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Plans NOV -29 -95 WED 11:26 AM ARCHITECT *LA 503 231 0317 P.01 • . facsimile �� ■� transmittal to -... company • D42 �« p . ...... .................. .. . dept ..................�' fax# ....... 84 . - . 2 .. ....................... from . J_t f ( subject • MQVCev ©fFf icg. $ date :.........11/ Sfi ARCHITECT•LA PC pages del' , including this sheet 0 4-QV &cc- i — F - *. a-S duY S e ycr'.i.tr pCaAA, Ww OC'tiv✓ 506 cu k_ (J1 Si 4 P LMA--- 1 (1U■ (1 pni-d a,p ) Pov. 1/6 $ t (o4 4, rtA b"Afakttn p&t'vtijs- f e--Q cu-e2A. 1 te+ kkk. o F2)1 < Oyi,e4x, 1 +� ltiv dV U hit43IXr -1 r 805 SE Shen Si copies : Portland OR 97214 - • • i.t 503 231 1122 Voice 543 231 - Q317 Fax NOV -29 -95 WED 11:27 AM ARCHITECT *LA 503 231 0317 P.02 • • November 21,1995 WI m James Funk, Plans Examiner City of Tigard 13125 SW Hall. Blvd. Tigard, Oregon 97223 Subject: Mercer Office Bldg. FC10-11C BUI -0434 Dear Mr. Funk, a The following 15 in response to your plan review dated Nov. 16,1995. Al 7 The site issues are being answered separately. cessibilit : If a drinking fountain 15 required, it will be provided, however, it was our ARCHITECT•LA PC understanding that it was not required according to Table 5E, not 5B. 2. The bar sink in Lobby 200 cannot be made accessible without eliminating i 2 the storage, 50 it will be deleted. WI ' Nr The restrooms have been redesignated to indicate separate facilities ►� for each Sex. - j A The door to- Toilet 201 does not swing into clear space required by ti lavatory as shown on the attached sketch. Structural: 1. Roof drains are provided at each low point, overflow drains have been added to roof plan. 2. Manufacturers shop drawings and specifications will be provided prior to installation of the TJI's. Special Inspection form i5 attached. - -nd Life Safety: f , �� Safety glazing 15 specified under Sections 08306 and 08410. ,A Fire extinguishers have been added to the plan. I Mechanical: - -.41. Water heater anchorage detail 15 attached. 2. Outside air will be provided in accordance with UDC 605 and 705. 3. Water heater will be electric. Furnace and HVAC system i5 to be bidder designed and will be permitted separately. If you have questions regarding this response, please give me a call. Thank you. Sincere) .411 Larry • Pell, AIA, NCARB \ 1 resid- nt 805 SE Sherman Sr Portland, OR 97214 503 -231 -1122 Voice 503-231.031 7 Fnr NQV -29 -95 WED 11:27 AM ARCHITECT *LA 503 231 0317 6 � C P. 03,1 ‘ 5 111 % Pr I I 40(t ?If 31 (I Z air Ch I I e . �I � 1 ...... ..,;• 11.E 4 ��' 0 _ ',11,1 - ' 1/4 % 1— CS .1?-17 ..:-.,, , " 4 N t 1 I lilt4 , „ . 1 , 0 Co ..., NOV -29 -95 WED 11:28 AM ARCHITECT *LA 503 231 0317 P.04 TANK T1GHT AGAINST GYPSUM 4• MINIMUM MATERIALS NEEDED: 2 WALLBOARD 114' DIA. x 3' 'GYPSUM WAU„ BOARD IF tAE RES►STANT ORYWALLI z WOOD 2x4 f LAG SCREW '24 GAUGE WIRE LEDGER MIN '2•24r4'-0'TO6 -0'LONG • __ • 4.1IT LENGTIMS y4' x 24 GAUGE �';N ►F���:t ��� PERFORATED PLUMBERS TAPE �~ ••TA� EWS f -mot -I 114' DIA, x S '4.s- 1141 /4• x x 3' LAG SC IWS 2' MINIMUM o e LAG SCREW TOOLS NEEDED: . WATER 'POWER DRILL 'MEASURING TAPE •t• U DRILL JUT In r OPEN ENC OR �. /' ®� HEATER 4 1.. 3 r DRILL BIT ADJUSTABLE WRENCH 'STD FINDER 3/4' x 24 GAUGE PERFORATED STEEL PLUMBERS TAPE ' ' ., . "�°°" - :�', ,'i ve . !, , r� , r:! :�r ri , i Ji: r.. q„..:... * :.'iii i�'J' •, PLAN C _o IIIII o A g ...._. GYPSUM WALLBOARD C3- - 0 WOOD 2x4 LEDGER 114' DIA LAG • tt SCREW WITH WASHER I I 3!4 x 24 GAUGE '-- 4.--- FLEXIBLF PLUMBERS TAPE AL CONNECTIONS WOOD STUD 11111 . I 9`+ I 1I -f314' I 1 • Z 1 / :T.! - 1 'J:I Ji % :i +J:J:•I/J.�: .•��:� :t S: i JiJ - 1 rt ' �J 1 11 ,% 11 7 *:! l P. r [J V i:; • . t ' i f 1 314' MI �.�±�- F ....a.....:..... - -. , 1 I I - N . ' to YPSUM WALLBOARD C= - SIN — I (DRYWALL) . r .. AI BLE G AS - WASHER ? 1 CONNECTION r I LAG SCREW ELEVATION 000 2x4 LEDGER WATER HEATER ON STRAIGHT WALL - 7 • Earthquake Bracing of Water Heaters for Residential Use _......_ . il .. '-i-- 1 1 DI FA -- c•, \ 0 . ARCNNITIICTKA 0 ., . _ r.NN% am, �allNtt _ / �� MEMO OFFICE Z Ife MUM.; v , ''.,N- , A 4 _ . 44.4` 7 - w al w m 1 • i tr 6 §-- . L,7atR U d O) 1 ./ / 9 / 11... U lei IS s �i 101 A. / moron) Ma J i / ---) III ° 0 Aio ,,, 1 Mitar-_ 44 4 - *At 10 rili alikk,4% .. 4 6,411* Tilt MGM NOM COMM UMW :,,NVV‘irr igr""" . 1....az) : ...621 ISMIVIIII fib ,, 4 1111, N 4 4100., 'fir 1.11. ram 19 Dar If t / ....� v mrr mascr ml: -see . -• � i ii w �5. �7t_ _ �....� , • 11 W r es - i . • ii Iler— ' / :: t t 1 I ;l�1.111.1 ) �1!�i : • \ M2211- t . t ! t ma Ames • r O � s .w..'., new 6 Al IpR1N Ae'LICXTI'ON STREET IMPROVEMENT /EXCAVATION. COPY PY TO FIL /� • ORDINANCE NO. 74 -14 :� .• ® (YELLOW) - INSP. (INSTRUCTIONS ON SEPARATE SHEET) (PINK) - OTHER AGENCYbldg. (BLUE) - APPLICANT APPROVED K _ APPLICATION NO -: � • " • NOT APPROVED • ❑ CITY OF TIGARD, OREGON FEE AMT.: $ 80 ' PENDING FEE. PMT.' ❑ CITY . RECEIPT NO.: 4t • PENDING SECURITY ❑ PUBLIC WO DEPARTMENT BY - -4/ DATE _ / dal GS_ PENDING AGENCY "OK" ❑ Application and Progress Record MAINTENANCE BOND * PENDING INFORMATION ❑ FOR STREET IMPROVEMENT /EXCAVATION AS REQUIRED 0 ANNUAL ❑ PENDING VARIANCE ❑ EXPIRATION DATE: / • PERMIT NO.: 11 7— 6 149 ; DATE ISSUED: I / 12 / G , BY: _4 n_ (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL Cic1e.-1 -.l k. 4 .44'nr�^ c.,e we , ( C.ov+✓tec'Cto.7 t•cz t ') AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT L B H Construction PO Box 3099 Newberg OR 97132 538 -3814 NAME - ADDRESS CITY PHONE CONTRACTOR (one) . NAME ADDRESS CITY PHONE PLANS BY - see attached - NAME ADDRESS CITY PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ 2,000.00 ' DOLLARS §` (2) EXCAVATION DATA: 0 4 OFFICE USE: CMIN. _ 0.04 x a 2,000 = $ 80.00 STREET DESCRIPTION 1 PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS /TYPE BY TYPE LENGTH WIDTH DEPTH ITEM I & QUANTITY STREET • OPENED 68th Parkway - see attached - R TION E . Q • U ESTIMATED STREET OPENING DATE: / / E • . ESTIMATED STREET CLOSING DATE: / / T : D (3) SECURITY NO. SECURITY AMT.: $ 2,000.00 - CLOSED . SURETY co.: _ • FINAL • CERTIFIED CHECK ❑ CASH ❑ BONDO INSPEC. J (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS / CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT: SITE: 11565 SW 67th AVe. - = attached - I ( 1 1 • t cuRB E-4 � � • _ _ _ - - - - ._ _ .. , IY. . • - - - mix - S.W. .68th PARKWAY ' — SDR 95 -0011 applies , • • -CURB - - _ _ _ _ _- ,. - • - - - �. e • 1 ' , 7 A,' 1 - 1 1 • • ( 1 1 1 I - I ,. 241— I 1 • (5) NOTE: THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK 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 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: (M `2 DATE I / / Z / 7 (� • ktfr3q 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 Letha Thomas ( #639 -4171) 24 hours before starting any work. 3. Access -to and egress -from parcels of land adjacent to the work area shall be 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 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 failure 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. 9. A sewer connection permit is required to be obtained from the City's Building Division prior to connecting to the City's sewer system. 10. Utility relocations, modifications or repairs, which may be necessary, shall be performed in a timely manner at the permittee's expense. dj/spec.con.sop .... .. ._.. +.•.r':.2. 1 ._- .'4.f ,,:;?.. �.. : J; 3.. . Iti ,T V'..,7 1 - ... "u h fi DZ. Ik f 7 . M fs'ks ,.r. . 1. . }} � } ��'�•.'�i�'1 _,. / 'rtii SE I/ SE I/z{ SECTION 36 T I S V,'ASHINCTON COUNTY 0REG0N1 N SCALE I I S ` --(`, t SEE MAP =; IS I 36DA a tO a i / 221 INC (CS. 19,,400) BO -22540 91 / 8n -2306 8.24 ------+ N ° ' I E �" N. t t t ■ tttt I F° t t ` t rt • \�1\ \Z \NC \ \�1�"\ \'ZZL \ \ \ \ \\ •" -- S sejO 53' W 1PLAT1 /�-{' / / i ' +l i /-� 1 a 79 -49710 29.4 1 ; 1C ° 60' a; R 1 / / ` 11.98 t O C 0 0 0 _ 12L' m O . 100' — 900 0' �. _. 700 N / ° o - ' 21,1 2 1500 n ( 1000 n 80 -11117 .29 AC. n 6.30 .. < .55 AC. - = a .22 AC. _ .34AC. ^ / y M 80I -- a >r 7 16) — 23 N Z N 3 T 22 N .. 22 AC. 22 '^ +STA. +49 '1 0 r-. N _ 22 w n 4 - r, / Q S4T'1= ` (C.S.21 n ,831) so' '. 4 f h N 21 I W n ' , , r . N / - w.. 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Immur NNINEI ems im■ LIN ' _ _. • ® ®i!1 !11a�� �_ Flo WWII �■��■ i -sla� ■�i ■■mss s �i1 1I �,:.•,.,� , ammo amour ume mill■R am =a Arc_ t) i t r r -' • t CURB JOINT 5' MIN. — - S EE NOTE 5 ROW __ 2% . ROAD `• • .;. j, .�..` = - t ;►: ,� !%:-.:e.'.:.--:::::22';:•-%"7.;:-. _ . _ ,r• • i •`.. � - ► �' e . �n/ i�' e..5...;: 7 7 ,A'c?S.'" .... � = g -li I II- .-11. • 417411=111= .11 -11. 2' OF 3/4' -0" BASEROCK COMPACTED SUBGRADE 7 SIDEWALK ADJACENT TO CURB 5' MIN. Row ROAD•. ' k: ' - � ■ ? ..'- •. ....,... � �....... • r1 - 1 - • - 11 -11 I1- .11 1 1= 11= 11 =11: .11 =11 " 4 SEE NOTE 5 2' OF 3/4' -0' BASEROCK COMPACTED SUBGRADE SIDEWALK AWAY FROM CURB — NOTES: - --- II 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE s OF 1-1/2" TO 3 ". 2. PANELS TO BE 5 FEET LONG. 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTIUTY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, NE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2' 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. CONTRACTION JOINT TO BE PLACED OVER PIPE. CONCRETE SIDEWALK 2J` ,_ 1 REFERENCE APPROVED BY DRAWN BY • CITY TIGARD WASH. CS-305 CAB SCALE DATE DWC. FILE OREGON N.T.S. 7 -9-93 .k DETAILS \CONC- SW.DWG PC /PT • 1 6' CROSSWALK STRIPING 5' MIN. 8' MAX. 1 a A• 3 :> T aPf tx Rg NS. // s. `'P 61. � STOP SIGN LOCATION (INSTALL 4" PVC SLEEVE UNTIL PERMANENT SIGN ��w •. : INSTALLATION) � �, J Q , �5 • , �P 5'M�N' •Q • P• :J<'� g' M O . Q- • •• . PC /PT PLAN VIEW 3' 6" — 4' 6" (4' FOR 8' SIDEWALK) 2 • _® -1-1 FLUSH — — - — —III: :1I : : u. .i1. ..: - �i;�L • 1 •• ,. . t, — 11 —u- "` - -- T , s .11= 11•Ifwll Y�� , o oP�o�� o 4" P.C. CONCRETE 'I ='f� = 0 00 ° 0 0 0 0 11 =11= ° °o a o o 0 0 0 2" 3/4 " -0" AGG. BASEROCK , 0 0 0 0 00 SECTION A-A NOTES: 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. 2. JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE EDGED ON 4 SIDES. 3. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. STANDARD CORNER ,,,,,,,,,� ► ,�� o' ► ,. L ,,, WHEELCHAIR RAMP _� REFERENCE APPROVED BY DRAWN BY CITY OF °° TI GARD GAA CAB OREGON SCALE DATE DWG FlLE N.T.S. REVISED 5 -28 -94 .k DETAILS/WC- RAMP.DWG :',,,s7;.,.....) :.:. 3 .'ti -. • x t q z..r3.. m.:, .f M , . - Y .c. . ;1.L..;{ ,V. a = Fr " '4;" .,; -%z?i 9 r-. IM 4, _ .� .Y ; .3 i 1 BUILDING SEWER PIPE, SIZE AS SPECIFIED i 1 1 11 4111 ainl i PLANT FABRICATED TEE FITTING ON SEWERS 18" AND SMALLER. BACKFILL 2X4 FIELD TAP ON EXISTING SEWERS AGAINST PLUG TO AND NEW SEWERS LARGER THAN I PREVENT PLUG THAN 18 ". I BLOWOFF 6 SECURE 2X4 IN PLACE WITH - TRENCH BACK FILL. 11111 SEWER MAIN •OR LATERAL. PLAN I EXTEND AT FAST GROUND 12" ABOVE SURFACE SURFACE 1 MINIMUM SLOPE FOR 6" PIPE= 0.010, FOR 4" PIPE c 0.020. CE CONNECTION MARKER . MAGNETIC TAPE S a GREEN w/BLACK LETTERS (WASTEWATER) 1 GREEN w /BLACK Lt i 1tFt:, (STORM DRAIN) I F -.1--- PLUG la gIIIIIIIIIIIIL l -: _. � 1i . 3/4 -0 PIPE ZONE MATERIAL � ' i • - SUPPORT TEE WITH SPECIFIED t"•• BEDOING GRAVEL, • MINIMUM 2' 0" WIDE S 1 DE BUJ LDI NG SEWER ,a1 , ., , ,_ _. .. ... , .... Uh+lfiod Sowora o A cicy of Waahk+gton Dveg. No. Azi ~ _ w i l I 1 1 I 1 12" SEWER PIPE -r ( 1 I MIN. SIZE VARIES I 8" TEE OUTLET' 1 I. • E , 4 A . . 4 ',1 UNDISTURBED EARTH d " . 4- — — - 1 ///.. • I 8" SEWER PIPE - • ' • / / '. I / 1 , LL — — — —f ' / / 1 6" MI(. CONC. A ' ' - -__ - 1 � 5t' -_ J 1 ENCASEMENT "" - . - a 1 %- . . o ALL SIDES • • ' ' ' — — — — — — J CONCRETE PIPE DROP PIPE CLOSURE COLLAR 7 12" „,,,, OR APPROVED MIN. D. I. M.J. TEE I I { COUPUN6 ' : : - ^ .\8" OUTLET I 1 i I . • 4 :....4 • • „_� 1 i � I • 0 1 1 II 1 1 1 •ill I I I' : I J UNDISTURBED EARTH _ I 1 / /.. , I COMPACTED GRANULAR 1 _ - - _ / Li'�� COMPACTED L UNDER PIPE " r - -- 7 • . . i O.I.M.J. 80 ° SEND MEW / . .1 CONC. BASE •♦.i . I — - - - - - _j DUCTILE IRON PIPE DROP STANDARD MANHOLE OUTSIDE DROP CONNECTIONS e ,.!=, iitro-i.,, ..d,, r b . , Unttiod Sowecage Agency Dwg. No. 080 AZ A 1 : ' /1.1 12 \ . ' All 11 --i • — — 1.{AX i l.IU►4 Sl GRL G ... ...,....-- ----w- • .• uANHOLE IS 3 CFS. STEP : _ IF GREATER THAN .• • , r 3 CIS. USE OREGON �� DRCP OR GRADE TG • r iNvERT. i • Li SECTION A -A `� DETAIL A wormtmy�Mp MANHOLE FRA►1E • (PARTITION LOCATION) I r AND COYER AS SPECIFIED . 1 /2 SELF TAPPING CONC. ,f—a\ ANCHORS. PHILLIPS 5 - STANDARD OR APROVED EDUAL. / , MANHOLE X I —I /2" STAINLESS STEEL BOLT STEPS STANDARD • • PRECAST SECT IONS �'• + 7I VARIES I'-4' 1Y ` • : • . „=„6„ • I / ... :. • 1. : I DEFLEC' .; - J —__ — PLATE 6�\ (DETAIL C) , - • DETAIL B • A • A A — l PARTITION L 1 1 ATTACHMENT / 15' M-A . D I A . INSPECTION i l/ i AND CLEANOUT 1 — OPENING REMOVABLE DEFLECTION PLATE - (DETAIL C) o• (MIN. 12" WIDTH) ` MATERIAL: STAINLESS STEEL. ALWINUII. OR FIBERGLASS PLATE. — DETAIL A - 4------- TOP PARTITION TO BE � 7 0 0 CUT SO THAT BOTTOM _ - OF CUT MATCHES THE • INVERT OF THE — • v INCOUING PIPE. 0 0 - THE RADIUS OF THE `� CUT SHOULD wTcs • �� • ,- �- y THAT OF THE PIPE. 0 0 SECTION B -B _ DETAIL C r ci f INSIDE DROP MANHOLE sev�erage agency DRAWING NO. 060 � MIN. 3' A.C. IN 2 LIFTS STREET AREAS I OUT OF STREET AREAS SAW CUT I 6 L.— EXISTING SECTI *. RESURFACING r / / //. u=n -1t = % % % CING / 0 -11 —I ■ =II=-1=1 ••. •'. '. ' 0 0 0 0 0 0 0 0 //. 11 . 11 -11 . 0 0 0 ° ° ° ° ° ° o ° o / / f ill ` o o o ° 00 ° 0 0 0 // 00 0 0 // o / O 0 0 • / =II 0 0 ° ° ° ° / 0 / _11 0 CLASS 8 ° /�// * _ ` =1 1/- 11 -11- O BACKFILL ° = CLASS A .11=11- ° o ° BACKFILL Il 2' — 0' . O L. o o o o �. 1/., 0 0 ° 0 ° O 0 ° / j /// 0 0 / / //� Q o 0 °° /// 3/4" — 0 0 1 J GRANULAR BACKFILL ° ° °0 0 0o 0 / // 1 11 .11 :11 :! ! 1 : _ ° ° ° ° // / 1= 11 =11= a • : • • • 1=11 o La z !:11:1 o I PIPE BASE BACKFILL IN STREET AREAS 1. IF S/W IS AGAINST CURB, FILL ROCK TO BACK OF S/W. 2. IF S/W IS NOT AGAINST CURB, FILL ROCK 2' BACK FROM CURB. PIPE BEDDING AND BACKFILL DETAILS !..l REFERENCE APPROVED BY DRAWN Br CITY OF T1 GARD "'- c�°° CAB SCALE DATE DWG ME OREGON N.T.S. 7 -9-93 .t DETAILS \PIPEBED.DWC GENERAL NOTES 1. TRAFFIC SIGNS TO BE 48' X 48' RO „K„ - O BLACK ON ORANGE. A""° 1 100' 2. NO COLLECTOR STREET LANE CLOSURES MIN. OR LOCAL STREET CLOSURES DURING THE FOLLOWING TIME PERIODS: ocu►c 1 p ROAD *MEAD I 7:30 -8:30 A.M. 100' I 4:30 — 5 :30 P.M. MIN. I 3. THE CITYS STANDARD SPECIFICATION T -7A "'SAD O FOR TRAFFIC CONTROL IS 'MANUAL < ON UNIFORM TRAFFIC CONTROL 0 MIN DEVICES FOR STREETS AND HIGHWAYS', U.S. DEPT. OF TRANSPORTATION, L I FLAGGER I FHUA, 1988 EDITION. g 100' 4. ACTUAL SIGN PLACEMENT TO BE MIN. ® ADJUSTED IN FIELD. DO NOT REDUCE Z I I • • 50' MIN. BELOW MINIMUMS WITHOUT CITY I 12 , I s —- -_ APPROVAL MIN. A ® 1 5. THE CITY RESERVES THE RIGHT TO ADD TO 0 100' z OR MODIFY TRAFFIC CONTROL REQUIREMENTS I ® MIN 0 AS MAY BE NECESSARY TO EFFECTIVELY o ! CONTROL TRAFFIC AND TO ENSURE PUBLIC I FLAGGER I L SAFETY. L. < 6. NO LANE CLOSURES WITHIN 200 F t.t I OF 100' I- A TRAFFIC SIGNAL WITHOUT PRIOR CITY MIN. o APPROVAL p aAOan 1'1' -- z �D -7A 100' MIN. LEGEND O ac um Q TRAFFIC SIGN 100' MIN. ® CONSTRUCTION ZONE p 1 to TRAFFIC CONES OR A1J0 APPROPRIATE DELINEATION DEVICE. A TRAFFIC CONTROL .:,. TYPICAL DETAIL REFERENCE APPROVED BY ' DRAWN BY CITY OF TIGARD GAA SCALE DATE DWG FB,E OREGON N_T.S. 7 -9-93 .k DET/TRAFCONT.D*G