ilrown ivnmi mi.,1 1 CODR Matt(,Finish 1'ERTI(:A1. (Approx.) " J S 11)1 N G 117 solid CODE Millie Flnislr t 116 C(,uterA enled 'SPECIAL 1{ ORDER 0NLY -;r CertairlTeedCd 1 - p • .r. A L U E T E C H '" Y ,1. �► Inscription Pnckaging Colnrs 12" W11)E-TRIPLE 4" Length 12' 16 Panels/Cin 1:oloninl R hire 4g 12"Expomlrr 192 Sq. Ft. Aminur Linen S w�.r 0 E E I T R5 lbs/On +, (Gra Iiacked) �dD Mnttr Finish 16 Solid oan,only) SPECIALMattr Finish ORDER ONLY PM Fully-Vented Certaiillbedtrl m i.'f l,..xo•.,9 WJ .yi IT�G A.- ERTIFICATION j' ONFORMANCE 0-wrAINTEEI) VINYL SIDING Mode Io exacting rrgnlremrnls uslog exclusively hc:n bulbi op and waler vapor rnndensntloo Dery own PVC pnvvdered mslo ---CEftTAVIN" Free air¢pier areas per square fool are m follows or C(IllIVAlrotr Monogram 6,i sq 11nches Cerlavin- Ileaded Porch I'nnel 1.2 sq. Inches PVC resin hams n cell classification of 13344 H as MaxSpno S.9 sq. Inches def11lell by ASTM f)17R4,rneethiR or exceedh)R the 12"CertaVenl S.9 sq hu•hes followlog properties: 16"Cert;IVenI 2.4 sq inches Impact slrength (ft lhs/In) ?..20 12"Center willed 16%q In 0.4;I r rest temp 73"F Impact strength (ft-Ibvin) 1.30 VLRR RR71?TANCR RATINCA Test irntp 32"F Cerlalril'ved Vlnyl Sldh)g leste11 In connpllnncc to 'Tensile stretiRlh (psi) 6.660 ASTht Fire and Smoke test procednmv meds fir Flrxrlrel notrlulus of elam;clty 376,(Nttl exceeds Staodanl Hulldhtg Cotle n•gnlrentrnts M leoslno (list) ASTM I? 94 Flame Spread 1.1, hefircllnn lem`` rl lerature 16A FuCollillbullon 0 under lom 26A psi ("F) Smoke Deoslty 3io Chemical resistance Excellent ASTM 1)1929 M1111nnnn self ignitim) Coefficient of expanslon (hr/ht/`F) 3.4 x 10' Irnnpermure 924T ASTM 1:114 Fire hndllrnnce CLesslficallon of MANI!PACTIIRINC PIIYSICAL>! I hrno r; nil All ASTM 11615 Average Ilene of borololl - 5 seconds 41d11)y,and 4n(HI panels and;Iccessorles are Average Irni!th of Ilurning - 10 motmade with solid color Ihmughnllt. Malerinl Iti srifr•xlinlnrlehlnll Cnolrnlied wnodgralo embosehtg or vnonth wllh oo mcasomhir extent of brushed finish, Miro whuo tented In ar(-onlatntx• Color SpectmCnlorlmefer cmltrr111ed will)this speclflratlmt l.nck )Optically measured Wenther11lg per ASTM 111435 DOCIIMP.NTS Crrla11l'i'rcd villO 40111119 meets flit,stalnd:irds of the ASTM .1679. 'I111ciuess All panels excae•d nvlulrrnnenls per Gdlnwln clHcatirnts � g s� SHCC -9151 ICH)) - 262 i Monograun"' .044"nominal Prrnnitim Serler" .044"noofloal LMCA RS 24 CIIMC 121Ni1. Adoilral" .044" nno)Inal The Gorx)Ilnusrkeeplog Seal applies:old sldlog MRIoStreel"' .042"nomhnal p:lllels listed are tit compliance with the ASTM Hamilton Park" .039"nnmhtal Speclflcntloll for HIgId Poly Mllyl Chiorldel (PVC) MIIICmsI'" .044"nominal siding 1)3679. CamiOna f)eaded" .044"nninlnal INnxspan'. 044"nrnnlrtai WARRANTY (tendert Porch Panel (, 044"mnnlnal • I.Ifetlme Hoiller1 Wnrranly' Cerlavent" (139"nrnnln:tl • Warranty Is transferable If the hone•Is sold Vinyl Fascia--R"face .044"nnmtnal . No service charge In Inspert cnntpinlots ..Cerininl'eetl's vinyl siding and nccessorles are SOFFIT VIRNTII.ATIIIN ARRA hacked by the Good Ilousrkeeping seal CertaliiFeed veoled soffit panr+s nllow air to clrculate Into a111c areas to help rr Ince excessive `11amoll rr rn.1 Aisa sn I,,,.,,.,..,,,,n ......................................................................................................... O Crrtnl,ahvl Cnrryrtlltirnl 6/92 Ta 10 Ift I '„l ,,t'. V. pro.,5r->Q.ou c • qq2c mc.- 12 > v a lQ� o$�u� �� ■ u SSS 66u'q'C°wY �QS��i °°A - E 2 � � � t7Y � p y�yocS��r��Cd°p��V p Ouf3 M �� L � _ � � � O � � •O DATV�w��a�d��M � � ® e°ln�eE��...x tS 3C £ p nat qt 47Gwp8'�'Y. .+� M f" MCy nN-q" 9 N UP �x'gaC d a ii ao4.t. dni.& a i�o yEu" in g c°�i" nYn3 V 9, U. N r_ SK°� ~?�=F�' 4R w w ^^o p ' "� r+ •7��n yV��n? w l a °SQA 7 V 'uvcnCo ; « 4 r o W • C.; No ^Qu�•� nn �y EB�u: O�N^ ri � �_ � g �.'.�dnaoE�a '• � C 6u �' � er'/• � C ji. S°�n°O3� � aOy�+�� 1�1 �".��°�_••�g 1y and..a �5°9v-»�� Q W v Y.w�!•.,G__'9a S fE a yR a �pao ° i cicl V 7 .?euu"•Ck i Z E�wv"8^Caw µ j� C 1' I �. Nao^tiw ux^pvo�Q pati °vv oo r Em L't • a Z O a_ �Ce�°a$w''� yC"$°iC g",' 48"�sN�u� �a W �' yea° b'^� � g u+ L ' .'�03� -3V8 +��n K as Q�'d47e"$�ny O MLA p p = f3° �C� 5v a 6 nn g.p�aof+n Q 7. gOC + !t • • • wvww w Ce�C es6mc _: ' 09 $d_w°r.n_� t. d 6 9�v»g Avx r b?tip$•��' � ♦ ''� Jim 41 x� N •e R IL , r, p y IL aQy I D I T Ooea " F' QcBm AN n q Y iii AR m U.U. ' E s c9�•�°FA Q°o "cu ��'o3 a Irf • ' 9�°� .�r g g gr��Q �, � � � � e � !Iodi�gy�4o� ..gg��E�� V �ou� � ' i5 � �y � � � �� 7yFi:•S V - ) ubo �a�iu9�^a� uM6Q nr r q pEEJt G •r o 9 eggx_g,aggwpCp y>a•�d H • w • • • • �e7$©awe�RY6 nn s%In `11 rmm Q �Go � .4E > •� iv if 8 3a,=° a U U 9. -i8 x7a -';� � C�yy,�Gjs V��e_�� E^ .' �� .. � wwk � � j � � r.r;.�y/�. �Y•rj y� ^�. : QgQQ w gA�.h�yu �• � J � �.`r"'+:, dh� - �! 2S f57S J .7 Mjw��Q��C -6rC Mn�C --- � 006 r S? 1.YF��m.p ua Yt~6Jy ^�ON +°ua •.r-r- u + } _ :; gw4c�,n Na• Palo- '91P Palo 6 a C .�� w k K a-pw Y w • + � . ',1* 1bao. _Da o5. �$$ R d • gcYieo.ku2 �Lg2ea�Poh �� «.. ': �� ACi�ir.,,t t�:l+ .4• �'• ««« r 6 i L V1 , - and Construction Services, Inc. 9025 Southwest Center Street P.O. Box 23784•Tigard, Oregon 97223 (503)620-2086•FAX (503) 684-3636 May 4, 1994 Mr. David Scott Building Official City of Tigard 13225 S. W. Hall Blvd. Tigard, Oregon 97223 Project: Tigard Vision Center - Plan Check #4-25C 9169 S. W. Burnham Street Subject: Building Plan Review -- structural Dear Mr. Scott : We have -evised our drawings to incorporate your comments and concerns noted on your plan review list and in your conversation with Mr. Nicoli . Please find attached the literature provided to us from Dur-O-Wall for the brick veneer attachment. If you have any questions or concerns please feel free to contact myself or Mr. Jim Niroli . Sincerely, James D. Andrews Project Manager JDA:mlh Enclosures THE FOI-jLOWING DOCUMENT IS OF POOR ORIGINAL. QUALITY N .� . lie , VENEER ANC14OR I oil NO M'.K1.r14w Pon r.v D/A 213 SEISMIC D/A 213 NAW! Fully 'i ested • Spring clip is designated to hold insulation tight against sheathing. Veneer AnG hom D/A 213 (patented) Do not use spring clip when insulation is impaled over D/A 213 plate. Use U/A 213 assemblies with CMU,concrete,steel stud,steel frame • D/A 213 is designed to be installed behind the Insulation board, or wood 213 a directly to the steel stud or exterior sheathing.This provides extra corrosion protection for plate and screw. • DUR-O-WAL recommends two screws for steel stud applications. • DiA 213 plate available in 14 ga.(1.9mm)or 12 ga.(2.7mm). This product has been engineered so that one screw provides 10010 back-up protection. • D/A 213 seismic steel pintle available in 12 ga.(2.7mm)or 11 ga. • DUR-O-WAL recommends the use of only co-polymer coated(D/A (3.0mrn) 807)or 300 series stainless steel(D/A 995)screws. • D/A 213 assemblies available in the following finishes:mill • D/A 213 assemblies comply with ACI 530.1 SOCA,SBCCI and ICBO galvanized,hot dip,stainless steel.Epoxy coating not requirements recommended. •Seismic conditions-use D/A 213 with Seismic steel pintle and •D/A 5213 is designed to be attached to CMU,concrete or brick or either Seismic Lactur or pencil rod wood slue. • Fully tested,call for results. OPP— M - V DIA 5801 SEISMIC D/A 5213 D/A 5404 Adjustable Veneer Tie Assemblies virtually any cavity wall combination,with or without Insulation,The For Restorations anchor is fitted to the predrilled holes or slotted base plate,allowing adjustment of the tie. Tie and plate are available in hot dipped These assemblies are engineered to allow new masonry veneers to be galvanised and stainless steel Ilrlishes. ties to existing masonry or concrete structures. They can be used Ior 6 MAY 3 194 14: 23 DUROWAL MESA AZ PAGE . 04 Islamic Veneer Anchor$wvt"wdf D/A 131 seismic Chtvnnel Sint Anchor Assembly rparenr rennmer Engineered for use with standard channel slots, �`- pencil rod or Seismic ladur fits inside shear ;, lug for positive place- ment without the need for special clips, Meets ,. 4 • ; all UBC Chapter 30 requirements for seismic zones 3 and 4. This anchor has the same .' plate and pintle design as Seismic Dur•0-Eye, but Is D/A 131 seismic Dovetail Anchor Assembly rroteei►weainor engineered to be attached to the face of a CMU, con- Specially designed tie crete, steel stud, wood stud with 094r lug locks for or steel frame rather than t'° pencil rod or Sr,ismic embedded In mortar. Shear LAM to assuro positive lugs hold pencil rod or positioning ano reln• Seismic Udur In. place •y'. forcement without the for greater pull out stress need for special clips. resistance and ductility. Engineered to fit stand- Adjusts 1114"up or down to allow for different course heights and dovetail slots. and allows at least'A'horizontal In-plane mcwement to Accom• Meets all UBC Chapter modate expansion and contraction. A hot dipped galvanized 30 requirements for finish(1.6 oz. zinc per sq. it.)Is standard, and 304 stainless seismic zones 3 and 4, steel Is Rvsilahle. OUR-0•WAI.recommends the use of two screws for steel stud applications, either the DIA 807 or D/A M, or a special V•"expansion bolt for concrete or masonry D/A 431 BRA Belemle Resldentlel Anchor t►s+e"I rsneroo► retrollt,a0licatfons(D/A 5213)• Meets all USC Chapter 30 requirements for seismic zones 3 and 4, Seismic laid (�::, �• rI M. Although residential building codes are much less strict than commercial codes, DUR•O-WAL recommends the use of rein- Prefabricated point reinbrcemenl for embedment In horizontal rein- forcement specifically designed for areas prone to seismic olnte of reinforced meson !Ru erlar to pencil rod activity or high wind, The use of such products assures a much mortar I ry, p hlgher degree of resistance to failure. because double parallel wires distribute loads more evenly along enfire length and welded cross wires provide better DUR-O-WAL recommends the use of ft new SRA anchor for enchorape for stress transfer Eliminates the need for Inter- meximum assurance of durability, A special 14 ga. adjustable medialle Bond Beems(use of Chord(Beams at top of wells Is seismic corrugated veneer anchor with two shear lugs,which alw$ys recommended). Reduces grout requirements,wall Is engineered for use with pencil rod or Seismic Udur to reslet ehrinka a potential end deed valgM of well.Also used In out of plane movement and afford greater ductility In spi!0: r<mes 3 and 4, Recommended for single family housh ig only. MAY 9 194 14: 25 DUROWAL MESA AZ PAGE . 06 Vbneer Anchoring System A complete system of Dur-Oalllal products for proper atnahoring, flashingf,jointing and draleninr olonoer walla. D4•Flif Flash 1 f InlasIS It of Pleshinp D4 ISMS •stonorrpatented) t` DIA ere Designed specifically for long-term attachment of metal �N masonry anchors to structural 41, ` t r- members.Integral Carbon atom H1� . ry . drill point with 300 series� „ki j -... stainless steel $'hank and •. head eliminates pre•driilln while offering Corrosion resist• once for the life of the struc- -cr•.-qr ture.Available In 012 diameter, ' with various lengths for def- ferent material applications. Washers available In %" A complete f Ashingsystem that diameter. Manufactured by provides sit the benefits of copper 8F8 8ladler Co., this anchor composite flashing at a lower cost Is available to the masonry Encepsuisted metal construction \ industry exclusively through combined'with fiberglass reinforce. Dur•O-Wal, meM to allow set wmimNftto be formed to the exact shape required. The fiberglass/Mylar°layer also pre- Standard Veneer vents the metal fel from touching the Screw mortar.This ellminst a deterioration OVA$07 Resistant due to acid or alkali reactions,and allows embedment In mortar beds. And,a Mylar taps seals all lapped "owl 10.19xIrh/I1WH T/3 stand• joints to prevent moisture penetration and copolymer corrosion without the mess of bNumene.T4 116noer Anchors resistant costing.Available and result is easier Installation with DIA 213(patented) with washer on request. exceptlonal rollobiut at a coebelflclenl rice.Nowai Use D/A 213 assemblies*;64 CMU,concrete. --- -saa satellite steal stud or staid frame. Aeyustabl•lipeod-Sot •DU"•WAL recommends two screws for Vendor Ancho►11 0" Neel stud applications.This product has DIA 901(patented) Flashing `sc l l boon engineered so that One screw Can carry PIberwab 200 uses a bleak composite the load while the second screw provides Standard plate 14 gage,triangle 1/1," of polyester film bonded to a 20 x 10 100%back-up protection. or 4e,finish mill galvanized.Also liberglose scrim reinforcement and a e DUR-O-WAL recommends the use of only ovaillable het dipped,stainless steel IN r of vinyl film,This construction mpolymer coated(DIA N7)or 300*SriN or epoxy resin coaled.This anchor Is al�ows it to be formed 10 any shape stainless steel(DM 995)$Crews. especially well sulted to attach masonry required,even at riextreme ingsampan p y Y aturea 1Mv1 shrinking or sag. e 213 D/A assemblies comply with ACI 530.1.88 to existing concrete or masonry work. aIn , Is epeolfically $OCA,88CCI and ICOO requlrsmants. designed to meet or exceed Army •Seismic condltlons--use D/A 213 with 1 , Corps of engineers guide as bSpeoon Seismic steel pintle and either seismic lodur callcn ed for Incluse and hes been accepted Mr Inclusion In the ypide or ponclI rod. epeClfle clt�to Inae� •8pring clip Is designed to hold Insulation 11 ht against sheathing.Do not uses rinp c�p when Insulation Is Impaled over DIA 2'13 plate. D/A E213 Is doolgned to be attached to CMU, concrete or brick.Bee Pape 16. Coll Vent •D/A 2131#designed to be Invalled behind DIA 100e the hlsuletlon board,directly to the steel stud or exterior sheathing.Title provides extra } 'y corrosion protecWn for plate and screw. Ml*op H019—Cloar Plastlo ' •DIA 213 piste available In 14 ga.or 12 ga. Engineered to assure moisture a,DIA 213 win pintle avalloNs only In 3l'15 Standard%"O.D. x 4"long Provide entering or exiling the cavity will dismater. wee hole at bottoms of wall*and shelf pass over the exterior veneer to •D/A 213 solsrac steel pintle available In angles at 2 It.s acln ,max.DIA 1005, prevent iblor*scenoe or sista g Pn .F"lexrble,uitravlolnt rwalelent 12 go.or 11 on. For vented cavity we use cell vent polypropylene co-polymer for i •DIA 213 assemblies available In the following above flashing course and weep holes easy Installation and durability, finishes:mill galvanized,hot dip,stainless at top of wall. Dealpned to minimize visibility, steel.Epwty coating not recommended. eliminate dark Shadow area on •AM rttlporls aveN*bls f7r1 request. wall.Re ra"Oat to b use in 10 course rest above ashlnp. Technical Information For mon u+fornteh)c on productl for WVAC and hlgh wind condloon$,oontM OWI uMd by: your leas dMdbu%'a IN OUR-O-WIAI ofea near you. Seismic Our-O-E eha-Ur Eye masonry to mesionry_ Seismic Residontlal Anchor Applications, Composite or rarity wall with Or without 4Hesv licahons. CMU,brick,stone M _ Insulahon ish Moi dipped galvanized(2.0 of.rinC Der$q,tl.) or ata dig ess Steel Wire 9 Qa or r/"" Seismic Plntle: 12 1, 0.1061n) ndard; 14 a. Plate. loll, Du 128. �. Pinto 'table 1—Auembly COPORY(Ilei.) SSacing. Eve t8�"on center __ MI1 pa Our4 th,Ledur Ilya,DIA t1I Voneor Alishom Plntle Verlk;al DoserlFllon Awrege Collection Sfiflnees Ad ustment: 11/4"maximum _ UIIIm1q •100 ilea. Ibe.11n. Horizontal _ lad _ Movement: '� ' _ __ NO"Duty Aeaambly-11 go.pinue/ti pa.pit Finish: fiat dipped galvanized(?0 oz.zinc per sq.ft.) Ca all Anefonlcompraolon or MAWS steel 0"Ecoentriclty _ 1268 lbs, 0.013 7780 Our a Ni riot recomme 3/16 re,to for ec �B3� DIA 21%DIA 6218 $%"Eccamrlclty 380 lbs, 0,021 4120 jo Applications: CMU,concrete,steel stud,wood stud.or 1'/4"Ercentrlcltl+ 3801be, 0,047 2110 steel frame with or without Insulation Standard Dur•0-Eye/Udur Eye Assembly-12 go,platlelld as,plate; Standard CIA 213 Assembly--t2 Ca.platle/14 4e.plate Ce sell .- nil onICam resp sloe Standard: 0"Eccentricity __ _ 730 lbs, 0,016 6600 Pinto: 12 is. %"EccentrlcltY_____ 240)be 0.037 2700 ;t, Prate: 1418. ty4'Eccantricl 1801bs, 0.170 688 He Davy ury; PInUepull ouUpush out from moriwr Plntle: v 1t a. _ _ without continuous r6lnforcement 1IW lb,, NIA_ NiA Plale: 1? 1. With continuous reinforcement 1590 lbs. N/A N!A Plntle Vertical k" eallsar ar pas . "all 111mr-9.11W Ad uetment: 11/4"MAXIM Ld1rr Eva wow le ttmstar 11MuAMMI LMekAl"di taleuk]' =- 6 HOflzon111 raaom anile 11 aa.Ales(!. Movement: Feslnu CIP101 r Flnleh: _Hot dipped galvanized(2.0 Piz. per sq.ft.) Sonw Type Stud Thickness or stainless steel _ _ 46 A. ;47 e. to010-16 Coated Steel DIA 807 388 784Anohorl8elemlo Chennsl Anchor f G�:: 012.14 300 Series Stainless Steel O/A gg6 315 18 Applications: Brick,Stone,CMU E1 anion Anchor Bolt Cs sW.V 7/16 MIA 0219 Finish: Hot dipped galvanized(2 0 oz.zinc per sq ft) or etaNess steel -----.—Substrate Cepsslty(lbs.L Concre(6 3400 Standard, Hollow Block 20 16s W He Uuty, 12 go, Mortis Int _ 1300 ` Witelnp > WM Mety ?50d0*Oer,mInatIonSr eon cofftined In this pubNestteon does not oonetlte s%prolmlonai Seller makos no warranty of self td,s�r�p or implied,ecept that the ponds acid dpemsns end shouldtrotbe used M subsshlla flooroo potentprone- under into# mmSnt#Half be 01 the s Ing quality o1tlu##liar,and twyer aaumet Each construction proleel Is unique and the appropriate use all riok and WI gwt8ng from the uu of the goods,whether used sinQN or In or this product is the responsibility of the enginesm,architects,and other profes combloal'Ion with other goods.Seller neither assumes nor#uthortrea arty person abmis who arc romNlar with the specific requirements of the pmlecl to#$Sumo for seller airy oOw hsbillty In conjunction with the sale of use of the goods I*.and teems fl no oral agreement or warranty collateral to or atlechno this transaction, Meats and Offices DUR-OWA LT terprsla all 625 We shat P.0 111"M 12M Perlmater(Mot Mae Nnpuareen Ante,4 006(8 BorrWipl�am,At 35206 Dallas,rat)6228 1 NQ. 7116 N WSW road (7M)BOG-1101 (206)760 OW (214)M 2167 eulN A 1-am"I nM 1.600.6"634A I-a04366 8877 Arlingbn Heights,11 am FAX (706)899.8331 FAX (205)?81 Me FAX'(214)270."40 3115 N.Wilke Road 170$)677 Sao FAX'(7081 b77 outs Dur•0•wal,1p1 Sults A 5077 Colorado Blvd 213S Alms School Rood 1750 kmhill Rood AdIngton Heights,IL 60004 801 North Point hoed Denver,CO 80316 Meat.AZ 86201 Wisisasulis,Onrarie OT 0 Boltirma.MO 21241 (J031221-1896 (602)aeo•6601 (4161670 Nal Technical Assistance (410)435 412011 i cob 323.0000 14OV M4AW4 FAX:14 t6)8/44474 tied Sales: 438-78A2 1-000 368 2036 FAX.(3M)3111713 PAX:ION)8441138 . FAX;(4101416.1164 ®t8e2,t)ur•O*kI too. PdnM In U.9.A MSM MAY 3 ' 94 14: 26 DUROWAL MESA AZ PAGE . O? VENEER ANCHORS 7_111°!Hanlon Anchor Capocltr CIA 5213 —"'—"�- sulNnte Ultlmets Loed 0/A 213-VENEER ANCHOR ASSEMBLY(patented► Concret4 3400 Ib CIA 5213-RETRO FIT VENEER ANCHOR ASSEMBLY Holllow Dlock 1300 lb, Brick 04 . • Anchor brick or block veneer to steel etude or existing Mortar Joint 13001b. construction with or without board type Insulation prelrent $truoturll Stat 13 2300 I0010. 111• b, in cavity. PuilofrVPushout from Bad joint 110.16 Contso Shoot Metal Screw D/A 107 a le �e uAn-iiLoed' Steil u ess I Imo a ood Will, ti00 Ibe, •• 18(1691 541 Ib, Pious 1A ape 784 Ib. WlthDut oontlsuout n4ntorCtmtn! t 160 lbs. With OoMinuouo reinforctment 1600 Ibe. Assembly ouou h nforcoJ11.118) 111.18 300 Serbs ltsiolses Stool Sheet Metal Screw CIA 908 D A!1'Yenser Anchors_ teat to Ian TAIeNnuo mete toed 1 ie Gags Awrepe e1lMnae ws7 Ultimate Led •190 the. Ibo.An. logics 787 Ib. tNeq!Daeyy Anomlh-11 ue pleat 811111!pe,plots NOW: One exponvion anchor recommended for use with D/A t�peelp-fineltxVOompraelon 5213.Two sheet MOW screws recommended for use 0'Eccentricity �ity 1256 Itis. 0.013 1756 with 0/A 213. 8/4'Eecentrlcly 380 ibs. 0.024 4120 1.111'ECCentrlCl�t 360 IN, 0.047 2110 Olenlwtl A1Nmbv-11 it plots PIPNOA4 M.plea ale"Nolo ospo".7 nelewcomprwelen 2' `\✓`�� 0'EptenMoly 240 bs. _ 0 015 8606 �//'lcaerltrlclty 2401 l61. 0.037 2100v,(\_ 1.114'loaentriolt 1501be. 0.170 586 Mationl Al"mbly-M$"wire PIR1104 p.Plate 1.114' qpa„�',TenNeNComlreellon .______� I W low"Iriely 640 lbs. 0.040 2174 *�- e/4'lxentricity 200 IN 0.093 1075 " 1 IM'laaniriclq 120 Ibe. 0.104 515 "J! MA-0•wAL r100n11nW1 the M at 1101 pwio ww design em1nlrloy fasa t 1' f Plate PIMIe Shown 'Rel.1 'RM.a a 7 1 Wirt Plnfle Similar to DU"EYE 3" �oVA CUP ttbll EM2,"I _,. '3� ,„2 11118111111 s mlo D"n VIA 213.0 �,1��'� a' •• ! .V r^ - `W• I,y irl•, 7/16” —Emboss 0.040 Min.Typical Insulation 0 p- 'A"DIM, DIA 118 "A"DIM. DIA 113.1 1.34' t° DrA 213-15 2.114' �' Jai DIA 2132 2.314' IWA "8DIM. / DIA 213.0.5 1.114• J NO:Weofom Stela Cloy Products A101011on hN 01w100411 o NOW dlNgn a"DIM. M 1 seat,rosch rowsrrdl^0 re w sso*Moron en not N0&N RererenO of en o 88. in 1-1111-19-2 1.112'•=13•1,6 1: = 1ao0 Plan Revlew 0 4-2 5 r' Dale May 3 , 1994 CITY OF TIGARD OREGON Structural Speclsl Inspections The owner or architect or engineer of record shall complete Parts B S D of this form and then roturn It to the Building Division for approval RLIqr to Issuance of a building permit, (Pleese note that a separate 8009 special inspection form may be required and additional special Inspections may be required for contractor design Items.) Project Address: 9169 S.W. Burnham ProlectNarne: Tigard Vision Cents Architect of Record(Firm)_ Phone No: Engineer e4Record(Firm): N i c o 11 E l i g i.n e e r.i n g Phone No• ( 5 0 3 ) 620-2086 The following special Inspections and structural observations shall be performed according to the State Building Code and the City of Tigard's Municipal rode Chapter 14,06.010- 14.08.040 unless a schedule of Inspectlons is submitted by the Engineer of Record and approved by the Building Division. A. ® Reinforced Concrete ❑ Prestressed Concrele ❑ Structural Sleet ❑ Struefurel Masonry, /'m e ❑ Welding ❑ Fireprooling ❑ Other �__ _..__. B. Indicate the speclel Inspecfor or approved testing agency to perform the special Inspections noted in Part A above, In^luding addresses and phone numbers. Submit names, qualifications and certifications of the special Inspectors assigned to the project. The spec'ef Inspector or Inspection agency shall submit a final signed report to the Building Division staling that all Items requiring special Inspection and feeling were fulliffed and reported and,to the best of hls/her knowledge, In conformance with the approved design drawings, specifications, approved change orders ano the applicable workmensh!p provisions of the U.B.C.(see U.B.C. 7015 for voile special Inspection final report requirements). Items not In 0Qr) ?once, unresolved Items or any discrepancies In Inspection coverage (I.e., missed Inspections, periodic InspblldPfl When odnflnuous was required, etc.)shall be specifically itemized In this report. C. ® Structural Site Observation by Engineer of Record D. The own r hereby agrees toe to the special Inspector,approved testing agency and/or engineer for the above-noted ;tspecl M psctioee and/ ecru observation. Slgnaturs of Owne `— Print Namo_ Phona No. Firm ' Date struclurel tern Examiner signature „nAw 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 Plan Review N 4-25C Date May 3 , 1994 CITY OF TIGARD OREGON Soils Spacial Inspections This form shall be signed by the Owner, Engineer or Architect of Record and returned to the Building Division prior to Issuance of the permit. Please note that a separate structural special inspection form may be required. Project Address: 4169 S .W. Hurnhar' ProjeetName: Tigard Vision Cen er Architect of Record (Firm): Phone: Engineer of Record (Firm): Nj co'_i Engineering Phone: ( 503 ) 620-2086 Soils Engineer: Finn: Phone: Lot: Subdivision: The following special Inspections shall be performed according to the State Building Code and City of Tigard's Municipal Code Chapter 14.06.tr;0 - 14.06.040: ❑ Engineered Grading (>5,000 cubic yards) - U.B.C. 7014 ® Regular Grading - U.B.C. 7014 ® CompaUlon Reports (per ASTM standards listed In U.B.C. 7002) Testing Agency: Carlson Testing, Inc. Phone: 684-3460 ❑ Other The dwneh eby arees to_emp y theVveIs engineer for the above-noted special Inspections. C Si nature of Ow er \ Print Name _ Phone Na. L0 _ 1 G_*� z_ _ al IS Firm 04901 A- 13125 SW Hall Blvd., 1lgard, OR 97223 (503) 539-4171 TDD (503) 684-2772 77 ---------------- - - - - ID and Construction Services, Inc. 9025 Southwest Center Street P.O. Box 23784•Tigard, Oregon 97223 (503)620-2088•FAX (503)684-3636 May 3, 1994 Mr. . Mark Burrows Plans Examiner City of Tigard 13125 S. W. Hall Blvd. Tigard, Oregon 97223 Project: Tigard Vision Center 9169 S. W. Burnham Street Subject: Building Plan Review - Plan Check #4--25C Please note the following comments per your items 1 thru 38 from your plan review. Each numbered response coincides with your numbered comments. 1 . Nicoll Engineering has prepared and stamped a floor plan (Sheet 2.1A) showing all interior walls, doors, and dimensions. This document addresses building code items and shall replace drawing A. 1 prepared by Wright Design Group. The remainder of the documents prepared by Wright Design Group will be used for interior finishes and casework only. We believe that by adding a stamped sheet 2.1A to our documents Nicoli Engineering assumes responsibility for the interior design and layout; therefore removing design responsibility from Wright Design Group and limiting their involvement to the selection of interior finishes. 2. Mechanical and plumbing systems are bidder design. Plans will be prepared and submitted to the city for their approval . 3. HµpdIcapped details for the rest rooms have been noted on Sheet 2.5. 4. � tpet 2.1A shows both female and male rest rooms; thus equally dividing rsotiired rest rooms between the males and females. 5. Handicapped drinking fountain has been noted on Sheet 2.1A and detailed op Sheet 2.5 (Fire and Life Safety Plan) . Mr. Mark Burrows City of Tigard May 3, 1994 Page 2 6. The Oregon Energy Compliance form for the building envelope has been attached. Any compliance forms for the electrical and mechanical systems will be provided by the contractor designing the system. 7. Flammable or combustible liquids a► e not used in this facility. 8. There will not be any hazardous materials used in the lab area. 9. Medial gases are not used in this facility. 10. Draft stops have been noted on the roof framing plan, Sheet 2.4, with associated notes. 11 . Fire blocking requirements have been noted on Sheet 2.5 (Fire and Life Safety plan) , Note No. 3 under General Notes. 12. Truss design is by truss manufacturer. Shop drawings and calculations will be provided for review and approval by the City of Tigard. 13. Attic ventilation has been noted on Sheet 2.1, reflected soffit plan. 14. It is our interpretation of this code requirement that all interior areas of the building must be within 75 feet of an opening. In all locations we are able to access the interior of the building from an exterior opening within 75 feet. A 75 foot arc was described from all opposite or adjacent walls meeting the required opening requirement and all areas appear accessible to accommodate fire fighting personnel and for fire suppression and rescue. 15. Special inspection requirements have been noted on 0.2 under General Notes. 16. A pre-construction meeting requirement has been noted on Sheet 0.2, General Notes. 17. A curb ramp detail for handicapped access from the parking lot has been noted on Sheet 1. 1, Detail C. The rear handicapped parking space was originally intended for the future office/tenant space at the north end of the building. Alternate No. 1 has been selected; therefore this handicapped parking space is no longer required. The ramp, as noted on the drawings, will remain and have a running slope not exceeding one vertical and twelve horizontal . The intent here is that if any future additions are constructed that with minor modifications this ramp will meet the handicapped ramp requirements. Mr. Mark Burrows City of Tigard May 3, 1994 Page 3 18. The signage detail has been provided on Sheet 1.1, Detail A. 19. An accessible route from the building to the public right-of-way has been noted on Sheet 1. 1 and Detail C on Sheet I.I. 20. Accessible parking spaces have been revised, see Sheet I .I. 21. This note has been added to Sheet 2.5 (Fire and Life Safety Plan). See note No. 2 under General Notes. 23. Sheet 2. 1A. prepared by Nicoli Engineering notes the required strike distances. Door #F has been removed. 24. See Sheet 2. tA for revised strike edge distances. 25. See Sheet 2.5, Note No. 3, under exterior doors. All doors shall have lever hardware. Refer to Sheet 2.1A, door schedule. 26. Compaction report requirements have been noted on General Notes, Sheet 0.2. 27. Suspended ceiling has been omitted. Refer to Sheet 2.5 (Fire and Life Safety Plan) for ceiling notes. 28. This note has been added to the interior and exterior door notes, Sheet 2.5 (Fire and Life Safety Plan). 29. See Sheet 2.1A for revised floor plan and door schedule, and Sheet 2.5 for one hour corridor locations and related notes. 30. All relites, windows, and glass walls have been omitted. See floor plan on Sheet 2.IA. 31. See Sheet 2.5 for exit sign locations. 32. The appropriate door swings have been noted on Sheet 2. 1A. 33. Fire damper note has been noted on Sheet 2.5, Note No. 4, under ceiling notes. 34. Wall and ceiling construction types have been noted on Sheet 2.5 under wall and ceiling notes. 35. See door schedule on Sheet 2.1A for west exit door. Mr. Mark Burrows City of Tigard May 3, 1994 Page 4 36. Structural calculations have been submitted. 37. Since alternate No. 1 has been selected. the finish floor of the building can now be lowered. See Sheet I.I. By lowering the building our intent was to minimize the amount of fill required. The amount of volume of cut is approximately 65 cubic yards and the amounc of fill is approximately 43 cubic yards. 38. Existing contour lines and elevations, and proposed grades have been noted on Sheet I .I. If you have any questions or comments please contact myself or Mr. Jim Nicoli. Sincerely, James D. Andrews Project Manager JDA:mlh A May 3, 1994 Jim Nicoli CITY OF TIGARD Nicoli Engineering OREGON 9025 SW Center Street Tigard, OR 97223 Project: Tigard Vision Center- Plan Check #4-25C 9169 SW Burnham Street Subject: Building Plan Review- structural ( 1991 UBC with Oregon Amendments) The plar:s for this project were reviewed for conformity with applicable codes . Please submit the following items for completion of the plan review process at your earliest convenience: 1. Submit details and design calculations for rigid frames . 2. It appears that the calculations were done for alternate No. 1. 3. Drag strut should be provided parallel to rigid frames. 4 . Fully specify and detail the attachment of the brick veneer to the structure. What type of anchors will be used? 5. Call out welds for column caps at details D and H on sheet 2 . 2 . 6 . Call out weld for the 4" X 4" plate to the cap plate at. detail B sheet 2.2 . 7. What is the ICBO number and embedment for the 1/2" hilti kwik-bolt II at detail B on sheet 2.2 . 8. Why is a drag strut nrt provided across the rectangular portion of the building, 90 degrees to the proposed drag strut? 9. The ST6236 strap tie nt detail F' on sheet 2.3 to be at least as thi.ch as the 1/8" weld. 10. The following concerns are applicable to the carrier truss on sheet 2.4 which runs east and west: a. boundary nailing at the roof (two rows)? b. nailing to truss members, especially the bottom chord? c. will truss be designed as a box member? 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 - Please contact David Scott, P.E. to discuss the structural concerns listed above. Please make these corrections on the appropriate pages of the ` drawings and resubmit 3 copies of each page to the City of Tigard for review. This plan review does not include structural, electrical or plumbing plan reviews. Electrical. concerns can be directed to Washington County at 640-3470 and plumbing concerns to Mike Sheehan at the City of Tigard at 639-4171 extension 312. If you have any questions or concerns, please do not hesitate to call . Sincerely, Mark Burrows Plans Examiner FAX ( 503) 684-7297 mblpcl4-2SA.dnc i TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT • 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076 • (503) 526-2469• FAX 526-2538 May 2, 1994 Nicoli Engineering 9025 S.W. Center Tigard, Oregon 97223 Re: Tigard Vision Center 9169 S.W. Burnham 6089B-403-000 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1991 editions of the Uniform Fire Code (UFC) and those sections of the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC.) specifically referencing the fire department, and other local _ordinances and regulations. Fire department access is adequate as determined by this office. Fire hydrants are required within 250 feet of all portions of the building. This distance .shall be measured around the outside of the building and along access roadways. This Plates Examiner finds that the existing fil-e hydrant shown on the site plans far exceeds the 250 foot allowable dimension, therefore, I would suggest pursuing one of two things. One would be to provide automatic sprinkler protection throughout the building which would allow the extension of the above noted distance to 5LO feet and the other would be to secure a deed recorded easement in Wyatt Fire Protection access roadway. Said description would need to be reviewed and approved by this department . If I can be of any further assistance to you, please feel free to contact me at .526-2502 . Sincerely, Gene Birchill, DFM Plans Examiner GB:kw / cc: City of Tigard Building Department "li'orkinif"Smoke Detectors Save Lives April 21, 1994 CITY OF TIGARD Jim Nicoli OREGON Nicoli Engineering 9025 SW Center Street Tigard, OR 97223 Project: Tigard vision Center- Plan Check #t4-25C 9169 SW Burnham Street Subject: Building Plan Review ( 1991 USC with Oregon Amendments) The plans for this project were reviewed for conformity with applicable codes. Please submit the following items for completion of the plan review process at your earliest convenience: 1. Provide an Oregon licensed architect or engineers stamp for each sheet of the plans (section 302(b) ) . 2 . Submit complete mechanical and plumbing plans for review. 3. Submit complete handicapped details for the rest rooms. 4 . Table 5-E requires two water closets and two lavatories minimum. The .required number of sanitary fixtures shall, be equally divided between males and females (section 510(a) ) , This requirement constitutes the provision for both mens and womens rest rooms which are accessible. 5. Provide a drinking fountain per Table 5-E, Section 3108(d) l and figure 27 of Chapter 31 . 6 . Submit. the Oregon energy compliance form for review. 7 . Storage and use of flammable and combustible liquids shall be in accordance with the Fire Code (section 708) . 8. Laboratories and vocational shops in buildings used for educational purposes and similar areas containing hazardous materials shall be separated from each other and other portions of the building by not less than a one-hour fire-resistive occupancy separation. When the quantities of hazardous materials In such uses do not exceed those listed in Table No. 9-A or 9-B, the requirements of Sections 905 and 908 shall apply. When the quantities of hazardous materials In such uses exceed those allowed by Table No. 9-A or 9-B, the use shall be classified as the appropriate Group H Occupancy. Please submit a list and quantities of hazardous materials for review. Occupants in laboratories having an area in 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 -- excess of 200 square feet shall have access to at least two exits from the room and all portions of the room shall be within 75 feet of an exit (section 702(c) 3) . 9 . Medical gas systems shall be installed and maintained in accordance with the Fire Code. Will any medical gas be used within the building? 10. Draft stops shall be installed in attics, mansards, overhangs, false fronts set out from walls and similar concealed spaces of buildings having uses other than dwellings or hotels so that the area between draft stops does not exceed 3000 square feet and the greatest horizontal dimension does not exceed 60 feet (section 2516( f)4B( iii) ) . 11 . Provide fireblockirq per 2516( f) 1, 2 . 12 . Submit truss designs for review. 13. Provide attic ventilation per Section 3205(c) . 14 . In every story or basement of all buildings when the floor area exceeds 1500 square feet and there is not provided at leRst 20 square feet of opening entirely above the adjoining ground level in each 50 lineal feet or fraction thereof of exterior wall in the story or basement on at least one side of the building. Openings shall have a minimum dimension of not less than 30 inches. When openings in a story are provided on only one side and the opposite wall of such story is more than 75 feet from such openings, the story shall be provided with an approved automatic sprinkler system, or openings as specified above shall be provided on at least two sides of an exterior wall. of the story (section 3802(a) l) . 15. The following special inspections will be required pursua^_:, to section 306: 1. concrete; 2 . welding; and 3. R*ructural masonry. 16. A pre-construction meeting will be required to discuss the following applicable items, as well as any other areas of concern or interest: a. erosion control b. grading requirements C . special inspections At your earliest convenience, please complete the attached forms and return to the Building Division. 17. Provide curb ramp details for handicapped access from the accessible parking access aisles to the exterior door landings/patio in compliance with Chapter_ 31 . 18 . One in eight accessible parking spaces, but not less than one, shall be served by an access aisle 96 inches wide minimum and shall be designated van accessible (Table 31- A, figure 9, and section 3104(g) 2B) . Please submit a signage detail for the van accessible spaces. 19 . Provide an accessible route from the building entry to the public right-of-way. The boundary between the areas shall be defined by a marked crossing having a continuous, detectable warning not less than 36 inches wide, complying with Section 3109( f) (sections 3103(a) and (b)3B) . 20. Accessible parking spaces shall be no less than 108 inches wide (section 3104(g)2) . 21 . Controls, operating mechanisms and hardware, including switches that control lighting and ventilation and electrical convenience outlets, in accessible spaces, along accessible routes, or as parts of accessible elements shall. comply with Section 3109(c) . 22 . Handles, pulls, latches, locks and other operating devices on doors, windows, cabinets, plumbing fixtures and storage facilities shall have lever or other shape permitting operation by wrist or arm pressure and not requiring right grasping, pinching or twisting to operate. The force required to activate such equipment shall be not greater than 5 pounds-force. (section 3109(c) 1) . 23 . When a person opens a door towards themselves, an 18 inch strike edge minimum at the wall is required (section 3109(h) 3, Figure 25(a) , and Table 31-F) . See door No. F and door D between rooms 129 and 130. 24 . Doors to room 117 and 123 and door F to have a minimum of a 12 inch strike edge wall on the corridor side (section 3109(1) 3, Figure 25(a) , and Table 31.--F) . 25. Rey-locking hardware may be used on the main exit only, if there is a readily visible, durable sign on or adjacent to the door stating, "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" (section 3304(c) exception) . Interior doors to have lever hardware. 26. All fills to be compacted to a minimum of 90% or per engineers specifications, whichever is greater. Compaction reports shall be submitted to the Building Division. 27. Submit- a typical installation detail of the suspended ceiling for seismic zone 3. 28 . The floor or landing shall not be more than 1/2 inch lower than the threshold to the doorway (section 3304 ( 1) ) . 29 . The entire length of corridor walls to be one-hour fire- rated (tunnel system- 5/8 type X gypsum board on each side) . All doors to be 20 minute fire-rated, self- closing with smoke g6skets, Exit corridors shall not be interrupted by intervening .toms or have dead ends which exceed 20 feet in length (section 3305) . 30. Relites located in walls of one-hour fire-rated corridors shall be listed and labeled with a fire protection rating of at least 3/4 hour in accordance with Section 4306(1) (section 3305(h)2) . 31. When two or more exits are required from a room or area, exit signs shall be installed at the required exits from the room or area and where otherwise necessary to clearly indicate the direction of egress (section 3314(a) ) . 32 . All exit doors from the building shall swing in the direction of egress (out) , as the occupant load for the building is greater than 50 (section 3304(b) ) . 33. Fire dampers complying with the requirements of UBC Standard No. 4307 shall be installed and be readily accessible for servicing in the following location: 1 . Duct penetrations through protective elements of fire-rated corridor walls. 34 . Submit details for the one-hour fire-.rated corridor and other interior wall types . 35. What door number, type, hardware, etc. is proposed for the west exit door? 36 . Submit structural calculations in conformance with seismic zone 3 for review. 37 . What is the volume of cut and the volume of fill in cubic yards? 38. Show existing contour lines and elevations on the grading plan. ]Tease make these corrections on the appropriate pageu of the drawings and resubmit 3 copies of each page to the City of Tigard for review. This plan review does not include structural, electrical or plumbing plan reviews. Electrical concerns can be directed to Washington County at 640-3470 and plumbing concerns to Mike Sheehan at the City of Tigard at 639-4171 extension 312 . If you have any questions or concerns, please do not hesitate to call . Sincerely, Mark Burrows Plans Examiner FAX (503) 684-7297 nb/pc14-25.doc April 18, 1994 Nicoli Engineering (OREGON TIG�D 9025 SW Center St. Tigard, OR 97223 TRAFFIC IMPACT FEE FOR TIGARD VISION, 9169 SW BUItNH A _/ Dear Applicant, Enclosed with this letter you will find a calculation sheet showing the computation that has been performed to determine the amount of the Traffic Impact Fee (TIF) to be paid for the project noted above. The amount of the TIF is $16,843.00 You have three payment options available to you. The first is to pay the TIF at the time you are issued a building permit. The second is to arrange for payment, over time by signing a promissory note (if you wish to exercise this second option please contact me for additional details). The third option is to defer payment until occupancy. If you choose the third option, the fee is subject to an annual increase if not paid prior to July 1, 1994. Please note that you may appeal the discretionary decisions made in determining the appropriate category and the amount of the fee based on that category. A notice of appeal must be received by the City Recorder no later than 3:30 p.m. on April 28, 1-994 and must be accompanied by the $625.00 appeal fee required by Washington County. Although filed with the City Recorder, an appeal would be heard by the Washington County Hearings Officer. If you have any questions, or if I can be of further service, please contact me at 639- 4171 ext. 390. Sincerely, erree Gaynor -Permits Specialist c: TIF filo "OMAN ft fired R:Ah,Owner 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2712 �u- 6 � DATE: PLANS CHEl:,K NO.: PROJECT TITLE: COUNTYWIDE TRAFFIC IMPACT FEE APPLICANT: WORKSHEET r' •—/ �a (FOR NON-SMAILING ADDRESS: INGLF;FAMILY USES) G'G"�5- � (I'lt-y, 7`/ Z:-,r CITY/?IP/PHONE: RATE PER --Ly �i G»-L1 . �� LAND USE CATEGORY TRIP TAX VJkP NO.: RESIDENTIAL $152.00 2.5 --Z� ��5' - S 3 U U BUSINESS AND COMMERCIAL38.00 SITUS NO ADDRESS:0ERGE $140.00 , _ N 'I ,IAL 147.00 INSTITUTIONAL $63.00 PAYMENT METHOD: GASH/CHECK CREDIT INSTITUTIONAL ONLY: BANCROFT TROMITSORY NO LAND USE GTEGORYDESCRIPTION OF USE EKLIAY Avri TRIP RA WEEKEN)AVE TRIP RATE DEFER TO OCCUPANCY L) BASIS:��/�«.► � ��a=�S C C��SfYu��cM ��-� G�..- `�G 5 7 CALCULATIONS: TGs X T�1r r �� . ly(� = Tl k_:-- 0,5- _Ds 7 o?3 , 7 x 's�'yc> = �/ !v, y�2 , fr L _ 4 /4, lc' PROJECT TRIP GENERATION: A'. � , 0 U ADDMONAL NOTES: FOR ACCOUNTING PURPOSES ONLY: ROAD AMT.', r/ d e— -4/`5 5 z 3 TRANSIT T.: PRfP FD By: ' v CC: wASMNGTON COUNTY i TIF NOTEBOOK ( / form t f 10 Commercial Building_Permit A I� ication City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 Jobslte Address: Office Use Only. Tenant: T t671.42 D V 6.4 OM _ Suite # U Planck/Rec Valuation: Owner: Ab M I T tt & TL# K ` ' i0dress: 1'2-g26 IovaiB ate wired Phone: Engin ., 1 ��.e L L- Other-77 /contractor: !TC Address: Type of const: _ Oocupancy class: Phone: _ � Sprinklered? Yes No Contractor's License #� �� 1 ��-I (attach copy of current Oregon license) Sq. ft. of project: Story(t st, 2nd, etc.) Architect/Englneer: O I G bt,-1 Proposed use: Address: q 0 2 C�, W C- N T-F►�°- Previous use: (t1,619 C� c`�Cz c 1"7 2 2 3 Note: Plumbing & mechanical pians must be submitted at time of Phone: _ (ce 2 buAding permit application. r�r, COMMENTS: Applicant Signature & Phone number s �� Received by: Date Received: Permit # Account Description Amount Amt. Pd. Bal. Due Bldg. Permit (BUILD) Plumb. Permit (PLUMB) Mech. Permit (MECH) Slate Tax (TAX) +, /5.65' Bldg: Plumb: Mech: Plan Check (PLANCK) ay•�� Bldg: --_- Plumb: Mech Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Storm Drainage Chg (SDSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) _ Institutional TIF (TIF-IS) Office 11F (TIF-0) _ Water Quality Water Ouantlty (WOUANT),W,;n:a Fire District (FIRE) TOTALS: �� ,j� • �l� N N Commercial Building Permit Application City.of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 Jobslte Address: IZ6 1 4,L) 4iCJ12I XA, Tenant:21�:,A P Q )J K,I D I`I Suite# Office Use only Valuation: n iYZ'2'~ C. b►vh- "— Owner: VVAOCom, Address: 12`12 gpprdvhls R . ulred _i ILOAL r7 _cns _ Planning :, -�» •�• Phone: `i c-5 Enginee C A. r- k r c Other L-6ntractor: Address: Type chtrist: Oocupancy class: ? ' �• Phone: Sprinklered? Yes ) Contractor's License li `/ _ _ (attach copy of current Oregon license) Sq. ft. of project: toy ) Sig (1 , 2nd, etc. Archltect/Englneer:_ f I C/, I N U 1 N L E Czl N 6, Proposed use: V!J I Address: 9J: �>.i",(. G F,NTL kZ Previous use: bigm geimp _ �TI 61t zt.) 6)tz -12.2 >5 Note: Plumbing & mechanical plans -� must be submitted at time of Phone: ^'Z U - '2 UpjLe building permit application. COMMENTS: % ie 1,2z' / y Applicant Signatu & Phone number Received b Y� Date Received: J Permit # Account Description Amount Anil. Pd. Bal. Due I � l'� 0 c;S Bldg. Permit (BUILD) _ U Plumb. Permit (PLUMB) Mech. Permit (MECH) State Tax (TAY.) Bldg: Plumb: Mech: Plan Chr..:k (PLANCK) 5_ s Bldg: _ Plumb: Mech: Sewer Connection (SWUSA) Sewer !;,,pection (SWIR:SP) _ y��66 Warks Dev Charge (PKSDC) Storm Drainage Chg (SDSDC) Do ' Residential TIF (TIF-R) eo Mass Trarasrt TIF (TIF-MT) _� � Commercial TIF (TIF-C) _ Industrial TIF (TIF-1) _ Institutional TIF (TIF-IS) Office TIF (TIF-0) Water Quality (WQUAL) Water Quantity (WOUMT) _ _._.r.- Fire District (FIRE) _ TOTALS: �._._.._... '�'6 L 6-62-2- • CITY OF TIUARD RF:CF'IVI*T' OF' 1"AM-1-11 HFrF: ,t.r,#-1 W. x':14. r".51F. 43 CIAF CA AMOUN f a 850.20 E, a NTCOLT FMOINKPAINO CPS'll APIOUNT a 0. 00 PDRIF PAYPR-NT DAYT t 04/1-3/94 S't J 1.11)1 V 1'. 10 N 'URC4.114F. OF PAYIIF.N'T 0110UNI PIATD PURPOSK. OF PAYMENT AMOUNT PAID .»...._._...._..._...._......_..._......._..... ILON CHECK FF Ro 1.69 4W BURNI-1011 '01 AI. (INCIONT P011) 850.PO Form 3a PRESCRIPTIVE PATH FOR ZONE la Bv.11ding Area 1. Above-Grade Wall Area(gross 112) 50 S 1 4• Roof Area(gross ft2) "See Figure 3A - - for climate 2. Window Aren(ft') 2'40 5. Skylight Area(1`112) N A zones. 3• Percent Window to Wall Area. a 8• Percent Skylight to Rool Area. Divide I µLP Dlvide line 2 by line 1 �O line 5 by line 4. Must be less than 3% Above Ground Component Compliance Package Proposed Walls A 0 C 0 E F G Values" n Max. 9% 17% 18% 21% 27% 37% 48/o° Percent window Porcentt' to wall area (line 3) Max. Single Double Single - Double '- " ax. SC limit WindOwa U-value Glazed Glazed Glazed 0.50 Glazed 0.80 0.50 MbeL. applies to cooled-buildings Max. No No No only. SCC Limit Limit 0.80 0.50 Limit 0.80 OAU ().1190 dTo ralc.Wale the Above-Grade Max. 11 value of flipWells !) value 0.20 0.20 0.10 0.20 0.10 0.10 0.10 0. Ou t walls,use Worksheet 3A. 7, Does design meet target?Enter the package letter(A-G)If all components o1 the values of the proposed building meet the criteria.Otherwise use Form 3b. Roof, Floor, _. Pro osed and Below- Component Standard U�or R Grade Walls - --- --- - - -- Roof Max. U-value lap to 3 percent Skylight° 0.059 "Skylight shall be Without Skylight 0.077 G• 3 doublc glared ""'--- -_-------- with a min. Min.R-value of Unhealed Slab 4.5 ace. 1'4-inch airs Slab-on-grade Floor p the Insulation Heated Slab 5.8 r To caiculnlo the Floor Over roof and floor Unhealed Space Max. U-value 0.077 U-Value,use _ Worksheet 3b ----- Below- -- and 3c Grade Wells Min. R-value of'he Insulation 5 µ S. Does design meet target?Enter the'•Y••If all components of the values of the proposed building meet the criteria.Otherwise try Form 3b. ! Envelope 9. The perimeter Insulation for the slab-on-grade floor shall extend downward from 6"ORT O-S)IDIV-1 140 !'o Enter the the top of the slab for a minimum distance of 24 Inches. See Section 5303(d). loft`rA l t. A/24_ refereare to plans 10. The Insulation for the below-ground wall shall extend the full height of the wall to and show/icnflons that shows the top of the lowest floor or 10 feat below grade whatever is less. M' compllaore will; 11. Manufactured doors and windows are certified according to ASTM E 283 for the requirements 8f'_L'r 0.3 blv• e, N Tits 0.37 cfm per fool of window sash crack and 11 cfm per fool of door crack. 12.. On the warm side(winter)of the Insulation for the walls,roof and floor,Install aC1iV. I N Teo vapor barrier with a perm rating of one or less. See Section 5303(9. blIEET �.3� l"P') Forms 3-1 Worksheet 3a (cotil'd) WALL UNALUn Brick on -- (al Ib) (c) (d) Stud Wall Layer Description Detail R-value See Table 3c for Exterior Moving R Values of air - _-_ - Surface AH 0.17 spaces. --- See Table 3b ror A Brick 0 8 R Values of brick, -- --- -- — - sheathing and • - B Air . 9 gypsum wallboard. _-__ Space _ See Table 3a for - C Sheathing &Z R Values of --- -- -framing Insulation. • __- _ D - Framing/ 14.O� Insulation T E Gypsum \ Wallboard . 4-5 — Interior Still 0.88 Surface Air. 1. Total column(d) 2. U-value. Invert the amount In line 1 Q(0 Plywood �dl— Sldingg On La er Descr! tion Detail R-value Stud Wall y p -- _ Exterior Moving - — See Table 3b for - - _ 0.17 Surface Air R-Values of plywood siding. -- - -- A Plywood sheathing and T -� gypsum wallboard - - 8 Felt See Table 3a for - - -- ------- R-Values of --- ---- - - - C Sheathing framing/insulation. • - D - Framing/ - Insulation - --- E Gypsum Wallboard Still 0.88 Surface Air. 1, Total column(d) 2. U-value.Invert the amount In line 1 3-12 Chapter 3- Bullding Envelope t„�,l Work9hrd 3b (co-C-1) ROOF UNALUES 3enerle - - - la) Ib) I0f Idl - - Roof �.� Layer Description Detail R•value See table 3c for Exterior fhOvl r16� e erforVirtua d Surface _0 11s O r exterior and - inferior surfArps. A T!La .94n See Table 3r,for ROMs 0 .94- r? Values ofair 6 So -- 'parrs. - I"Is UT _ 0, 04 !¢N See Table 3h for rLT W0 n-Values of -- bulldbrg maledals \ 1 Ru 1;i/_ _ __ ° R•So 3D See Table 3A forf? ValuesValues of metal and wood stud fn;;ulallon And Interior �prlw O.6108metal truss/ Surface 0411111. 1. Total column(d) 2. U-value. Invert the amoftnt in tine 1 U.0 f,m,t Worksheets 3.15 v 4 wool 7:11 i , f31: ,l^f4 L49 10 E:1 st Ow 10 ' r I .- d,U �iterf / __ ��I.a.w11�fiS r t�lt�-•' co rl- o✓ l S ff - I CVII At Job t•1�9dr,.Su._ S � � M��! r{ LA -T. TIGiAKV 107 9 SW Burnham Street 1 of 8 08/20/96 ililili � ili ,ilillllil ;iiillli 1 Illllll�lllll 1 Illllli�illl�ll ►IIIII►Illlll I IIIIIIt� II►II I illllli �i�lli i lllllll�Ilill I JilllIl1�IlIl1 1 IIIIIII�IIIIIII 1 Illll�►I►llll IIIIIII�IIII11 INCH ( MADE IN CHINA 3 � IIlIII I1 rm11111111111111i111IllIll1111IIIll,I11111111I►n� llllllllllllllllll�lululllllnllllllllllllllllll►!I!llllllillllulullIII!!IllllllllllillillllllllllllllllIIIIIIIIIIIlIIIIllillllllllllllllllllll lIIIIlIIIIIIIIIIII t Ilnlllunlllll�Illlliullnl�►nlllulllul111n1111nInul�lnin�,►II 1 - - 5 0 M w/ S • L•t ILA'' �� t !.f' f2 �� I hr•�1 Cly � �� ' •�. r{� Construction ervlcesnc. - -�•�•�w.�.� ,,,,,-„�„�t,,,�, „! 9015 S.W. Center Street P.Q, Box ?'1784 _.__._ �:�-�:x.�: .::�.L-•....�.� - _ ,_. G �� .�• , , r � { Tigard, Oregon 91223 ys N xg�°' `� Phone: (503; 620--208 frs {9r t N tit FAX: (503) 684 .3636 I i Ff U "10V r '' � ' � _�•a r>.,M P, f e r•+, -0' Y® 01/4" t�KIVaWA1' rfgV �2 - _ r'hRK I�i fA h. F •. _ ... ! - r ► 1 wr :o ----_ t I j�, 1h t'RDY''l�li' ITU 1 h • l� I tt`;� r�OF ,( a W (A 1,.koe-ID I �,� E �l e Ir i '�P,e� 'v r�Jt1rKU TIG 11.13 r �ti ;�,h;(� ► `�' •—_ II �stt !�!• LO&'T� �h !°�': I _ 4 _ �.r lam. —, y „ __._ .,-._ soN �+KlhTlNvl � iu / �Z WALL • • rri p�'•'J`/IOtr I TO l (M/-X , i GA'l�ri b�s�lht � - _ �J4" Nh !L .s I { r (�) hI.OF'i'r PknM tifv.I v,9 I I _� �^ wl c�l�►Ja.3 T'D E I L+ MES h NSG i HC I l SIGN � �.�,, -- - - A ' + (2)P4CY4A PAQ141H!A p .SKS► ' • 1 I , MMWAM STWET ------ — — F'Rovlt?te 1� To I / ( c - t-1 Ar• P)1, )P� / 1h El - rk'-�t1 NI�W '0 , Sr.l•',,I• 414"11 ♦16 . 51 F r x PROJECT _ _- 154 NORTW EROSION CONTROL PLAN REVISIONS: I'rD4.'5'2 1 s� ' 'J - --- I' 411 REFER TO SHEET S.I.-5 FOR EROSION CONTROL DETAILS AND NOTESi ,,e '24'.0 '� ' vltiv 15240 �K - nn-,PLA� - / i r,e 1 2.10' I aLk 41 T FS a & !-fix w^ NSU 5 SPACES a 9'•0' 45'-0' 1,- 9'-0' a.- ' 9'•0” #-D 4 SPACES S9'-0' � 36'-0" _ 8'•b' 'J'-3" v�►�� F'lt-j�T�t7 5Tr+•1 „rs<� 1111 p,4 152 1=205 r� R�,G��I 1•�. ROU TR F?r;+li�iD�Y .n tandard_ Notesfor Sgdjm4nt 'encu 5 op it?I,4"1' 1 SPACES • 9'•©" SP,4 @ 9'-0' to 45'-0` d'-b" _ -_ —_ -- - ;hem The filter fabric shall be purchased in a continuous roll cut to the length of X51' '51� 3' 0" PROJECT:barrier avoid use of joints. When joints are necessary, filter cloth shall 1 _ - be spliced together only at a support post, with a minimum 6-inch overlap, and both ends securely fastened to the post. 7r r i Gr A IR D �:S'41N^ltE (Nor P"r DvrH^} t'El�r" • The filter fabric fence shall be installed to follow the contours where ,� ; , 7+ --GONGk F,r ni,, 10ta._ie- 3-o II/;,Q '1 42f PTI.• h r' t' _I GA!'� NC pAIz feasible. The fence posts shall be spaced a maximum of 6 feet apart and -------• _ � V driven securely into the ground a minimum of 30 inches. -' -� ~� r _ to A trench shall be excavated, roughly 8 inches wade by 12 inches deep, ,-� - I`' ",',y,;p.l�rEs O.p•p1 ..,9/ti�^,�, �p f1 G. �' r ___ � ' C 1`**Z 1 E R upslope and adjacent to the wood post to allow the filter fabric to be buried• a i'e� ' 'Y grAyrJ�r{.I:;r GDr��IrzP a, •t.�,��k- „W) -old �� `- t*1(�:.: �.;�-�s•+ ).rG. Wf r� n'� • When standard strength filter fabric is used, a wire support fence shall be ``�' TIGARD , OREGONi fastened securely to the upslope side of the posts using heavy-duty wire _- -- s.c��. staples at Ieast 1 inch long, tie wire or hog rings. The wire shall extend into 5URN�, M STREET -” -' �" -- — ---- -- CLIENT: the trench a minimum of 4 inches and shall not extend more than 36 inches -��." - _ above the original ground surface. REFER To SWEET - •',; - ; AND STMPRO5 I BRADLEY SMITH & • The standard strength filter fabric shall be stapled or wired to the fence, and �'- - x rrA • �'�. EXtG FOE NYpIQ,4WT 20 inches of the fabric shall be extended into the trench. The fabric shall not - --..-. _.___-- extend more than 36 inches above the original ground surface. Filter fabric � ---- -- � _..._..__.----:-��•.,._�...� � �--- ' " `-" , shall not be stapled to existing trees. - —___ JACK SMITH, 0A L. � 1Elrci rot.. , 0 • When extra-strength filter fabric and closer post spacing are used, the wire Date: - 7. 11 94 mesh support fence may be eliminated. In such a case, the filter fabric is -p �.�� , . �.�F'`'� ---- ( stapled or wired directly to the posts with all other provisions of the above Scale: AS SHOWN standard note for standard strength filter fabric applying. Drawn by. DO APPROVED FOR CONSTRUCTION Checked by. JDA • Sediment fences shall be removed when they have served their useful CITY OF TIGARD Job No.: 2218 purpose, but not before the upslope area has been permanently stabilized. A* - Drawing win�j_ t l`1a� —°l4 _._._9No : 2218GRAD Sediment fences shall be inspected by applicant/contractor immediately � rroRTW • repairs rainfall and at least dally during prolonged rainfall. Any required \`, SITE DEVELOPMENT / GRADING PLAN ,�.�� r - a^ SIVE p s shall be made immediately. _ aY _._ �1 I - �, ,`'•G iiHIrrc)p�D'ir�f,�� lga.3v DEVELOPMENT / . ,r- + , Y. GRAD11k, PLAN A1"tROhCN 'm aE � ;+'',F=--,� :-"__"`_W _.. � � I�.tKt? �"R4dlt OcGct>AV►� �G1 o'C71►-1 i 4 n 1'a 4. *Fl.l. ~ 'IIJ-I.111+9MTlJ �� T E GT A��►, -g '� W 109F "0. M ra G w ,:►� r'' + I to pR.nt:a. co occ�Ullr�.lc,Y . 9 !6 5 S.W. �" RURNHAM kJAP IH(� '�-7 rp,4HO IUNV�rrrl .ltiG � (� r1JU.IZ.) + la4.v� VR GaNO. GURtx $T. , , � '� MF.4•i �IG�FWht•k � F�'��t.!' a.0•W, 1 •�' _ ' I' CITY OF TIGARD rhIHTF r>(W4IrR) µ UNe7R T__._ - - rr_a%JIpc- V4"V , •[p0ap a41HTO *AP.H11:4 F 9169 SW Burnham • r __.__�._. Street K�M t2hNP t vtcpP=' 'ro 50 HOW 12= (M�++t) E ET OF: to ACCESSIBLE ROUTE DETAIL C11RRAMP DETAIL fir► �,,, , C r ilei 't 08/20/96 ,Illllllll�lllll�l� lllllllllll I IIIIIII�IIIII• I IIIII �IIIII�III IIIIIII�IIIII I Illlillllllll ( illlill �l �l �l t i � llill �lllll I Illllll�llll! I IIIIill�lllllll ( IIIIi�lllllli Illlljl�llllll l _ INCH I MADE 111 CHINA nl111111i11111i1i1�u111�u1_I11111i1111111111111111111111i111111111In11111iI11111i111111n1111111in1111i111111111111111111111111111111111111111111111111117111!111111IIll III 111IIIh1111111111111111111111111111nnI111111n1lnnlllnl1n1111111u11111n1n111nn1111111n11nnl;;11I111111it and Construction Services Inc. -. _. _ _ 19025 S.W, Center Street s P.O. Box 23784 i Tigard, Oregon 91223 GENERAL NOTES i 9 Phone: (503) 620-2086 t AX iU 6 - 36.16 (5 3) as . EROSION CONTROL I I Maintenance of the work area and approach roads is the 1 responsibility of the permit holder . The work area I - --- --- �I i and approach roads shall be maintained in a clean -, condition, free from obstructions and hazards . A copy I r ; of the permit holders Certificate of Insurance shall be available at the work area . I �" I 1 The spreading of mud or debris or storage of materials #0I NE I --- --- -- � , 1 � � 11,1 +or equipment of any kind upon any public roadway is 1 strictly prohibited and violation shall be cause for immediate cancellation of the permit . The City may at i I any time order immediate :.lean-up and stoppage of work to accomplish clean-up. � MES R. NSG Effective erosion control is required. Erosion control devices must be installed and maintained meeting the D .S .Q. requirements , The City may at an cIAm rtier :Ofroctive &ction and stoppage of work to � 1 - �--- -: � I - , BL74LN , ; sh effective or control 1 ,,. � _ Lt . �,�. a ALT.N Property disturbed by construction activity shall be 1 seeded with a standard grass mix; shrubs, flowers, barkdust, existing signs, pavement markings, mailboxes, etc . shal 1 be reestablished, reinstalled or / C,p, replaced, with like kind and material . Effective drainage control is required. Drainage shall be controlled within the work site and shall be so routed that adjacent private property, public property and the receiving system is not adversely ; � 1 impacted. The City may at any time order corrective ( / action and stoppage of work to accomplish effective ( '� / OR I r!,�IhH E%tOrW^ 5LP. drainage control , / u n M TRAFFIC CONTROL !i! / The City' s standard specification for traffic control i 1 1 �" :• 1 is "Manual on Uniform Traffic Control Devices For Streets and Highways", U. S . Dept . of Transportation, ,}ti b' PVC 13034) ___..W__.. GA. 6" PbG (334) �. F . H f - - .A. 19 8 8 Ed . � • r` ;,, � . .:- ;;j'''" ��`�� T r j j Traffic control shall be provided for by the r contractor in accordance with the City' s standard I specification and; also, in accordance with a City � ' ( jobs specific) a ti. p approved traffic control plan . A copy of the approved traffic control plan shall be available at the work area . Public roadway shall not be closed to traffic, at any time, without having first obtained written approval g 1 y a from the City Engineer . The permit holder is ! �, �� ' responsible fcr provision of timely notification of traffic flow disruptions to arra wide Emergency Services (Tigard Police Dept . , Tualatin Fire 6 Rescue) and to Tri---Met and Tigard School District . j 1 Advance warning of imminent traffic disruption shall i' / I I � I , II i �,_. � ;,rx� r� �Y,.-� ,��,,.� be provided to ~.he general motoring public by I I I Enlacement of an advance notification sign at each end of the construction area 72 hours (min . ) before �------ - -- -- _._�,_ G T' I � ARD initiation of construction work . ' ^ P�:.�• hNdtf�a r�,a.�,-Klrt��f S;aH Access to existing properties shall be maintained at \.. ii ,' .`i - 4 �1rU U �/ j O N all times, including normal delivery service and mail II ( __ service and if not, shall be cause for work stoppage �� until effective access is established . ---- Ir" ;,p '� �! PIP E FZ � � '� t.✓ 1 �J �r, NEV �r�ri !=W a Traffic control devices, flagpersons, etc . , shall be T ,�; �(A!"' (f",:: 4'- V. <*, . 15�d��lti� C 7 7TOkM +-awP -��- in place prior to initiation of construction work and 1�4'1.3y� . a1IRi71'� r , { ' ", "!� = i , TiGARD OREGON shall be effectively maintained, I•Ny, �U . 14; ;p � �,�,, +�,,I�u.85 ' - . j' ~N � S.w. ��:. B�IRNN,�i� + ST�2��T + _ ___ - - i * �r No work will be permitted during the hours of Mu-"a \`'.� �_. Er�StMG 8" � SANITARY SEWER LINE � '' ' darkness, nor between 9 : 00 p .m. to 7 : 00 a .m" , Monday _ through Friday nor between 9: 00 p.m" to 8 : 00 a .m, r = I��.• ` � � � � •�5 ? S f ``�� Saturday, nor between 9 : 00 P .m,� to 9 : 0Q a .m, Sunday. Ir,y' `"�14•; .�'wj EX15TNc: 15" � ! \ \ ` BRADLEY SMITH & / n 5 , i Minimum travel lane width shall be rWE;i,VrG -�� - W RIM = 154 MY M. - 144.1' feet; pedestrian travel shall also be provided for . � -------- --- y-_ __y` - ------- --•-- - - . {~ JACK SMITH, O.D The City reserves the right to add to or modify _ � �— � ! � , I � ; � i j j � I j � � traffic control requirements as may be necessary to effectively control traffic and to assure public safety . L!a�{T' � Date: 1-/ ,/94 Scale: Scale. AS SHOWN Drawn by. ULB INSPECTIONS / TESTING Checked by JDA Job No.: 2218 A sewer system air-test and (V. H. S . ) T .V. test report and one set of blueline "As-Huilts" (of either or both PROJECT browing No.: 22181 ACL the storm and sanitary sewer systems)hlthu. be required NORTH by the City for review and approv-al prior to ;- FACILITIES PLAN FACILITIES connection of any buildings to the sewer system. Before placementof the final lift of asphalt, the ��_,�,.,-t; V PLAN permit holder shall clean and have the City complete I, ; �'l�;' 1��tG�' t?+0/, k1;! _ "►" "�t= r=D , t"'.z rC"•. 'tiF a pre-acceptance video inspection of all new sewer A1� lines . The permit holder shall provide the City with30 !+ WG A/(.''IF !� t�ii '�!"� I��QT r "' 1' .-• T, ✓. E' C. '1j lLl`� days of notice for the video inspection . Any y,yy, deficiencies shall be repaired before placement of � '�G �' �KIL�r''"�� ''� r .__ � r �� ; �,. ' ►�� C,F�� final lift . {.�A r CJ i�:fit�%�!!`�� I Ir �'�r V�'r• rJ r�r!`rte � 4 , ~'"i rr' , �'r��E"E . 'r.:• !' ( :1 � ' `i fr yA !�),� A. iJ� i.;. �C{Ei� 're) Ti.�F',• .l- .:-+ I' f? /�rt�',rf �'A F'la�H J'1 E-,4.%!?.;'"� I"��' ♦�'�,,,•4 . , I_, ,✓,r ' �'f •, , . .ti �. -r1 t7 'f�' i- Jt.► 1 C,1. '''Es P;Iea ."-I. i ;="T F*5 PP-0'r- ,' [1 1�r ', ONLAnN CITY OF TIGARD P 0HrGF461i LJ 1�iIN , 'TMS �r , 'r U"' VI'"IE0, '!�E �;•:I��'I;+:r1 ►'U•UF.� WILL. NF �(,c�./�T�b t'�kk 'a '"E= . - C.�;�i1'/�Gi 9169 SW Burnham Street .I 1 M �.1!t:�K A M� e Gt fi 1•s. (p 2 D-- 5 q 4 3 - SHEE-f OF.. _ 3 of ; 1 * 2 08/20/96 llllill �lllllll 1�11111�11111 1 111111111111 � i�l�lll�lllllli lllllll�illll 1 111111111111 � lllllll �llili 1 I � 11111�111111! 111111111111 � �I111(1�11111�1 � Jl��l��lll�l� �I�I11.1�11111� ! INCH I MADE IN CHINA 41 VIII III IIIIIIIII{I�IIli III 111111 Ili llllllllll;ll Ill llllllllllllllultllllllll�IIIIIIIIIJIIIIIJI►IJ111!1111111111111111111111111J11l1111111lII1111111!111111lII111111!11111111111111lIIllltl�l�llllllllllllllllllllllllllNIIIIIIIIII11111111111I1111111111111111111N11111II!!IIIIIIIIIIIIIIIIIIIIIII111111111 �t 4 OLqj.. _. and Construction Services Inc. ti I, 1-k J017 0HIFp-lr�NGa Ip MIIlf.4 Iri -.0• W.) GdNT�tTI MIGHk�L AIrb�It��ON — b3-1- 4171 1 90.1.5 SA Center Street i P.O. Boz 23184 11 l ' Tigard, Oregon 97223 q-1-71 j '.s1- HRS; L,t.-;:wokrc S"-h(Q•T!N 4 h M Y '.�JQ rz K- I ti f��•�r{ ►�,�M ::o r R•E i T r , r Phone: (503) 620-2086 1 I 1 ,Er�t7�.�I ''M GONTt�D!.. �► T�hFF� '- GL'`JT'IstO � t�UC�1' � {= �VI ©rr- h 'p.ApGIr 14HT00L pL,�tl 6HAhl 4, et'IR.D`J!J I: r�' r*HF 61rr Pop- qE-vip-W AMD AIPP OVAL FAX: (5r)�) 684 3E,56 l ''R G 0 12 0 6b'pP-TINtA t Joiev- Iy 5%I12- "f HAM rsX A,A'JA,Te7R �h) 1"1uevT 60MPLY W/ :-49,6, 757.rQ*I rHre0UtaH *75-1, 57t ' S?cGA1'A,-r0 . *4 1 ► r aM,A!,l. MC?'!FY 4t,.� a *! I.ITY pr,��NIE dit LINE I DtATIOHCO "12 HC) reg MIN, t I`iIZ1,:79 TJ f^"SR OF W0P-14 p/�s1A,�� "'G� u?1L.I'r 1E-,e �anpl.L I�ro 4,9izP,R4rEtp p�f2Mlt N17l.G'5 Rg IlixnY,j,t;;V�� `' '�Fr►�i`:��. . I II I !_ IP�' ' r it � � � `rt''. � r ,, �, ,► � ot,«„ R NSG ' EXTC• ASPHALT ' DRIVEWAY r I I EXTRUDED CURB iL PATCH AS REOU(RED FOR /TRANSITION BETWEENASPHALT AND CONCRETE,PROYIDE TR4NSfT10N BTWN, 24'-4NEW AND E XTG. SIDEWALK �. IANDSCAPLED AREA -�EXISTING APPROAC'h _'� � '+D �1 � �. �, L'��1� F��.}�.(c.lryt I 1 •.. .._. ... Y (A•'' �— LANDSCAPED AREA--/ PlcDV; 1 1 rIDM t (;f� _e EXTG. SIDEWALK _ '�1..�h.� GREs NOS 4oM 1,2) f ] � A,'(/• - _ t - -- �(� NEW DRIVEW Y APPROACH I w j "-wt ..,_�. . _-.,,. _._ . . t_�. LANDSCAPING > I rk ,� _. E - riEw ALK j EXTG. I --}- v v I I ( CATCH BASIN 4 � �' � � .� . 1 ..� • EXTG. CATCH BASIN �` , > - TO BE REPLACED I CrTO BE REMOVED•-.� , :..; - --� _.. f .. W/ NEW MANHOLE3' _ _-- * ao }" � P ry r, � :. •��.__ 1�'-`�-___._ �� f (GC.P.r- I A • n �- + NEW C CH BASIN .; b I .K (. tL, J) `)� GUTTERIRB do gib. :S, #^ L� - ___ �� *moi. roL - '"a n �p I �. .S� EY';, �ATCW BASIN��+, - - '��`'EE'-��nrG ' ..'N oMr j1.2 _ P kJ J• NE4. i �Y ' a P ✓. /�� ;* �•� �' 0r>'99• 0 I �f �c r�eG J"-}` i .J — _... _____ — --_ — — Q-''�%'',ti n1 - _ — _�._'�c / `•1 /� V/ ._i_Y ..., ._`_ •._ ._ __ i/ 1 1(h�` S , --�•�• _�'— �*r.2...•—— �.'� \`!t1 - ------- -`-- ;'kt, Oq0 '�'�—P,.�\, —f -- ---_ v��-'0•� : �� j eI ! Kt�"'.��I_r..�.I_— .O. �EfX'TF-,Gt: PA-VE- M ENr`o / /CNII 16 u- TFA''��If 0N+ ^ 0+ ON !0 �y�Q Cj �j I I �r✓ '✓ f .n _ +EXTG. MANHOLE �� +X-17REEt ' ` EXTG. CURB & SIDEWALK 1 0 EXTG. MANHOLE "JFICTARD 0 73 EXTG. CATCH BAST • • __ ._ � -�.-' --------•—• -�-� CoQ• � , 1 EXTG, FIRE HYRANT �; � 1 *; rrE R _ `^...........� TIGARD , OREGON KEY - -----L----- --. __--___. . ______._..�_.._�____.L.. CLIENT: E.O.P. EDGE OF EXISTING PAVEMEI'T M3 P,A61!-I BRADLEY SMITH & T,0.P. TOP OF PAVEMENT pRdvgc,EJt F�^r�ir{ T.O.C. TOP OF CURB ; __i F. I��tINGt G.g. TD 6EM�''`� Ery T.O.G. TOP OF GUTTER T.O.S. TOP OF SIDEWALK 0 Xl�rlt}!,t MANHOWS JACK SMITH, O.D. i3O.C.B. TOP OF CATCH BASIN 000,00' EXISTING ELEVATION NEW ELEVATION Date: -� • ? . , I;� Scale: AS SHOWN Drawn by CDV _NOTE: Checked by: JDA I SEE SHEET FOR PROFILE AND CROSS SECTIONS Job No.: 2218 OF STREET AND SHEETS 5I.3+t4 FOR STANDARD DETAILS. Drawinq No.: 2218PLAN 2. ALL WORK eHAi-L COMPLY WITH CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS. STREET Id A.' Gb.'G}{ SSA-3!M 0 Z (G:�,-2) I"A 'H OFAIHA :•Ir� vCp� GJ IOM �� ,A,L, IMPROVEMENT PRc.iEr? PLAN STREET IMPROVEMENT PLAN- 9169 SW Burnham Street SHEE'l 4 of 8 i 08/20/96 �T�i � l �l � l�I �I�I I� t�l��il�I �I I I�I�I�III�I�i I t�l�l�lll�l�l�l I� I�I�I�I� I�I I I�I�I�i�l�l�l I I(I�Ij! �I�i�l I I�I�I�I �I�I�I I I�I �I�I�I�I�I I I; I�I�I�I�I�ICI I i�l(I�I�I�i(I I�I�i�l�l�l�l� � -- NCM I MADE IN CHINA 1Z 13 �IiI111111i11111i1iIfi11111111ii1+tJlllullllllnl! IIlIIIIniIII!InIIIIIIIIIIu IIIIIIIIIIIIIIIIIfIIIIIIIIIIIIIiIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIllllll'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!IIIIIIII IIIIIIIIIItIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!!��IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlI1111 I N � - _ T ,� d cj * u TDP O(~ EX 1��11 I`�(� f�'!�F•1 N i >„�+¢'a•= V . ............ . ........... .........._ .............. - '�" �r �r�r �T - T yf ,j ° v- .. .. ... ...._ ....... ....... ........ .. fi - - �; 04 : z .� ............. .. ......... ._... ........ ........... _ ...... ...... ......... 160 00 ,n CN �r ,.- ht dlP t P�r1 _, _ _ w -s u1 oL F� � and Construction Services Inc. 0 C14 Now �. .....� N 9025 S.W. Center Street f P.O. Boz 23184 v ¢ Ln " ''' . �' u► � '" �' �y ,,; , _ u, �� / ; Tigan', Oregon 9,29 1 - .. Phone.. 62 2086 :..... . •.....:... :....... ..,. . - . . ,r,.. :.. - Eax: (503) 684 3636 _.� .... ........ ..._....._ .. .__ ._�__ ua ............ ..... ........ / ��, _ ._ --150.00 � •�• �C r.��•• ---� :w ...r . .. .... r ; r+ [-145.00' -2+00 -1 +75 -1 +50 -1 +2s -1 +oo _ o�-, _ 1 __ _ ___ _ - -- __ _ _ _ � OF -r- r 1 r r f 40.00' -PR 5 0+�� -0+25 0+00 0+25 0+50 0#75 1 +00 1+25 1 +50 1 +75 2+00 2+ I � � I I I r-1 25 2+50 2+75 3+00 3+25 3+50 3+'75 4+00 OE 1 MEET IMPROVEMENT GO" � DMFS R. µ\G PROFILE VIEW _ l VEIN. SCALE: 1" Y ! QRIZ. S('ALF: 1" _ :'_0'GLJ j ^+ • 1 /�r� e' ' �� ..--___ _ ._ .� ___--.____--___ ..��._.._..—.__.. _-_ 30'-a' �.� f, ' �� -_- • '-F •�. .t ora I � KEY i -- - __ 30' T.O.S. I � '"'``— - '- I R'-0 22'-If I E.O.P. EDGE OF EXISTING PAVEMENT 11 -+ ,1= I MATCH ADJACENT _ .. _ - 51DEWALY. � •-��j T 0 C TOP OF CURB _ - - ' -�'_ NEW PAVEMENT y_-,__�_.__._..__.___ ..___. (NOTE: PATCH AS REO'D. 15i."�3 I __ S �� +. I1 --- -PJEW pA ' T.O.S. TOP OF SIDEWALK�} t'4___-"..__ _ FOR TRANSITION BTWN. z ! EMENT ASF'hALT AND CONC.) i T.O.C. _ EXSITING PAVEMENT 51DEWr�K `, it T,O.C.B. TOP OF CATCH E3A$I+, �IUEwALK k r-- �, �, TOS ,� I T.0 L. - 79 00_0.00' EXISTING ELEVATION :.URB BEYOND 151,3 Q,n Fn ZX + ( ( '+F EXSITING PAVEMENT ; EXSITING PAVEMENT- -' 1 c I � oJ o f a �nia oo b C) I CCL p-O NEW N �_ .. u7 �� o' LANDSCAPED AREA 1 I a Q ELEVATIOt'J tnldla I _ 4 l � per' ' 1l2 M A,� t °•GGA/,G'I+'111 U•?'a�'aL'1' iL.JAG�aj �. �" M �It SECTION AT 0+25 SE�CTION1. ke V-W- 7,� r�" � r r: . � A P a ��--� 'r AT 1+00 T10A ;-0 fraHDjA�G TA. 0 1 '4. bcf4O" MARK 157 E tkA 665 DI�►k ,W, ; r E•LL-V = 1�-7 .95 ' N Gash r t2 D C Il�tAf p 5TH M� i ' :sire f' I :-i �-fp.C4 6!,.SVr'IOM f5 ."'�� ( �: aHca�• /�1�: � 4• !°i;:�', . E ,� r+r��i+ i��t-1 i?'1�51':•�E�N NES+ ` �xtG� �r�1�M ��'�+� :.�t`IC A y rF'A!SEG E3El,OW , 22'_0» P(? (, i I. 8'-(11_ _ 22' 0" _ _ II o II' o ' ti a" p � pate „ t.•-- _ '_� __ I G- A 11-Z D NEW PA EMENT , I - 7 v Z'� _._ �. � { SIDEWALK 1S F IZ �' '" f�' f" —NEW P VEMENT -� [15,. � - VISION - - 1 TA,C. I``' I /, y '" P�4 V,7 I✓" I�G.�tin ( I ` ��I nlw � FkSITINC PAVEMENT T.O.S. �)EWALk `' • G n�-� 1`� � � c• �r � r a 0. LANDSCAPED AREA a 1 �:_ J �In .; �a a I / �(o -EXSITING PAVEMENT �ti 5=2,. l.• Ln:C? rE- r c� / c, � IANUSCAPED AREA- 1 !�I � 'r'Ia, � Gam . �A�y�!T;C'�I SME, 'rG�^ *' ',I ,.!'k1�!��{R' -, I ��a � E N T .� R , IL - a In sir_ L_ M" - - _ —_ I"�' 2?G .�-.. ,�. io , `'' S• �`'"Y G^ralM� Kkg-K Z)AM,A4igtV !'D�TION5 GF EXIGjr1'`� }zCht.'� _� _._. ._._ _� __ _- �--- _ ( �� :TNIra Exr[✓FIr OF �aT 'E�` IMF��:O SME ro). 'hF.f� P,gSA5 �.IGA� D , Q � FGOPV I C,�+AL.L f�� fel•-flAlf2.r-;� ! E14 C. 7Y OF 7! ,11A 9-0 ;>�r>a: Pa�rrMi~Mr I p I G1 a K t;gal�. r✓r�, ;." �I BJH �t 1' , R I?rA I rtO5 40 rtA W,. �o MAGE �` = EGr�lf:-1=t�� I„R '0 CoTf2SET' 0V5F_iA�', GHENT: t 4'_001 t - ( � BRADLEY SMITH �C SECTION AT 0+50 _---__-_-__---___--__ __- - SECTION AT 1+25 JACK SMITH O.D. L� Date: �j ! Scale: AS SHOWN Drawn by CDV 8'-0" 30,-0" a 1 '�' _.__------�_. � b No., 217 8 -r Checkeda 22'-0" 1 -00 ; 22 _ S 8' ., 2 1 22'-0 4 ' _ _. _� NEW PAVEMENT SIDEWALK 16T. .., J IZ -� : i,r+ 6" __ _ I ; PROFILE and T.0.s. i i w 151 1 _ _ NEW P VEMENT - --- -- -NEW PAVEMENT i T.O,C. � g _ , , . t"'w �IDEWAIk 151,'' '] I� ri 51.^3'' , 1, 1 �� : �. a -- EXSITING PAVEMENT T.0,5. I - ;IDEWALK 1Ji °" h IZ I --� t.O.C, T.O, I T.O,C. LAJ 2 I SECTIONS LANDSCAPEED .AREA- I / '' a o . a o 1 r �_ ;, �I \ G.D�G j G lb,le�►�'` o EXSITING PAVEMENT _ �Iq u,!'., `? �I o n LANDSCAPED AREA t;i.'��_'? o 4= a ��la: I jG;," , I of Q 0 h.G, r" Q `9 o e �n - , j' 1 0 �? ,ii, <, u� o o LANDSCAPED � J � o ci A;r 0.��:.�► ( W _.... G - 1 d + q G, . . ' .f S iL► _ _ _ _ _ - r- W 2y r W I __ a .�____ ► I� IW ARE )=[ s 1'0 W I~'` '� W 14'-Cr t I 14'-0„ # 14'- I - -- -� -- - - r f r: J4(,, l.i,, ,y. f �,,..__... _ __ ____'-C. - Cr � I Z-06Ar10 H e 43WL� � N g18g SVV Burnham Street SECTION AT 0+75 I o ECTION AT 1+50 �n �'. r' 5of8 rl Ip VEP y SECTION AT 1+75 -_ -_. _ SHEET 08/20/96 1� 1 � 1 �1 � 1�1 �1� 1 IJill�l�llljl I I�i�l�l�lll�I ; (�i�i��(li�i�i �l�lili�(lii� i'�lilili��lili ��lilii(�(�(�( i ( �ilili�ilili �I�lil�li��l�li t �lii�li��lil�� ►►I�(�lil�(r i��l��t��li,�� s INCH MADE IN CHINA14 _ `itllllflliffnlili(fil(ulff(fIn(ll(n(I�((�(Ilff( 1(((lil((i(nllfn(Ni(111(1( (((Ili(illll(illl((IIIIIIIf(Ilffl(I(Iflll(IfIIIIIII(IIIIIIIIIIIIIII►IIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIII!1I11lIIIIIIIIIIII(I a -- w. ------------- TYP MOTES - ON NQ f5 0AR RECESSED AREA - SEE DWG 1 f�F A I 1, 3/i' PREFORMED JOINT FILLER MATE NiAL TD D-104 FOR DETAILS ll hr ENGINEER ONLY IN CONE. PAVEMENT OR GUTTER u►NO EXTEND 8Y `r l THICKNESS OF CONCRETE. ENO THROUGH --_-.- TWO NO. 3 SEVEN NO. 3 BARS AT _6` OMC and Construc:tiUn Servicos Inc _ A _. CONST CATCH BASIN PER DETAIL, e11T wrTH OtMENSM 'W' TO ACCOMMODATE LARGES-t F4p[ DIA. SPECIFIER � CrjNrrRETE SHALL ATTAIN A MINIMUM COMPRESSIVE ~ _ y�c� r . IN t! DAYS- L_.__.__ ESSIVE STRENGTH OF M- J S.W. Center ,(reel + N.O. Box 2.3184 5000 !!5.1. ,. _. _.r .__ _ � -1 �4 c ro C. TYR �.._. _._. __J I T1900, Ore on 91223 IF APPROVED Illy ENGINEER, WALLS MAY BE ►OURE.D AGAINST UNDIMRBED EARTH, A - _ _ A 9 ! 2 3 x �`� I EXC[PT FOR THE TOP a , WHICH SHALL BE FORMED. S• BACKFILL SMALL BE COMPACTED TO 95% DENSITY THROUGHOUT. Phone: (JCS) 62G-1086 2 EDI/f X I/2"__,-, •nI STEPS ARE REQUIRED FDR DEPTH GREATER THAN FAX- SO EDGE FLAT BAR TYP. �^ �So. EDGE FLAT ®AR � - � �` A �E�ww t�iH BASINS IDP � WITHIN 1 FT, OF BOT TOM. (JOS) 684- 3ti,36 e 2 -B• !_- FILL2111 MATIlAiAt_ St1:E -- NOTE i, DMQ NO 0-101 _ INOT REBAR TO BE USED wit" RECESSED , r CURB INLET ONLY. SEE DWG. MU 0-IDs. - 2 �" T_YI! 5 x 2 �/2" x fid'1, 1�•TYPICAL OR AS �"' FOR FRANK DETAIL SEE DMIQ 11 D-02. { !/Is-V SLOPE OF PAVEMENT.- -S�ECIFIED BY ENGINEER FOR GRATE pE7A,L SEE pwp NO O.b3 SEE DRAWING NQ CS-304. TT _ Y.._._._._.___._._ SEE DWG NO, D-101 p ...-.._ ~ + _ .-. __ FOR SECTION 8-B B cA�. t %AN PLAN BOTM ENDS � x� �rLi ti , * w roan R M SECTION A A IIB n �, pt ztxrt of $UaBASE - (-FOR WAB PLACEMENT SEE DMK9 <! A -�-- - . O NQ CS-3M a DWG, N0. D•-10< CURB QR`. ON 60 MIN. G/ �4 --- ---.�_._- TOP OF PAVEMENT 9,� ? FS N� P L A N ---_ - (-�I y— R.THIS PIPE DIAMETER DETERMINES C 0 tT'MAX. W - SEE TABLE BELDMr. 1" 1O "I SE[ DRAWING NO. 0-100 FOR -6 W TYP. -J2 Y2 ►t.AM R SECTION A-A , 4'� WE IEP HOLE T Y P E 1/.-- i _ I.W. y .�'3/8"X 3" BOLT �r�, - ._.._ _ _. .. _ _ ...-� STANDARD _ 1 OVERSIZE I' - 1 lj "� 1' _� SECTION A -A L --__ T Y P E * a--- REQUIRES M_ A- PIPE10"MIAL LD. �� VARIABLE StANDARp t' 0 - 12 (SEE PROJECT 2 GRATES. d' W _ 6� I OVERSIZE 2' "--ZT• PLANS) f +M "STANDARD" AND 'UVE11517E" ARE WASHINGTON TYPE DIA. PIPE W. I.w. SECTION N B '-B FOR GRATE T TPE SEE DWE,. N0. O-103 COUNTY DESIGNATIONS. STANDARD -. 10"- 12•- I'. 31/4" � 1'- 1 T/a" , t REQUIRES TWO GRATES SEE _j NOTES OVERSIZE 19"-27" 2'• 4 3/4" �2'- 3 3/8" DRAWING NO 0-102. - — f f 6" *' STANDARD' B 'OVERSIZE" ARE -- J 1 NO SUMP ALLOWED. t REDUIRE3 Two GRATE] —�c- VI(ASHINGTON CO DESIGNATIONS. 2. BATTER OF 1/4" TO 1" TO '---^- # STAUDARD A OVERSIZE ARE WASH. CO. DESIGNATIONS �^ FACILITATE FORM REMOVAL WASHINGTON CUUNTY lle-�—?_'-41 ,,r26 WILL BE ALLOWED. , DEPARTMENT OF LAND U,�E G R A •T E WASHINGTON COUNTY SECTION A--A 3. TOP OF WEEP HOLE Ij AND TRANSPORTATION ^,=, -DEPARTMENTAT SUBGRAOE . OF LAND USE F R A M E WASHINGTON COUNTY __ �_ - ANO TRANSPORTATION ----r-- DATE CIVIL ENGINEEp DRAWN APWA No. DEPARTMENT OF LAND USE CATCH AL SEE WASHINGTON COUNTY I - -' - -- ---__ wAs>~t couNTY Na AND TRANSPORTATION BASIN oM .s o-►ol 1 REOSIGNS: Rth 6 s5 I- D . MOD) � — I O 3 DATE rv1L ENOINEI=R DRAWN AP�No. a owe. No. DEPARTMENT OF LAND USE CATCH 8 A S I NDS° SEE _ �7 -- wAsx couNTY IiQ o-►oA AND TRANSPORTATION Na D-101 �..._ —C ( MOD.) [�— I Q 2 ,.z' /I IIIE DRAWN APWA NO, a owo. Na. WASH, COUNTY NO- tlCc y G3 65 I—g ( MO D. — 10 I J ,r E DttNE I DRAWN APWA No. WASK COUNTY Na I-A ( MO p- ) D- 100 SEWER PIPE, !II[ AS S►[CIPT[p O �.,� / ; r ~-~� \ \ \ VARIES TO MATCH CURB TYPE T I I / , ft' AIRD O O 0I V I S I0 IN- r PLANT FABRICATED TEE FITTING � �_� � � •" Cpl•'" rt' ON SEWERS IB" AND SMALLER. ! BACKFILL 2 X 4 I .w S Z 0 O FIELD TAP ON EXISTING SEWERS / � A•MAINST PLUG To \ `M /ANO NEw SEWERS LARGER THAN PREVENT PLUG r / .' C, --- JEJA �- TE R THAN la". l I BL0IM IN B SECURE r_` // / ;' NORMAL SLOPE t� t x 4 IN PLACE WITH --�• / ` �\ I / i 00 PAVEMENT j �_~ -Z I G A R Q , OREGON TRr NCN BAticF111. _�. -- / f SEWER MAIN J 'O PLAN 1 C _ ON LATERAL GROUND EXTEND AT LEAST PLAN aN -� -J --V*A is An 1„ SANITARY 1j 4s� o CLIENt: me 1) 411 STORM 2�n u I Ir"ABt� SURFACE � SURFACE FINISHED �/ GROUT 1--- I Q SECTION 19 BRADLEY SMITH & GRADE __ ON A A 2•-!�/1 3• f SAA M---- N ---- r 4" CONCRETE EXTENSION RING, I r MINIMUM 4L OPE FOR " MTA L1_ AS REOUIREP TO BRING �---•-_._____-.� __ ..,_,__ 6" PIPE 0 010, FOR _ I MANHOLE COVER B FRAME TO �' I SE E "DON - -•--�'i JACK SMITH A"PIPE = 0 020. DESIGN GRAOC - MAX 3 Rl+vlt BAR DETAIL t O .D. tX)NNECTIrkN ,�,,� '' OR I?" MAX. ��, yy i ..._. ..r, _..-�__..._ `�---FLAT MAGNETIC TAPE - --- � . TOP SLAB w •� I Date: �' 7 {.q. GREEN -/BLACK LETTERStWASAI .EN./BLACpLETTDFSTORM apAM► + . __ . � �........_ - L, w,.,.. . . -RAM-1119K JOINT MAtIAL a !!I Scale:-ALT. B V 'n __ PIPE DIA, ' • Drown by. JDA a • 10 MIN TTPO!E RIS[RS 0 , r" MIN. I %' Checked b ri fl" 24"MAX MMt � w Yi ✓'� i a 2 Y t`Llrr - - - Na 5 8 — s• yob TJa.. 2218 • -tu j BAR t H drawing No,: 2218 ITl _ 4 "• - r • ___.__-�_._.__ _._- I/4•-0 PIPE LONE MATERNAL . .• — � _ AS SPECIFIED _ . SUPPORT TE[ WITH .: . �_'^?;+ --__.-- _._ BED 1we ARAVEt., t1 o" MlIDE Sl DE — _ _._._w DETAILS • • � r 11 MRN. ,j 1Soy. ca► -- --- • , •..� �' --- ._ _—_-_._---3`- __ ----- NUTES -- SECTION B 8 , �,• I . POURED CONCRETE BASE - J SACK Mlx, 2'300 PSI, AT 20 DAYS. G�ac1�t BAR NOTE : FOR Ff?R PLAN A ELEVATION S BUI L D I 2 FORM GROOVED INVERT AND MAK[ SURFACE SMOOTH TO OIRt_CT FLOW. NOTES: EE NG SEWER DETAIL DWG. NO. D-100 B u-IDI. 1 . USf SU8tl1iAAN TYPE OM.YIN N Nf1N-tRAf r �r �AS 2. COVER AI40 FnAW SHAI L Flt rpAy CA$t ASTAe A 44 CLASS 71) WASHINGTON COUNTY 4• CoVI:'IN i- in rqA� Tp BE W MAcrl►►�►e TO A TRUE HEARINr; ALL AROUr1t, 4. N(1 T f;N i- in t1 r QR 1, 1 P T 1 NG tIP)Ok. DEPARTMENT OF LAND USE SHALLOW - ow MANHotE _ AND TRANSPORTATION • ------•... - _ WASHINGTON COUNTY SUBURBAN AND STANDARD DEPARTMENT OF LAND USE 9169 SW Burnham Street w �� / O TR J,CIVII. EiK�rIErBN OMwN APWA NO, �Q�r unload AND TRANSPORTATIONRECESSED CU13B INLET f ..� wAs� COUNn► Na MANHOLE FRAME AND COVLR �.._,..1.d� __..______ .,�� RL"i� NONE D- 110 S 6 of 8 DRAWING N[i N0, Zp DATE CIVIL ENGINE --"—• ER ON AP VA .AO. WASTE COUNTY Na No. app ---.-. ___----- -- t xcs es Z M __ �.__ ( o�. � 0— ICS SHEET S.111103 08/20/96 II! � III � IIIIIII IIIIII I IIIIIIijlllll I iIIIIII�IIIIIII IIIIIII�IIIII I IIIIlIIf IIIII ( IIIIIII�III(I I I (IIiII IIIII I IIIIIII !II(I ! I I I I I I I I I I I I I I I I { tNTM MADE IN CHINA � I II � I11 III ( IIIII 'II�IIIIlIlilillnll�il►llliIIIIIIIIIIIfIfflilllllllllllillllllliIIIIIlliIIIIIll�IIIIIIIIiIIIII�IIlIIIIIIIIHiI!illlin{IIiI;Ilililiiiiluululilii{sill ! I II Ili! Inillli iliiilliiiiliiiilinilni+liiiili,n(nil INilliilllllllllllliilllllllliiIIIIII(III{IIIIIIIIIIiIllllllllllilllllll I ! I � I i n �► li I IIIb! i and Construction Services Inc. MIN. �" A.0 NF1 2 LATS .-- FACE- � Ci R DRAINAGEOPLASTIC KOUT VARIES EXIWIOTN VARIES Tigard, 902 S.W. Center Street i P.O. Boz 23%84 EXISTING PAVEMENT-----\ WG OUT REPAIR -- ---SAW CUT OEC! (011104 04C 5TREt DT1i 1, b" PIPE W/COUPUNG - (SEE TABLES) MATCH GRADE Tigard, Oregon 91223 SnUT MEAS OUT OF STREET AREAS 1' oA r7t o I SAW CUT ---�... , -- C _ .7 VARIES MATCH MADTH Phone: (503) 620--2086 6'- fit,� - � 1" 6 t� N EXISTING sI1:.Cn __ _ _ _� — — -- FAX: (503) 684 3656 �_ :7-3+ A RESURFACING ,� _ UNE 0. 1/2 •• • •:•• • • • • • O O • ,° / /// AC • • •..•t • . MAX. EXPANSION !f' X 8' JOINTS 10 GA. MESH -- • • : •• //� •• •• I �r• o BASE COURSE CON TRACTION / Aa b OIO AGGREGATE BASEROCK414 SIDEWAL.K • . • • • ,/� ;�. • • _" 24"• B u JOINTS B • • o /�' / "— -'+ CURB JOI TS a�__�. CLASS e 1� i / -�-- --- ------ COMPACTED SUBGRADE -- T --- CURB o BACKFILL • CLASS A I 1 FOR USf A, ,aNG mEMAkS. GUTTERS MAY Fal! REDkAtj) w rN i^Hr:Nt ° • • � BACKFILL APPROVALfHOM THE CITY ENGINEER. q FACE OF CURB 2' - 0' _ _ ° N-0" 15'-0' MAX [15'-0' MAX. 3'- STREETS: 0' • �// LOCAL STRE : 7 CONCRE Tt !0 HAVE A FjQEAKING STRENGTH OF 3()00 P.S_I. AFTER 28 DAYS. 91p: ir{ o °u • ° " �� C3 AC - 8" ASPHALTIC COMC�ETE, 5 ((�O�'AN1,i!3N V'� PLAN C 3/4' - 0"' ° o • jr AB - V (1-.1/2' _ 0') AGCAI GA It BASER(" A T UE XISTING EXPANSION JOINT 4' GRANULAR BACKFILL ° Go 4 0 0 / �/ al 1) AST : AUS POINT Uf tANGflv(:Y G+F I}IE (URB. J . 1-1/2' EXPOSURE 11, • 4 o WCUT AND PLACE COLD I ° w • /✓� OR 2) Al , Acti COLD JOINT. �- o p• o • �� / > AC - Be ASPHALTIC CONCRETE .l) Al EACH SIDE OF INLET STRUCTURES. ;OCNST� OMsoN 4) Al EACH END OF DRIVEWAYS. $ .o •; 5) AT LOCATIONS NECESSARY TO OMIT SPACING TO 45 FEET. �� 8-� lA GAS MES!% TIES R NOGG 1-1/2 ABOVE BASE `T- •• •, :: MINOR CO11fCTOIR STREETS: B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING. 6' I C . • . p WITH A THICKNESS OF /2 INCH. AC - 70 000MIT, • •• • • •' AS - 4" (1 1/1' Q'') AOMQAW, &,.9-00M 4. CONTRACTION JOINTS: STREET .: : . . OR A. SPACING TO BE NOT MORE THAN 15 F11:1 • sae �• r t! T'#t l,r Tip Of it+t p; r "pF1A�1 Nt At IlA'if f ,-2 mCHES. ' 4'- 0' AGGREGATE 2OF COMPACTED 3 AC - 9" ASPHALTIC CONCRETE / PIPE BASE tr 4'.jp ,.,.x o r-8 OP 1, *' is J"x COMPACTION BASE R(XX '4iALI bl TO ,MOO A-A BACKFILL IN S TW.E i ARLA5 _ 11�W.oAI* of ;'U T S TRUL RJRE OR 4' IN DEPTH., wt 00 4 A" "i GRC A TEII. QjE� MAJOR COLLECTOR STREETS: 1. CONCRETE SHALL BE COMMERCIAL MIX. 1. IF S/W IS AGAINST CURB, TILL 6. DRAINAGE HIOCKOUT -- 3' DIAMETER PLASTIC PtP[ ROCK TO BACK OF S/W. AC - 9" ASPHALTIC CONCRETE. A I.D. F'U1ST1C PIPE WITH COUPLING. 2. CURB JOINT SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2' RADIUS ALONG BACK OF CURB. 2- IF S/W 15 NOT AGAINST CIJRB. AB - 4" (1-1/2" - 0") AGGREGATE BASER0(-A B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 3. EXPANSION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED FILL ROCX 2' BACK FROM CURB. SAW CUT VERTICALLY 18 EACH SIDE OF DRAIN AND REFOURED TO FULL DEPTH OF WRB. MATERIAL OR EQUAL, EXTENDING FROM SUUGRADE TO FINISH GRADE PIPE BEDDING AND DEREVIaioNs: BACKFILL DETAILS �.---- PAVEMENT DIG OUT REPAIR TAIL CURB AND GUTTER COMMERCIAL DRIVEWAY � _-_ .__ RCFEREWX APPROVED BY DRAM BY avERID11" BY MAVIN BY REIF REX APPROVED BY DRAVM 9Y REFERENCE APPROVED BY D"ym sY � -4M (MOD.) Cm CITY OF TI GARD GAA cue 1A,,. ANj CO, CS-3W cWAW CM COM14 Or CAN3 CITY OF T1�iARD SCALE DATE OWE. FILE SCALE DATE DWO FILE CITY OF TIGARD SCALE DATE DWc FILE CITY OF TIGARD SCALE DATE DRAVANG N0. MGM N.T.S. 7-0•-93 ADETAas%pw+®ED.DwG KT.s 7-9-53 ACETALS/UG-OUT.Owe �EC.�i N.T.s 7-*-93 ADETALS\a,11RD-aT.Owc QVJM N.T.S. 7-9-03 ,kDETAas\COMME DK0 I I 1 I PROJECT: CORP. JOINT 5' MIN. ----+* SEE NOTE 5 ROW 'T I G A 1:Z D • ^VC SADDLE (TEE ) RO STRAP RETAINER RIDGES visio 2" OF 3/4"-0" BA5EROCK C 1E T`�*; ,r F R COMPACTED SUBGRADE J UE GASKET _ _ /_ _ _ _ : TiGARD , OREGON SIDEWALK ADJACENT TO CURB CLIENT: SEWER PIPE _ 5' MIN. ROW ---� ..:��- F3' ' BRADLEY SN11TH ROAD -.. _ •.• ''T`.`r'c.;� .-r:'- A. •�' SEE NOTE 5 2' Of JACK SMITH, O.D. - _ - -• - - -' _ - - - -- - - -- - - 3/4'-U' BASEROCK COMPACTED SUBGRADE _ .. C _....____. TA : NL:"SS STEEL STRAP Dote: SIDEWALK AWAY FROM CURB - ; Scale: *iAbrVe NOTES: -- Drawn by: JDA 1. CONCFETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. 6 SACK MIX, SLUMP RANGE I Checked by. OF 1--1/2 TO Y. ,100 NO.: 2218 ■ PVC SADDLE SHALL BE ASTM 3034 SDR 30 PVC COMPOUNDS SHALL BE ASTM D 1 784 WITH CELL CLASS OF 1 2154-B/C 2. PANELS TO BE 5 FEET LONG. Drawing No.: 2218TITL OR 12364-C 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPI10ACKS, ■ ALL ELASTOMER I C SEALS (RUBBER GASKETS) SHALL BE ASTM F477 UTIL!i'r VAULTS, WHEELCHAIR RAMPS. do AT SPACING NOT TO EXCEED 45 VETT. + DETAILS ■ STAINLESS STEEL BANDS SHALL BE 300 SERIES, FULL 9/160 WIDTH BAND, 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE 5/16 ' SHOULDERED HEX HEAD, SLOTTED SCREW AND IS CAD I UM PLATED, CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WTH A MIN. 1/2" RADIUS, CARBON STEG;, 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCITES IF MOUNTABLE CURB IS USED OR W SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. ■ INSERTION HOLE SHALL BE CORE DRILLED. OT14ERNSE SIDEWALK SHALL HAVE A MINIMUM) THICKNESS OF 4 INCHES. 6 M4% IW1:CKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF S11"ALK WITH 3" DIAMETER PLASTIC; F'Irl At 7% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE ` CONCRETE SIDEWALK PVCG A S K E T E D urdfl•d RITEIFOn APPROVED IRY Duvm BY wAgl. Oo. CS-305 616 ! SADDLE s��,�° an of �GARo SCALE DATA �. � - a�o� SH�E T OF: DRAWING NO. 350 N.Li 7-9-93 AKTALS\CCNC-SONO 9169 SW Burnham Street 7of8 I S.is 4 08/20/96 111111111111 Jill I�I�I� I�I �I I I�I�I�I�I�I�I I I;I�I �I�I�I�I�I ►� I�I�I�I�I�I i I� I�I� I� I �I�I I�I�I�I �I �I�I I I ��I�I �I�I�I I I �I �I��►�I I ��I�►�I�I�I�Ir� I I��I�i�l�� i�►�Ijl�l�l�l� INCH ' MADE IN CHINA �itilliIlliulllinl�Il�IliiILII%%lliliiliiiIlli%%llilililiiiniiliilllllllllili�IIIIIIIiIIIIIIIiIIiIIIIIIIIIIIiIIIIIIIIIIIiIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIII�IIiIIIIIIIItIIIIIIIIIIIIIiiIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIilillllllllllN filter fabric material 36" wide rolls use staples or wire rings to and Construction Services Inc. attach fabric wire T""y'" by 14 ga wire 9025 S.W. Center Street t P.O. Boz 23784 fabric or equip•, Tigard, Oregon 97223 . ' Phone: (503) 620-2086 W-re S,-rep n ! FAX: (503) 684-3636 u A 4c* R Gravel Filter tet. �aPr� QR.„ �a d ' �,�,o �. $oae Sp. ...._.+1..............................................t ...... F, 7D• 4O.a' '�vQoQ�l:, ': oo°(!1b a#t .. t$,r0.0ct�wg�R'� j,4°', �'�°.. --~`----_ d. a �bQfa�o��a r► �� s � •: ► a , �' d �a�,�pq`A�°�.: • 4Qorb�;. o equa6'Ma X. Gravel (12" min. depth) ____------ ------- I ✓ S��tC'v��2pEG�� D r7�RJC1 ",/��.�418 Min.-. 0p 35 nd or beIter or Runoff Water a2"bd4"wood ix)sts, with Sedimet >ta Q4r ae. ° alternate:Steel OpOHo 1.114- . . 4 A. portsConcrete Block ' 17, ! Radius = 25' min. Notes Bury bottom of filter DMFS R. material in 8"by 12" - Sediment Filtered Wire Mesh with Filter Clean Pit Run or 2"-Minus Gravel trench Water Fabric Fop 8"Fo 8' min. - - -- Subgrade Reinforcement depth provide Full Width Geotextile, as Required of Nide Full Width Area' filter fabric matenal Wire Screen 2"byric or equiv. T'by 14 ga.wire � .� _ Overflow � Filtered Water '20' min. for single family• faband duplex residential Runoff Water r with Sediment q . 12"-24" 4 Sediment Drop Inlet with Grate I1*MIA _ I I REVISIONS: Erosion Control Plans Figure 3-9B Erosion Control Plans Figure 3-9C Erosion Control Plans Figure 3-2 Erosion Control Plans Figure 3-3 Technical Guidance Handbook Block & Gravel Inlet Barrier Technical Guidance Handbook Gravel & Wire Mesh Inlet Barrier Technical Guidance Handbook Gravel Construction Enti ance Technical Guidance Handbook Sediment Fence i i 3.4.10 Storm Drain Inlet Protection 3.4 Recommended Uesign Criteria 3.4.2 Temporary Sediment Fence, P 1V_sq 3.4.1 Gravel Construction Entrances Purpose ` To revert sediment from entering storm drains stems prior to Purpose To reduce the transport of sediment from a construction site by Drop In.lr_t p K y p -- providing a temporary physical barrier to sediment and reducing PRO it C,T: p permanent stabilization of disturbed areas. with 6zve To reduce the amount of mud, dirt, rocks, etc, transported onto roads runoff velocities. Stakes (2"x2"x3') by motor vehi,les or storm water runoff by constructing a stabilized Conditions Where Practice Applies pad of gravel at entrances/exits to construction sites. Conditions Where Practice Applies rr I C:; A R D " Where storm drain inlets are operational before permanent a s ^_ Down slope of disturbed areas where runoff may occur as sheet ---�—� - �� C ndition Wh, Pra tice A lies 10 _. �„ —c stabilization of the disturbed drainage area. runoff. I L. ------ — - A2 any const.la�_` �n site where traffic will be leaving the site and Adjacent to and immediately downhill of utility type construction in e•xisting paved areas with catch basin drainage. moving direcdy )vto public roads, other paved areas, or other • At the toe of soil Stock piles.. approved access ,,.amts. C E IST T 1E1 I?V • At intervals as indicated on Figure 3-1 along the contours of large Deign ;rit ri �pecifisatit ,•,..,.,•,••, •...,.,,....••. Desi n Criteria/� ecifications c disturbed areas. ............... gP T I GA, R D , OREGON • Design criteria and specifications for three recommended alternative • At rade break~ exceedin 20%. Filter Fabric methods of storm drain inlet protection are presented on Figures 3-9 A, CLIENT:Figure 3-2 for details. g g CLIENT: B, & C. • Material should be clean pit run or 2"- minus gravel. • Following discharge from a sediment trap or pond. • Berms may be required to direct drainage to flow through the filters * The gravel pad shall be at least 8 inches thick and 50 feet in length. Sediment fences shall not be installed across streams. Width shall be the full width of the vehicle ingress and egress area. (A • At no time shall more than a one foot depth of sediment be allowed 20-foot minimum pad length may be acceptable as approved for single Desmon (driteria�ccific�tions � accumulate family and duplex residential construction sites. JACK SMITH, O .D . c to against storm drain inlet protection measures. • See Figure 3-3 for details. � Stakes to acSediment must be removed and inlet protection measures restored as • Additional gravel may have to be added periodically to maintain Filter Fabric needed to maintain their sediment trapping and filtering capability proper function of the pad. •Maximum sheet or overland flow path length to sediment fence is pate: Stapled to Stakes \ p • If the gravel ad does not adequately remove dirt and mud from I Scale; Runoff Water -" vehicle wheels such that mud and dirt tracking is evident off site., Selection of filter fabric kens ile and bursting strength characteristics i Drawn by. JDA with Sediment Filtered Water additional measures must be taken. Such measures may include depends on the support fence. Fabric attached to chain-link fence need Cner,ked by y hosing off wheels before vehicles leave the site or other ccrostrurtion not possess the same strength as one attached to a fence of 6- by 6-inch Jeb No.: 2218 •;, techniques/work operations modifications. Wheel washing should be reinforcing wire. Selection is thus based on standard engineering Drawing No.: 2218TITL doneon the gravel pad and wash water should drain through a silt- principles. Synthetic filter fabric shall contain ultraviolet ray inhibitors trapping structure prior to leaving the construction site. and stabi'.izers to provide a minimum of 6 months of expected usable Buried Filter ;- construction life at a temperature range of 0°F to 120°F. Fabric _. • Use subgrade reinforcement geotextile under gravel pads for all but DETAILS(min. 4" Depth) construction of a single family/riuplex residence on an existing lots of • All materials to be in good physical condition to provide proper record. sediment retention. • At no time shall more than a one foot depth of sediment be allowed to accumulate behind a sediment fence. Sediment should be removed or regraded into slopes, and the sediment fences repaired and re- Erosion Control Plans Figure 3-9A established as needed. Technical Guidance Handbook Filter Fabric Inlet Barrier 9169 SW Burnham Street SHEET OF: 8 of 8 08/20/96 Iiiiii Jill 11111i il1111111IIJIg1IlililiIiCili i il1lili1►Iil1ililili��l�l� INCH MADE IN CHINA _ Inllilll►nulnll�n�il�I�I�IInI111I�IIlIIIinI111111nI�n1i11111 nnIIIII IIIIIInIIIlIII1111I1IuI1nI�nIIIIII111IlIlIIllliillhl11111IIIInIIIIIIIIUIIInIIi!II�IIIIIIInIInIIIIII�lu1111111ulillnl Ilninllinlllnlllln1111IIlIIiI�Ii1111111III�IIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIl1 '�"'