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8805 SW BURNHAM STREET ONORrki . {, �— oe r.4 TfcA%FFI�. OUTUAN5 Owl) TCiP �?A .` /5T, 5 FG 1.111;0 9.. 1071.0 7� 50 6 BuRWA� . Z6 ;,•: P — �,�,�y� /,5 107* 40 i 1 .AT Ar1w er2/NLS r 'S 7y'PO &-z �iN1.ET 1 o� !. V4•A m 156e7-4 SND f' I ST . OPN PERMIT N0 . 243---86 �� ,�i► • CI 2 Lo PCR 4.9, 9d• 9 � OF 2 '' .,i1 3 s I 1 � ^44AN mo Z s. _.._..,.»- �.. - _ �-� ..--•►fir. �i i i i j r rt f I � 1,^ I �� i t I fI 1 r� T •I I I 1 �~� i � ., '-..�_.-�..-.�•.� � ,K •-:� ' t � '� - . _ �r -,• •'"°°"' .. 'fit .,,. r e � rli rir ele ilr rle I � �' � � 111 I � � ' ( I � I � I � I � V !� I, l I � I lfjr r Ili ile ili i tlilrli � e � ! lili elrlelr elelele ilrll�le elilil � lelelrlrlefelril . 3 4 5 6 7 10 I I NOTE : i F THIS IS MICFOFILMED DRAWING lS LESS CLEAR THAN Y: ��- ^" THIS NOTICE-;-IT IS DUE TO w tl _D*. -QUAL.IT`,' OF THE ORIGINAL I ., _.._. '-`-DRAWING. 3 dE 6' BZ a 9? S2 fp 2 cZ ZZ 12 oz 61 61 Ll 9 fi GI b l E I 21 11 01 6 9 L 9 S b E 11 r�tl,Irirlerieleereleeielrrrel►►Hlrreelier ,lri lttif n►e relee�el►ieiloiii�l1�1111r1f 1lrlll!!r�Ii�r1t111�IIII�IIII�IIII�ilil�lllllllli�'; I�i911�IIIIIIIIIIIIILII1l8�1llllllll�tllt��lfi lllliieiliriilrriillililill�� I Illi lo . WAW, 4 ,. MARCH 28 1992 !�lno�a�'�. +�teM�+�+i�aassM;c+s3-�r;a;v ,�n•,?�w�+t�!*:.��n, ,snur^r+�,� -. ,, .rwrir.la: ,,,,, vaia�vfira•�r�i��mm�eivWraxYef'r �rmva�t;tkraHYvaarir�*rv�{n'� �' ..mow.:.. _ �t..,.. . ,. �, .. _ r 7 c. roti. .,, t;l'•'�'I' �.(: �. r'_ .;,'", I Y,�• "• „ � ,��'� r. 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WoWkA " ��0 r��1 �_fir■ ; �' 1[ �a"11 ��/��0r��tr • � ,,, i oionl■r w�-�•��1■0 0■■�11 Door�, 0■�■1■1■li oo■lo r■ol►,■bolo o■oo■■o■o� �� .�LI�L■ .�.1.�.1.01�1■lo.r:o.Allo■■.._--VC _ .....`�l0■■�■1�oa�`�■l.rl t ti■o 0..11M1�1■.■Ilor�....1■r■ ■olr�■ ; V , IRK M01011 , 0000�i l0■�■111�1■■�000��■o■�.� �1orr��or 000101..,r�1�-1�--�s:.i..-z�:.111� 00 oo■r■�■0001 r1�11 Iro1■011 ■oi■olll■■oi■o 1``•rooms■�all�-,ter oo� 1 X11 oil"■IwIo�11 roll■�o ■o■■�lllr� ■100 0001 11■010�■10110 ro■o ��1��••c vm■mw �i immma much= MOPW ■■■off■ —■o!ro■1010 oAo1 ��0 1 �ir,■ol■■ `— I � : r i � � �_��o�ol�iii■�� 1 � �` - .. w � w ii ■ 1 'wJ . MAM 'l 70 0 fA r � r • 1 . i l i 4 1 I'I L I'. N U. Zy 3�glo STR. OPN. PERMIT .�....._._._...,...._._._.._._,.,..._„_..,_...._..__.._.�.�,_.__.._.,._... -- iwl; mIAM ST. - 8805 "�' CIT;Yeors May 27, 1987 2 Tiqard Water District 8841 S.W. Ccmrsercial Street Ti.aard, OR 97223 Attn: Mr. Robert Santee RE: Street Opening Permit(s) #209-85 & #243-86 (S.W. Burnham Street Improvement) Dear Mr. Santee: This is transmitted to you to acknowledge that as of May 26th, 1987, the aforsaid improvement has been accepted by the City for operation and maintenance purposes; all work having been satisfactorily completed. Tigard Water Districts obligation relating to said permit(s) is full- filled. Sincerely, John S. Hagman Engineering Technician cc: file JH/mj 13125 SW Hall Blvd„RO Box 23397,Tigard,Oregon 97223 (503)639-4171 - ---— — Harris-McMonagle Associates, Inc, ENGINEERS-SURVEYORS 12555 S.W.HALL.BLVD. TIGARD.OREGON 9727'1-61287 71plephone(503)6139-3.1.53 April Mr . Randall R. Woolev. P. E . City Engineer City of Tieard 13125 S. W. Hall Blvd. Tigard . Oregon 97223 Re: S. O. Burnham Street Improvement Dear Randy: Tigard Water District has completed the lie street improvement of that Portion of S.W. Burnham Street on which their property fronts . The improvements were constructed in accordance with the plans and specifications as approved by the City. Enclosed are the "As Built" mylars . Sinc rely ,yours r R Hari- is , P. F. cc : Tigard Water District APPLICATION - STREET IMPROVEMENT/EXCAVATION COPY TO: ORDINANCE NO. 74-14 (WHITF)_FILE(YELLOW) • INSP. (IR';TRUCTIONS ON SEPARATE SHEET) ❑ (PINK) -OTHER AGENCY y� (Bl.UE)-APPLICANT APPROVED eJ APPLICATION NO.:� NOT APPROVED ❑ CITY O1: •11GARD, OREGON FEE AMT.: i+*—g PENDING FEE PMT. ❑ C.I IY HALL RECEIPT NO.- PENDING SECURITY ❑ PUBLICWORKS DEPARTMENT BY DATE 'T- / _ PENDING AGENCY ''OK" ❑ PIIIhAlion and Progress Record PENDING INFORMATION ❑ FOR STREE f IMPROVEMENT/EXCAVATION MAINTENANCEAS REQUIBOND k_�A __ ANNUAL PENDING VARIANCE ❑ EXPIRATIONAT . PERMIT NO.: �� 3 G'- --- -- — DATE ISSUED: .-----1--1 BY: _ (1 ) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTAL(_ Half Str__t Impr events (Phase II) AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT Tigard-WatLr_-D-istriC-t,.__8&4"_._ I,_� ner al Sty Ticard, OR 97__2,23 639-1554 NAME ADDR[SS CITU PHONE CONTRACTOR (Same) NAME ------- ADDR[.SS PLANS BY Harris-McMonagle Assoc. 1.2.555 Hall Blvd. Tigard, OR 97222 6.)9-3453 NAME ADDRES! `- - CITY ----- - - -PFIONE --- ESTIMATED IMPROVEMENT TOTAL VALUATION ! COSTS: S See X)ectal conditions on approved plan DOLLAR! -- (2) EXCAVATION DATA: - FOR OFFICE USE: ---r��N-- — 0.04 X f__�^ z: �� i_ _ STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY Burnham St. A.C. (NCf�'- t','.CAC PI.X4I STRE fE _ SP TION UESTIMATED STREET OPENING DATE: �:�_ / � / 1986E S ESTIMATED STREET CLOSING DATE: / / T E D (3) SECURITY NO. SECURITY AMT: $ �� STREET See s cial conditions on a ro-ovee-Ian CLOSED SURETY CO.: _—=_J p FINAL _.. CERTIFIED CNECK U� CASH ❑ 80140 INSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. All work shall rnnfoYIR to the approved 7)lan. JI I I 1 -- e _City to be notified three clays S.W. Burnham Street prior to cmnencement of construction work .4 - - - - -- - - - l I 1 I 1 (S) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHTOF-WAY IURISDICTION 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 SPECIFICATICNS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND LKIF'LOYEU.i AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. ✓222'�r APt'LICANTS SIGNATURE DATE Harris-McMonagle Associates, Inc. ENGINEERS-SURVEYORS 12555 S.W.H.U.I.BLVD. TIGARD,OREGON 97223-6287 Ulephone(503)619.345.3 September 12 , 1986 Mr . John Hagman Engirieering Department City of Tigard Re : Burnham Street Improvement Dear John : Enclosed are seven sets of Plans for the Burnham Street improvements . Si erely yours , J . R . Harris Harris-McMonagle Associates , Inc . JRH : ds enc . 1-16 > ws� No4 W1KC3A `t% +!is �X(`� �� /✓C10r^C cJIN�FI, .L c��, � •� I/� /o .SC''�1 L�5 � /Jl/IJivt/u/H <:- �i'e 1ovC r1'r6a;ol".. 6•�1��as er.�rc`✓r- �f be wh r fe 244 1. l !glop 64 p6lbe a,.rf Ile /'LFc E's Sar 10 L 4 e- ew, a,r -f 7"' `1l' ..�y�jare AlAzfr. L i -'rD,r��c•-f / � �.,,�� .>✓C� `ja, �:/'Z* '!/j/,/�' �,lf fI''G� G/U L' /6'� /C--c� l✓/�,1�- 7��?/J `�lx'G'�. T rd eAeo 7,7,01,A-- -7'—71——-"' -' L - 4 vY7'<<✓0� 4,,74 /4-0-� 11AALr l T� Sof i9� 444 /RO / e'�C/a /��izrC/K �lc��'c./ /�?Ji�L . .d�i/�•C�,c�cF � Com.' ,�'1��.�c.- �iyC C�4"�'!r"f�� r• PGE - lb ESTIMATE SHEET PAGE: 1 NAME : CITY OF TIGARD JIGARD WATER DIST. MAP NO: C21 -2A4 ADDRESS : S.W.BURNHAM ST. WEST OF HALL BLVD. ENTITY: 181 TIGARD. LDG ACCT: A74301 JOB DESC : M5-REPLACE POLE DUE TO ROAD WIDENING. JOB CAT : B3800 S'rART DATE: 7-27-86 DISTRICT: W JOB TYPE: 3804 REFER. NO : JAT00027 BILLING JOB TYPE: N/A BLKT NO: 52466 R/C : 322 REQ BY : COST ELE: 31 JOB COMPONENT LIST ------------------------- TYPE NUMBER EST QTY ACT QTY DESCRIPTION EST MHS PA 02250345 1 __ _ POLE-45 ' -D' ST FR,'4hlNG 3.0 PA 02030630 1 POLE-30' S"UB/SVC-DIST FRMG 2.0 PA 03081001 1 SINGLE CROSSARM - LIGHT 8' 1 .0 SK 0134005 3 5000 D E CLV INSU SK 0110506 3 5/8X6 LINE BOLT SK 0165771 1 TAG POLE ----•---------.-_-- LABOR ADDITIONS : LABOR SUMMARY MHS: ADJUSTMENTS : 1 MMS COMPONENTS : 6.0 TRAVEL: 3.0 MHS ADDITIONS : 4.0 REMOVAL : MHS TOTAL : 10.0 NN%�?S.jGARD OTEpS- Tv CIRCUIT NAME: 13337 LOCATES: ----•---____--__-�----------=-=-=ADDITIONAL ITEMS f:EQUIRED PGE . . . . . NO STAKING . . . . . . . . YES TELCO . . . NO TREE TRIMING . . . NO CATV . . . . NO EASEMENTS . . . . . . NO GAS . . . . . YES(220-2415) PERMITS . . . . . . . . YES TIGARD WATER . . . YES(639-2591 ) O.K . FOR RECORDS INITIAL :DATE SEWER . . . NO LINE DEPT OTHER . . . NO OFFICE �,T_ EST BY : J.A. THOMPSON DATE : 7-21 -86 STARTED BY : DATE : APPR BY : DATE , COMPLTD.BY: DATE : APPR BY : 1 Mhz DATr : PGE - IB ESTIMATE SHEET PAGE: 2 NkME : CITY OF TIGARD,TIGARD WATER DIST MAF' NO : C21-2A4 ADDRESS: S.W.BURNHAM ST. WEST OF HALL BLVD , ENTITY: 181 TIGARD. LDG ACCT: A74301 JOB DESC : M5-REPLACE POLE DUE TO ROAD WIDENIVG. JOB CAT: B3800 START DATE : 7-27-86 DISTRICT : W JOB TYPE: 3804 REFER. NO : JAT00027 BILLING JOB TYPE: N/A BLKT NO: 52466 R/C: 322 REQ BY : COST ELE: 31 _.======.__-_=_==______=MATE:RIALS r0 BE REMOVED EST QTY ACT QTY DESCRIPTION 1 ------- 40 FT. POLE C21-2A4/i557, 195i rrw•'wiarww'Ifn1W 3JW WekhA.i.dikalL=W3tiWfGCwYk -uf.YlakYSWVYHIWnY�YM5R48M4�.Yl.l.b1Mffi110.YQNnYIwWHwWI��{fbl�t'',J�t...; PGE - tB ESTIMATE SHEET PAGE: 3 NAME: CITY OF TIGARD, TIGARD WATER DIST. MAF' NO: C21-2A4 ADDRESS : S.W.BURNHAM ST. WEST OF HALL BLVD. ENTITY: 181 TIGARD. LDG ACCT: A74301 JOB DESC : M5-REPLACE POLE DUE TO ROAD WIDENING. JOB CAT: B3800 START DATE : 7-27-86 DISTRICT : W JOB TYPE: 3804 REFER. NO : JAT00027 BILLING JOB TYPE : N/A BLKT NO: 52466 R/C : 322 REQ BY: COST ELE: 31 ---------------------------------------------=------•----_-___-------_-_-----__- JOB COMPONENT DETAIL LIST: 1 PA 02250345 POLE-45' -DIST FRAMING 3.0 MHS 96.00 1 SK 0142345 45 FT FIR POLE Tk 182.71 EA 182.71 1 SK 0165055 POLE TOF'CAP 9IN 1 .61 EA 1 .61 1 SK 0165771 TAG POLE .08 EA 0.08 1 SK 0110510 5/8X10 LINE BOLT .57 EA 0.57 1 PA 02030630 POLE-30' STUB/SVC-DIST FRMv 2.0 MHS 64.00 1 SK 0142330 30' POLE 87.77 EA 87.77 1 SK 0165055 POLE TOPCAP 9IN 1 .61 EA 1 .61 1 SK 0165771 TAG POLE .08 EA 0.08 1 SK 0110510 5/8X10 LINE BOLT .57 EA 0.57 1 PA 03081001 SINGLE CROSSARM - LIGHT 8 ' 1 .0 MHS 32.00 1 SK 0106140 8 FT UNBR DIST AR 10.80 EA 10.80 1 SK 0110514 5/BX14 LINE BOLT .72 EA 0.72 2 SK 0112328 FLAT BRACE 2 IN 1 .66 EA 3.32 1 SK 0160053 P142A CURVED WASH .80 EA 0.80 1 SK 0160200 2 1 /4 SQ WASHER .17 EA 0. 17 1 SK 0165251 X ARM GAIN 4X5 1 .80 EA 1 .80 1 SK 0165350 LAG SCREW 1/2X4 1 .24 EA 0.24 4 SK 0516103 BOLT CARRIAGE GAL .26 EA 1 .04 3 SK 0134005 5000 D E CLV INSU .59 EA 1 .77 3 SK 0110506 5/8X6 LINE BOLT .71 EA 2. 13 1 SK 0165771 TAG POLE .08 EA 0.08 '.:.'Wit' .:•..'•.. 'M .;>y.w -:.Y:c7c... .P„p,.i.W`ae :..h+rWw.•o_ (.wiA.iLHtY4J P.yNF:u_..eJ,1.twY.W aaA1?14N11Ya1Mil<_..c1Lu z.:: yy.: i '. '. �A PGE - B ESTIMATE SHEET PAGE: 4 NAME : CITY OF TIGARD, TIGARD WATER DIST. MAF' NO: C21-2A4 ADDRESS : S.W.BURNHAM ST. WEST OF HALL BLVD. ENTITY : 181 TIGARD, LDG ACCT: A74301 .JOB DESC: M5-REPLACE POLE DUE TO ROAD WIDENING. JOB CA'T: B3800 START DATE : 7-27-86 DISTRICT : W JOB TYPE : 3804 REFER. NO : JAT00027 BILLING JOB TYPE: N/A BLKT NO: 52466 R/C_r-322-=--- - REQ BY COST ELE 31 JOB COST SUMMARY : FLAT RATE PRICING PER LABOR(@ $ 32.00) : 10.00 MHS 320.00 TIB - 22 MATERIAL: 297.87 STORES LOADING( 0. 186 ) : 55.40 _-`-_-`_`_ METERS: TRANSFORMERS : SERVICES (FLAT RATE) : N/A SUBTOTAL 673.27 Slf;='V LOADING( 0.20 ) : 134.65 TOTAL JOB COST(UNLOADED) : ( --457.87) - -� TOTAL JOB COST(LOADED) : 807.92 L.E. ALLOWANCE N/A N/A NET COST TO CUSTOMER $ 0.00 REcocKArF-:: *24LTY J 1 iv/V _ a I N S7-4 / -30' �?1T P rzv c.W- ►►�n / Ar ►2 F T►a G �L - 3 -Soo It'-cm cu Rte- LA-7 .r QpNS�EQ T'n NrC� �c TITLE \ -726A 0 I,y 4 T C-YZ Dim \ 8'70 S S T � I P I CECTI--N NO _ G � I --2 1554 19 tjc) 5 -4 6 C-D —� TYPE 3 —75 w-v4 CIRCUIT 1 3 33.7 3w 480v SCALE EST. �j dr,•.{; DATE 7- ENGR. (� / DRvG NO. TH F_ri G Tl~ o e "r" no C— Tv N, � w rT4 ► - 4 S W - D'. l/V S U�p 7TJt' poi ES 2 GrMoVE: l �� -rte�r.4 ro c, N. 4 ipccm CC PbMand General Electric C TWny Date July 24, 1986 Gentlemen: Re: ' City of Tigard, Tigard Water District Attached is our proposal for providing underground electric service to the above noted subdivision. Our preliminary investigations suggFt that this proposal is compatible with existing and/or proposed project and utility construction; however, if there are any conflicts with your existing or proposed installation, please contact me at your convenience in order that the plans may be modified. Very truly yours, J. A. Thompson - ,Job No. 54266 Estimator Copies to: 1 Tigard Water District - 639-1554 8841 S.W. Commercial Street, Tigard, OR 97223 Attn: Robert Santee 1 City of Tigard - 639-4171 City Engineer, 12420 S.W. Main Street, Tigard, OR 97223 City of Tualatin - 638-6521 City Engineer, 18880 S.W. Martinazzi Ave. Tualatin, OR 97062 Attn: Mike McKillip 1 City of Sherwood - 625-5522 90 N.W. Park Avenue, Sherwood, OR 97140 2 City of Newberg - 538-9421 City Engineer, 414 F. First St. , Newberg, OR 97132 Attn: Bob Sanders 2 Yamhill County - 472-9371 Road Department, County Courthouse, McMinnville, OR 97128 3 Marion County - 588-5036 Marion County Department of Public Works, Salem, OR 97301 Attn: George Grove 2 Clackamas County - 655-8521 Clackamas County Engineer Dept, 902 Abernathy Rd, Oregon City, OR 97045 Attn: Pat 2 Wilsonville - 682-1011 Larry Blanchard, P.O. Box 220, Wilsonville OR 97070 2 State Highway - 653-30()9 5821 NE Glisan St. , Portland, OR 97213 Attn: Mr. Rirharri F1nm4 2 Northwest Natural Gas - 226-4211 123 N.W. Flanders St. , Portland, OR 972.09 Attn: D. W. Mills 2 City of Dundee - 538-3922 BOA 201, Dundee, OR 97115 Western Division- 14655 SW Old Scholls Ferry Road—Beaverton, Oregon 97007---643-5454 Set -S N� l5 S a t -a GC`r�\ cG►,�.PlC�C Tx rc era-- i * I I April 17, 1986 01YOF TIFARD VOSMINOTON COUNTY,OREGON Robert E. Santee, P.E. Tigard Water District 8841 S.W. Commercial Street Tigard, OR 97223 Reference: Striping of S.W. Burnham Street at Hall Blvd. Dear Mr. Santee: Your striping plan of April 7, 1986, is approved with some minor revisions as shown on the enclosed copies. We want to use buttons and reflector markers as shown on the enclosed drawing. The arrows and stop line should be thermoplastic material. This type of striping work can best be performed by specialty contractors with the appropriate equipment. Jerry McNurlin at the City can provide you with the names of competent contractors that we have used. Your interest in completing the Hall/Burnham improvements is much appreciated. Feel free to call if you have any questions. Sincerely, Randy R. Wooley, P.E. Deputy-Director/City Engineer RRW/br Encl. 12755 S WASH P.O BOX 23397 TIGARD,OREGON 97223 PH 639.4111 -------- STRIPING DETAIL FOR INTERSECTION APPROACHES, 4 I yellow button 4_4yp. 3' typ. 3' typ. 15' typ. yellow reflector marker CENTERLINE MARKINGS 4" white button I 3' typ 3' typ. 15' typ. white reflector marker LANE LINE MARKINGS c;IT`I OF TIOARV APRII vAt< a a � h0. h 14 V4 cm a Q a ANddWOO Do Z v J N OIH10313 N �. Ss � � � h • ., 1 T Moil ul V M < �. 42 4. � q _. �► lid .9 � � * a �� 4 x w 'T _ N cr- OL cz CD 57 * m ? w Q t cc 0. � M 1 c Lai c:l z cc 10Ib1SI0 d3laM Oad9Il J21t19 kpff consulting engineersLIETTf[ DO (M 421 SW 6th Avenue Suite 911 pPR PORTLAND, OREGON 97204 ��DD oAre ------------ Boa o --— _/a=fry — (503) 227.3251 ATT ON TO __/ Wyk WE ARE SENDING YOU [ )�ttached ;] Under separate cover via _.—__. __tile following items: f I Shop drawings )d Prints L] Plans U Samples 1"j Specifications I1 Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: I I For approval 1-i Approved as submitted f ! Resubmit copies for approval {For your use I Approved as noted 1 Submit__—__ copies for distribution L] As requested i Returned for corrections 1.1 Return___corrected prints 1 ] For review and comment - C_] FOR BIDS DUE _ _._.._______ ____19_____. Cl PRINTS RETURNED AFTER LOAN TO US REMARKS Z .X11 _�t2�l4--�� -111+—. �_��l!t'L•—Z � `T ' - _9 F 19 S,&,p 7- — '_ 't�2 J.— �.S s�rli l _�'� _`_—t_ .Ztrt_..1 Q_.4: Jam_V** _ "t t_t'c1,M_ ra _._A-_s yr enlF-e /a#a-_mL4rk* c' _�ts_. .�i -Yd .04_._ths _ ? .-- . end o��Ll�_=�_�.__.�•�-.�to_e� c.. ► � �--��-n.�L-�s�� - COPY TO -- ----- — SIGNED: PROW 1403 mt.6d a ttnl 01411 It enclosures are not as noted, kindly notify us at once. TIGARD WATER DISTRICT 8841 S W COMMERCIAL ST. TIGARD.OREGON 97223.6290 PHONE (50:i) 639.1554 April 7, 1986 UP Randy Wooley, P. E. CITY OF TIGARD City Engineer City of Tigard P. 0. Box 23397 Tigard, Oregon 9722.3 Re: 1/2 Street Improvements : S. W. Burnham and Hall Blvd . Dear Randy: Construction on the subject project has been completed except for the finishing touches . I have prepared a plan to paint white striping on S . W. Burnham Street. (see attached drawings) . Oregon State Highwz.y Division does not desire that painting be done on Hall Blvd .. at this time. This plan is almost identical to the temporary markings as installed by your personnel . We are prepared to do whatever is necessary to accomplish the white striping. However, your personnel are more experi- enced in this type of work and we would agree to reimburse them for any work performed for us. Stuart Cato, P. E, kpff consulting engineers, is presently working on "as-built" drawings and preparing le,!al descriptions of land to be donated to both the city and state. Your assistance on the striping would be appreciated. Thank you. Sincerely yours, TIGARD WATER DISTRICT i Robert E . San P . E. Administrator cc: Stuart Cato Note: If you desire buttons kpff Consulting Engineers we will be glad to pay for 421 S. W. 6th Ave. Suite 911 those too. Portland, Oregon 97204 'Pit%Mri fi<rn Jmreifinn R•RrP.tfrcJ Ji•.f Carlson Testing, Inc. �' � �VL C41Y OF 11GARD P.O.Tigard.OrreegoonnBox 97223 hog wo. CP-2675 Phone(503)681.3169 REPORT OF IN-PLACE ASPHALT1111. CONCRETE DENSITY TESTS Client Tigard Water District April 4, 1986 P r o I ec r —Tigard Water District Half Street ITQrovement @ Hall. Blvd. & Burnham St. D e s c r,v 1,on Class "C" Asphaltic Crmcrete from Jacobsen Rice Density __ 151.2 Marshall value n/a _ Method of Teat Nuclear 3411-B orf or wool R —![i! �p 7 E S T LOCA T ION Lift No. In Place Densi cor.. c nom (Witlio t Sand) 4-4 1 Ha1o 1. Blvd. , 24' frn North End, 9' from Curb Face 2 146.3 96.8 i. 4-4 2 Hall Blvd. , 24' fron North End, 9' frem Curb Face 2 153.7 100.0+ 4-4 3 Hall Blvd., Center of Strip, 12' from Curb Face 2 151.7 100.0+ 4•-4 4 21' from CB Radius in rltiir-n, 9' from Curb Face 2 155.7 100.0+ 4-4 5 Burnham St. , 21' from Curb Face at CB 2 151.4 100.0 4-4 6 Burnham St. , 15' fron Curb Face at CB 2 152.4 100.0 Remarkf cc• 7 y of Tigard CARSON TESTING INC "rrruirirm/nyrartinn K•Rehti•J 7ixG Carlson Testing, Inc. P.O.Box 23614 Tigard.Oregon 97223 CP-2675 Phone(503)664.3460 hoe No. REPORT OF IN-PLACE ASPHALTIC CONCRETE DENSITY TESTS Cilent Tigard Water District April 4, 1986 Proecr Tigard Water. District Half Street Improvement @ Hall Blvd. & Burnham St. D e w.p f l on Class "B" Asphaltic Concrete frau Jacobsen Rice Density 152.9 Marshsll Value n/a Method of Test Nuclear 3411-B ° [fit ��Of toot o. T E S T t_ o c A . o N Lift No. In Place Density ` " COY• C 110■ 4-3 1 Hall Blvd. , 30' S. of ll, end 10' Off Curb 1 138.9 90.8 4-3 2 Hall Blvd. , 80' S. of N. end 22' Off Curb 1 146.6 1 95.9 4-3 3 Hall Blvd. , 130' S. of N. end 22' Off Curb 1 147.9 96.7 4-3 4 Burnham St. , 25' W. of Catch Basin 5' Off Curb 1 142.? 93.1 4-3 5 Burnham St. , 5' off E. Catch Basin 1 144.6 94.6 4-3 & Burnham St. , 3' off E. Catch Basin 1 147.1 96.1 4-73 7 Re-test of Test No. 4 1 145.8 95.3 4-3 8 Hall Blvd. , 30' N. of Catch Basin 8' Off Curb 1 150.9 98.7 4-3 9 Hall Blvd. , 100' N. of Catch Basin 6' Off Curb 1 146.8 96.0 �emorks cc: City of Tigard �'AFLSON TESTING INC ILVLI � � �onstr ucrion Inspection&Rr dsted Test Inc.Carlson Testing, CITY Of PGARD P.O.Box 23814 71gord,Oregon 97223 POO ".0 CP-2675 Phone(5013)MM-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS April 2, 1986 Client Tigard Water District Project _ Tigard Water District Half Street Improvement @ Hall Blvd & Burnham St Soil Description 3/4"-0 Cobb Rock Max. Dry Density 118.8 lbs./cu. It. Optimum Moisture 7•8 % Method of Test Nuclear 3411-B DATE Or last EIIv. Uri FIELD IN-PLACE EM-try flEr ro. TEST LOCATION rr. xo. Olsrus (Lss.1cu. rt.) • It It nc CSM r�(110M r 4-2 1 North End, 5' from Face of Curb Base 6.1 125.0 117.8 99.1 . 4-2 2 40' S. of N. End & 5' off of Cut Edge 6.7 124.4 116.6 98.1 4-2 3 40' N. of S. End & 5' Off of Curb 6.2 122.1 115.0 96.8 4--2 4 50' W. of Hall Blvd. & 3' off of cut edge 7.5 1.30.4 121.3 100.0+ 4-2 5 5' S. & 5' W. of west catch basin 5.7 124.6 117.8 99.1 Remarks Cc: City of Tigard CARSON rESTINO INC. Construction Inspection R Related Tests Carlson Testing, Inc. P.O.Box 23814 T184rd,Oregon 97223 Poo NO CP-2675 Phone(503)884.34M REPORT OF IN-PLACE SOIL DENSITY TESTS April_ 2, 1986 Client Tigard Water District Project Tigard Water District Half Street Improvement @ He11 Blvd. & Burnham St. Soil Description 3/4"-0 Cobb Rock Max. Dry Density 118.8 lbs./cu. It. Optimum Moisture 7.8 % Method of Test Nuclear 3411-B O.Tt E [ltY Uri FICLO IN-PLACE O. T E S T LOCATION rt. wo. oluuet Iuel./tu. FT.) x �� t W COY�.0 IIOM 4-2 1 North End, 5' fratn Face of Curbnall Base 6.1 125.0 117.8 99.1 4-2 2 40' S. of.N. End & 5' off of Cut Edge 6.7 124.4Hall 13Tva 116.6 98.1 4-2 3 40' N. of.S. EiA & 5' Off of Curb 6.2 122.1 115.0 96.8 4-2 4 50' W. of Hall Blvd. & 3' Off of cut edge 7.5 130.4 121.3 100.0+ il?km Row 4-2 1 5 5' S. & 5' W. of west catch basin " 5.7 124.6 117.8 99.1 Re-riarkt cc: City of Tigard CARLSON TESTING INC. kpff consulting engineers March 24, 1986 (Revision of 3/19/86 Letter) CITY OF TIGARD 12755 SW Ash Street Tigard, OR 97223 ATTENTION: Randy Clarno RE: Tigard Water District Hall Street Improvement of SW Hall Blvd. and Burnham Street kpff Project No. 84645 Gentlemen: This letter is in response to your questions on what effect moving the improvement of S.W. Burnham Street ten feet north would have on the S.W. Hall/Burnham traffic signal and the S.W. Hall Boulevard LID project. Shifting the alignment of S.W. Burnham Street north ten feet will have no negative impact on the proposed installation of traffic signals at the intersection of S.W. Hall and Burnham. The standards for the proposed traffic signal are at the southwest corner and adjacent to the Amber Foods building on the east side of S.W. Hall . These proposed locations can easily be adjusted to conform with the change. The proposed change by Tigard Water District does not have a negative impact on the City's Hall Blvd, LID project. The resulting pavement width will be in excess of the 44 feet recommended in the LID report for improvements to Burnham Street. The striping of the street for two travel lanes, turn lane and a bicycle lane could be done upon completion of the Tigard Water District property improvement. The remaining portion of Burnham Street along the Tigard Water District property will be built when the property is improved. The resulting curve will have a 178 foot centerline radius which does not meet City design standards. We reduced the centerline radius in order to allow for a minimum 100 foot tangent. on Burnham easterly toward Hall and to allow for the inter- section to be revised to intersect radially. The relationship can best be seen on drawing no. 84646-1 titled Preliminary Design Burnham to Civic Center Hall Boulevard Street Improvement which is on file at your office. 421 s.w. 6th avenue, suite 911, portland, or 97204 (503) 227-32.51 anchorage los angeles portland Seattle Mr. Randy Clarno CITY OF TIGARD RE: Tigard Water District kpff Project No. 84645 March 24, 1986 (Revision of 3/19/86 Letter) Page Two With regard to lane markings, we were not retained to provide any lane marking for the Tigard Water District project nor did we propose to the client to provide this. It was our feeling that the present striping of Hall and Burnham be kept in tact until such time as the City of Tigard's Hall Boulevard LID project and Hall/Burnham traffic signal project ware completed and the Oregon State Highway Title II project for a left turn pocket were done. At this time it would seem appropriate to re-stripe Hall and Burnham to take advantage of the improvements. If you have any questions, please call me. Very truly yours, Stuart L. Cato, P.E. Manager, Civil Engineering SLC:nbc Enr_1 knff consulting engineers March 19, 1986 CITY OF TIGARD 12755 SW Ash Street Tigard, OR 972?3 ATTENTION: Randy Clarno RE: Tigard Water District Half Street Improvement of SW Hall Blvd. and Burnham Street kpff Project No. 84645 Gentlemen: This letter is in response to your questions on what effect moving the improvement of S.W. Burnham street ten feet north would have on the S.W. Hall/Burnham traffic signal and the S.W. Hall Boulevard LID project. Shifting the alignment of S.W. Burnham Street north ten feet will have no negative impact on the proposed installation of traffic signals at the intersection of S.W. Hall and Burnham. The standards for the proposed traffic signal are at the southwest corner and adjacent to the Amber Foods building on the east side of S.W. Hall , these proposed locations can easily be adjusted to conform with the change. The proposed change by Tigard Water District does not have the negative impact on the City's Hall Blvd. LID project. The resulting ' pavement width willboin excess of the 44 feet recommend,-Ain the LID report for improvements to Burnham Street. The striping of the street for two travel lanes, turn lane and a bicycle lane could be done upon completion of the water district property improvement. The remaining portion of Burnham Street along the Tigard Water District. property will be built when the property is improved. The resulting -e� Gur k?_ will have a 178 foot centerline radius which does not meet City design standards. We reduced the centerline radius in order to allow for a minimum 100 foot tangent on Burnham easterly toward Hall and to allow for the intersection to be revised to intersect radially. The relationship can best be seen on drawing no. 84646-1 titled Preliminary Design Burnham to Civic Center Hall Boulevard Street Improvement which is on file at your office. 421 s.w. 6th avenue, suite Q11, portland, or 97204 (503) 227-3251 anchorage los angeles portland seattle f Mr. Randy Clarno CITY OF TIGARD RE: Tigard Water District kpff Project No. 64645 With regard to lane markings, we were not retained to provide any lane marking for the Tigard Water District project nor did we propose to the client to provide this. It was our feeling that the present striping of Hall and Burnham be kept in tact until such time as the City of Tigard's Hall Boulevard LID project and Hall/Burnham traffic signal project were completed and the Oregon State Highway Title II project for a left turn pocket were done. At this time it would seem appropriate to re-stripe Hall and Burnham to take advantage of the improvements. If you have any questions, pleasE call me. Very Li ul y yours, G Stuart L. Cato, P.E. Manager, Civ �i Engineering SLC:nbc Encl APPLICATION — STREET IMPR .-MENT/EXCAVATION COPY TO: ❑ (WHITE)- FILE ORDINANCE NO. 74-14 I�I-�� (BLUE) -INSP. (YELLOW) - AGENCY (INSTRUCTIONS ON SEPARATE SHEET U ) � (PINK) � APPLICT LIC AANN ' APPROVED U APPLICATION NO.: _ 238 NOT APPROVE) (7 CITY OF TIGARD, OREGON FEE AMT.: S -- — I`FNDING FEE. PMT. (_) CITY HALL RECEIPT NO.: PF-N DING SECURITY 1:1 PUBLIC WORKS DEPARTMENT 9Y — DATE__.-_...._L—_.�_—� I'LNDING AGENCY "OK" ❑ Application and Progress Record MAINTENANCE BOND PONDING INFORMATION O FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED ANNUAL :7 PENDING VARIANCE ❑ EXPIRATICr D - PERMIT NO.: _ Z09-$r DATE ISSUED: 3 ZO/ ov ,, BY: — (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL 11,11f sheet [mruvc _._ AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT Tigard Water District 8841 SW, rommer-ia1 ct - , Tigard, COR 97223 639-1554 NAME ADDRESST W PHONF CON"RACTOR_ (same) _ __— NAM AODP19T9- CITY PHONE PLANS BY_K_I?FF Cunsult_atits En in,ers, 421 S.W. 6th suite 911 Portland OR 97204 227-3251_._ NAME ADDRESS CITY PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ ,5"" sp`"cal I-Inditions on approved plan DOLLARS _ FOR OFFICE USE: rlMIN. (2) EXCAVATION DATA: O.Oqx S - _- s��_----- STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY _ TYPE LENGTH WIDTH DEPTH ITEM A QUANTITY Clurnham St . A.C. (NOTE TTACHE Pt AN) STREET – IN 8 R TIO E O U --- ESTIMATED STREET OPENING DATE: JAN / �9�s� E _ 8 ESTIMATED STREET CLOSING DATE: / _ ED STREET (3) SECURITY NO. _ SECURITY AMT.: : CLOSE ��Q1f See 5gecial Cunditiuns un Appruved Plan FINAL CERTIFIEDCHECK O CASH D •ONn O INSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIL)IIS: FEATURES; EXCAVATION LOCATION AND EXTENT. All wurk Shall cunform t(r the approved pian therefor. N _ _ rit_y to be notified three days p Driur to cummencement of W. NLI STREET construction work. / 1,e, \I � I i r•� � �_-- .� � � .. I 1� � � � — 1 I (`?I NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY )URISDICTION 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 SPECIrICATIONS 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. APPLICIINTr•IIgNAt111Mt: DATE / �� I - 0 CaAw)n Testing, Inc. Construction Inspection R Related Tests P.O.Box 23814 ngprd,Oregon 97223 (T-)675 Phone(503)884.3480 rJfa 'foo. _ REPORT OF IN-PLACE SOIL DENSITY TESTS March 17, 1986 Client— Tigarcl Water District F"01ecI Tigard Water District Half Street Improvement @ Hall Blvd. & Burnham Street Soil Descropl,on 1 1/2"-0 Cobb Rock Max. Dry Denr,ty 123.3 lbs./cu. it. Optimum Moisture 3.6 % Method of Test Nuclear 3411-B o.,r u. us' TEST LOCATION Hde ^t�� 1M-PLACE 0INfitr ■o ONruet (Los./ U. rt.lC*.APAC I IOM WEI any 1-�17 1 Burn1kim, 130' West of Hall 7.5 129.8 119.9 97.2 _1-_1 / 2 Burnham, 3C' West of Hall 6.9 130.2 121.7 98.7 i-11 3 hall, 70' North of Burnham so6.6 130.9 122.8 99.6 t 17 4 Hall, 1.70' North of Burnham 6.3 129.9 122.2 99.1 I I Rem orks cc: City of Ti CARLSON TESTING INC. Construction lnrlecrion&Refired Turr Cis lson Testin Inc P.O.6o[23611 Tigard,Oregon 97223 Q" Phone(603)661-3160 IID 110 REPORT OF IN-PLACE SOIL DENSITY JESTS Client_ «Y r) it r Soil Description CD Ia"/ I I7 1 I✓v1 r V.& Max. Dry Density Z lbs./cu. It. Optimum Moisture _ % Method of Test Ou[ Or rl.[r [l[v. U/r ru110 IN-PIACI OINSIr♦ Ice: w. E L T LOCATION rr. No. asrullc IIU./cu. rr.l +� 61A (r 3°'tAJ l� ��&�oz ,rly/ -5 /L9. 9 // 7•Z L v Sal '� `� /�a . L /.21- 9�• Remorks CARLSON TESTING INC r 72) / 98kl _T �>DEJ tJ�.e--7"F'r+� //q!•.-�� C�/Q �r�*ir' /.,�.ST�'-icTJ ,,f yr� � / U C'�'. 7�p/ <' //. ��.�r c'/r ,�. �� %lli. ' rte, s- 717 c/ /��-e�,�<�,� 7z �7�-Ear f ) Aw, 'oe �2—,17Z (./1AVOr TRAYgLL ?U LK. TRNj6L Py;c ��► �, orl 14- =J} '144i, i,5�,.d S)&e4 . -rvv,P . r Ile tiUlil�i`/ J �iELii� l�.k �l f/Hai >I.cl�/J?CN_ 7— �� INS/7"7`B'st, 5��`?/�1e►�� i'i� sr� Csc-7� 7L�1.c.T �lC�S ma4/+ /ta-TiUycJ c7'D�°S h1' 7L /o�vc !f 74 ��c° ✓✓YSc�c Iaw a�', / T /�A°—�/�1/yl•� /S 7t 7%e0o si� C�vrJdc7': These ,p/,t.I.S 4�4X I 11kole,ud:1 . Aoovr— 10, O r TA F d .All, `7�s✓�-- 1-51reoppll- A-11 .Stoe/ /�rArry2 G ow-r,7 Uc?i e-rv. ? 70�40' e�61Yo6lh 7�- 'c Oars�c�s civ oc./ra �6� ,�,v, ►�.r ��. 4e 71�l t./ %fie/r AS hof' S'Jpq�7`rvAl ry C-j— /!�_ �1� ��/C/. L . 1 .�%h L✓Y?��, �S`I �, Wp�T, b\ST" �Qvr��►,�. V.r)C V% �e �2k �11.�.T�L� l Ft-� ? �c��.�T�> ', 'S. fin►��'. S��-C zc, R `� ��o¢�� -ct�a`c Mtn_, `�►�►.�r �� a 17c��_M�,t_ k-o Nw :r of -0�-'VS ►1esS o►J T1'�t / i�'1�D�. .� v ��, al.l.. "`'lo /� $V►�Ct4 S='/��.�wokK_ `nuc-!! c'oi.��l� S/�uC PC�`,c��TS�.�_ ��Rtr. EN`gk'C�`,�1t`►.X Of i � r� kpff consulting engh. .•s 421 SW 6th Avenue Suite 911 PORTLAND, OREGON 97204 7 +5.795 _ oAT�/1J/o:J--W 1100 No84645 __—..,_ (503)227-3251 ATTENTION -Me,. John Hagman F V,A,�1 K 0 . RE TO CITY OF TIGARD Hall Blvd .112 Street Improvement P.U. Box 23397 — -- ---- -- --- Tigard, Oregon 97223 WE ARE SENDING YOU fw Attached ❑ Under separate cover via-_— _—__.__—_the following items: I Shop drawings Er Prints lI Plans I..I Samples CI Specifications C Copy of letter f I Change order COPIES DATE NO. DESCRIPTION 7 1-31-85 C84646-4 Plan and Profile C84646-5 Misr_. Details and Notes 1 Original Checkprint to e3�_ ��K,, A til K. -- _ — - -- -- LO -I P%-\. 't,o `ec)tj JJ Y' THESE ARE TRANSMITTED as checked below: r�, For approval C! Approved as submitted ❑ Resubmit—.__—copies for approval ❑ For your use 1 I Approved as noted ❑ Submit copies for distribution U As requested I Returned for corrections ❑ Return—___corrected prints ❑ For review and comment 1 ! _ ❑ FOR BIDS DUE ----19--- LJ PRINTS RETURNED AFTER LOAN TO US The 8t1 cast iron sewer that was a pressure main is too shallow (only 2411-3011 cover) to REMARKS— be EMARKS _ be of any use to Water District property east of the bend in Burnham, If it is in the way of construction, it could be removed, Otherwise, I suggest ,just leaving _ it as is for now. When Burnham is improved west, either the sewer should be extended or a ME1 constructed over the line about. 2001 west of the bend in Burnham. COPY TO Goldie Kohal i Tigard Water (7) Sets ___ — SIGNED: �— "000241 JWWW Off.No Owl R enclosures are not as noted, kindly notify us at once. I 1 '7 J (Revised 8/_3.0/84) C0NS'f RUC'T 10N PLAN C 1 RCULAT I ON LISTING REVIEWING AGENCY CONTACT PERSON PHONE — - x P.G.E. Company Jack Thompson 643-5454 14655 S.W. Old Scholls Ferry Rd. Beaverton, OR 97005 JK Northwest Natural Gas Co. Jack Mills 226-4211 220 N.W. 2nd Avenue Portland, OR 97209 X General Telephone Co. Tim Lewi , 620-0173 12460 S.W. Main Street Tigard, OR 97223 Tigard Water District John Miller 639-2591 8841 S.W. commercial Street Tigard, OR 97223 Water t�'t- NRfft°f11 65x)1 S. ors Ferry Rd. Po rid, OR 9 Tr in RUral rtion (7rstrr t gsc� Rd. 127 0R97t n, 06ri ��.►��',� 20665Ston A OR .97001 700 x Storer Cable Caroline Thompson b44-3188 14200 S.W. Brigadoon Court p.0. 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HA L L B VD rYPICAL SrR, 4/u 49 -4- 00 Be Cal Ai w LCX 16 7 Ph v T" TD7.4re.'y E'xisT rIaAl Ase 3. rmENr rA ffie 201 1,+a TA 480-30 TO 49i_00 s. w BURNHAM sr. Mt. STD, /yN RiNG 77 N .,y a � _ fs • ST . OPN FERMI ' NO 3 �. - .,o, M�4x Z �� D ~ '-u . o a 1 24 -8b - 4;oea�N 4 OF 23 t Iwo rillfj til II I , I I I I ! i ( 1 I I I I I I o l t III s l i t . NOTE IF THIS M IC;ROF J+ »w ' 1 LME D �:,•. , ? - - --. ,� 3 4 - � Ei 7 8fb DRAWING IS LESS CLEAR THAN .. �..,.�.r THIS NOT ICS;"IT IS DUCE TO -QUALITY OF THE ORIGINAL �.-✓DRAWING. 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OPN PERMIT NO . 243---8E 5 ^ ' 23 ♦� .wuxk, •�+'�lS. .y' Jnr S � '� .' —^..••.—. � ._. • ; ._ � �—_...r^+.err.. _ ... „ -. ... .. ..+n _ N71i$111IrrfIi.4Ykt9'�4t.Y'b..IMM:Nr;,9P.Yr1`'!$R4VNYNf.�i2- ,.., M5'e'ay" 1 M » * • �� . � �.'""1 "' � 1tr� 4 : - '•'�►tir a,�,�„ . . I,�._:.-.t 'Wa�-••. ';+w.__ ., �--.�„r. `�,: I ri..- 1 I --+r--�l..-.l �I 1I I l i 1 i� l sem_;_1'�1•r 1.t_ 1_ I...lt1 lr 11 _li rY`_. 11 �i 11 tt 11 � 1 r1 ri rti � 1 t1 11 111 . a k ttl'I1riIirrI. It1t1Ir �piM1. 111111(11111,671,1111i Ii1 � I1 �1t111I � Ill 1i ri111_ { z d. 1 , r w.: NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOT ICE;"IT IS DUE 10 VOW THE -QUALITY OF THE ORIGINAL k. .' DRAWING. O E 6Z 8Z tZ 9Z SZ *Z cZ ZZ I z 08 61 91 LI 91 S ! f I E I 21 i 1 01 6 a 19 S E ��IIIIII�111111111�IIIIItuItHlt�lih�i�I III�IMt� ttl fU�� stIfill III1111111 111114111111111111t�ti1�111�11 1 991 E � ?; U. E 11� IIII�l�1{ 111�1U �11(i�llliltfll�lll111,11,111111u1111111�11�rlitl11t1111t11r1rtlrr111111i1r l M BLEev'O ,9G Pro,yr � S v4 2/oMIN f GuT M/N. / " 344 " O ; 6T �4R FX 16 PPA vr' sro e-oage G•/lC� Thi V�4iQ/ .¢�° 6,LA 66 ��d Ae ENDAF D kab�o 4042 S. W HA L L BL ISD. F 1 L1k YPICA 8 S rREE r SEC r/ON d 49 -* 00 '.,*�'�' SECTION 14 OP14 PERMIT NO . 243--86 -' . �;; , r M j „f •*� •'r .r nF r _ �--•lir- w�_.«..• � ... ......._.....�... _�...._..�--�+.�...:�..� ...:, pbp r��• w so A �.' '+•-- - ... - / ,..T'. .. ,:...... _. - _._...:i/LgYB.. .,fi�,r�,,, ..•., - - ._-..... .. .._.._.. Y5alA4_h++�lvs �y f.w4... - iR.r'ry�, .. � � � J /} .. � ►+�r. "r.-+'. -�.+�-•'��,�r.---: ..-N+i. ...... �...... t` .-r, ... ... 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OPN FFR"?IT NC . 243- 8F 7 OF 23 ,f IIl�11lIIIIIIIIIIIIIIlIl.1 ' ! l' IIIIli11111111f I1llilill111I1Y1� 1 fIIill1111(111r11T11•l• 111111 111111111111 6111111111111111111111IIIIIi I I VIII I III III III 11111111 III'll 111111111 111111111111111 • NOTE : IF THIS MICROFILMED I 2 3 4 _ 5 6 7 JJ8 9 110 11 12 11a - DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 1S DUE TO THE QUALITY OF THE ORIGINAL -_�- DRAWING. - ----- - ---- OE 62 @Z [2 92 S2 It f2 ZZ IZ 02 61 91 LI 91 SI fl EI ZI 11 01 _6 9 L 9 S b E Z I •�•+�,. 0 6 X �/ ��!IllUllnulunlnnluulnnlnnlull�I1IG111IllNIINIIuuhurluuiult�+ullnnlnNlRIIIIIIIIIHiIIIIlII1NIlu'i1fRII111I1111IIIIlII�IIIIIIIIIl111111!IIIIIIIIIIIIIIIIILI1111IIIIIIIIIIIIIII�1llII�U11IuuluNI111111111IIIIlI)1ll�Ntlrlll!)1111,♦llll�llllll.lII1HJIII11I11I1I1 MARCH 28 1992 I I WEST R/W 70 ' - HALL BLVD ACROSS TAX LOT 400 ( STURGIS ) SOUTH END - 35 ' _ 35 ' 12 ' f ' LANDSCAPE 25 � � i � �' ---� �aHT DISTANC STRIP — _... 2� I EASEMENT B ' 6 ' 14 ' 16 ' 14 6 ' B , 1 SIDEWA BIKE TURN ANEI LANE BIKE SIDEWAL . LANE I WEST i R/W 75 ' - HALL BLVD AT CIVIC CENTER BUS TURNOUT clf W 40 ' w ' LANDSCAPE 25 ' 4 ' LANDSCAPE STRIP 31 STRIP �►-� } 8 ' 6 ' 141 16.' 14 12 ' BUS 8 ' IL) SIDEWALKBIKE TURN LANE1--SIDEWAL FLAN BIKE a I� WEST R/W 70 ' - HALL BLVD FROM CIV C CENTER TO O ' MARA STREE-T 35 ' I . 35 ' ' LANDSCAPE I 2 ' LANDSCAPE STRIP 25 25 STRIP I� 8 6 12 14 12 � 6 , 31 ,TS K TURN LANE BIKE SIDE 'm w 0 V) LANE LANE I¢ �- '41--"zCew w ¢ z Pro U ccf NORTH ! SOUTH R/W R/W i 60 ' - BUAHAM STREET ( IMPROVEMENT BY T CARD WATER `"�" 30 3 -3 _2 ' _ CT 2Z ' /, 31 LAND- w 5 ' 4 ' 12 ' 12 ' 4 5 SCAt'E STRIP cm �I BIK IDE- TU N L E IK IDE- u �- WAL K LANE LANELr- 3 ' LAND- '' < ' co uj o SCAPE STRIP w u C- vc 4c / Lo7-1 } mroP., 32 0 /�ni�rov� �k� r,,, l- _s ! r Ise' Y727-0 -'00'0 i000--* CPN PERMIT NO . 243- 86 3OF 2 , y r. � " ,,� . .►..F,rrr��rli.. � - ... _. - w �.�.W''aYu....n�.,,�..e•.- - . +,,�„� 1111�111111111111 ' 11111111�11, Iltl� ll ' I � I { I� r IIIIr_Lr 111, �� i 1 � II1�1 I�'1 �111 Ililli� fllll ' i ISI 111 111 f� i� III I � I 111 I � I 11 ,111 I � r 111 1 � 1 Ilt t r 1 t T I r 1 1 1 t 1 1 1 1 1 1 r rll NOTE : IF THIS MICROFILMED 2 3 4 5 6 7 8 9 DRAWING IS LESS CLEAR THAN THIS NOTICk IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. i OE 62 8?_ L 92 bZ Ez zz la OZ Ur - BI LI 91 I 01 6 8 L s s b �►!iI111111111Illllltlll�lllllllii�i111{111l�1111{J11111111{illllliltlitll�t1111tlttlt<111�It1111t11�1111101 ' 11111'n � tl�lit! III '-•�� `' lt� ► t 11- I 111111IIIIIIIIIIIilli111illlll1111irIIII111111+IIttltrtl�tttil i�itl tlt�l tttt11�111II1V1111111111111I11111111111ftII1W!l�lIlll�lltl��lllUI�IU�IUI,�1.�11� i r � � � + P if 1 f w •--A f ' 103 ioc� ,tvl HA IV, 1 k (iP 1 f ,1 r LL,4 �' `�(-_vI^-Gl' i/ 1 � / � - _ �. ,41�Irri'�!R',4�'Nfs'Cal':�."':,..-.'R+f>e.-.�:+T3-_--.. ..+.'.. -L....,,'7C�E,."t6r-'C1�u.'�J.A—r^Mfn....-�7.7"�•v-,+-..n.... ..._. ...,........�......._.:.�'�....�.....,... .. .. �,J Q) /4 f-�� 16 w .� , G � S x;31 4 I '[ ..-,,,mit• il`��}�' , TtGARn 'SVA ER DISTRICT 0 7149 8841 S W COMMERCIAL STREET • TIGARD, OREGON 9?223 E' TELEPHONE X5031 6391554 ORE; fi, X01 /'�� MM�O►�i�FittT YVH '7 EA 5% 7- 3 f)o L�� s , ;,4v gvpv�/A_ m ST . CPN PERMIT NU . 243--86 ._. 9 OF 21, Robert E, Santee, P.E. Administrator - SQI./T i4Wl.ST OFF If F SUPPLY _- - - i'• -- - / �� ,. w ..,y.,.- � ,,,�_..... • � _ .-. ...�. .Lr�I:W w,.,,,,.... jrprr►wl .. .�!;_ + � l ., � � �� - '9' .:t.- ail _ ..�>. •2 L. 7`) _. V- 1 I I11 ' ( lil � ' I ! � I ' I ' I ' i�l �� llr (1lrlri �j'iirlrlrlr_(_Ilrll��ft � � rlr Irj'r �rll r � l � l � l� llr � l � 1111011r � rll � r rirlr � r Ilr ( 111 1111111 � I � � 1 � � 1 � 11i 111 �1 � � 1r Irl 111 � � � �� „r. 111111111101 -_ I 2 NOTE : IF THIS M ICROF 1 I_MED �------ �—+�--w----------.�..�- _ DRAWING IS LESS CLEAR THAN — - THIS NOTICE;- IT IS DUE TO T QUALITY OF THE ORIGINAL DRAWING. 0E 62 9Z Z 9?. SZ bZ CZ ZZ 1Z 0Z 61 9I Ll 91 SI V 1 61 F, I If 01 6 8 - -_. - - - -- II ii L S S 'b E Z 1 2rMl f I }� r��►�tt��r•�i�i111{1111(Illllllulllilllllliil�llll�!�11rl�lllllllil�llll(r111 1r11�lulllioi�lilllllrl�ll�011111�r11111I1�lll�rl�rll��ll�>�dlrol�lill,llllorrrlrrrrlrrlrl -•' r r I - �e,i ,111�IlII�IIII�IIIl��1��[I��il1��111 ,�ol�ittillltl��tlllit�illtltll )111. j/111�, ! !� I T u ulw f %\ IV�,A yj "IWW- 2 1 i wgo AIM ,-000An� oN litre IlAie /y�ui^�%i� 5 �<;v/7i ) �2 �k. 40, 11? 7e 1111e 6XI Y77A(4- 5'MP 4��/? eliel ,00".r , �I �"tl� r: �_._ :; TICARD WATER DISTRICT :7 14 8841 S COMMERCIAL srREET OTIGAW-i, OREGON 97223 T E L EPHON E (503) 639 1554 TfL 3 T14?, f f T 5- AS7 ST . OPS' PERMTT NO . 243- 86 L 10 OF 23 - Robert E. Santee, P.E. Administrator tiO(J T HWI ST Off!/;E SUPPLY Scale 7AP)T i (I op. F, fta I 11111 1 111tI11111111111 ji I'll'i I 111 1111 11116ti) I I 'llIM , till I I 1_ ( .1j] I I llt, I� 2 3 4 5 6 7 NOTE I F THIS MICROFILMED 8 DRAWING IS LESS CLEAR THAN THIS NOT IGF i'* IT IS DUE TO .,Jlf QUALITY OF THE ORIGINAL11 144WO"7DRAWING. OE 62 1923 1 IVA 2 Z 2 22 i a Z 6 1 01 6 9 L 9 S b E 2 i ' I i AM - / 1 _ I � IN r I r r j r / • r = I i •ll% o r •il�t��>,�III. 1■■r•■i■i i■iiill iON■I�i�Iil■i i■il.ii ii■ii■i■ii111.i ■■i.l■Ii.iir■ ■ii�� r . li�liii I�ii1i I.��i n■ri iii _ --■■_�ir aIMIMason Nissan L Mason Woman Mason UNIONS — i�ir��i-r�1�-1—ii. �i■��il��■ i�l�l■■w�i■�■nii ��i1�i11r•■IIi i■�ii�l� !■1■i��l�li■� �i� mum �� ► � ��ii �i■��11Awl.ir �nr•■i1 Wool riil�—■�■ ■�■�i--� �. a�s 1 � ■r,ll� �■ �ii�rw i. .ii.ill� • ra•n�i, ■■ 1�■i��l■�■�11■�■ 1�■i��i■■� �� il� I�� ■�1■■■i■�i-�ir� il�� . /►///%rlusips WIN IM1 — l�l!l�� lfN�V� r11\� ��LZ..1 �� — ��1�17 _ __ ■��1�1�■ YIii%�■i11i1■.��i�Nissan �■1■i�i■■1■■r■.� l��Ii ■ii 1�� rJ c M �11��I�r wiia ►+Ilii■ .�r_•r��rtl—i�i ■--i—I-� 1■�-i■1■1�i�oi.,.� �i►� �i■i�i-a� iir I�i-1 �.r�ri ��-s.->�.� ■I■li �■■�. ��r■��i��■i1 _ �Nr �r� ;�� .- N�i1i��—■cN�l ii �lili ��1 �� 1�■h�! ili rlll•� — ■ �c�._�I�lii■� ilii■■ w �■� i■.Iili�■■■� �r —1 i:�1��► = 1�1� -�/ .►�Ir-,�liJ=� _•r � 1\E�I�a►7w.>•11■� 1�1� iwlrlii■ MI1 -i�r �� Ali � �i■i al■�il�� iliali��■!i I�ii■�li h�11 Iii1 �il!la�lii�to��! ■I�i■Ir. —�—_- Il7i■i1.7 i■i ■!�'. �m"U i—�i■�■i�l'�'��1�': - �—�ii -1■�i1i��ii �il■�i� ■��Illiil■�� 11 i1i1�Aw�.1.Ti■ �► �i-iii. • ia�1►�■■I■�ili II■ �� l.twcr+iw� 11 ��I�1■�� ai� - li■il.�il rr■i!��SII i■��llr�ill.i■� - _—="��■i ■■ir■�i iii� �1•.■li�..ir� lir..�sii■i■ ■ \1■Warta!r►�r m=1�1il■i! w!1 • �■�� - ` liil■ll.i�l1 i � w�.Iil r�>�r 1 i1ri1 —■ —�� Z'�1�■ ---_� s��.�r■► 1—�■�ii--� �• Ii iw�� i —■11��■�.ilia.► i.11lrt.ii a..�ri! • .�..�.1�1■■i■1 1■i■.1� �... ■�1■� i�=�■■� -��-�■■i ili��il�i�■■■li l��i i1■._ � i I.il� 1�1r All\i•■iii■� _\� .la\� i111i1 ■1�r— iil aw;► 1 a■■11 ■iraz i.�► ,i;�I�1.1■ii . _� /.J�[Gr�r♦i1�=��+ � _� �r""�� r��Til� ■�� illt��r �T1L �dllr�y �� /Ri�lili■ �'�i•n �1\V ��i1�r��.•�� _ �� =lei �� a►7R�iI.�/ rII!I/i�1•I��L� � �i►7!moll"T :is\I►�� s��i�� 171 s lir iii �.iri�lrlS��f►��MIn �tr IVA ■i.11.i�rlNi�.�� .111 ■..moi. !! i..�.■.i —•.�...�� .x.1.1 nii ••i■•�■■ iii— � i■r.� MINIM WOMEN i. ili■Iii-Ir��i��ii.��■� I�i-IZ—i�■Illiiil!i■I.li■1�i1■11��i ■■I�i�i.ili MUMi■■■ iii 1 --_��— -�� ' 1v_MINIM `i wimu■ ii■■ril i1i11 IMIMMIN lid! M1MMM �- WOMMU — sonomm m--_Imm—wm Islas soon MOM ��■I■■��■.i �� ■��ir= -i. - �•+-- ��I��iri• �i ""�� :Ih��!J�Ili7w/r:TA� �� il/i7lAr�� N•�� •�� ."'..�` ��` �=."illi .1•Y9f:lilli �� ` 111�� 11-T �� i�ll�� MIM moi_ iii ai iii�1■ M _ 1 '1'-" • �� ..� � illi I�i .1� ..I� li�i■lirWA �....■ illi OM=aig Ivin Mason ��i �N- ■■ illi �� 11�� Mason..r..l.i.— .�....... T � � 1, __ CI �ii!■1 ii11 iris i��. � Mili ili■Ii1■�11...,r�.� �r•1•�•�.1�li.i■�=i1�-1 r�i ■ -1 �1��Ii■u■ ■� I I�i■�i ■�i--�wi� _i ■�:�—i i1i��-1--�.-1-■ =��-��iii-1—�. .i� —r• ��i�i��l■ Nisar MMM111a1�ii�� !� ��il�� 1■r�..■■Ii �li��■i ii—■Zilr�. �i �M -1■Zi�■ Iri—lMosoni ■i-1■� �INlnill�v`►►i��■■rl��1�1■■�� -�■�lel—�:�--�a��l �■ ��i■r■rl��i��i �� i��l■li�Iii■�i�■i i �ii. ■ a�— �.1■■ii ■Sw�i■�.. .-ilrti�rT�ia Mum ■ i im■■r• �mm ��a■■= ia m NmiNissan Mason �.�� 1 . �Ir1■ 1[�i�l �■■SII i■i �■ iMli♦ i■Ii ��-�� li■.i*il.�il■ir■�i---�i= Il�■1■_�ii li■..�■■i■il■cQw�l■ii■r,�11i� —IIID 1► i■r• �w l■�i-� �►.wj �� --■ i■I.�i�il.� -i■.�ii-NlTiii l■I�i Mi�ll. I�i—i�I�a�n�li�.�1��1■II ili.■1�.-�i —�Si .l.I.ii1� ■�-ii �� as --� �i�l■---�il�-i■i —�-1 �wow�m�l —■ .IiI.`�ii■■�"■il- �'1■i 1�II1'li--' ii�il'■r.-'lam Ii i a. j iii --� 1"�ii i �'.I'� VIII■ �!■ LOU ILI" mm�n, WOMEN w �Mile VMLVV'/ `tel ' [doh mIImIIImr►U�� MrMM � 1►� �m ii■ i�■��ii��i� �i iw � l' �.■i a�i■li - 1 �i�i■ ■li■1Ili Ii1i �■ C� li Iii1--■�i n.l� I�—�l�-i►�nl . ,.1�■i -i— ��I■IIr•� �� IIII■irt �� Ii�r �� If,A�� —� - - MONO •. �ai son _ ri., �illii.alii■�i..� �i `i■1 .... .��....ai. 01111�?AM i.i -�'�- 1' _s �II...�.lii.ii i■i._..� ..11■ .ir■I � i .■■i -Z-i..-■�i..i..�■rii� �� 1 � MOORE �� _ ��_ �� —= �r■i��.liilli■! ��I� 11�11��i�L��,!L•�.�/•� �Lrl> Mission _ i■l�.ii��■i■i� l�■�l ��i 1�■I�� I.•.�n\IIT �� '1r �." T�__ Itt'•�\IIDI Ili.!• �•! II •� MUM=�� r` Mason�� 1 ISM ��iil■iir ii■ � iii !' � • • �■ i.11. ..■.l�.a. lii � ■ ■. �■i•� ii! ■a, ►i�r.�� ► � � �■Lam" / iil Ir 1—� GENERAL NOTES 30' 20 ' WCRF. SHA..;. BE.. DONE IN CONFORMANCE WITH THESE PLANS AND WITH THE CITY ADOPTED 198C. - - i -REGON ZEECTIDN APWA FOR SW BURNHAM STREET AND STATE HIGHWAY STANDARDS FOR SW HALL BLVD. THE iv THE A CONFLICT BETWEEtJ THESE PLANS AND THE STANDARDS, THE STATE AND CITY k' k/ UE5/ /✓ /'`/ :TANDARID:: S?iALL TAKE PRECENDENCE FOR WORK IN THEIR JURISDICTIONS. ' 'JO ITEM OR PHASE 'DF WORK SHALL BE CONSIDERED COMPLETE UNTIL ACCEPTED BY THE ENGI14EER ANL Z L '_11 ST,4NGA,QiJ 5��./ d4ENv 4,:;. �o MATGra C" i,5r �L PERMITS ANG LICE NECESSARY FOR THE PROSECUTION AND THE COMPLETION OF THE WUHE. 04V7- LE 577.,/0 w ,5,4d./Gu :ALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 6LFIVO AG 70 M,4rGN /O ' BEFORE Cb ENCING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALL PERTINENT COMPANiL.; un 7 ExP05u A ,7.':-'_ES WITH 5Ah/aUT f+'5 UNDERGROUND FACILITIES IN THE PROJECT AREA SO THAT SAID FACILITIES MAY BE PR v1' Q�Tl,/EE/v /OMME'RG/AL S/�✓ \ :•'TEI-Y LOCATED: I IE: ELECTRIC, GAS, TELEPHONE, Wf�TER, CTORM AND SANITARY SEWER) . j GU � � ,+¢�Q�[�. _ ( vis ExpeSuR'E 2; '1AX riAX , I ` , _ E LOCA.ION OF EXISTING UNDERGROUND UTILITIES .,HOWN ON THE PLANS IS FOR INFORMATION OIJLY — I AND IS NOT GUARANTEED TO BE ACCURATE. v THE C014TRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF BURIED AND OVERHEAD e%UT ` - 441M.441M. / 3/4 - im \ � JTILITIES. '`�'Co ' TYPE G " GviQB GaG/SNED ,eOGk- Ex/5 T ALL PIPE 18" AND UNDER SHALL BE BELL AND SPIGOT CONCRETE SEWER PIPE CONFORMING TO ASTM SPEC C-14, CLASS-2. PIPE 21" AND OVER SHALL BE T&G CONCRETE SEWER PIPE CONFORMING TO ASTM Ex/,5 T. )r-,A r, ISTD /C�"d;,aAZ8--�� `PEC C..16, CLA . -III. L✓lD TN V�f1 `-� c ALL EMBANKMENT AND TRENCH BACKFILL MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITF? 14e PAVT - OREGON CHAPTER APWA 1980 STANDARDS. MEASUREMENT OF COMPACTION FOR TRENCH BACKFILL SHALL �' L N SSS ® A G �A v7 / / BE BY T99. MEASUREMENT OF COMPACTION OF EMBANKMENTS SHALL BE BY METHOD T180. THE TREET SUBGRADE SHALL BE INSPECTED BY THE ENGINEER AND CITY PRIOR TO PLACING BA,:._' .1 2" '5/4 "- D' G,c�us rtrEli LoG,� � �2 � 1 - o G,�u.Si-✓�D �GX -- 10. THE FOLLOWING STATE HIGHWAY AND CI'vi) 'Y STANDARD DRAWING: ArPLY: �+ [+ TYPE "C" CURB DWG 2077, 1983 �� J . W. BfJR1VHA M J T. A. COrT7ERCIAL DRIVEWAY DWG DW-2 2077B, 1983 S. 3.WHA B91. VD.� � �� 4� C. STANDARD CURB CITY DWG. 71-A-201 D. STANDARD CONC. SIDEWALK CITY DWG. 71-A-230 w. STANDARD SIDEWALK CITY DWG 71-A-231 TYPICA L S TREE T SEC r/O NIS F. SIDE'WA!.K RAMP CITY DWG 71_A_235 G. SIDEWALK E'"sitR):CADE CITY DWG 73-A-240 H. INLETS DWG 2105, 1970 j. STANDARD TRENCH CITY DWG 73-A-311 • TREE -0- UTILITY POLE ,4C,Jus T (gr<ADE- Q MANHOLE NEW RIGHT OF WAY 4 B *•.30 ti✓G Ti4Ei2 r/Z ` T s T! ^! ------ NEW CONSTRUCTION PROPERTY LINE OR RIGHT OF WAY -- CENTERLINE -- - Si STORM DRAIN SD G _ - S SEWER 6'0&& 9r)</677, PA✓' G- GA — T--- TELEPHONE W WATER c.�5� "raME �✓�M�iv T 5�G Tion/ A5 TP TOP OF PAVEMENT TC TOP OF CURB f'AVEMEN T rAPER AC ASPHALTIC CONCRETE �- DW DRIVEWAY l" = 20 STA 48f-30 TO 49f-00 SW HHURNHA A4 S T S/w SIDEWALK PCR POINT OF CURB RETURN !K 1 MA14HOLE G✓TD, MH Q//VCP P/L PROPERTY LINE aa vex - R/W RIGHT OF WAY CCP MORTAR JOINT CONCRETE CULVERT PIPE RUBBER JOINT CONCRETE SEWER PIPE a ` To ST&607 dr. CENTER LINE ,4X - f> G� ✓�wEP > �RMREMOVE M a — -- I ,O a 5F'�G/F/ED Dk •. p . . or�l►'►1011 [� TIGARD NATER DIST. 8841 S.W. COMMERCIAL ,TIGARD , OR �.30Oi0 L� GONG ; 84645 TYPE 1ZI �, ,� �� '°'"''-- -�- ------��- 1/2 STREET IMPROVEMENT WAR!5LC "� J ��--- � D -J - HALL BLVD. a BURNHAM STREET - ------------- STANDARD STORM SEWER TYPICAL SrORM DRAIN SLC, _ M �DP� _ -- ---- MISC . DETAILS & NOTES CLEAN- OUr DE TA IL rRENCH SECTIONi / --- - ---- --- Mrs k p f f CONSULTING [NdIN[[IR• S1 . OPN PERMIT td0 . ;4: R AN •TN,OREGSUITEON 9791 1 C 8464,• 5 _-_-_-.- -- PORTLAND,OR[dON �7![-1 "'-------`---- „a, :.w�+•- w _ ..� t;.".•��I�La�`•]K�.-...... �. . .i`•' - - .. " ''• _ �+i'-:M.tl!• i:4au:„',.ye",p,rw�rw.+ ._..,,,,r,�., . _ - • J1 ♦ ( f_ f1i;1 IIIIlilt ittlrltltltl Ir tli�tlrlrll�Ijr�rlrlrlrirll�i�i}�Ir�i tlij'f�ljr�ljt�ljil�jlll� Il�rlr+lili�l�l~� Ir�IIr�11rt11rlr�itrlririltr�rlrlilr�r�llrtrlrir itrlttrlllrlrr�lilrlltllltrl111 ' I NOTE: IF THIS MICROFILMED 1 2 4-- 5-- 6 7 8 9 I O Y t t 2 = DRAWING IS LESS CLEAR THAN ,. THIS NOT10E;-11 IS DUE TO DRAW QUAALITY OF THE ORIGINAL _ AE 82 92 LZ 92 SZ *Z EZ 22 17 02 61 HI LI 91 91 it c 21 11 01 6 9 J. 9 S to £ Z r Not Do I�rlunluuluNlnllluNhttthu,1,Ir�,unk►�rin>altttrl11r11�11�I1twI111,1�trlrtr�ft,,,Itt►tirrtr��ulluulu�rirn�Inulrurllntlinillll uulrurl�rrdaulnu�nulnuluultniluulur111�1tllluluirlttulrrulrtulrmlriultw�nuluuUiu�tlUulliulun��>�Inll MARCH 248 1992 Y 30 ' 46 4 20 GENERAL NOTE: r - 1. ALL WORK. SHALT. BE DONE IN CONFORMANCE WITH THE---: PLANS AND WITH THE CITY ADOPTED 1980 OR;:GON "ECTION APWA FOrl :;W BURNHAM -'lkLE'T AND Ll'ATF HIGH"AY STANDARDS F'Oh SW HALL BLVD. IN THE EVENT OF A CONFLICI' bE'I•WEEN THL:-L PLANS AND THE STANDARD: THE: STATE AND CITY ST'AhJDhHDJ SHALL 'TAKE PRECENDENCE FOR WORK IN •1HE18 JUHI-"DIC'TIUNS. -1j 3 2 ' 2. NO ITEM OR PHASE OF WORK L:HALL liE CUN,,'TDE;REI) COMI'LLTE': UNTIL ACCEPTED BY THE ENGINEER ANL' - __ — - CITY. T/ G/ OF �vA�O I ,5LEnNli AG TD M,9 rGA•I i,5r i. ALL PERI` y Sr/NDA �� 5�/.,/ J �,,4V7- E r,✓� _5A�•,/Gu PERMIT-` AND LI CE;N.',f:L NLC. :�: AN FOR THE T'NU:LCU"1 1 UN AND THE CUMF'LF:'I l UN OF 'l'E EL WUHK SHALL BE L,ECURLD L'Y THE CONTHACTOH PHIOk TO CJNMLNCI NG CONLITHUCTION. FZE/vD AG TD MATGN j \\ lG ' 4, BEFORE '14-ENCING CONSTRUCTION TETE CONTkACTOk HALL NOTIFY ALL PE:RTINLNT COMI'ANIE:S OIt �X'J T op✓r �Q�;'wEEn,' _. G/T� OF r/I�AJED � ,.S/�./ \ AGENCIEL, WITH UNDERGROUND FACILIIIES IN THE PROJECT' AkE•:A ,U THAT LAID FACILI'T'IES MAY BE / 7 ExPO5u2 2 i ACCURATELY LOCATED: (IE: ELECTRIC, GAS, 'I'ELEPHONEr WATERT l'jTURM AND L:ANITARY SEWEN) . /414X. / 'Z, S yA,eIA'S 2� MIN THE LOCATION OF EXITING UNDERGROUND UTILITIE.'� ;;HOWN ON THE PLANS I:.' FUR INFORMATION ONLY -L 1 -_ AND IS NOT GUARANTEED TO BE ACCURATE. 54 A,1 ".AI✓ - - m- GUT M/N. /" -31.4 eq . Ga7- 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF BURIED AND OVERHEAD "�XP05Ueg' GKv`�N-042 � \,' I UTILITIES. 157' yFAR T�'PF G GGV!?B %QU�r-SEC ,�OG� j EX/5 T P,,4 7. ALL PIPE 18" AND UNDER SHALL BE BELL AND SPIGOT CONCRETE SEWER PIPE CONFORMING TO ASTM Ex_lST rip v rr STD /60 e,4WAe SPEC C-14, CLAS-2. PIPE 21" AND OVER SHALL BE T&G CONCRETE SEWER PIPE CONFORMING TO ASTM �✓lD 7"N - VAR/ 5 _—�— �� SPEC C-76, CLA-`Z;-III. ' wii�✓ l"fNU iF /=T y2� 8. ALL ET'®ANKMENT AND TRENCH BACKFILL RP.TERIALS AND METHODS SHALL BE IN CONFORMANCE WITH "CLf�55 „d AG ,DANT OREGON CHAPTER APWA 1980 STANDARDS. MEASUREMENT OF COMPACTION FOR TRENCH BACKFILL SHALL Tp l� ��.END r BE BY 799. MEA:,'JR�NT OF COMPACTION OF EMBANKMENT'S SHALL BE BY METHOD T180.YR. J „ 3 j4'r-D�� Q��S NED ,rZ DOS 9. THE STREET SUBGRADE SHALL BE INSPECTED BY THE ENGINEER AND CITY PRIOR TO PLACING BASE 2 314 y- D„ G�C'Us MEQ ReG,e /2" �� O �(U5 NED 20GX ROCK. C ' 0"-D " (i 2u5HCL> ,QIZ,� 10. THE FOLLOWING STATE HIGHWAY AND CI:•Y STA14DARD DRAWINGS APPLY: S. II . HALL L BL !/D. S. W. �/ �//� / SBURNHAM ST. A. CONM!;RCIAL DRIVEWAY DWG DW-2 2077B, 1983 B. TY P L C CURB DWG 2077, 1983 C. STAIJDARD CURB CITY DWG. 71-A-201 D. STANDARD CONC. SIDEWALK CITY DWG. 71-A_230 E. STANDARD SIDEWALK CITY DWG 71-A-231 TYPICAL STREET SECTIONS B F. SIDEWALK ACITY DWG 71-A_235 G. SIDEWALK BARRICADE ICADE CITY DWG 73-A-240 H. INLETS DWG 21051 1970 I. STANDARD TRENCH CITY DWG 73-A-311 I • TREE 49 - 00 -0- UTILITY POLE , F-SP 7a?ER RECD D �. 8E G!I N Y157, Q MANHOLE 7SECTION - NEW RIGHT OF WAY 4t'S01t \ -- NEW CONSTRUCTION -- — PROPERTY LINE OR RIGHT OF WAY — CEINTERLINE SD SD STORM DRAIN G - S SEWER EvvE 67x 1.5 7 RAV 7- --G— GAS .5µh/6 G 7' T TELEPHONE BLEND #4 -, Te' ,"74re,H -,=X/ST, WATER 6,165 TP 70P OF PAVEMENT TC TOP OF CURB PAVEMENTrA PER AC ASPHALTIC CONCRETE Miss l"= 20STA 48f30 TO 497400 JW DRIVEWAY S. W. BURNHAM ST. /w :IDEWALF: PCR POINT OF CURB RETURN r Eli MANHOLE 7 GUVFK .............. P/L PROPERTY LINE \ R/W RIGHT OF WAY - � -- -- — -- CCP MORTAR JOINT CONCRETE CULVERT PIPE ;4' �TI _ 'f -- GROUT asp RUBBER JOINT CONCRETE SEWER PIPE p a STD 5iEr o.e p0" 24-" GG/� °�'.'o"• MQX Z ��- 0 . G�U5,4EQ e,. ,p rjecG 'O CENTER LINE i.'�� RM REMOVE K OGK Sj'EG/F/ED G� • • - ~ 5H0A/i1/ Ir-DAE P/`'E . VAR/E� 7-o2E/V6;N ROGK ► R�' a i5 MAX - ►.• <K1 ° , 'p e , Q\ � 3 �-I Z-8G P.} G�N STMCI-�e!T�P 3�-•C 3-I-7-bta MOVL DUikNlIjA M ST CURS► I& N . SLC -= �lwM10a OA" io111111cawww" N \-.3000 yrs GoivG TIGARD WATER DIST. 8841 S.W. COMMERCIAL ,TIGARD, OR T YPE JIM pft......A4645---- WAR/SLC 1/2 STREET IMPROVEMENT STANDARD STORM SEWER ;rYPICAL STORM DRA/N. ° ox=8%- ----`--�-�--- „��-_ DE,l ._- :__ HALL BLVD. & BURNHAM STREET RED CLEAN- OUT DErAIL TRENCH SECTION ----- -_ MISC . DETAILS a NOTE;; 17 JAN 19 8 5-.. xA S SHOWN 2 2 rMwl�l� ... ..... --•------------------ sN■n a---- ---- M� aT . OPN PERMIT' NO . 243 ^'- 2 3 k p i f c421Os w iTH.SUITS Of IN C 84646 - 5 PORTLAKI).011640" 97204 vowf . � • � Ilall-111111 1111111 11111111 1161'111 1111111 IIIIIIIIIII1�1 �illl �'I 111 lil III Ijl 1� 1�) 1�1 III lir 111 1�1 1�) Iii III III 111 III 111 III III III 111 (tl III 111 1�1 1�1 1�1 111 � i , - + NOTE: IF THIS MICROFILMED �" - ( 2 3 4 5 6 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICF; "IT IS WJE TO 1 } 1}1. QUALITY OF THE ORIGINAL DRAWING, pE 6? 82 L2 9? S2 V? EZ 22 12 02 61 BI LI 91 SI *1 EI ZI II 01 • 0 L 9 S b E 2 I""i*' ,nlllllll u1l11111I un1 uu1 un1 nuI1111,1111{itltlh'lrlulllltti�iuI1111�IIIlluru111 III UII�IIIII iIIIIINtlllilllHIIIIIIIIIILIIIIIIIIIIIIINIIIInu111tA1vlIJI1111111111111111IIIIIIIIIIIIW�'1rt11l�IIIIliIIIUUIIIIIlII111I111111WIIIH ..w.MARCH 2s 1992 24 )( 1 J.- w 1• LIII�LI.tt. II i ' I / 1 � I ♦ i i / ' � III ' '/ , w - •� � 1 all ��1�_ III�►.9._� __ _ _ _ UI, lMO .-WMAt.....!�l 1....�•a7i ��swatfiwcaau�tul>_mei_..�1_ r.>_�l_�_l_l_i_i_i_l_l_l_ww�ll—l_—lili�c.��il— ."Vi:l�'I�i iifiu`ii.11l iiil`nr�lllll_..l-��ll�=—lil=l Qll�r��—■i�—C1�li � ��i iw�.Q�uutra l`•>_rt.:.��Y�iw��Ita�iiillQ.�`�illi�vala�nl i it _�_� �l.tl�/lf.'!C.\.�l�iSf�t lV�l li ill Illi Wanr,-r ��7[allii l�Wli Nl.1.1.1.1►�.1.,a li l�•..n�ll.lf Ili l.M�.�\tll ilwVil.>r..illlli��il li�Jltl7t�la:7•��il il.l.�lli l�= � 1�1at. �t.�..ltiiii�rW�lall MOM �>♦liiii�w>_lllY�iiiA•IiZ.l l�illl.l_ _l�l_ ..�i . � US 0, l�.per7lfJ�illlra�l�. liiil�Rilll�J.�.ri iiiWl�■ llRi�ir1�1� I- ""\�lilwl'1\li_lli_ll_lil lllr.1Mir ill—Ill! i_.,_i_i_i_i___ �•7/III/.I��. 1�\..l �l llJ_al\..1`_!�.\ l_liil_�Nil iisiiifli fL�i__l�_i_i_ •,`� ll ill, YJ.1'7*r lriii�.//:I} Jr/%tlll illll Ali 7.".•��'.I IC��1N�— \ill �' llsil�wrll l�il ill��—li ll ii il�N �itl..��.l _ l ...ttl.11iilii=X11.:�alfw�iii..wJl I.ililli..t�. ll!/l'%Lf>•J 7Gf.bl l�il i ME i'•liilil iN�■ Tr'�S.l —.V1D _i l_l �AI'ri.i ll ll ii�.111►1�1il.rw7�M. i lil i .` i i l_ i_li_N`•�.l.11l��l__i l_l_i_�_lllV iii\!\Miliir.�7i L.tl.1_il l�i�r.li l 1....�r��7ia�.i��=�rJtrz. i llilra♦nec�i��l�.11lli r.�.�.■iillliwcil i l'Zlii�•l__il_�'.l�iiiii� i=ill t��-r .�==�Sll=r1.•..•.I.11wanlilll .w i��.r.�.is�aw•r.�i��alwawill20114W �.IIVk l i==Inr li .��_ lil=iill...t..�w�rtl.:;.� ►.ir t�..otr.t..t.11iil....riilww►.��11��lll��i.�� llt.►�. _ �lll..�lll iii. ��/ Ili. 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T_l_ll_l__ll_i111111 ll_ii_t ■ l_■ Ilii i�lililliliiiiilii4�...�ll�.n�� a71w�1�w��iiuriA�i=rlll l i llillll 11 ._. l�l i!CQili IIII ii ii li ilii ii li ii li li ii il�.l li Lt�=llaRNli1�7♦.l .��i=�i��lllli�lll.11liilllii=tel=-a�i�alrr �iil Il;.weuiiw.11i r i l illllllil i lliiliii l a�l��tll ill Ir�l.tlrilllli —_ � ilii ll ilil'�illi lilli iliiliiill.�.. l�lll l ew.n tt...l.�.�� rl`J ll ii li 111 l ll ii ii ii ii ii ii i1�i Il ...tw\. •� lllw.. �i/�./././.= iillll■ ■illiTiiilllllillllili.I�� r..� qui s1o.�nr1 ��r�.m�i ICIN Malawi liliCllilliil..t��.�Llt'f...�.�s�•�..�ll��l i it li iii i i ii ilii ii ii ii iii ��pT\1�7r-i�V�1�Illi�� 'll . - . - . • • - . . - 1 i�lillll illi �lillili IIII � liiT ll ilillll�lllil 11 IIII 111 l ii liZV►.1'Lalil�li ■Ili li ii i_ !I i.l l.ttl.:�Vil iill� - - • T'r..i �l/IIII l i ii�l1"�li it it l.t..��i i/ii�l�l��aii ii _ liiiiii i �llililii lllli .,�l.ttt�li\��i • � • • • ' - lii� li 111 li l.lii ii Zlliil � IIII ii it��.—>= iii i / . . . • • • • ■ MEW== i .Ill=�llw��il ��..w��wi lliil�illli . • - • ii li li�..i/llr iiil� li it li l�l�il�i ii ll li it it l.ly■ i ilii i��.��1—1 iiia ��i i�i�—i�ir••Ap T��wT�.rlr�ii�.i i�J.. • - _Zl_l_l_l_�._lw. � Mav ��-�.w . tel_ MINE/ 1 i - I �J 452© GENERAL NOTES -- --- -- 1. ALL 'WORK SHALL BE DONE IIJ CONFORMANCE WITH THESE PLANS AND WITH THE CITY ADOPTED 1980 DREGO14 SECTION APWA FOR SW BURNHAM STREET AND STATE HIGHWAY STANDARDS FOR SW HALL BLVD. `v IN THE EVENT OF A CONFLICT BETWEEN THESE PLANS AND THE STANDARDS, THE STATE AND CITY STANDARDS SHALL TAKE PRECENDENCE FOR WORK IN THEIR JURISDICTIONS, %•� �' 3' O 2Z " NO ITEM OR PH11SE OF WORK. SHALL BE CONSIDERED COMPLETE UNTIL ACCEP'T'ED BY THE ENGINEER AND -- G/T/ OF wAIF'l7 CITY. 57,4NGA,�c SAH/ 4LENU gG 7o /"1/07-e,- �= /,!S r 0,4V7 1�ETi..IEE,w 5A-1i_' ! ALL PERMITS AND LICENSES NECESSARY FOR THE PROSECUTION AND THE COMPLETION OF THE WORK -D TD -0 4 *5 REQ %" SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. M!;`�'�G ti 3 BEFORE COMMENCING CONSTRUCTION T T P,4 yr �gET�•/EE�/ G/T�' U� Tiv/1,Qv � I T UCTION, THE CONTRACTOR ,,haLL NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND FACILITIES IN THE PROJECT AREA SO THAT SAID FACILITIES MAY BE JT 'Le- ,� �'t•�'�> / GOMME�Gi,4L ,'/�„/ \ � .�,- aCCURr1TELY LOCATED: (IE: ELECTRIC, CAS, TELEPHONE, WATER STORM AND SAlJiTARY SEWER) , v4CLr- 2% i elk. n — THE LOCATION OF EXISTING UNDERGROUND 'UTILITIES SHOWN ON THE PLANS IS FOR INFORMATION ONLY A4 kWI AND IS NOT GUARANTEED TO BE ACCURATE. 'Gvr _ � M/N. /� 3/4 -,!2 5A A-1 Gvr 6. THE C014TRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF BUR BEn,�o�ukE /i/1U5HGv LU,Y,C � � '� UTILITIES. IED AND OVERHEAD �r yEq,Q � ,� '�, �o" Ex/,S T F�,q y r -�= ./L- NSU C x/5 T px r 7. ALL PIPE 18" AND UNDER SHALL BE BELL AND SPIGOT CONCRETE SEWER PIPE CONFORMING TO ASTM —-- � � SPEC C-14, CLASS-2. PIPE 21" AND OVER SHALL BE T&G CONCRETE SEWER PIPE CONFORMING TO ASTM VAR- I % aPEC C CLASS-III. W/pTH 5 ii « 1116 PN -76,Vj r ' l < ' ' •/ l /1/L F /- Y�t� G, ALL EMBANKMENT AND TRENCH BACKTILL tf1ATERIALS AND METHODS SHALL BE IN CONFORMANCE WITI: T yk 61F/Vl✓ 11 OREGON CHAPTER APWA 1980 STANDARDS. MEASUREMENT OF COMPACTION FOR TRENCH BACKFILL ShALL Tp E �/4 'D G,�U5NEJ ,rZOGk / BE BY T99. MEASUREMENT OF COMPACTION OF EMBANf�NTS SHALL BE BY METHOD T180. -514 • D G�'utiMEv >E�� j 1%" 1'- O lilC4/�,HEv 20G,e 9. THE ROCK STREET SUBGRADE SHALL BE INSPECTED BY THE ENJGINEER AND CITY PRIOR TO PLACING BASE 10. THE FOLLOWING STATE HIGHWAY AND CITY STANDARD DRAWINGS APPLY: �• II . HALL BL V[.I. S. W. BURNHAM Sr. A. COMMERCIAL DRIVEWAY DWG DW-2 2077B, 1983 B. TYPE "C" CURB DWG 2077, 1983 C. STANDARD CURB CITY DWG, 11-A-201 D. STANDARD CONC. SIDEWALK CITY DWG, 71-A-230 rYPICAL STREET SECTIONS E. STANDARD SIDEWALK CITY DWG '1-A-231 F. SIDEWALK ,RAA'IP CITY DWG 71-A_235 G. SIDEWALK BARRICADE CITY DWG 73-A-240 H. INLETS DWG 2105p1970 I. STA14DARD TRENCH CITY DWG 73-A_311 G TREE -0- UTILITY POLE O MANHOLE ,:�E-Cv//v 7/4f-E,Q S7' NEW RIGHT OF WAY OW/✓E'� !,c//L L 5EG 7-/CSN '.EW CONSTRUCTION PROPERTY LINE OR RIGHT OF WAY —x -- CENTERLINE SD G — SD STORM DRAIN EDvE F>(1,5 T Pio V, . - S SEWER G GAS B�ENv �'G To T TELEPHONE i:�E _ /`'!E > ✓�/'/E/V r c T: W WATER TP TOP OF PAVEMENT T AVEMENT TAPER C TOP OF CURB AC ASPHALTIC CONCRETE l 20 ' STA 48130 TO 49f00 S. W. BURNHAM s r. DW DRIVEWAY =/W SIDEWALK PCR POINT OF CURB RETURN Mi-i MANHOLE P/L FROPERTY LINE R/W RIGHT OF WAY CCP MORTAR JOINT CONCRETE CULVERT PIPE CSP RUBBER JOINT CONCRETE SEWER PIPE � p. ��• D . D D d 4;fle M/4 i5G7/oN dfl- C47ER LINE RM REMOVE 4)el 1014 v' a� E e a ► n �V m m1NON DAn s>wo1�►1oN w TIGARD WATER DIST. 8841 S.W. COMMERCIAL ,TIGARD, OR TYPEJOS N�.------84645-- ---- 1 STANDARD STORM SEWER IrYPICAL STORM �.T,_�„AR, ��C-�_ 1/2 STREET , MPROVEMENT DRAIN „��,►r___ ............. HALL BLVD. 8r BURNHAM STREET CLEAN— OUr DETAIL TRENCH SECTION. �� w�..s�c:-- - MISC . DETAILS NOTES ' ^, BI .T ' n / JAN 985 \,r 1?, w►re-. . .17----------1-------- scue,.-A'--S-NOW'V------- 2 � >�r ---- o�_.-- ---- a"www 01 N PERMIT NO, �4_, `;1R� L jai Mw k p f f CONSULTING ENGINEER 421 S.W. $TM,SUITE 911 C84646 - 5 PORTLAPID,OREGON 97204 --- � ; :'TONT•�'�'�.. .;.w-� - .. .... 1 ( 1 1 1 1 1 1 I - � !��' 111 111 111 111 111 bl/ I�1 �11 111 111 I�1 1�1 111 i•�i ��I I>�1 111 111 I I I - I I I I I I'I I l fill l I I 1 1 1 1 1 1 1 1 1 1 1 1 ! I I III X 1 Ill t l fit 1 1 1 1 1 1 1 1 1 1 111 . I � I ( ( � I I I I I ( I 11 1 1 1 I 1 1 1 1 1 1 1 1 1 I NOTE: IF THIS MICROFILMED I 2 3 -- 4 5 6 7 6 9 1 Q 1 1 12 - I - DRAWING IS LESS CLEAR THAN ' THIS NOTICF,'IT IS DUE TO 'jHF QUALITY OF THE ORIGINAL DRAWING. --- - - -- ''"� _ OE 8Z BZ LZ 9Z SZ rZ EZ 72 �2 02 61 RI LI 91 SI it EI ZI II 01 6 9 1 9 S b E �1111r1ulnnl1u111u111e�1�1111111111u1r�.lrrlurr�lmbm{11111,X11{n1i111111w+h,;111ullunluullnrlrinlu�lln��llnlluulullllullr�nullullrrnlnllllulinulln>.lunlurrllnrluullu�lwh�u11111I1111i1111hnllrnrll�u�iuluuLlu�ull�rrl,lrllu��tWhnl , -low __ __-_ _ MARCH �� 28 1992 - I Y. • 111°� ■��-- "— 1111 IIO' ♦ ri / - � f ll ��l A n Ad NOW did Em�im"u•Aw.a'Ae JIC__ �lA•__IIII�_ ___C 1.:1■■1■�I______ .:�__________ ___i__ ______ ___ IIiiY_r.�_■rl��_�:T__��__�i�i'1�._____�C�4a.�■r_�ICC �___��__�i In�___C______CCC�'�i�T�.�CCCY�� 1■�C__I�____�___�1 - �Y�.A\A lf1YlY'�1AlgYA�______■1�______ __C_ _�•.-�\I_ _!N l�G1 _____ ___ �f1.1711I)2�'YIi_____�C. __�____Y.f _��YYY\��!•�■Y��1RI1��Y111f■��!\...V'��•Y\�___�f.•lV■1�_�_____ ___ �\I____Yl'�1_�11a_____�._____��+�._YI�___■1! ��YII�I.rA_\��_C�+_�________�_____�_�___■\.\11�71f��_C_ [\.C■■N■ _____C.___Ct�'■y1i Vii-____ _�■_!�__ ____■■IrL ■�•!! i/>•YYI�lj11M�—w'_ _�__C_ ____M.■■■Y■1 ___1M■LViY.�AI __ i_1�►�__CI�IS!>RIY/___IY�___�• �/jA■1�■��I■jL�l� _�.•!�I! /��•/� 1 _■�____C___ 1�1\A•.�■Il��_ _�11'4■_�/Yf C _� ___ YI■ii��_ ____�•_A�C______!7 . 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ALL WORK SHALL BE DONE IN CONFORMANCE WITH THESE PLANS AND WITH THE CITY ADOPTED 1986 OREGON SECTION APWA FOR SW BURNHAM STREET AND STATE HIGHWAY :STANDARDS FOR SW HALL BLVD. IN THE EVENT OF A CONFLICT BETWEEN THESE PLANS AND THE STANDARDS, THE STATE AND CITY STANDARDS SHALL ':AKE PRECENDENCE FOR WORK IN THEIR JURISDICTIONS, 2. NOTYTEM OR PHASE OF WORK SHALL BE CONSIDERED COMPLETE UNTIL ACCEPTGD BY THE ENGINEER AND vc.ENU AG TD MA TG N iS r I • N �4v;� .�Er�./E�v ,SA�./Gu 3. ALL PERMITS AND LICENSES NECESSARY FOR THE PROSECUTION AND THE COMPLETION Gr TH-E WORE �CENO AG TU MATGN �•O 3.0 ¢ a� REQ v SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 4. BEFORE COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALL PERTINENT COMPANIES OR �n/GU T �OM,MERG/i4L .5/�J \ \ AGENCIES WITH UNDERGROUND FACILITIES IN THE PROJECT AREA SO THAT SAID FACILITIES MAY BE - ,¢Elr 'U 7"ExPO•SU ACCURATELY LOCATED: (IE: ELECTRIC, GAS, TELEPHONE WATER STORM AND SANITARY SEWER Mix• Z > . 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS IS FOR INFORMATION ONLY � �Ak/ __ • ' -. ' ' - _ \ '__ rn_ AND IS NOT GUARANTEED TO BE. ACCURATE. Gu T• MIN. /'' -3/4 `-O / 54 A,1 vSH,�li ,11.�.,,C G41 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF BURIED AND OVERHEAD fS EXPO URE M./v. �" i 4"-!> �� UTILITIES. /5r YF. Ail Co r /P� G G�/�B ��zi./�HED DGS /� � i� . x .. T f.¢vi EX 45 T )IOPA v T, I — ----- 7. ALL PIPE 18" AND UNDER SHALL BE BELL AND SPIGOT CONCRETE SEWER PIPE CONFORMING TO ASTM h - - - - - - -- -- 67'D /<o 'Gl./�Z� � SPEC C-14, CLASS-2. PIPE 2111 AND OVER SHALL BE T&G CONCRETE SEWER PIPE CONFORMING TO ASTM G./iU rN vARi 5 l If GL/4S 5 �i� A/, I'A✓r SPEC C-76, cuss-Ill. " A• of el,11, ''/1- 8. ALL EMBANKMENT AND TRENCH BACKFILL MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH E'Nv ✓r / r rR, fSL -mo OREGON CHAPTER APWA 1980 STANDARDS, MEASUREMENT OF COMPACTION FOR TRENCH BACKFILL SHALL E ,t20Gk '� " BE BY T99. MEASUREMENT OF COMPACTION OF EMBANKMENTS SHALL BE BY METHOD T280. Tp � �/4 'O� Gk//Sr�E.0 HE STREET SUBGRADE SHALL BE INSPECTED BY THE ENGINEER AND CITY PRIOR TO PLACING BASE . -'�4 - D G�C�L/'��Eli ,FOG, l i ' 'L' - O <i�.'U5�-✓CU �DG� --�� 9. ROCK. 10. THE FOLLOWING STATE HIGHWAY AND CITY STANDARD DRAWINGS APPLY: S. II . HALL BLVD. S. W.. BURNHA MT. A. COMMERCIAL DRIVEWAY DWG DW-2 2077B, 1983 B. TYPE "C" CURB DWG 2077, 1983 C. STANDARD CURE CITY DWG. 71-A-201 , D. STANDARD CONC. SIDEWALK CITY DWG. 71-A-230 rYPICAL SrREEr SECrIONS E. STANDARD SIDEWALK CITY DWG 71-A-231 F. SIDEWALK RAMP CITY DWG 71-A-235 G. SIDEWALK BARRICADE CITY DWG 73-A-240 H. INLETS DWG 2105p 1970 I. STANDARD TRENCH CITY DWG 73-A-311 • TREE A ��r r�kADE -♦ UTILITY POLE O MANHOLE NEW RIGHT OF WAY T%oN 5EG NEW CONSTRUCTION PROPERTY LINE OR RIGHT OF WAY — •c -- - -- CEP;TERLINE _ SD _ _ SDSTORM DRAIN EDGE EX i,5 T RAV T S SEWER -- - -- -- --- --- G GAS •. ��END A'G ''D T TELEPHONE ;*v1 'MEN T .SSG Tion/ W WATER TP TOP OF PAVEMENT TC PAVEMENT TA PER TOP OF CURB AC ASPHALTIC CONCRETE l = 20 STA 480-30 TO 497`00 S. W BURNHAM ST. DW DRIVEWAY S/W SIDEWALK PCR POINT OF CURB RETURN 5'D, MH f[;Nv MH MANHOLE t aa VOR - \� P/L FRO.ERTY LINE R/W RIGHT OF WAY L a _ CCF MORTAR JOINT CONCRETE CULVERT PIPE XA CS•P RUBBER JOINT CONCRETE SEWER PIPE 6.6 6ee7IaN CENTER LINE ROOK n R^? REMOVE op VIP v \` � D__ ;�• a ,� • 'p, _ — -- �►tswN � oA?t _ owarrwN � T �000 `tl �.�:'�✓G TIGARD WATER DIST. 8841 S.W. COMMERCIAL ,TIGARD, OR YPE ,o. Nw_._...84645----I- CLEAN— OUr �.c ► `'F 1/2 STREET IMPROVEMENT VEMENT STANDARD STORM SEWER00000ll, rYPICAL ST®R�1DRA �p��ph,_ WAR/SLC_ /N ...oEj--------- HALL BLVD . & BURNHAM STREET DErAlL, C , .------- MISC . DETAILS a NOTES� OPN PERMIT NO . 243 -8E' OAn, 17 JAN 1985 AS ;NCWN . 2 0p_.--2 scA►u _. .......... sNr -- L .. 18 OF 23 k p f f CONSULTING ENGINEERS Oil S.W. 4TH,SUITE 911 C84646 - 5 PORTLAND,OREGON 97201 mow■ -e. —,ywey..,". • I -,.� .11. :. ..� . � � �,,,, ..,.r t• •,_-. . ,, �.n.,_..,h „�.. -.,�'"'-.. '�. ...._.�,,cuilo'w...a+.vrnr_:e.a _ '-.-a^o-, .- - ' w '7�� 1 I I I I Tl� � I � 1 I f-[1,l 1 1 1 t i 1� 11 1 1 1 1 1 1 Ill 1 1 1 1 � � 1 1 t 1 1 X 1 1 1 1 1 1 1 � � � � �1� �1� �1� � � .• li �' I iIi i i ili i i1�1 III I i I I I I' I � � 1 1 I I I I I f 1 I I I I I 1 I I �0, � 1 1 1 I I . I2 3 4 5 8 7 9 9 I I 12 • r NOTE: IF THIS MICROFILMED ��'�"" , DRAWING IS LESS CLEAR THAN , THIS NOTICE;•IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. •�y-- a111unliminuluul��,+I�►nlm�l��iiiiW�ilinih��br�d�«Iu►��ul�n�I�u�lu�iluulll�ilnnlu�ilu��ll�;.11�n�inil�nnl► uuinn�ltnllrnllrl►If11n1uflnu�f1111n1ti�lndw►� liluulnnlu�iliullnulf �ullLfu t u�flt Ill ��Ini� OE 6? 92 [2 9? s7 11P EZ 22 12 02 61 81 11 91 91 ipI EI 21 11 01 6 • l 9 S b E 2 I SII ill�lUl � Ill I flwp MARCH 28 1992 2 4 )C A ® C I E F G �qh J CONSTRUCTION NOTES DQ� \ 1 . ALL WORK SHALL BE DONE IN CONFORMANCE WITH THESE FLANS AND THE CITY OF TIGARD, STANDARDS. ( 1980 OREGON SECTION APWA SPECIFICATIONS) IN THE EVENT o \ OF CONFLICT BETWEEN THESE PLANS AND THE CITY STANDARDS THE CITY \ (�� ,�►� ` \ 4�v STANDARDS SHALL TAKE PRECENDENCE. 2. NO ITEM OR PHASE O F WORKSHALL BE CONSIDERED COMPLETE Li, ACCEPTED BY T!;E ENGINEER AND THE CITY. ONE AS•B✓/Lr M r'u4>�' -�/�A� dry -w1Q0✓/o�IcD \ Q� \ . \ fit• �h• F'f' �,0, �j 3 . ALL PERMITS AND LICENSES NECESSARY FOR THE PROSECUTION AND COMPLETION ��t r x\.% �'P� OF THE WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING)' ti ' )fII}"' v CONSTRUCTION . G \ y�'�\Q� ��.'�••� 4 . BEFORE COMMENCING CONSTRUCTION , THE CONTRACTOR SHALL NOTIFY ALL UTILITY (-� 0 YL COMPANYS FOR THE ON SITE LOCATION OF' UNDERGROUND FACILITIES . i •\?' Q�'\•\�� y � 5 . THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THE PLANS IS FOR INFORMATION ONLY AND IS NOT GUARANTEED TO BE ACCURATE . rUF' J5 91 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATIK3 THE RELOCATION OF o ) 6 V P 1. E. JZ"' ,,ODYN 15y t ,r, 6 . BURIED AND OVERHEAD UTILITIES . - 1 7 . ALI, STORM DRAINAGE AND SANITARY SEVER PIPE SHALL 3E CL . 052 )DUCTILE Ilk\(, �C 1 } IRON PIPE . 4' \\ \ \ `�� B . ALL TRENCHS WITHIN THE RIGHT OF WAY SHALL BE BACKFILLED WITH 3/4" ( - > ROCK . THE STREET SUBGRADE SHALL BE INSPECTED BY THE ENGINEER AND THE CITY PRIOR TO THE PLACEMENT OF THE BASE ROCK . - / � 10. THE FOLLOWING CITY OF TIGARD STANDARD DRAWINGS SHALL APPLY . �9 �• A . TYPE „C„ CURB DWG . 71-A-201 xt- \ �\ �' ��`x �0 �\ ��4 � h \` B. STANDARD CONIC . SIDEWALK DWG . 71-A-230 & 231 ys Qa � + CR/IN RAG 190. 00' C. SIDEWALK RAMP DWG . 71-A-235 •� �� \`. \ /0- OC _ 4 D. STREET BARRICADE DWG . 73-A-240 4 5 6 Q \ ' C UR C P = 198 ,00 ' E . STANDARD TRENCH DWG . 73-A-311 (i TOP 157 F7 ; Of O I,E. 8" KvN t N 155.87 \ AC��j� h J.E. 8"50UTN /55.77 v' o I.E. d� \ / \ f �y'y bi �' SU�JTN /57 �'. C �. \ N Z SAw ,_ -.. EXIST ,p '� \(�� U•i�f 1V \ \ ? �� \ ;y ' ,� REMOVE CDNC S/!VEXIST• TOP x54.6 AO LC IV PT. \ � G � �• IV -.� � QUO _ y � RASE NAP EXIST CJ F leOlt- \C/'•p/� \ (/o'?��\'�`�' g`��0ti�'\<�Qv�` '�� \\ \ • ' ,�� IILEGLNV 0 6 �L ',Jv EIST C.IF I \ - --- ! 1- `� - ►- - ------ -=-1-� - STOP;Wl L l N \\ �U� \ h. \ \\�S 9'y�' -. q�� + J�J F, \ \\ __ (, I — - - ---f r - - -- V - ap 3- CIF EXiSTIN CATCrI L'ASr k� p � / �- F 0'� \ \ i C .5. ❑ N E & C A T C h E/I -5, ;v \'\ \�-,� \= O `\ -- - - 3 `` \ . - O 5AN' TAP. Y MANHOLC L� \ 5 fiY �y 37"- E f4:0 po \\ h� CIRCULAT`ON COPY, (-4 C GENTEf= L INE '9,y - `OF�x �'\Q' .�.� / AV 1% CSP \ APPROVED FOR CONSTRUCTION PROPERTY L1tr1: ,� ; J ��G '•, , � �• _____ � ISSUED SY DATE �• , (•� \ \ �� / J F-h, FIRE HYDRANT \ C;A _-_ (CITY OF TIGARD) R/W PICH7 or ,\ \ .7 (. � \ / � �J DEVI_P SERA DEBT: BY—DA T C - x - CYC `UNC FENCE i w UV Q I �� -- - __. -_ 30 G g— I `f ..� - rp OPERATKTNS DEPT- BY- FK__.DAT F� .1�. —_ w jr• D I r- L r S T'0 R h1 D RAI N/,c,L / �j�" ,' ��Uv� I JU/ � �D� 50�,0 �0�\h'��j"'`• � .7 `. 6 22' Or TR/I F 1 IG ./ � ,,;Qx/ � �, � Y ' c.C� /.�V;�W�L� 5/ w T,, 30 �I+I1.;LN�ER: 6Y _OTE ELEnGAC TO MA. _N E%�15T /0l � ' \\\ \. QJ Pti' �'� CITY of TIGAPD I"AVT. BC wFeN SAwr^uT a �--- _ / P.G.E.CU.: BY ` -DAT w' M o W>~ TE I r" _ _ H h �� '1' �Y_ P �`� ST�INDARU 5i,W - , CURB LIINEAS f� E�G A\11 7" THRU Ole- �AA\D VP � 1 VA k IE5 2r mw 6,614, TEL CU. SY AT 4 �e^ C�s IE \ �F H• Q �` MAX. 2 ( -- --.SAW -AV MIN. _. CEXrST PVMrT C1,c� 1 Q�Jh,`ly M!N. 3�r, _U - _ __._---__ STOKER CABLE CO. BY-I' _._._DA.E J CRUSHCL% PCCK' 4 C : v� _LS/+, _ "b "AC G P M T 570. (PLACED 1h TwW) LIFTS N.w NAf (;ASco.. BY�-DAT>: ?' cl, \ Q 3Goo P. s f. CONC.. �O\•� 9 / irA G N 1 �(.v ,DAIE \C; 3,. , . J' � RUSHSD RccrC- .t�.F. Olsi: BY 1Q a 4 c -K— , G T E ��°� ° - 5 . W. e U R N H A M s T eY ___r�A�r;6�! � f�ti x TYPICAL ^ E , \ SUB.ECI TO RMSION � I REFERENCE INFORMATION AND NOTES: -�U��' . DESIGN �r ►N F,r>7, W. L. . TIGARD WATER DISTRICT S . W . BURNHAM STR "o G" U s �': TRACED 8 8 4 1 I N H. I S.W. C MMERCrA� STREET, JOB NO. •_� TIGARD, OREGON 07223 I/2 STREET IMPROVEMENT -- CHECKED Harris - McMonagle ASSOc � ateS SFIEET I REV. DESCRIPTION SUB.- APPR. - DATE 14 �:�' ,q�. P�� J R H FS q 14p,P ENGINEERS - SURVEYORS _ REFER TO TRACING FOR LATEST REVISIONDATE 12555 S.W. 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I `4 Z5EG1A/ FROJ £ CT : 1,V6TALL BVTTO" 5 0, RfFLEC ;r-OR MAKKEK ,� D:Y V ( KL'LLOW ) I L Nit t \ : r C t TURN ARROW5 N� 8 5/DCWA4 /f a / ( T#eRM0FZA5T1C /MATERIAL ; AL 5O STOP ZINE j I r _ I IV4 :7 ._. . -.�C:`�ly' =;w�.•�Y2'Wxm..,�.-z+. ..*as-- .....tea.-,... .-r i � / M4.Lp WJ /�N5 TA L L /2 " 5 TOP L GYf N � M 4� n �N�S i2 cd � W.y1r � � �A"�, . . . . _ ...__.. ��:�.... _-.�, �- -, . -- - ___ .�._.._ __ _ _ _ " • END PRD,I EC T S ' 7H s 7 L°X/S T/M6 P H .7N57A44 h3urroly' S 5TOP 511? N o4EFLECT6'R MARKERS vn/ LAV& 1_ 0VC ( WHrTE) ( 8f4/A( AT ?AJ?i ,, S) < ��FUPR�� TICARD WATER DISTRICT 7149 6641 S.W. COMMERCIAL STREET a TIGARD, OREGON 97223 TELEPHONE 15031 639.1654 ORt -- --- eFRT E. SPS — J T R fE r r `s TRI h- ;/ I/�/Lw - - ..',.n^n * Robert E Sbntee, P.E. AAmmntrator Scale _ L} z2 OCT 1964 W VrMMC[C OIIIC[ 1U.[ly _ I -A Y i �..,_. .w'.•.+"""o'.w!r-"�-_. / _ � M! _ "!_ sa+rn.:_. - IiNi� - m .�.. . 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X K A Ti n T-T 00 1 Clog x A 9 D E F G W- 411 v \ CONSTRUCTION NOTES ALL WORK SHALL BE DONE IN :;ONFORMANCE WITH THESE PLANS AND THE CITY OF TIGARD, STANDARDS. 1 1980 OREGON SECTION APWA SPECIFICATIONS) IN THE EVENT OF CONFLICT BETWEEN THESF PLANS AND THE CITY STANDARDS THE CITY \ - STANDARDS SHALL TAKE FetECENDENCE. 2 NO ITE MPHASE WORK SHLL CONSIDERED LOM#Ar TI CC OR 'osap( UNTIL ACCEPTED � � BYTHE ENGINEERAND THECITY . &: c \ Tp AN •' \ �9 Q� 3 . ALL PERMITS AND LICENSES NECESSARY FOR THE PROSICCUTION AND COMPLETION OF THE WORK SHALL BE SECURED BY 'THE CONTRACTOR PRIOR TO COMMTENCING CONSTRUCTION . 10, \ ,� 1 ' �` I ` G• 4 . BEFORE COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALL UTILITY �1 � Oe 0�'� O� . COMPANYS FOR THE ON SITE LOCATION OF UNDERGROUND FACILITIES , 5 . THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THE PLANS IS FOR \ \ c� J cj INFORMATION ONLY AND IS NOT GUARANTEED TO BE ACCURATE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF FOR J56 9l BURIED AND OVEi2HEAD UTILITIES . ` 1 E. 12" 50UTH 155.60 7 . ALL STORM DRAINAGE AND SANITARY SEWER PIPE Sw".L.L BE CL. #52 DUC'T'ILE IRON PIPE " le} \ 8 . R�KTRENCHS WITHIN THE RIGHT OF WAY SHALL BE BACKFILLED WITH 314" ( - ) v 4. 9 . THE STREET SUBGRADE SHALL BE INSPECTED BY T14E ENGINEER AND THE CITY PRIOR TO THE PLACEMENT OF THE BASE ROCK . '\ STANDARD DRAWINGS SHALL. APPLY . 10. THE FOLLOWING CITY OF TIGARD A . TYPE "C" CURB DWG . 71-A-201 c> v ��• �` \'� `� '�'.o ? 'P, o B. STANDARD CONC. SIDEWALK DWG . 71-A-230 & 231 Q R/ w A G I r0. 00• C . SIDEWALK RAMP DWG . 71-A-235 4 Lt 5 5 D. STREET BARRICADE DWG . 73-A-240 CURB R = 1 9 8 . 00 - 7'' 1 • i 1` \ _ e E . 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