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DashNumberEnd ADDRESS: 1XV3 jam._ -Auhr 4tmuue i\recordslmicroflm\targt.�ts,building.doc 1 I CITY OF TIGARD BUILDING INSPECTION NOTICE Inspoction Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection_ �G�ti y�. • Footing Susp. Ceiling Sprink. Rvjgh-in Appr/Sdwlk Founoa+ion Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Strict. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mk,; . San. Sewer Gas Line -Bldg. Plbg. Undedloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Me /✓, Undertlr. Insul, Shear Wall Gyp_Bd. EI t. 1� GG Date Requested: � Time: AM PM Address r.. Builder: Permit 01 my:5- �37C' THE FOLLOWING CORRECTIONS ARE REQUIRED: zze,;, )In, ector �+� Date:ROVEE, DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. CITY OF TIGARD PLUMBING PERMIT 1 COMMUNITY DEVELOPMENT DEPARTMENT PERMIT #. . . . . . . .. PLM95- 0,:40 1:11255 SW Hall Blvd.Tigard,Oregon 97223.8199 (603)639-4171 DATE. ISSUED: 12/19/95 PARCEL; 2S 102AA--0 3701 13ITL aDDRE SS. . . : 12:'430 ::)W ASH AVE !3USDIVI-0ION. . . . : TIGARD HIGHWAY TRACT'S ZONING: CBD 0;..00K. . . . . . . . . . . LOT. . . . . . . . . . . . . :44: :;LASS OF-WORK. . :NEW GARBAGE DISPOSALS. : 0 MOBILE IiCIME SPACES. : 0 T YPE OF USS:. . . . :MF WASHING MACH. . . . . . a 0 BACKFLOW PREVNTRS. . : 0 OCCUPANCY GRP. . :R3 FLOOR nRAINS. . . . . . 0 TRAPS. . . . , .. . . . . . ... . : 0 STORIES. . . . . . . . . 0 WATER HEATERS. . . . . . 0 CATCH BFiS I NS. . . . . . . . 0 LAUNDRY TRAYS. . . . . : 0 SF RPIN DRAINS. , . . . : 0 :;INKS. . . . . . . . . . I 0 URINALS. . . . . . . . . . . . 0 GREASE. TRAPS. . . . . , . 0 I...AVP,TORIES. . . . . 0 OTHER FIXTURES. . . . : 0 TUB/SHOWERS. . . . : 0 SEWER LINE (ft ) . . . : 0 WATER CLOSETS. . : 0 WATER I_I NE (ft ) . . . : 0 DISHWASHERS. . . . : 0 RAIN DRAIN (ft ) . . . : 100 Remarks: Install a itorm drain. Owners -•_________________.____________._____._._-•----------______ FEES -----•--------- P. MILLER & SONS CONTR. ,,, INC. i Ype amoutnt by date 1�ecnt 3880 S. W. MIDDLETON RD. PRMT• $ 30. 00 JSD 12/19/95 95-2741758 5PCT $ 1. 50 JSD 12/19/95 95-274058 111HERWOOD OR 97140 'hone #: (503) 625.-6562 _0TItral_tor: MILLER & CONS ':'x880 SW M I DDLETON RIS bHERWOOD OR 97140 ----------------_..___...-------___._.._______ Phone #: f 31. 50 TOTAL Re❑ #. . : 003644 --- --- REQUIRED INSPECTIONS This ceroit is issued subject to the regulations contained in the Storm Drain Insp Tigard Munic?pal Code. State of Dre. Specialty Codes and all other Final Inspection applicable labs. All work will be dope in accordance with oicproyed plans. This perait will expire if work Is not started within 180 days of issuance, or if work is suspended for Bore t an 18Q days. ____._.. _ _ _ -_ ---�-_ --• Call for inspection - 639-4175 City of Tigard PLUMBING PERMIT APPLICATION Planck/Rec. # 13125 SW Hall Blvd. Permit # Tigard,-OR 972'231 (503) 6139-4171 MINIMUM $25.00 PERMIT FEE •+ ST. SURCHARGE N-W D.•w�- - Now Single Family Residences Only w.«. 0 1 BATH HOUSE 3140.00 0 2 BATH HOUSE$195.00 Job 14. 1-4 .�� �� CJ 3 Br,i H HOUSE$225.00 Address c+rww. rk Fee include+ all plumbing fixtures in the dwelling and the first 100 fee, • of water service, sanitary sewer and stcim sewer. See fees below. w. is er■..iY - FIXTURES -�-- QTY PRICE AMT " Sink 9.00 �/j M b•«• "�• Lavatory 9.00 1 owner " Tub or TuNShower Comb. -_� ?.00 aiwarr. ao Shower Only 9.00 " Water Closet 9.00 tj rM w a+W..r Dishwasher 9.00 " Garbage Oisposal 9.00 Occupanteft U . Washing Machine - 9.00 Floor Drain 9.00 c.wen•�. --- --- - Water Heater 9.00 - Laundry Room Tray - 900 Nwn. Urinal 9.00 Other Fixtures (Specify) 9.00 MOM nee.« I an... .-_ 900 Cor,tractor - ----- - - I 9.00 ar 9.00 G 7/Al sewer 1st 100' 30.90 ..n.a.e.nM ia. Cky To w Sewer-ea. Addit. 100' 25.00 Water Service 1st 100' 30.00 I hereby acknowledge that I have read this application, that the Water Service ea. Addle. 200' 25.00 i•hnnation given is correct, that I am the owner or authorized ,gent of 30.00-0 U the owner, that plans submitted air, in rompl;ance with State laws, that Storm R Rain Drain 1st 100' / I am registered with the Construction Contractor's Board, that the storm 8 Rain Drain Addit. 100' 25.00 Timber given is ro..rrect. (If exempt from State registration, please - give reason below.) _ Mobile Home Space 25.00 -- - Back Flow Prevention Device or Anti-Pollution Device 9.00 s�,,•.,+ �M•vM+t 0.. Any Trap or Waste Not Connected to a Fixture 9.00 Describe work new O addition Q attermion C) repair O Catch Basin 9.00 to be done residential 0 non-residentia, O Insp. of Exist Plumbing 40.0 /hr Specialty Requested Inspections 40.00lhr Existing use of Rain Drain, single family dwelling 30.00 building or property -__ _ Residential backflow prevention devices 15.00 Proposed use of building or property "(Except resldcn!)al backflow J prevention devices) NOTICE 'Minimum Fee $25 00 SUB''OTAL lU, PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHURI7-ED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5%SURCHARGE CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED - - FOR A PERIOD OF 180 DAYS AT ANYTIME AFTER WORK IS COMMENCED. PLAN REVIEW 259. OF 9UST0•TAL -^ TOTAL �'jD Soecial Conditions Date issued -- by C I I Y UF: I I(-JH14D Rk-(+ 1111 1 OV Pi-4YWWN I ktlll .11-11 MI. l'it, c'/40')8 (,111-.1'It HMU1.1111 4 t,l. t4ki NAME v P MILLER & SONS 111-41.1"1 "MulINI w. 00 ADDRIts", v CONT14ACTURS INC Poll YMI-Al VNIV 2,18110 SW M1011I.F11IN R11 1,30131)1 V t S I UN 6HI-RW(.OD LIN 97 lif LA-fib 04 PURPME OF PO4YMF,.NT AMOUNT P441i) POHPUSIr OF Wnyminm RMIR)NI PIA ID q,r. �TiTm-PiNH PERM —FA W'-11"D" I""F-'F'-I I. t;-�430 FiW fll,41 APPLICATION --- STREET IMPROVEMENT/EXCAVATION copy ro: ORDINANCE NO. 74-14 (WHITE)•FILE (YELLOW)-INSP. (INSI RUCTIONS ON SEPARATE'?;HEET) (PIAK)-OTHER AGENCY b10 (BI..UE)•APPLICANT APPRCVED APPLICATION NI:).: �(;I NOT APPROVED [] CITY OF 'riGAIRD. OREGON FEE AMT. f . ._... 48.00 _ YENCING FEE. PMT. [1 C11A FALL RECEIPT NO:: _— PENDING SIECURITY 1 C� l'UBL.ICW�IRKS DEPARTMENT BY --,py _. DATE. 71 PENDING AGENCY "OK" Q P.pplieation and Progress Record — F s — — — — — — — MAINTENANC:E BOND k PENDING INFORMATION Cl FOR STREET IMPROVEMENT/EXCAVAT"ION As IaEcaul,�E� r. --- ANNUAL U PENDING VARIANCE U ---�-- EXPIRATION DATE: PERM1 1 NO.: ___-- ���__ DATE ISSUED: �C / �✓�/ /_�Z , BY (11 APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL a:nRM SEHM `SIDE SERVICE — ..&Z AP AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUI IIIrev . APPLICANT . Don Millerit Properties 1022. SE C,rgathil.l Rd. Portland, nR 97266 779-ka NAME ADDRESS CONTRACTOR_ Miller-.& Scxiws Inc. 23860 SW Middleton Rd. Sherwood Or 97140 # 625-6.562 N A M E ADDRESS C --�� __._-__.__ -_ r Cit Standacdo & S CITY PNONLr PLANS 6Y. '� � Y �Ic;ific;.atiOne NAME ----"`___._ 'AVr1RF99 -CITY_----� PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S 1,$00.00 _ �— =�___._. DOLL/.RS Fr R OFFI (2) EXCAVATION DATA u.04 x f �� •� = f 48.W F,TREET y DESCRIPTION PROGPESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/T'r�E 13Y^- TYPE LENGTH WIDTH DEPTH ITEM_ & QUAN ITV STREET — — At�h Avl6T. - see attached- INSPc - - ---- R TION Q U —_ -- ESTIMATED STRF-i T 7PEPIIING DATE: --L / —` E ESTIMATED STREET CLOSING DATE: _L• / T _ E - --- _�—� _------ ---=��-�— D _ (3) SECURITY NO. _1 �' � SECURITY A'MT.: 1200.00 STREET SURETY CO.: _E1Q�ltx�i %r16urR. •ffe^ e'f, _ FINAL —��-- ---- _ CERTIFIID_CHICK Ci CASH U_ _ SOND _ INSPEC. �. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS /CONDITIONS: FEATURES: EXCAVATION LOCATION AND EXTENT. '^ SITE: 12430 SW ASH A e. see attached ' li I work +3.rea (5) NOTE THr CITY OF T!GARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WFIE.RF RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THF., REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFIC_A11ONS PERTINENT TO 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: - , - ( / DATE ! % / Special Conditions/Provisions: 1. All work shall conform to City of Tigard, Oregon, Standards and Specifications. Note the attached Drawings and Details. 2. Notify City Inspector L.etha Thomas (#639-4171) 24 hours before starting any work. 3. Access-to and egress-from parcels of land adjacent to the work aree, shall be maintained at all times. Pedestrian safety shall be provided for by the :;ontractor 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 be performed, to the City's satisfaction, at permittee'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. It is the sole responsibility of the permit holder to provide for proper right-of-entry (and/or easements) prior to starting work. Proof of right-of-entry (and/or properly executed easements) shall be provided to the City. The City shall in no way be construed to be liable for the permit holders tailure to obtain or provide for proof of right-of-entry (or easements). 8. All easements deemed necessary by the City, to facilitate operation„ maintenance and access to new public facilities or to enable public usage of sidewalks, etc., shall be properly prepared, executed and provided to the City prior to City release of any work assurance funds and prior to City closure of the project permit. q l_tility relocations, modifications or repairs, which may be necessary, shall be performed in a timely manner at the permittee's expen:;e, uU-cA �� \ �o� \� 0..L. r�P`_1Ce►nnc�� dJk w-con.sop 9� 12047 .99 1 a �— • t2tV1 oo 9s I 1 90 / 9 I Ile12175 �✓ G � � 'T0122s 0 •S a _ 12^,t, 1245 I IP/0\ �a �0; C13 II C �j o�0 / eb ti _I `pp h 4 f o %s 1 I L� 000 �\ I.�,sr P i2�P w�'L 12 4 0 7 c-) SAO 0 / I / abs h , �\�Q�r�. L/C b` `?0 A� ; I a6 anti/ bk 60t � � Yy 9Jo ok op �' 500 g I' 5_9Ac w J / J k CO 0'. I r " is ` 11 c��:p.' o J p J\ — \ N s� 3200 0 48Ac. a° 2 f n > r r 1\1 r r N .� b b V .. --� n N S.E. CORNER ANDY WOODOY'S m 21/2 At TRACT o-74 e.0cn et/sss 19 a �' 3300 56Ac. C Y INITIAL PT N v} 6 1 1 1 0"fi6A 90: J°�� w '3301 - _1 / 4.-\10° 11 .3:Ac. 3100 g 6e Ac 2 Q _'800 .r 11 .° l,15 A K 4 ( 3 ti Ise I DRIB KOLL _52Ac. 1 ticf - ------ - - -- I E / 1 /900 °° is 1 16 2 56Ac- � i� lop-n SEE MAP 3400 2S I IBC 3000 °° J° •� / 68Ac .56Ac of y (S 10097 ?601 17 4 If �� ?BAc 24 by YJ"/c e► ----- 4t/ _ 0 EAST Ines 3802 o 3701 ° 3500 / 66 Ac .68 Ac. Q� °o "o (n _ 0 0 23 iC7`T -- WVT 1774• \ '.800 1 •'+/ I 0 N Ar \ ti 22 IAt 70 e0 I I - Is.oc � , " N i �A 1 j n �t SEE MAP "TIGARD �\ 21 2S 1. 2LD S I 2A A SKFT�I; � •�'�. y � Eod wJ-7:-7 966T 82•^DN Z9S9 SZ9 3NOHd :)NI 'SaoiobwiPm ` ?S s 2s 1 W WOX 1 I BUILDING SEWER SEWER PIPE, SIZE AS SPECIFIED 7�II f . PLANT FABRICATED TEE FITTING ON SEWERS 18" AND SMALLER. �, RA",KFILL 2X4 FIELD TAP ON EXISTING SEWERS AGAINST PLIC 7Z) A.ND NEW SEWERS LARGER THAN I PREVENT PLUG THAN 18". r BLOWOFF S SECURE 2X4 IN PLACE WITH SEWER /4NN �TR£NCF dA KFILL. lJ .C,P I-,'fERLL. PLAN 1 I EXTEND AT LEAST 'GROUND 121"ASCNE SURFACE SURFACE MINIMUM SLOPE FOR 6" PIPE= 0.010, FOR A"PIPE : 0.C20. —3ERNFCE CONNECTION !4;V CKER . MAGNETIC TAPE GREEN w/BLA:K LETTERS (WASTEWATER) GREEN w/BLACK L£TTE16 (STOW DRAIN) o 3/4'-0 PIPE ZONE MATERIAL AllSPECIFIED SJf"PORT TEE WITH BEDDING GRAVEL, MW Wt'11 7W VnDC Sl DE BUILDING SEWER V of w.w*w1on A �wg No. 300 , I . COMPLETE RUBBER SLEEVE (ASTM C-443) , � INCLUDES A mOLDr-D SEGMENT 7HA7 HOLDS 17 1 N PLACE. 2. STAINLESS STEEL BAND (9/ 16' SERIES 300) SECURES UPPER HALT Or RU5SER SLEEVE 7C -HE PVC HUS. I 3. PVC HUB (ASTM 3034 SDR 35) _ DRIVE iN7 0 CENTER OF RUBBER SLEEVE AFTER SLEEVE IS PLACED IN HOLE. 3 �I z - --CONCR;TE PIPE NOTE: ALL INSERTA-TEE HOLES SHALL BE ►MACHINE DRILLED. M �--� un fWd INSERTA - TEE � erage DRAWING NO. 350 1 i PVC SADDLE (7E-r ) STRAP R[7A' RIDGc II Js� = L - - /_ _ _ _ SEWER PI PE— DL: S7A ! N1-.5S SS7 F ti PVC SADDLE SHALL. BE AS7k 3034 SDR 35 p PVC CO),XPOUND: SHALL BE AS7W D17S4 WITH CELL CLASS OF 12454—B/C OR 12364—C jr ALL ELASTOuLERIC SEALS (RUBBER GASKETS) SHALL BE ASTIR F47;. • S i A I NLESS STEEL BANDS SHALL BE 300 SERIES, FULL 9/16' '0^7H B-' Z. S/16 ' SHOULDERED HEX HEAD, SL0 7 TED SCREW AND 1." r.: 4D 1 VA P1 'p, i ED. CARS014 S T EEL. w INSER710N HOLE SHILL BE CORE DRILLED. SADDLEUfA alc?ellcy ;1RAWINL7 NC!. _'5C) I I I MIN 3' A.C. IN 2 LIM SAW CUTSTREET AREAS I OUT OF STREET AREAS --- -- EXSTING !ZCT10N� 6* I RESURFACING / .. // O e e p ° q O p O p O O O • O °t O O O O O e O CL1 SS B o BACKFILL ° SSS A 2. BACKFILL w / O a. w 3/4' w GRANULAR BACKFILL ° ° �`/ / — -' � // - a 1 cr a I d • . 1 . . cu V • , PIPE BASE BACKFILL IN STRZ7 {REAS 1. IF S/W IS AGAINST CURB. FILL RUCK TO BACK OF S/K 2. IF S/W IS NOT AGAINST CURB. FILL ROCK 2' BACK FROM CURB. ^� PIPE BEDDING AND BAGKPI,•_L DETAILS APPRMs FY DRANK eY CITY OF TIGARD °' CAID OREGON SCALE �°A�— vwr_ F>LE KTs ADCTAn.s\MPE8M DYM Z O LO in in in irk C .= N N N a MIN 3 z; �- ca '40 in in .n W 0 0� W ZO U Ln Z 4* M N N N c3 w o- N g W LLJ �aQ� S �$ 1 0 Iq I o n a Ln v- $ ri v v o Z W azw IN P: j w ``J o cr L, .Q' d m W y+ r N U Lai_ D O a_ LL O < Q Z LAJ �Z ❑ N 1 I I I m � p z ' io 4 : aw U E3 U m L)>. � O _a CL m �� o , Ln W O ia N �— 2 C)i 0 W o Z d I I S O Co I Q C t0 inICSEn `° n < M/a z Ld �' o V ar a� << US OUw 2U U U- U x a COD -J L U a- N O Z W 5 w nJ 3/4' R 6' EDGE T. �— DRAINAGE BLOCKOUT • 3' I.D. PLASTIC PIPE W/COUPLING o.00 o o •' .' •• 16' L4 p O O O 4� O .. O O . . 9' TRAVERSE EXPANSION JOINTS: 1. TO BE PROVIDED AT EACH POINT OF TANGENCY-OF THE CURB be AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING TO A MAXIMUM OF 20 FT. 2. MATERIAL TO BE PRE--MOLDED NON-- EXTRUDED MATERIAL WITH A MINIMUM THICKNESS OF 1/2". TRAVERSE CONTRACTION JOINTS: 1. SPACING TO BE NOT MORE THAN 10 FT. 2- DEPTH OF THE JOINT SHALL BE AT LEAST ONE FOURTH OF THE CROSS— SECTIONAL AREA. CONCRETE BREAKING STRENGTH: 1. TO BE 3000 P.S.I. AFTER 28 DAYS. STANDARD CURB FUUe ICE Ai'PRO%W Br DRAM EY CITY of •RGARD WASK M CS .301 (MOD, CAB ORE CON SCALE DATE DMG FAE KT.S 7-9-93 .!mrAQ.S\am-STD m CURB JOINT --5' M!N. SEE NOTE 5 ROW ROAD 2' OF 3/4'—O` BASEROCK COMPACTED SU©GRADE—� SIDEWALK ADJACENT TO CURB 5' MIN. ROW ROAD 'rT..r�1r;a: ��:'.:-• —a'+•� SEE NOTE 5 �2- OF 3/4'-0' BASEROCK COMPACTED SUBGR —� ADE SIDEWALK AWAY FROM CURB NOTES: 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE OF 1-1/2- TO Y. 2. PANELS TO BE 5 FEET LONG. 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS. WHEF-LCHAIR RAMPS, do AT SPACING NOT TO EXCEED 45 FEET. 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 112' RADIUS. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3- DIAMETER PLASTIC PIPE AT 2% SLOPE CONTRACTIUN JOINT TO BE PLACED OVER PIPE. CONCRETE SIDEWALK RUTT"CE APPROVED BY MAYA eY CITY OF TIGARD OR�©ON SCALE DATE ` DIM`.., FILE N.T.S. 7-9-93 ,trETfJLS\0omC-5w.M r _GENERAL NOTES 1. TRAFFIC SIGNS TO BE 48" X 48' AKAR 0�TO BLACK ON ORANGE I 100' 2. NO COLLECTOR STREET LANE CLOSURES MIN. I OR LOCAL STREET CLOSURES DURING ac LAWI THE FOLLOWING TIME PERIODS: otw Am= O 7:30 — 8:30 A.M. 100' I 4:30 — 5:30 P.M. MIN. O I 3. THE OTYS STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS 'MANUAL z 100' ( ON UNIFORM TRAFFIC CONTROL N MIN. I DEVICES FOR STREETS AND HIGHWAYS-, U U.S. DEPT. OF TRANSPORTATION. a FlAGGER FHUA, 1988 EDITION. Ir 100' 4. ACTUAL SIGN PLACNMENT TO BE 0 MIN. I ■ -' ADJUSTED IN FIEI' 00 NOT REDUCE z •• 1' MIN. BELOW MINIMUMS "ATHOUT CITY 12''"•— APPROVAL MIN. I• 1 5. THE CITY RESERVES THE RIGHT TO ADD TO • 100` OR MODIFY TRAFFIC CONTROL REQUIREMENTS I •• MIN. 0 AS MAY BE NECLSSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ENSURE PU3L1C FLAGGL72 • SAFETY. < 6. NO LANE CLOSURES WITHIN 200 FEET OF 100, I A TRAFFIC SIGNAL 1MTHOUT PRIOR CITY MT 0 APPROVAL I d rt�aaa Nr�o Ice J-z 1�-1R MIN. LEGEND _ * va 900-4 O TRAFFIC SIGN I 100' MIN. 13 CONSTRUCTION ZONE * I aamenuaam ■ TRAFFIC CONES OR APPROPRIATE DEL►NEATION DEVICE "TRAFFIC CONIROL TYPICAL DETAIL RUM-NCE APPROVIM cy — vm By CITY OF TI GARD CAA CAR OREGON � DATE DW O FU TITS I7-�--DJ -t OET/'TRAMOKT,tM i ��_i�