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16100 SW 92ND AVENUE _. I J' f, _, acs --- -- - - Ix/1, /� -sd' .. . .­ ft. . 11 I u - In IFJ7 ?-� ------ .._.--- - - _ NLth I-__ ALL SPACES MUST E3E ENDOF2SED `�• ' F __ PRIOR TO APPROVAL OF THESE PLANS / ; � _- I�� V��-���� - ! I -- DATE- r- -Ij r I r:..; - -----I PUBLIC WORKS DEPT. BY----,----- -•firI-IIIIIII I- - PLANNING DZPT. BY,.___.. DATE--- I �I r j 4 > J �I 'WN I aj ,I _---_. 'I BUILDING DEPT. BY. __..- DP.TC I V1 JJ1 d ,qI ,t,1l Q 1 --- _-__ .-._____-. ------- -- ------ � COUNTY HEALTH DEPT. DY__.�^.-� ---...-___ DAT'c __F_ �I � - --- _`j�fTLE�_ T' � ��, II ----- " �I L----- . � CITY ADMINISTRATOR G'Y__-_.�.------- DATC �I r.- tJ �I �I �'! X111 4i �•, d'• DATE---------------- II t)°• � O ^II 1`•1 -_- 7b, /•'• O TIGARD WATER DIST. BY-- II I _._ ill I ---- - `.�--=1-rl _ t-" + lc� _-== ` - _� GENERAL TELE PI10NE BY DATE O LAJ I ---- - -__ -I U S A BY..s___ DATE-_ - �. -� \� � � I I / -1.3 t ii 1I - \ . i N. W. NATURAL GAS BY_ DA7�' ) ► I I II I \ \ J� I I 1 �k - y� P. G. E. 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' ' . . . . : : : : . : : : : . : . : : : : : : : : : : ' : : . , : : . : 6 . : : : : : : : : : : : : ' : , I . �' ;�o 1 . �, 302 Tigard Plaza (�08 639-6116 . . . . . . . . . I I �`�---- PORI LAND, OREGON 97223 . . . . . . . . + ! I . . . . ,.. Nrrli�}kms*wr Mae,.r„ ,� - - ,.+ III ,..-._.,.,,,�,_ , i ,,;A�.a...�,,j�,_.,, 6666.. _. . . ; - . , ,. •, __.. �h.Me.iM,.:'�f..L�.^ r1' .'i.� ""w'•rrsr=.;..-�+owa,.-,., ,N,�..�.•.,. - - .......,,,,�,,,,. _.,......... _. meg,-.,_••y �� 'Il0•Illlllllillllllllllt''Ill 1111 1111111111 11111(�IIII11�Il 1Ill 111' 1111 IIi1II'l) , 111{ , 1111111 1111111 Illllll 111!111 1111111 111 111 111 111 11 1 111 illltll 111!111 1111111 1)1 111 � � 1 t � . I lI J I iI lliI ! It NOTE: IF THIS MICROFILMED 1 2 4 5 6 7 8 9 110 11 12 - . DRAWING IS LESS CLEAR THAN II i THIS NOTICE; IT IS DUE TO THF QUALITY OF THE ORIGINAL -• DRAWING. OE 6Z 8Z LZ 9Z SZ 1l EZ ZZ IZ OZ 61 91 LI 91 51 b1 EI ZI II 01 6 a L 9 S b E Z I.10' . r I I J I I I 6 I I ..,1� I I I I•-_.�. f- I . � 1t1111111111111111111U1 IlUllltl 11111111 Illlli!II IINitltl lUtlltu uulnit INllllll N11lIIII 11lllllllllllll1111111111111111!Illllllli{IIIMI 1'4!1!11 I111l111111111lIIlilllitllllllllli IIIIIIIIIll111�Illlhi1111111lII11 ItulnnlllullwlHlllnuluuliluLLu!IUulnlllllul�ullnl) -1.11-1 -- -.-- .- III- - - �­ . MARCH 30 19 9 1 _ - C O N S TRUCTI O N PLANS FOR L LL > IMPROVEMENTS S. W 92nd 0 � AVENUE xl\'�X�.� 17 _.tee._ � '—'� n i I �I - -•--- TIGARD, OREGON U DuicHaQ+� --- iK a TIGARD < Q HIGH SCHOOL PROJECT AREA kli uI LFINO,,�A r - , L 1 � J co ELI-MAN 4 N• 1 i i VICINITY MAP FILE .COPD ' ILLI. 9gAW8 MUST k1la ENDORSED PRIOR TO AP11RUVAL OF THESE PLANS 410Ta� PUMWO, VlQeiK.� �+�r'a�', EIv.��_' /�_._..._ DA-17% 7AZAPIC eOAo,17if4L .5,0V54411— Ba- rWIC R'a. . .�c. ilC/:r r' PLANK"i a r.1ATr, 7M4C 'x.:'Ort/Tre�Te E3 U I L D I FI 6 p:%a r, r,r s-- ---..T—._ t]A T 9 `'/^� , COUNTY H".*- .P;I D1!00 , cy r_,__. .1�lit+_e_ pA7r,.—_- - CITY ADIA;N::>.i r•'+2U`1 f3Y /�,,L!,,_�t ._...t nATlt._�, -�,���.../__ TIG/,h0 VYAIT'I'l [315-r, I7'/.,.,,. ____.3� 0ATg_ �..L�.L�+ _ GLENER(aL T9bIL:jRJlI9 r: �d DAVE N. W. NAY UR/4t, f3A§ EtYr i DATG1��r��.]G_ P. �, �. oY,,,. _. /�AT9 �G�_s-�1�j�lr� T. N, It. C0: �r. �:"C NATO cW141,0. 9- d/,7y 9Y FOR THOMAS H. 3URTON ENGINEERING a SURVEYING TIGARD SCHOOL DISTRICT 302 TIGARD PLAZA 13137 S.W. PACIFIC HIGHWAY TIGARD, OREGON 97223 TIGARD, OREGON 97223 ,c CFH . PERMIT Na. 137•--I-; z OF 7Mom - .. , 'y,r_- . ,I�..r r.�.,_3,,,, ...�.. _.t �•• "�••�...— r _.;u.;:fY,lWttr;�:ecf�...�:or.. ...r_��41rr—^��—..�. .. -Sbw1e,�• �+ ._.. t (�I�.IIIII11111�11IrI11111I�IIIIIII�Irlll`Ir'r'Irl�Ilir�lri�ll�r1�11I1Ii�1Illl�ll1111'�111`1I IIIrIiIIIII�I(IIIIIIIIIIIIIIII�I�IIIIIIr1111I1111111IIrIIrIrIrIr1111Irlrlrlrlrlrlrlr�rlrlr'I1r11 r 3 5 7 8 8 NOTE: IF THIS MICROFILMED �-"'" 2 4 6 110- 1 I � DRAWING IS LESS CLEAR THAN THIS NOTICE;-IT IS DUE TO a f QUALITY OF THE ORIGINAL ."`•" RAW 0E 62 9? lz 9? Sa of Ca 2 IE 0 61 91 11 91 111 *1 EI 21 11 01 6 9 t 9 S b IE Z I - �,,.�'"''� ��rrlunlnnlunluulnulu��l�r�llnl�nulnnllntl►rurlr�Nlie�+tlar�„IlHulNirinrrlrurlrn111n11nnlunlrnllnulrurinnll�rll��rlarl+r�tll+�ulur11n1r11rulur�uulllulnnlurd�u�INu�lluulnlrllllllUlrII111IIriI�IWIHWIWIllIILIU�IIIlUIl1UI1111�1�111111 . �, MARCH 30 199 '? .e�1.ua�v�ilt+yi.QMFY.iFY9� '+`.wi'r�q��11iU�YgNw'Ai 9TeiF4'Llf�iX[�1{ •:. .• '.... • FILE NO. '? nd AVE. - 16100 STR. OPN. PERMIT CITY OF TIOA RD WASHINGTON COUNTY,OREGON March 4, 1982 Parsons Excavating, Inc. Route 3 Box 560 hillsboro, Oregon 97123 RE: City of Tigard Street Opening Permit NR. 137-81 Dear Greg: This i, .o inform you cf the result of the inspection conducted by this office in response to your• request. Field and file inspection confirms completion of all requirements necessary to transfer the 92nd Avenue Street improvement project f'rom performance to maintenance period status. The maintenance period expires on December 7, 1982• At that time, you may rpquest an inspection of the project for final City acceptance and bond release. If you have any questions, please call me at 639-417.1, ext. 26 or 27. Sincerely, ert R. Landis Engrg. Tech./Public Works Dept. cmv 12755 S W ASN P 0 BOX 23397 TIGARD, OREGON 97223 PH:639-4171 STAFF REPORT CITYO>" TIVARD SITE llESIC,7� REVIEW CITY OF TIGARU-PLANNING DEPARDMNT WASHINGTON COUNTY,OREGON 12755 SW Ash Avenue Tigard, Oregon 97223 December 23, 1981 DOST: Site Design Review (SDR 32-81) Tigard ]sigh School Additions to Metal Shop, P.E. Building and Counseling Center APPLICANT: Charles E. Selig or OWNER: Tigard School District 23J Xavier Rueda 13137 SW Pacific Highway 213 SW Ash Street, Suite 201 Tigard, Oregon 97223 Portland, Oregon 97204 SITE LOCATION: Tigard High School 9000 SW Durham Road Washington County Tax Map 2;1 14A lot 100 49.36 acres REQUEST: For additions onto the existing building for a Metal. Shop, Weight Room and Counseling Center. PREVIOUS ACTION: Ordinance 75-53 desi�nt-ited this entire site It-30 and ;illcnvr,j the school as a permitted use, On October 7, 1981, the Planning Director wrote a Site Design Review approval for an addition to the existing auditorium. The three additions were listed on the application form for the auditorium Site Design Review. However, no plans were submitted showing the three additions with the auditoriun application, so they were not addressed in the Staff Report. SITE PLAN/DESIGN REVIEW: In this application, the applicant is proposing to construct three separate additions to the existing; 47,132 high school building. Currently, the main high school building i.s 1existi square feet. Tt1e three additions total 13,970 square feet; the P.E. addition 6,720 square feet, the metal slop 5,250 squa, , feet and the Counseling CenLer 2,000 square feet. 70 parking spaces are required for the site, There are currently 274 spaces on the site, 11-,ese proposed additions do not significantly alter parking; or landscaping areas already approved for this site. The proposed additions are a small percenLage of the existing high school complex and will have little visual or traffic impact on the surrounding areas. Access to the site is frr-n Durham Road. The existing access is adequate to serve the proposed additions. osed additions do not increase the student enrollment capacity and thusproinvolve no additional sewer hookup fee. 12755 S.W. ASH P.O. DOX 23397 TIGARD,OREGON 97223 PH:639-4171 STAFF Itl.t'ultT SUR 32-51 Page 2 SJ'AF'F AC'aCN: Staff approves site design plans for the proposed Metal Shop, P.E. and Counseling Center additions to Tigard Iligh School with condition as follows: 1. Conditions attached to the SDR for the auditorimn (SDR 27-81) also apply to these three additions. However, unless those conditions are satisfied or otherwise resolved sooner, through action on the audi- torium proposal, said conditions shall be satisfied prior to occupancy permits for these three additions. Approved by: Frank A. Currie Planning Director NOTE: Sign below to acknowledge conditions set forth for this project and return to the City of Tigard Planning Department. Failure to acknowledge will result in no further action on this project with regards to isstsince of Building Permits or engineering approval. SlgitdLuVAI)J) ant Da to Signature(t'rupertyL►ale APPLICATION — STREET IMPR,' cMENT/EXCAVATION COPY TO: (WHITEI- FILE ORD:N ...CE NO. 74.14 (B LUEI -INSP, :YELLOW) -OTHER AGENCY (INSTRUCTIONS ON SEPARATE SHEET) (PINK) -APPLICANT APPROVED �] APPLICATION NO.: _ NOT APPROVED CITY OF 7TFGARD, OREGON FEE AMT.: S /�nQ•= PENDING FEE. PMT. (] C11 Y HALL RECEIPT NO.: /O��2-p PE14DING SECURITY PUBL/C WORKS DEPARTMENT BY DATE-��SL-LfLL PENDING AGENCY ''OK" ❑ Application and Progress Record - - _ _ _ _ _ - FOR STREET IMPROVF:MENT/EXCAVATION AS REQUIREpON.Dr111 � -BF1G PENDING INFORMATION ❑ �^ ANNUAL U PENDING VARIANCE ❑ EXPI RATION DATE: Ci4Eg ,_ PERMIT NO.: DATE ISSUED: _ ��L_; J / BY: " - -- (1 ) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL. E" ��iL ►C �AZx����" �J _- 1�-`1 AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT _ �\R:x►�`� �x CAVAT11JCa t.�► _�' _I 1)VX 5('r') LiIL-�.,rcO) IG QR, 6_•'} 1 — Z2-78 NAME ADOR[SS CITY Q PHONE CONTRACTOR --- N ADDRESS PHONE PLANS BYEELfi_3C�2 T�Qt4RtiY�1.2A NAME ADDR[SS , p O i�_-CITY PHONE. ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S (7-15 C-IO0,r LLARS (2) EXCAVATION DATA: FOR OFFICE USE: o STREET DESCRIPTION PROGRESS & INSPECTION STATUS _ NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM A QUANTITY STREET ^/t• D RO E TP Q — U ESTIMATED STREET OPENING DAVE: � _L_ g ESTIMA rSD STREET CLOSING DATE: �L1— E STREET (3) SECURITY NO.'ye. hn SECURITY AMT: S ",l �L.C��w: CLOSE _ SURETY CO.: L' ! CERTIFIED CHECK U CASH C. BOND (4) PLOT PLAN. INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS: GSL. FEATURES: EXCAVATION LOCATION AND EXTENT, /7 Ad WCIC,& Jilfi7L d- e-0&d 9/YL ll I _si re 1 Ti5/6-__ c'0d/5;_ I ��'� 1 I .rzyC7'-ir✓.t! �AA! IS.SI.JG Ifi��K 19�E/q �1/C�.E'K S/,li�rl[-L. 8E Cl'��ll..S�L7'c�E2� G/T?' I I I I E CITY OF TIGARD DOES NOT, HEREBY, BRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS THAT OF WA3HINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUC'NON PECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS l'HE CITY AND EMPLOYEES AGAINST ANY INAIRY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS APPLICANTS SIGNAll1RF DATE r ,f C17 f OF TIGARD--12420 S.W.MAIM—TIGARD,OREGON 97223 t0 is RECEIPT ' DArF --- - --- - l - :$ : ANiQUNI _ f30LLARS NAME: — CASH: 77 ADDRESS, , - '<n }( r'�c ) •i CHECK: +� OF FOR- _ ACCT. a PEQMITS SURCHARGI AMOUNT_ SEWER BILLINGS 40-364 BUSINESS LICENSE 05-331 PLUMBING PERMIT 05-332 $ _ MECHANICAL PERMIT 05-332 _ BUILDING PERMIT 05-333 SEWER CONNECTION 40-363 SEWER INSPECTION 40-365 SYSTEM DEV. CHARGE 25-366 PARK DEV. CHARGE 01 30-367 PARK DEV.CHARGE #2 30-368 ZONING ADJUSTMENTS 05-362 r TOTALS REG'IVED BY: PERM.T NUIMIIR0 ASSIONIM Numbo- - JAmount Number Amount _ Numba Amount �—Rlc�,IPT i BURTON ENGINEERING �,..;- .-.._.._._.._._..........._..�.. _._�....._........_...,._.. il'�;&11B I I 1217/81 81-203 Nluu m m I I Tigard Schools 302 Tigard Plaza — Hall Blvd.&Pacific Hwy. Widen S.W. 92nd. TIGA�yR�D�,, OREGON REGuO�Iyf�J9�71�I2I,231 UIIIUNNI:NWWINII!�IWAN^I^1NIMAIIWIu�I�llli�IIMIIAGIINWIIIIIIIIIWIIIY l r i �.W. 92nd. and S.W. Division � Tigard Public Schools Parsons Vxc. Tigard Schools 13137 SW Pacific Tlwy, Tigard, nre. 97223 +' Cloudy 50 3:00 At: : John Dulanty Tom Burton Dan Burton d Greg Parsons Contractor preparing to begin construction operations. `love in equipment and supplies. Dug test holes as follows to determine existing surfacing depth: 1. Test hole A1- Sta. 8+50, East Edge Fxtg. pavement. 8" - 9" of well compacted crushed rock. 2. Test hole /'2- Sta. 11.4-00, East Edge Extg. Pav't., 10" of well compacted crushed rock. 3. Test Hole 03- Sta. 5+30, 10' East of East Edge Pav't. 7" of well compacted crushed rock. 4. Test dole #4- Sta. 4+80, adjacent to F.xtg, cer.b. 7" of crushed rock. Not sufficient 5. Test Hole 115- Sta. 3+10, adjacrnt to Extg. Curb, 6" of crushed rock. Not sufficient rock with 7" curb exposure. 6. Test Hole n6-• Ste. 3+50, 15' Fast of Fast Edge Pav't. , 5" of well compacted crushed rock. 7. Test Hole A17 - ,ta. 1+70, Fast Edge Pav"t. , 7" of well compacted crushed rock. R. 'Test '4ole n8-eta. 1+7n, 1 .5 feet Fast of Fast edge Pav"t, , 12" of rock very dirty and contaminated, however dr:• and well compacted. '). Test dole 09- Sta. 1+7n, Adjacent to existing curb 7" of crushed rock. Not 911,17ficient rock with 7" curb exposure. It is recommended existing base rock not be removed except for a 10 foot strip in the street and Parking area adjacent to the existing curb from approximately sta. 0+25 to ,tn. 5+37. The remaining street and parking area to he paved should he finish graded with low areas filled with 3/4"-0 crushed rock. The In feet strip to be removed should ')e excavateft to a suhgrade depth of 12 inches to allow for construction of 10" roc's base and A.C. siirfacting as called for by plans. 191 0� �1G1�RQ Tigard Schools, Parsons Excavating, City of Tigard. L-A, PU-I)J,IC V:0't S B010 Schnol %strict P23J, Clack-cents and Washington Counties, State Of OrcZon C_ YINO'r'l ALL I-L- N BY rFHESP, PRESEWS,, 7-hat vej, PARSON'S EXCAVATING, INC. as Principal, and TINTTT.-.n PA.,--TFTC TNqfTRAxr;:_ COMPANY d111j- ii)',horjzcd to conduct a general surety business iri the State of Oreton, as SS urolLy, are jointly and severally held and bound unto the School District 231. h .,rein_nfter called Obligee, in the suim of SIXTY TWO THOUSAND NINE HUNDRED ----Dollars ($ 62 953.00 roney of the United States of Arica, for the pay=ent of ,.hich we, as ;'rinci--,1, and as Surety, jointly and severally bind ourselves, our successors and asniGns, firmly by these presents, Ta CO!,DITION OF TRIS BOND Alli'D OBLIGATION IS SUCH., that V?y1RLAZJ, on the 7th day of k -tnber PARSON'S EXCAVATING, INC. the Principal herein, entered Into _:,-Itnact vith the chool District 023J, the Obligee herein, for the furnishing of mterials, labor and equipment and other requircm:mts for the perforvance or certain public improvements, being located within the City of Tlrard, as L-ore fully set forth in contract documcnts as described in said contract, all of which se, an1.1014, TRIEREFOREJ if the Principal herein shall f2 ;.h-pully and truly ot, d cui,-ply with the Lems of the contract and shall call and truly ;.-,r- !-o= all ratters cirid things undertakcn to beerfortred un6cr said p contract a-d rh-ill prc-_-;pt1y rake paymm2nts to all persons supplying Libor or r.-Aeri-ll for ..r-.y pros:cation of the 'work provided for In such contract --nd sh_-11 not t En), or cinim to be filed or Prosecution aaE.3inst Vic 'chool Dist, on account of any Libor furnished and shall pror-olly pay all contributiu.-,s or lu Accid,:-nt IrriustrIal Fund and all. .2 Coicrensntlon Fund In-urrod In thy_ p.:rfurc2r.:e Of _lid as due, m3ke pa)i:ent to tli,! j-._--rLcn, Or eGrp_-r-,jtJC:j �:ntiticd th-rCtO Of 00-2 20 uf 'Unc Oreton Fr --vised ­tjtute!;, a 0 _nd 01011 P-iy over tj uf R­venue all sll::-, rvouired to 1.,? d�- Uf the Princi--.7il and his tulb-ccr;, r.j_,,E.rS, t. F .n r. -vl:,ed tli-n this It t'.) I:: Torte and efrecte t cf' the S,jr.:Lyls tv 4 -7) 1--�-rnon5 furnishinZ tr..,)r Cdr Cr J1 P P. Frowir'.cd, ho;�;:vcr, t:��t t'.lc coruitivac of this obl� .. ' ion . 11-ill not . to tae Fri%^lU►1 Or t0 .ally -CU or ot1,2r hcrson in the porforinance of any such work, whether sp,ciiically pro- vided for in the contract or not. This tend is executed fcr the purpose of cc-mplyinS With Cti:3pter 2;? ')f Title 25, Oregon Revised Statutes, the provisions of ::hick are hareby incor- po:u;.cd horela crld c�,de a IxArt horeof. 'Aid Surety, for value received, hereby stipulates and allces that no ch:;fir, c>-tcr.sion of time, alteration, or addition to the tcrs of the contract or to the work to be perforccd thnrcunder or the specifications accompanying t'he '1r sr--ill in an;�I--c affect its obligations on this bond, Ani it does hereby - .�ive notice of any such change, extension of time, alteration, or addition to the terry of the contract or to the 'work or to the specifications. Irl t+-ITi ESS 1A7C-R OFA the parties hereto have caused this, Pond to be ' executed in Portland, Oregon, this 7TH day of0ecember, 19 81 . PAIPICIPAL(S) PARSON'S EXCAVATING, INC. BY: GregoryA. arsons ------ �itn�sses: NI)iED PACIFIC INSURANCE COMPANY . Bj�j UL., Title Kenneth deLooze Attorney-Ir,rr:ice -2- UNITED :P-P ^LMC INSlURAaTC"" CO3![f�PANY' HOME OFFICE. TACOk4A. W^3M#N6TOA PIDER To be attached to and form part of Band Number U36 70 20 executed by PARSON'S EXCAVATING, INC. an Principal, and UNITED PACIFIC INSURANCE COMP. 4Y, as Surety, in favor of SCHOOL DISTRICT #23J and dot" December 7 , 1981. (Penal Sum of Bond - $62,953.00) In consideration of the premium charged for the attached bond, it is heraby agreed that: City of Tigard, is an additional obligee under said bond provided that: I There shjall bt no liability under this bond to Cizv of tlgard, unless said Ci,t��'' shall make ,payment,6 to tAe Principal .in accordanco' withl the terms of the contz��a� b'Ittween jsod principal and School/District #231 as to piayynents, End ferfo alt tyof 1y�e o er obligations \tu beep,Arformed under said contract. The Surety's aggregate liability hereunder shall in no event exceed the sum set forth above. The attached bond shall be subject to all its agreements, limitotions and conditions except as herein express- ly modified. This rider shall become effective as of the 7t}1 day of December , 19 81, standard time. Signed, sealed cnd doted this 7th day of December • 1981 I PARSlX'_ _E .0 VAT.TNe.� TN( PRINCIPAL By Gregory A. Parsons ! ACCEPTED: UNITED P CIF C INSURANCE COMPANY B y -- -Ti QRMlE Y•1 M. AC KennF�Lh deLooze "It ,R by Y TL[t dOU•I�M ED.i•7t UNITET P i ACIF IC INSURANC COMPANY HOME OFFICE, FEDERAL WAY, WASHINGTON i POWER OF ATTORNEY 1 KNOW ALL MEN BY THESE PRESENTS, That the UNITED PACIFIC INSURANCE COMPANY,a corporation duly or State of Washington,doss heppoint reby Rake,constitute and a po Y genited under the IeNn of cite KENNETH deLOOZE Of PORTLAND, OREGON----- its true and lawful Attorney-in•Fact,to make,execute,seal is-id deliver for and or,its behalf,and as its act and dead ANY AND ALL BONDS AND UNDERTAKINGS OF SURETYSHIP--- and to bind the UNITED PACIFIC INSURANCE COMPANY thereby as fully and to the some extent as if such bonds and undertakings and other writings obligatory in the nature+ thereof were signed by an Executive Officer of the UNITED PACIFIC INSURANCE COMPANY and sealed and attested by one other of such officers,and hereby ratifies and confirms all that its said Attorney(%)-in-Fact may do in pursuance hereof. This Power of Attorney is granted under and by authority of Article V11 of the By-Laws of UNITED PACIFIC INSURANCE COMPANY which became effective September 7,1978,which provisions are now in full force and effect,reading as follows. ARTICLE VII -- EXECUTION OF BCNDS AND UNDERTAKINGS 1. The Board of Directo s,the President,the Chairrrwn of the Board,any Senior Vice President,any Vice PresiJent or Assistant Vice President Of other officer designated by the Board of Directors shall have power and authority to(a)appoint Attorneys-in-Fact and to authorize them to execute on behalf of the Company, bond, and undertakings, reeognizancers, contracts of Indemnity and other writings oblig- cry in the nature thereof,and(b) to remow.any such Attorney-In-Fart at any time and revoke the Powe,and authority given to him. 2. Attorneys-in-Fact shall have power and authority,subject to the terms and limitations of the power of al'rorney issued to them, to execute anddelive• m behalf of the Company,bonds and undertakings,recognizances,contracts of indemnity and other writinf,s obligatory in the nature thereof. The corporate seal is not necessary for the validity of any bonds and undertaking.,recognizanees,contracts of Indemnity and other writings obligatory m the nature thereof, 7. Attorneys-in-Fact shall have power and authority to execute affidavits required to be attached to bonds,recognizance% contracts of indem- nity, or other conditional or obligatory undertakings and they shall also have power and authority to certify the financial statement of the Company and 10 CDpif;of the By Laws of the Company or any article or section thereof. This power of attorney is signed and sealed by facsimile under and by authority of the following Resolution adopted by the Board of Director-.of UNITED PACIFIC INSURANCE COMPANY at a meeting held on the Sth day of June, 1979,at which a Quorum was present,and said Resolution has not been amended or repealed "Resolved,that the signatures of such directors and officers and the seal of the Companv may be affixed to eny such power of attorney or any certificate relating thereto by facsimile,and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power sa executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached" IN WITNESS WHEREOF,the UNITED PACIFIC INSURANCE CCMPANY is causehese presents to be signed by its Vice President,and its corporate !al to be hereto affixed,this 30th day of Decemt er 19,1140- UNITED PACIFIC INSUIy PNCE �(JMP ANY %eAL 1 �ii v�+1 �,T Y Vice President --�—_---� STATE OF Washington ) COUNTY OF I,!ng �13 On this 30t1h day of De -ember 19 ctrl ,Personally apueered Charles B. Schmalz to me known to be the Vice President of the UNITED PACIFIC INSURANCE COMPANY. and acknowletiged that he executed and sttet,ed the fore- going Instrument and affixed the seal of slid corporation thereto, and that Article VII,Section 1 2 end 3 of the By Laws of said Company, and the Resolution,set firth therein,are still in full(orrr. MY Commission Expire: �?c June 12 1s 9? "°""` - --- r°six Notary Public in and for St to o' Washington Reining at Tacoma I Charles J. Ftilskow shove and torrgoing rs a true and correct copy of a Power oftAttorney a xscutted bylsaid UNITED PACS IC INSURANCE COMPANY hereby wh ch is tt Ih?n full force enc'effect IN WI TNESS WHEREOF,I have hereunto set my hand and affixed the seal of said Company this 71Il day of I)t,cember 19 81 Oaesw tlbV 1431 Ed. 4/80 ����)� Assistant Secretary THOMAS H. BURTON ENGINEERING & SURVE Y!NG 302 TIGARD PLAZA • PORTLAND, OREGON 97223 December 3, 1981 RE : Inprovements to S.W. 92nd AvenuE - Adjacent to Tigard Nigh School for School District #23J. Portion in City Street Area . COST ESTIMATE UNIT TOTAL ITEM NO. DESCRIPTION UNIT AMOUNT PRICE PRICE 1 . Clearing, Grading, Excavation - L.S. ALL ---- $1 ,444.00 2. Trench and install 8-inch Storm Sewer Pipe - L.F. 40 8,00 320.00 3. Trench and install 10- inch Storm Sewer Pipe - L.F. 147 9.20 3,772.00 4. Manholes �Irnmplete, installe6) - EA. 1 600.00 600.00 5, Inlets - (Complete installed) - EA. 1 450.00 450.00 6. Class "B" A.C. Tors 310 32.00 9,920.00 7. 3/4"-0 Crushed Rock C.Y . 380 9.10 3,458.00 8. 2"-0 Crushed Rock C.Y. 560 8.10 4,536.00 9. Striping and Reflector Buttons - L.) , ALL ---- 500.00 TOTAL $25,000.00 ��b011 JO X1110 K L b K Associates, Inc. l Dir PANIES AFFORUING COVERAGES _ 500 N . E. MuJ_Liic�mah �L:ite 1262 LCMI'At, Portland, Oregon 97232 LETTER A p_c; P "n RmpyPrg COMPANY a.J LETTFR tJ NAME AND ADDRESS OF INSURED COMPANY Parsons Excavating, Inc. LEER Rt. 3 Box 560 COMPANY D Hillsboro, Oregon 97223 LEER A COMPANY E LETTER This is to certify that policies of insurance listed below have been issued to the insured named above and are in lorce at this time. Notwithstanding any requirement,term or condition of any contract or G:he-dcc^meat vrith c!^c a which this certificate may be Issued or may pertain,the insurance aflorded by the policies described herein is subject to alt the 4- terms,Erclus;ons And Lor„`,.,.Cns G'.__' pt: Limits of Lia il tn Thousan t CL^PINY 7YPE Ur IhaUFANCE POLICY NUMBER POLICY - EACH LCTT(p EXPIRATION DATE OCCURRENCE AGGREGATE BODILY INJURY f f ®cUILFgCHEI,SIvi ic;; PREMISES—OPERATIONS PRCIPERIYDAMAGE s t ® EXPLOSION AND COLLAPSE HAZARD ®UNDERGROUND HAZARD PRODUCTS/COMPLETED OPERATIONS HAZARD BODILY INJURY LND A ®CONTRACTUAL INSURANCE GL65-0881-50015 8/l/H2 PROPERTY DAM,GF f 500 r s 500 BPnAD FORM PROPERTY COMBINED 'MAGE IND[PENDENT CUNTRACTORS PERSONAL INJURY PERSONAL INJURY f 500 , AUTOMOBILE LIABILITY BODILY INJURY f (EACH PERSON) COMPREHENSIVE FORM BODILY INJU RY f A ®OWNED LSA 6 5-0 8 81-5 0 015 8/l/82 (EACH ACCIDENT) F 0 HIRED PROPERTY DAMAGE s BODILY INJURY AND ® NON-0WNEO PROPERTY DAMAGE f r ----- __ _ _ _---- OMBINFD EXCESS LIABILITY BODILY INJURY AND B ® UMBRELLA FORM MN 0 016 5 2 8/l/82 PROPERTY DAMAGE s 1000 f 1 , 000 r ❑ OTHER THAN UMBRELLA COMBINED FORM WORKERS'COMPENSATION STATUTORY and EMPLOYERS'LIABILITY f _ _ _ It Ac M Acc rot Nil-, rtI OTHER DESCRIPTION OF OPERATIONS OCtTIONVVEHICLES re: Job S.W. 92nd Ave. adjacent to Tigard High School Additional insureds as respects to this job: City of Tigard : School District 23J Cancellation: Should any of the above described policies be cancelled before the expiration date thereof. the issuing com- pany will]!I'lc*X0WXIX mail —30 days written notice to the below named certificate holder,"*"WXXo( *wxx")ax"xxalaMR06EcXCK0bbX4JJ0gRDd0kkgk"*Dog X"9 ,J�tw*RV%Fft P.AME AND ADDRESS Or CIPTIFICATE HoLOER ^��--- -_--- - --_ nATE ISSUEDfa l _ School District 23J K & cii3tes , Inc. 13137 S.W. Pacific Hwy. Tigard , Oregon 97203 __. AUTHOR CD R(PR(SINIATIV( • ACORO 25(I )9) THOMAS H. BURTON D 1006 �, y° 40 a ENGINEERING & SURVEYi ,fj, 302 TIGARD PLAZA PORTLAND,OREGON 97223 October 27, 1981 RE : Improvements to S.W. 92nd Avenue - Ad,jdcent to Tigard High School for School District #23J. COST ESTIMATE ITEM N0. DESCRIPTION UNIT UN I 7 TOTAL AMOUNT PRICE PRICE 1 . Clearing, Grading, Excava . L.S. ALL ------ S3,000.00 2. Trench and install 8-inch Storm Sewer Pipe - L. F. 190 .0.00 1 ,900.00 Trench and install 10-inch Storm Sewer Pipe - L.F. 410 12.50 5,125.00 4. Trench and install 12-inch Sturm Sewer Pipe - L.F. 684 15.00 111•,260.00 5. Manholes - (Complete, installed) - EA. 3 750.00 2,250.00 6. Inlets - (Complete, installed j - EA. 4 350.00 -1 ,400.00 7 . Class "C" A.C. Tons 69 30.00 2,070.00 8. Class "B" A.C. Tons 569 30.00 17,010.00 9. 3/4"-0 Crushed Rock C.Y. 672 10.00 6,720.00 10. 2"-0 Crushed Rock C.Y. 592 10.00 5,92.0.00 11 . Curb (Con, . Extruded) - L. F. 927 2.50 2,317.50 12. Sidewalk - Concrete - S.F. 3,506 1 .25 4,382.50 13. Parking Berms - A.C. (six) L.S . ALL ----- 300.00 14 . Striping and reflector Buttons - I—S. A11 ------ 1 ,500.00 Subtotal = $64,215.00 Engineering - 4,500.00 Contingencies = 6�GOO.00 GRAND TOTAL $74,115.00 C17YOF UGARD STAFF REPORT WASHINGTON COUNTY,OREGOIJ SITE DESTGN REVIEW CITY OF 'rIGARD - PLANNING DEPARTMENT 12420 S.W. Main Street, TIGARD OCTOBER 7, 1981 DOCKET: SDR 27-81 Tigard High School Auditorium APPLICANT: Charles Selig or OWNER: Tigard School Xavier Rueda District 23J 213 S.W. Ash St. S-201 Portland, Oregon 97204 SITE LOCATION: Tigard High School 9000 S.W. Durham Road Washington County Tl a:: Map 2SI 14A lot 100 49.36 Acres SITE PIAN/GESIGN REVIEW COMMENTS: Related to parking on site a considerable amount of work has been done recently to increase the capacity. If S.W. 92nd Avenue is improved as proposed, additional parking will he provided. When S.W. Durham Road is improved, the School m-iy loose a few spaces, but it will not be significant. Auditorium could create a probelm if a major event were scheduled on the same night as a football game. However, with only sir. (6) games "at home" in the Fall, Staff feels that khe chances of this happening are negligible. The School Superintendent has assured Staff that this possibility is negligible. The park.inq therefore seems adequate. Improvement to S.W. 92nd Avenue will be completed as a condit-J on of this development. The Public Works Director .is .reviewing the plans for this street work now. The Council was very clear on what would be required on S .W. 92nd Avenue . (Reference SDR 6-81 Stadium. ) S.W. Durham Road should he improved in the near future. When Staff discussed the Stadium project , we made it quite clear to the School District that a non- remonstrance agreement for the improvement of ;.W. Durham Road would be a requirement for the Auidtorium project. Council has agreed to form a Durham Road Committee to Study the formation of a large Local Improvement District along S .W. Dur.ha►n. It is anticipated that ".his work will commence within two (2) years. The School District will be involved. -- ---- — 12420 S.W. MAIN P.O. BOX 23397 TIGARD, OREGON 97223 PH: 639-4171 - �T11FF REPORT SDR 27-81 Page 2 Ordinance 75-53 designated this entre site- as R-30 and declared .he School a Permitted Use. The iront_ yard setbacks in a R-30 Single Family Residential Zone shall be a "minimum of 30 feet" (Section 18.20.100 Tigard Municipal Code) . Because they have required a 45 foot from center line dedication along S .W. Durham Road the setback for the auditorium has been reduced to 20 feet. The City created a "hardship" and therefore should grant a variance. No application for a variance is necessary under these circumstances. The applicant has agreed to "review" this project with the Planning Commission on October 6 , 1981. Surrounding property owners have been notified. This is not usually done, but Staff felt that this project needed to be brought to the attention of the surrounding people so they could voice their concerns. A similiar. "review" will be scheduled with the City Council. STAFF DECISION: Staff approves this project with the following conditions: 1. Improvements to S.W. 92nd Avenue shall be made as approved by the Public Works Director. Plans for these improvemcnts shall be submitted and approved prior to the issuance of a Building Permit for the Auditorium. 2. The School District shall dedicate all land 45 feet from the center line of S.W. Durham Road to the City for street improvements. A nun-remonstrance agreement for. the .future improvement of S.W. Durham Road shall be signed and delivered to the City prior to the issuance of a Building Permit for the Auditorium. 3. No Occupancy Permits shall be issued until all ca n(liLions placed upon this development by the City of Tigard have Leen satisfied and inspections verifying this have been carried out by the appropriate Department. 4. No changes will be made to approves] plans or specification unless formal application is made to the appropriate City Department and changes are approved by that Department , Application for changes will be made in writing and shall include applicable drawings. 5. Grading and construction plans for all work in public .rights-of--way and all other public improvements shall be prepared by a registered professional engineer in accordance with City standards, and shall be submitted to the Public Work Department for. review. All public improvements will require a Compliance Agreement and must be (design) approved by the Public Works Department, and must be either (1) fully and satisfactorily constructed prior to the recording of any minor land parition, public . :J" 21--87 3 dedication, final plat, or issuance ci. 111_1ilding Perrults;; or (2) bonded to the City for 100 of tho ens t:iau►te1! c..Ob v '.hereof prior to the recording of any Mirror Land Par.ti ti on, public dedication, final. plat, or of B"i.lding Porm.its. 5 . All pr0100sed utilities small be priced underground. Street ligating installations shall be approved by tho Public Works Department. 7 . A metes and bound legal description and map sh,111. accompany a dedication of puLLic rlgtit:s-of-c:ay, parks, open space or floodplairt areas Zind shall. be prep;Arcd by a register-2d engineer or land surveyor. 8. A City of '.Tic;ard approved Npn-r.Nme�►strance Acjree-IFart mutts' be recorded l:y :Washington County and returned co of 'Tigard Planning Department before issuance or I3uil.ding Penui.ts or change of property ownership. 9 . All street and parking areas shall be concret- or. sphpl ... All sidewalks shall be concretes. I.D. No Building Permit.=: sl-jall bce i.ssut!d ur.ti.I t',-- � d � .-piration of the ;.wenty (20) day appeal Period from the ate of Z.pprovzil . Aldiv Howard Planning Dire,-:tor NOTE: Sigel below to ackna-vjedgrs eD.,iditicns ;yet f,rt_l; for 11—M err jest. grid roturn to the City of �'igar(l Pl�irc►7 i.n? 00I)a.r IAT :,nt.. F*a' u r v to r.cicn0w_l.e690 will result in no further actionon ti, Project With regards t.o (of Building Permi --s or eng3nc:.a:.;.�,g approval . r Kirgnat.ut�,.I - ---- -- —__ S1cJ,l�li'A'- 3 (Property Oconnrr i I K37 E ; CONST. SIX AL. SPEED CONTROL PERMS IN PARKING LOT AS �' q DIRECTED B) trNC KIEER d]� -- W LJQ IW �' • x� L� W O _ROCK AND PAVE SIDEWALK O 11.`Us ��.REA 'ASPHALTIC CONC.) U Q 4 01 W I �� C, STc, N D +w (a) Z I+�Wn Ln n >- " d a` - GRADE ROCK AND w c0 W 1 f Iv N I -� C 0 U R T :� �� � `� OQ - iNSTAL>_ 8" A 4S° PAVE PARKING AREA CONST CONC. EXTRUDED .� a I ~ N� t'I 8" (SEE STREET SECTION CURB (SEE DETAIL. SM 2) +� Q COK57 COMMERCIAL M M to +w i' p Q WY i H DRIVEIr�'N CUTOUT) ± tNST' LL tKILET c� � j ►- �� i '��' �� N LLEANOUT' TO rt (LtTY �F T'GARO 5TO) 1 Q � STA. 3+50 ABANDON CONNECT EXT'C ExT'G KNLETS G^S o _ �f�-_ Cis SL4�FAI_F SHEET Z ) _ T TEHW5 CTS.)t� I 4 ��� p�Cry F_ CONST' CONCRETE. EXT'Ca INLET M.N.-INLET TO CONNECT TO LfT 'G 8" 5TOPOA DRAIN INSTALL INLET CM, INSTALL INLET In I REF Lk,E CURB SIDEWALK MANHOLE Y { M ►I.1 10"ST EXT'C., INLET REMOVE E.;CT'q I INSTALL INLET _v ---`� 4� Vi YE /1 � _.., ro STA• IZ+00 STA 14+54 �� ' I r0 SEAL EXT'G N LIGHT A F. :EXT'Cq� CONNECT TO lo' ST S INLE-T-�� STA g+00 __- S, — CONNECT EXT'C� LIGHT (EXT' a'o F_h10VE EXT'G I (E '6`� DF�IVEWAY f �� ,� (EXT'G) �' \_ J _ I ST, GKAINTO ►Z" . , EXT'G FEWCE F.H.(EXT'G) END PAVINCa 14*84 I L\a v A t + • - ,•-% _••.._. A • S I D WA L I-< AREA ` s �• '� - ' t r BERM ,J ; 1 • SIDEWALK i .AREA _ --+- -- — DE AND 1 EYT'G CURB - "c ° N `� _ P A R K I N N ti END CURB STA 14+(o4 E _ 1 � G A A ^ N .. 10" 2" I I n� 2" I ' 7, 4 � _ �A y S 1- .ST ST slf�-- "� - s s `�'I y 'y T �1, ��„ ' ,E .1ATCNT-_,_ ,. ExT C� g. KH.-i �r M. I'"K8"x 5° YE M.H. E>iT'G ST v W FAVEMENT u� -_ . - -----_-- w --- ____ _ - - �. -- - ---- w - -v✓ --- - - - - -- - _ �,� w -- - -- N - t9e� w — -- `^' - - g" �_ -- - ,v _ _ ,v _ ENL'. 5TORM SEWER X0. ;___ @ STA I • pt - � -. -- - - - - - - - - - - - - - - - - - - - --�, - - -. .- - - - - - - - - -- - -- - - - - - - -- - _ - _ - - - - - - }- - N - - - - - - - - - - - - - - - - - - - W- - - -==-_�� - - - - - - - - -- - - - -�_ _ - - - - - - - - - - - - - - - - - - - - - - - - - - 9 - - - - - - - - - - - - --= -- x - - - - - - -- - - - - - - - - - ST - - - - - - - _ T 4184 �► 1 2 n 3 4- - 5 7 8 9 10 1I �"f _12 _ 13 -_114- INSIDER � 'A - M 16 - a -� -- -- - - -_ - 4 --. - --G ---- -- G -- G - --- --G - --- -- E D(,E Ex c / i _ __.__. �, --- . 4 -- —---G _._.-_—.____-- -__ c ----- 4 -- - --- - - - - -— G - _- _ � -- �, - - --- C.R. d?(o - __ .-- __---- ---- 8 4.00 P.C ' O�JTI-ET r.►J r --- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - �- - - S. W. AVE . - - - - - - - - - - - - - - - - - - - TG_PAvEM'r - - - - - - G- - - - - - - - � - - - - - - - - '4t ' ,. _i 3 0 L) f I N m F- W z �___..__._—.--___—.— WcW ; 11 J�'. G % ' — LAIDEN EXT'G PAVEMENT I A Z I I 28.5 FT AS PER CITY OF = 91 \\ L TIGARD STGS (SEE STREET � I WIDEN EXT 'G PAVE'.;;NT SH. 2 ~ I \ -- -- 20'--!_� % _j W TIGARD55 OS PER CIsEr OF Tf SECTION _ ) tY � r; , I 5TA,. 0+10 TO 5+37 Q J _ STREET SECT ION SH 2-) Z o I 3 ASPHALTIC SIDE ALK - clL J ' W _ fin' SIA, 531 )1•�+84 a j I ASPHALTIC CONC. -' I A C PA`JEM'T 7 LIF -� + NOTES - STREET AND IMPROVEMENTS I r ` u�a _ 1 . NO ITEM OR PHASE OF WORK SHALL BE CONSIDERED COMPLETE UNTIL I EXTRUDED CURB N ACCEPTED BY THE OWNER AND THE ENGINEER. 2. CALL TRENCH BACKFILL MATERIAL AND METHODS SHALL BE IN CON- DRIVEWAY ON- DRIVEWAY D E TA I L_ FORMAdCE WITH THE STANDARDS. NO SCALE 3. ALL PERMIT AND LICENSES NECESSARY FOR THE PROSECUTION AND THE All work shall conform with the plans and specifications . COMPLETION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE PLAN V ` E W 5 E 92 N D AVE-,_ General Conditions, Special Provisions, and Specifications are CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. • IMas detailed in "Standard Specifications for Public Works Construction" 4. BEFORE COMMENCING CONSTRUCTION, THE CONTRACTOR SH1 _L NOTIFY SCALE : I " = 50' by the Oregon Chapter of American Public Works Association and ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND FACILI- the City of Tigard Public Works standards and shall apply as though TICS IN THE PROJECT AREA SO THAT SAID FACILITIES MAY BE ACCURATELY bound herewith with exceptions as herein noted. In case of con- LOCATED, I .E. . ELECTRIC, GAS, TELEPHONE, WATER, STORM AND SANITARY flirt between standards , the City standards shall take precedence, SEUIEC. 5 , STORM DRAIN PIPE : CONCRETE SHALL BE MORTAR JOINT OR RUBBER r"" "' J0 NT CONCRETE CULVERT PIPE CONFORMING TO ASTM C-14, CLASS 2 is METAL SHALL BE ALUMINIUM CONFORMING TO AASHTO M-196, M-1970 -2119 AND M-219. E. PIPE BEDDING SHALL BE CLASS "B" FOR CONCRETE PIPE. METAL PIPE SHALL HAVE CLASS "B" IN RIGHT-OF-WAYS AND CLASS "C" IN EASEMENTS. . . � 7 . TRENCH BACKFILL SHALL BE COMPACTED CRUSHED ROCK IN STREET RIGHT- .. . __.. .. ._ . .............. ......._. ..,. IY OF-WAYS, CLEAN NATIVE MATERIAL SHALL BE USED IN EASEMENTS. j 8. PIPE ZONE MATERIAL SHALL BE SELECT IMPORTED GRANULAR. U0 W -00 .............: O ° 200 I ! X � m - W - TOP E-'XT'G CURB w N Z 'iJ 195 m � � 195 � I + W _� lnmw EXTRUDED CURB LIN F C.UU T I L I I Y LOCAT10N5 t`'= � '-' ---- �� �' �XT'G PAXlFMENT � M O,R 0.31 15 1Nc (� Q,sG"H/ AND ELEVAT ION TO _ `E - - _ _ C E,E VERIPIELi IN 4_ - _ 01 W ' TS I'IEi_D _ / EXT'G C,RL7, ( � 0 IY �� 3+ 90 p. 2"G - - _- 1` 4O °d coRB LINE `+ N �I I tY n i.. ..................................: CONST, M H 2 , © , _ / m 4- Q �J �►- I E, C 000a00 m x 18 7. C � - - - - - - - - _ _� U a` + 2 N CON ST. 410' 10" f / g+O o ��I s„S _ - 4 - - _. __ _ -� ---- m w c. 5. P. CCN ST. MN - - -- "-- J �J W LAJ - 1 . . ; 80 . . �,� ? � � 180 __. 3 OUT p I" )82-. 73 �LUIw `9 CONST, 400' x 1 all 6 + 12400 S = \ , , PROFILE : S. W. 92nd AVE . c�EST ��l � [ 75 .... _ .. CONST --_ 175 ( C. S. P, CONST TO DAYLIGHT 1 ? 13 14 I. E. 17 74 1 . . . . . « 9 10 81 -203 ............«...................... .................•........ ....,..,......... _............. V ENTS - S W. 92 d VENUE .€ _� FOR. _-. I OPRQF lMPRO EM n A ��. TIGARD SCHOOL DISTRICT P. OUGA . . , . . . . . . �� AS NOTED 13137 S.W. PACIFIC HIGHWAY T H. B. . . . . . . , e 'r TIGARD, OREGON 97223 - s 3 TIGARD, OREGON . . . ' i I SCALE: -- I ' �y �M5 73�4 .� D R 10 t9- AL: . , � : , , . . , . . . . . . . . . . � ; . . 1' 5 VERT, r'' ' � _ 81 - 203 r .... I![OON ». «...».....«........................«......«....,.«...........«...................«.................... .................«..,..................»...». .. ...... .. ._ _ ...... ..«.....«..«.................«........«........ ........«..............«.««...«. .....«.......,...................... «...,... ««««...«. .�. y _ _ ___ _--r--__ _ _ H. THOMAS BURTON I �4SEMEA -1 .�E' IAtCV ®f,Ga VW 417" i : : . : . : . : : . . . enc ' r r J ���� . ��" /' ENGINEERING SURVEYING . . l " , c.✓ l � oMaM H guy 302 Tigard Plaza 508) 639.6116 : : . : ' : . : : : : : : + : . : ,4��ti-�c e t�",09»IV.d M•geAur9A..)A uc wE ___- _ __._ - - FORT! AND, - --�-- OREGON 97223 . . . . . . j : . ; . 'N om'. I 10-27-81 TO CITY 4F TtGAaO STt?5.-_ P. L'OT _ cf 2 awn - :RMI: Ian . 137-el. a' 'r. N 'd• - p 'fi& 4 ...,r .. __.__• .'.' ....., ,--._-, +wevW....y.. ..,-.. ��� � 'ems, .. .... i►'�M w.1reK.,Y, '. rt'•IMf.MIFF' M ...•. r iS'A... _ t ! i ...• + 111 1111111!I)111111111-ITII�IIII�III'+`4•I1'I'I'111'hrlll 1'l'I'I'�'Illl��ll'I'i 3 4 5 6 7 8 A I�0 1 I NOTE: IF THIS M ICROP LMED I '"""'�•'-may ------- DRAWING IS LESS CLEAR THAN THIS NOTICEr-IT 15 DUE TO Pf QUALITY OF THE ORIGINAL : r DRAWING, of 62 AZ LZ 92 S2 V? E2 -Z2 Iz OZ 61 B1 LI 91 $1 41 EI aII II 01 a 9 L 9 'S•. ,�•-11, EL• Z I"•"" 1r11{11111111111111i1IIll n'1t1111{11111111111111111111111t11g1{111111tu{I1111111•{�n1111111N1111111�111111if111111111111111111N11 Ill Ill 111111 1►°I�iwlluuhllllln1h1111u1t111u�llullnllullllluluitltl111111111111{111111111111111)wW91nWltttlltulJlll{llUlnlllullltl�iblH >e MARCH 30 19 92 A B C U E F G H 1. ss 38888 888 88 34434.3 3' 313 7 IILMONO- DIRECTIONAL. CRYSTAL - WHITE BUTT(ANS r �Qc*4 -STOP I5AK .� JSBUTTONS 8 WHITE IO C-C `N� FYT'G C URB CURB 1 I I <NNX\\' \\\\\\N N )X\ PARALLEL PARKIN AREA ` \' \%'' ` i--- _ ° rsstt • ts sttts : sss : s ess : s : : t t : : : W'YELLOW 4'WF? ITE ' li" - • : 5 : : : : t1 � s : s + ststttts : tst : s : s : sse :A: stssss : st: tsss : : cs • : : • • : : • : . . . . . . . : s : . . . : : r: rtt t� Ex7 'G EDGE - OF PAVEMENT I i t I i5' 15' — ® 0 0 --® 000000 ® 0000 ® O -fi-® , a000mo000 ® 0 STRIPING PLAN , FENCE DIRECTIONAL -� S I OE WHL K - Ss - SIDEWALK NOTES I YELLOW PEFLECTORIZED - 2 I MARKER I. � AR OVERHANG I. EXPANS ION JOINT MAY. �w SPACI NG - 40 FT, Slow 2 f _� �- I ` B 2, CONC BREUAKI P• STRELICTN RKLR D _ All , )45 CuR To AFTER BODOA ( ' 24 �h s -CONST LIMITS-­­ 3 5 .IMITS- _.__35 19 E.KT'G FENCE '-- IO/-_ - 12.5 E 9 IST I NC, !8. - 1 _ I2 E1cT'G -28,5' i G.J R,F IL MATCH Ft 'G FAY E'MT ll 1 f3" BUTTGNS 4" CONICRETE EXISTING CURB - :--- --ice 1 _i • • • • /..- \� :_. CL4SB•. A . ?4 E1/RUSHEONG RRSE 2., of X411-0„- CEGSHELD ROGK 8 of 2 c -NEI✓ ROCK GWXNC INVERT 70 6 BARS d 2" O.C. PARKING D E.T I l.-• -STA. oioo 40 s + -s-r ° DIRECTION OF FI,D1N WROUGHT IRON OR WAD ' E AND GRATE-SEE -.T--r NG sC,��L F FRAMr a DETAJL , r �W 9 nd AVE• �--- E C T I �`Il A V7 BARS- l 2 _ \ 1 ---- --- - -- I not b4 I� I I a fin al3 /mak`/(/fiiL'C ',� — 3 2-9-7/8 •--- I GUTTER UNE 2 "8"1�" � W l R!E EXTENT 10►J I. CUf�t3 SNAIL t✓E MAC.HINE �g 25' ------ 30�-__,'MAX. PIPE .._._.. - ---_ __ -- -- j/4 �I EXTRUDED . SIZE l8" ., �- —--PA tt K I r4 G_--- ��'' ----AREA 3.5t - y�- --7 /4 R c �� 13E 3,<�00 R I . AFTER t0(T'CR FENCE �„8 DA,Y5 , -7 S' WPITE _ . T=-XPAN ION JOINT FIERY �.-ErRuDFU CoWC. auric �'' MATCH EXT'G. STANDARD MANHOLE B � (,2)-2422"x 2-I/2"x3/8°°'q _ C-E E T CuR® - N �t JAB 5I-�ALL BE BONDED FRAME A COVER GROUT ANISII -- PLAN VIEW • TO A� P N A I-T, ( { :_ -- --------= 2"CL s S -B" A•C, .61140E - - -_- - - - , 4- CONCRETE O(TENS101M RING "T- �- j 'B" \ INS'T�LL AS REDUIRED TO BRING F-PDX Y BOND 51DEWA L-K AREA, J �-2"CLASS A C OF �, \ `— ,�" l � -Q cRvSHED ROCK MANHIOLE COVER & PRAW TO 3/4+� �I • - � 8" OF, Z ' O CRUSEU 2oGK3/4" 2"CLASS 'C" A.c _ 4OF CA,5NED hXX DESIGN GRADE -MIX. 3 RINGS OR 12 MAX. .. !Y4" I- ROCK • STD. AT TOP SLAB 5 ,. T 11 `� '� L EV E L I N C COURSE ° 4a• • RAM -HEX JOINT MATERIAL OR ,� ea. RAS RE9U I R E D SECT ION AVE • 4 EQUAL-ALT GIU � • DETAIL - EXTRUDED UR � W9 -', .•, STD. ae' MANHOLE RIsEAS _ a NU A _ , ; 4»MM. i-•-----3'-4-V2. .� IZ MAX.-i 12* ` 9-7/13' !NORMAL, PVMT ,r- • w � ' IL- r um • DRAIN S • e , '. • •,• - • ' .I.I q 71LE-WEEP I ., ° . 6'• CONCRETE a •11 D:gAIN AT ° I I W jp SUB-GRADEr II 6°' COMPACTED GRAVEL I r • POURED CONCRETE BASE ­5 SAC MIX , 2500 P.S.1. AT 26 DAYS . M 4N M OL E SECTI d N A-A SEC11ON S,,,a CONCRE"T TO BE 3000 PS.1. - 28 DAYS- 6 SACK MIXNO.. REVISION .- - By IMPROVEMENTS - S.W. 92nd -AVENUE eI-203 5 f�xII 5 STAWARO CATCH US 14AS DOTED T I GA R p, OREGON ��--- fW. FOR: TIGARD SCHOOL DISTRICT rM�P. OUGAS V r� 04 'v 13137 S.W. PACIFIC HIGHWAY T. H. 8. REFERENCE INFORMATION AND NOTES: / A5313 TIGARD, OREGON 97223 --------- /7RRaa� I 81 - 203 � Of ,�' �� THOMAS H. BURTON ENGINEERING & SURVEYING REV. DESCRIPTION SUET. APPR. DATE 302 T'II��IIrrd ftu ((503 63"116 PORTLAI�K?, OREGON 97223 REFER TO TRACING FOR LATEST REVISION 6P'?strut ,, .,No•. . , � I I I I I I I . . .. . I A ® C D E Fr G h1 �'•7 - _. - _._,_. --....,.. +Y� . „,,..v: �"S'x?NSI:Y'.'�'tl�..#V'1�.";.r.,Wp,,�.'"°::`i�l.'M{!I!"lMlg'.!9"C`ii::':..'�,'"•',`�".F'Mt�'.'A�`$�1g3. �. s�m,r'' �'1�,1!!°O!'°p""e�y°" _; ° � ! �111�1r11111rI1111r111�lII�II+II11�I111111111I111III111Ii1�11'�tillll � � rllltllfil�l 111111) �IIIIIIIIIIIIIIIIIII11111111111�111111111I11111111111I111111111I1111Et111I11111IlIlli1111illlli NOTE: IF THIS MICROFILMED -— — 2 3 4 5 6 7 — 8 9 I!0 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICF,"IT IS DUE TO TW QUALITY OF TIS ORIGINAL DRAWING. - - ---- — OE 62 92 L2 92 Sz 1z Ez zz Iz OIIz 61 BI it 91 al to, EI -71 II 01 _6 9 L 9 S to IE..• z I„••�' t►111111111111111fill 11III nI1e11111I1111111�111111111�111111<11111u1uu1nnllu►11IU11<Ir1N1111111111Ultllllllillil�illlllllllllHllllilllNf1411 1111111I1s111111111111111111111dill III nllnn�u1111uI�t111�11EIlIlIIIIIIIIIIIIIIIIIIEInILwlll�inuluu�lluElllllJ�ulElulnllllwhlE► MARCH 30 1992 -�- - CONSTRUCTION PLANS I _--� - --- ---_5 uw C �-°Ior InV J (i i-- ' FOR -- -)�T_To l E`E-m _J zl ,JI J W�+ W ' VEMENTS r QAL IMPRS. • 92nd AVENUE Qi --- '- ---- r;3A LC L is J O INTIGARD, OREGON Dug- TIGARD Q \ til 4 HIGH ap SCHOOL N �+ PHOJE-T AREA 1 i T to}.n lwl =J ����- N FINOL.4,Y I I G I 1 J orK- Ill I + - I Perk ul P __j!_— I \ 2� 7 F r- —i o it � EL�MAN I.N• I y �� it e II Y VICINITY MAP NoS[A�E CIRCULATION COPY ALL SPACES MUST BE ENDORSED PRIOR TO APPROVAL OF THESE PLANS iowfiLld womKo vaWT, DY •L` �r DATE lki.ANNIM3 UItGT, BY 13PILDIIH[A gI:RT, DY &k DAT- 4,7,-8�_.---_ ;:OWNTV h4t'•A6TM 0910T, (NY ___ D.-.TE.._ FITC; AQMIP4I0T7i.",TQR QY_..- D.1i _--- TIGA,N4. W,',TER MIST, 6 -r � DATE&/� "NI lRAls TE),.F Y_�� cL�CtI OAT!: IlIJ 4 A CiY __._ _. _ _ DATC ---- MAli+1Mk%. (XA2 _ .l.�1Q_ DATEAlf BY THOMAS H. BURTON FOR ENGINEERING a SURVEYING TIGARD SCHOOL DISTRICT 302 TIGARD PLAZA 13137 S.W. PACIFIC HIGHWAY TIGARD, OREGON 97223 TIGARD, OREGON 97223 G` •rfSNtC�N f. —. S'I . U?N . PERMIT NO. 137--81 ' 5 OF 7 _ . .. .. _R. y .... ...e,,...�. .,.,,,,....... .,c,w ua-....-.. Y ,y..,...�.• -.`�^�--�..__.: °�`.L+ ..- 1�I�t::e.:^�....:rw. s,+r..+ue�+•«�+nae� - . + tIII�IIIIIIIIIII111lilllil�l►�II�1�111111�111�111�11111I11111l Jill I111I111t11t1111111111) ,111�1111111�IIII111�11111111111�111�11lIIIfIi1i IIiIIl1111iIl11 T11If111i111i11 i11I11►1�lililt r _ ) e , � , NOTE: IF THIS MICROFILMED +' ""'+�^-- (_ 2 3 4-- 5 6 7 8 9 10 11 12 - DRAWING IS LESS CLEAR THAN THIS NOTICF;'IT IS DUE TO Pf QUALITY OF THE ORIGINAL DRAWING. — OE (tZ 9z a 9z Sz rz Ez zz Iz 0Z 6t 8: 11 91 SI bl EI ZI 11 01 6 9 1 9 sIr 1E--- z I��*' �eI111lulnnlunluulcuilulilun�ulllUnitt:Illttlltluluubeeelludnnlwulu�lla�l�tull11U�11Hllllllit!IInnI1n1111111111111111�1�11+t,titlltlll�tlllllllllllllllill�lt!11111!1111111111�111�1�Iltlunlultlnll�llllllllllllfl11�11Wlill;♦Illlllllllllllllll1I1111IIWIIIH � - MARCH 30 19 92. - _... ar....._.—._.w. - ,pPM:. yW,p,r�... .,..�...w�" :�Mr�::k s ...e... •wa:. �' .- T 1 y A R U NOTE' CONST, SIX A.G. SPLEN H I i H 5 G H 0 0 1 - 7 CONTROL. BEPH5 I t-1 - PARKINCa LOT AS �' q DIRECTED BY E N G I K(F-E- ? Ca Q0 P Plow ? LL o } y Xan a O _ROCK AND PAVE SIDEWALK _i ._ . -- Q Q W� q O� AREA 'ASPHALTIC CONIC.) 3 3: I p X 11+jw _ U o 12w U 1"a0 G W c� z �k9 C I, J► Q" C�R A D E ROCK A N D }_Ld " ' Q CONST. CONC EXTRUDED I a1 0 T E N N 15 C 0 U R T S Lnd] <L 03 �3 INSTALL. 8 ' 145` PAVE PARKING AREA �I CONST, COMMERCIAL rh M to Nw � > .4 WYE WITH 8° (SEE STREET 5ECTIO�I CURB (SEE DETAIL_ stf 2) + Q DRIVEWAY CUTOUT ; } f I��IVMe .Q r�:� �= ~ LLEANOUT TO SHEET 2 INSTALL 3+ I N LET G V) �' I C) 1"! v N0 CITY OF T!UARO STD. � •CY.T'GI�INLETS � - � d1 SURFACE C I STA 3+50 Q FQ + AQSANDON CONNECT ExT'G T'ENNI5i CTS. U GAS 61)4 GGNST. CONCRETE EXT'G, INLET M.H. INLET TO ; CAT'G 8TOP.M GNAW INSTALL INLET INSTALL INLET V) y. MANHOLE MA I CONNECT TO EXT' INLET REMOVE �XT'G � INSTALL. INLET 6' � � --8" )4450 ��YE STA• IZ+00 STA !4+5'4 �l REPLAC,: CURE! (� SIDEWALK E WALK 10"ST G TO SEAL EXT'G LIGHT \ A F.H.(EX1'Q) CONNECT TO 10 ST 8 INLET STA. 8+07 -- -- �• C-ONNECT EXT%q LIGHT (ExT'G) > LI \ CEXT' _ `� 5T, RAIN TO 12" EXT'G FENCE F.H. EXT'GT ,D A� ,NCj 14-84 REMOVE EXT'G ► CE>�' '1 3 DRIVEWAY ' x i� Gl - I _ r + �' t ( E' ` - I s A.G. BERM I ,tJ •N'(EXT'C,� I SIDEWALK 1 ARCA y 1 A 1 i ;�IDEWAL_I AREA % �' GRADE AND I I ,! EXT'G CURES y i „ T + - _ —� 10, : 5 I?.• G � ST A R E A 5T 12" � �: � ST 12 i2" °� � � i 1 ' - -- PARKIN �'I ti END CURB STS 14+/d4 PAYE TO MATCH M.H-1 "'ST — s ~ : ST M.H.2 12"v 3"x 5° YC M H 3 ExT'G, ST_ ST EXT'G 8' - - - ,. . -. -- -- - -- - - - - --- ---_ _ _. g.. w - - --- w - � , i END 5TORM SEWER EXT-G, PAVEMENT _._ -- — --- 0+00 -_ i A 14+84 O N I 2 ^-' y3 _ 4 S 7 8 q 10 II �� ,,,i 12 ►3 14 -*- �-- - ---�---- -� -+ ---- - --- - ----- --+--- - - - - -F---- - ___ -------}--- - ---t- - �- - ----I----_r --. _ -�- -�-_ -- '_ _ - ---�-__�_- ------_----�-----_--- - ----__- --L. _ �r INSIDE R,-V�/ O a° 1A/ --- 4 _ - G - --G --- -- �� - - G _ —__ _ DCBE 'Ct 'T _ G G 14*84.00 P.C. WW \� 'i `_`G __—_ _ 4- - - - - - - - - - - - - - - - - - - - - - -� �. �V . ---- - ---- G G --- \�-2-- d AVE , C.R. 2076 - - - - - =o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - b _ c _ _G _ _ __ — E EXT PAVEM �c s t / N m I I WIDEN EX-1 G PAVEMENT A Q Z 28.5 FT AS PER CITY OF I i �- -WIDEN EXT 'G PAVEMENT LLJ T' GA.RD STCS ;SEE STREET , r a a I N •�-CPL• ��L6 I-- 20 J W I 3.5 FT AS PER C I T'f OF - 1l000 C 5EC1ION SH 2) -----�--- > T I G A R D SID 5. (SEE � c I STP., 01-10 TO 5+37 Q f � J - I STREET SECTION SH. 2-) AS SIDE A.L_ _ � ,Q o I 3 STA 5+37 : O K +84 H N I ASPHALTIC CONC. = A.C. PAVEWT LIP ---------------\I ?I I -iiiiii—t—j- ____ -_I — NOTES NOTES - STREET ,V IMPROVEMENTS I [] I �' FACt OF cURa „� 1 . NO ITEM OR PHASE OF WOP .,ALL BE CONSIDFRFD COMPLETE UNTIL EXTRUDED CURE ACCEPTED BY THE OWNER AND THE ENGINEER. 2. ALL TRENCH BACKFILL MATERIAL AND MET!i00S SHALL uE IN CON- DRIVEWAY ON- DRIVEWAY D E TA IL FORMANCE WITH THE STANDARDS. NO SCALE 3. ALL PERMIT AND LICENSES NECESSARY TOR THE PROSECUTION R.ND THE All work shall conform with the plans and specifications. COMPLETION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE PLAN A' t C c p� � D �`/ � General Conditions, Special Provisions, and Specifications are CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. f1 N V 1 S. ` • -1 Y as detailed in "Standard Specifications for Public Works Construction" 4. BEFORE COMMENCING CONSTRUCTION, THE CONTRAC7R SHALL NOTIFY SCALE : 1 " = 50' by the Oregon Chapter of American Public Works Association and ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND FA;.ILI- the City of Tigard Public Works Standards and shall apply as though TIES IN THE PROJECT AREA SO THAT SAID FACILITIES MAY BE ACLURATE'-Y bound herewith with exceptions as herein noted. In case of con- '.00.ATED, I .E. , ELECTRIC, GAS, TELEPHO14E, WATER, STORM AND SAN. TARY flict between standards , the City standards shall take precedence. SfWER. «.«.........«...««._»_.... ....._.- ..._._.-.. .»..........«.................... .................. 5. STORM DRAIN PIPE : CONCRETE SHALL BE MORTAR JOINT OR RUBBER I I ! JOINT CONCRETE CULVERT- PIPE CONFORMING TO ASTM C-14, CLASS 2, M[TAL SHALL BE ALUMINIUM CONFORMING TO AASHTO M-196, M-197, M-211 , f + AND M-219. 6. PIPE BEDDING SHALL BE CLASS "B" FOR CONCRETE PIPE, METAL PIPE SHALL HAVE CLASS "B" IN RIGHT-OF-WAYS AND CLASS "C" IN EASEMENTS. i ; co 7. TRENCH BACKFILL SHALL BE COMPACTED CRUSHED ROCK IN STREET RIGHT- ........... .... .. .. ... .... . __.I. .. ..._._..... :.. .... ..... .. .. ... ;.... ......... .. ... .._ CD rz OF-WAYS, CLEAN NATIVE MATERIAL SHALL BE USED IN EASEMENTS, 1 Il v 8. PIPE ZONE MATERIAL SHALL BE SELECT IMPORTED GRANULAR. co 0 ILL W TWO 200 20C3 _.............. .......... . I........... ... -- W � rrJ *roP EXT'G CURB X m W cU _ . . . ; . . - - 195 5 ,....«...... I I --rD Ill CO W : : : : : : m . . . : : ' : : : : I : : . '. : I : . . : : : : . ' I -----�� �- FG, 0 EXTRUDED CURB LINE a _ NO 19: I ............................. . ; .................... «. _ -- -_ _ - : : : : I'. : : i . UTILITY LOCATIONS 1J= l r r� cIIA-0. _ U j I I - 0•s6 W .�_7 AND ELE`JATION TO _ ' - - _ �� —� EXT'G Av -MENT �D 3i1NE Q : : : : i : : : . . : : E VER1 = 1E0 IN �- L� 49 I _ E T'G RD, in : : i . : ' : : : : I . . : : I . . . ' . . . . . . . : : . : : + 90 I ^TS F, E L_D 0-s 2' GURB LINO `v � Inl � a =W 18 CJ »...........................................;.................... Cf ..............»...................................... .,............................... ..................................i............................. T. -_._ _ • © _ �_� / T O N L 5 �.. , . . . . . . . , ..4... ...I... cos M _ --___ i +'a 187, D + HIX 0�m� I { . j : { : : : : : I CONST. 4101 x !o" 8t0O 1z ' s;5 - �- W 180 W �' , C C. 5. P, CONST, MN 2- C:) - - _ _- ---, >I_ w 2 OI O { . i : : . 1 . . . . . I ` 182, 73 OUT _ l�i1l�, CONST, `+oo' ST-5 PROFILE : S. Vd. 2nd AVE . CONST, M H 1 l 5 : .i... f..: :..............;...i.......................... .... .`..:.............,.....:..........., .�. .............. . ...�........................ ....:.......... .i. ,........ .. ......... ' ... I,E, 178101 CONST, 2 8 4' CC x 12. 17J . . : ; I . . . : I 11 I2 13 " 4 . . i 1 : . . . . I l ! CONST, TO DAYLIGHT i . . . . ; I � } . . . . . .'. . . . . . . . ; . ; . . . ; I . . . . . . . . ' . . , . , I . . . ; . ; i . . . - . . i . . . . . ! -��. --- .._. --- ' I. E, 173,74 I T I� . ; - I 81 203 I .. .... .. ....._. ....«.... .... ... . . . . ............ ..............�..._. ... ... . ............. . . . ....0... ..... _.. .. .. . ...- ..... .. $ I 0 __ _ t- i C T P. v u C A 8 ................. ......... ....»...»... ».......... ........ ............................».».......» 7. IMPROVEMENTS - S W 92 d AVENUE , oR. TIGARD 5DR00L DISTRICT TV - -- - . . . . . �. . . . . . . .,........»....«...;..,»... .�.. .......:......»..........».. ..»...............,....«..,... .............,..,».,.. .... ' ....., . .................. .............. ..... IMP f1 '�' � - 13�3 7 S.W. PACIFIC H I G N W A Y nN ASNO T. H. B. I GiN� DATI .__`. TIGARD, OREGON 97223 : . : : . _-_ a� �'4 Ti GARD, OREGON lo- I�- . . _ _ 05373 _ i + I { CA E , 8 . . . . . : : : : : : : : I : : . . : : : : j : f : : jfj : 1 111 =:5 0' H O R 7_ I I I" 5 VERT, ) ` ��``` � I 203 »....» ........».»....». ........... ».... ........ �..»....� . ...»...,. ....................... .�........................... .......»»»...�.....».... »......�..»»...»..... ««».........»..« «..........�..........««.. W..»...»».....»......... ..«««.�......«.... » � » «. .«� » ........., THOMAS H-. BURTON . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . "� . 1.» t. ___ __ _ . E •n ��' �' NGINEEi�ING & SURVEYING . . . . ' : : : : . . . ' . : ' : I ' . : : : . ' ( SMAS H. 8� i _+ �_ —�__ 302 Tigard Plaza ('5031) 639.6116 . . . . . . . . . . . PORTLAND. OREGON 97223 : . . . : . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . IT 10-27-81 TO CITY OF TIGARO 5TD5: _�P. D. of Z a�Ts DATE REVISION �r �. 01, ' I t l l i l l t l l 1 t I'`' + 1 1 1 1 ( 1 I I I I I I I 1 1 I (�Ii(IIr�III�III�III�11 ,111►�Ililil�it� ltlt�lllllllltlt,111�rllltl:lllllrlrlllrl�l�lrlrltlt� lllllllillllllllt►Ir�lllll 1 1 3 4 5 6 7 8 9 TIO I�I 12 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN ----"' TFIIS NOTICi;-'.' 15 DUE TO THF QUALITY OF THE ORIGINAL ,...-DRAWING. _ - -- -- -------- OE 62 82 t2 92 SZ tit E2 22 12 02 61 131 L I 91 S I t,l E 1 21 11 01 6 A L S S b E Z I"•l'" 1t111111Ill Ill loll iifI1111111r111I1IU11111IIIIIIJIIIIIIIIi11111Urr11�NllluluulolUillllllllli1111�111(�I1111111Jill lilrill lurlullllu{liillilll It+lltu��llnlnlrllnrluu�uulnululllnullull►Ill�lll�lllllurhullllnlunluullwlllDlliullul�llull111YIlIII►Iltllall�w�lttl MARCS 0 19 (0.) 2 +,�• --------- _---_- —-----^�+.....-.�-..,....Ilea-- -•..+�.�..... -- --•.....-•r---•....•....n.r�---�.�-----.--- ____fir'•--- -.. _ ,�,._ A 6 c U E F G H I I I$' 15' X88888088 88 3. 3' 3. 313'''"'111111 i / , i IMONO OIFtEGT1P14AL CRYSTAL -- W N ITE BUTTONS yP� BAR 'ool, `�� �r,y� J1�P 8"SBA L WHIT' CE a i Ek T •u CURB - , c Ll RB z N I PARALLEL PARi� ; NG AREA mNN 4'YELLO`N N\x X • • • • • 4 Why I'TE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I � ! still t is t : t : : J ! tii is i i i l tttiitS r t ! S t •t t t i t t1f 2 f t f iS ! fi t ttttftttti — _ + ^_ o ___ -- '� — 480' OF PAVEMENT - - 15' I N IL - � I --if ® ooo o el o o o o ® o o o o e o -� 1, 3� oaoo ® oo! o ® o STRIPING PLAN FENE L----ti'L'__br." BU-'TONS RIE DIRECTIONAL.R ECTCR(ZED S I LSE WALK' , - --- S S DEWALK NOTES LOW AREA / _-__. .._��AR OVF_RHANCa —T _- __.____-_ . I, EXPANSION JOINT• MAX I 2 - MARKER SPAC.I NCa — 40 FT, 55 2 1 2. CONC. BREAKING, STRE:kJr Tta ° vRIB To BE 3000 P.s ! 45 �1c),C AFTER 28 UAYS CONST L I M I T S------ -- — ' 19 1O,- - E (STING EXT'u FENCE� -- � CUZt3 MATO_N Yi,Fr 'G PAS!E M'? 1 I' SIDEWALK ,34CONCRETE" BUTTON , " RETE - � 1 ) \--EXISTING CURB Z« CLASS B" AC- , r-- -+.� • • • • • 414"-0 CRUSHED ROCK -1 2" Cf Y411-0 `#!(.'SHED ROCK s_EV r I..I COURSE NG SPOCK.- - 8" L7 F" Z -C� G IES t),N E 1~% t AS REQU : R E D �6 EIARS 2" O.C. PAR K I N G D ETA I L I cRoovEa I1�IVEP.T T� - DIRECTION OF FLOW WROUGHT IRON OR WELCED ' FRAME AND GRATE-:3EE n1(� II� ! I &W, qZ nc AVE, SECTION- & & 1 DETAIL - ' 15 amRs_V2� III I ' �„•� . I s I �/ ------- --- flat b= ` A � I' II - ' -- _ 15E F'kIVA.Tk �-�(' _ _.._ 3 - uu � f�,n 1►,t►JYA t Iv kt� � v/ REVERSE 8i%ZlI -B-I/2 ---- WIRE EMNTION •, - � GUTTER UNE " I. c UR a SHALL BE MAcH I N E ;hler+l5 __�__-. _-_-_---2 -- 30' mu. PIPE 3/4 rr � — �I F_xTFUDED , I w+ PARKING SIZE 19" -- - -- - 35' A fiE A .5 3/4 Tc) 3F 3,000 P, I , AFTR a8AGXT ; FENCE - 7' a" WWfTE r'.X PA N 75 I O N JOINT EVERY DTRUDIZ0 COIJC, 5U y� MATCH EVT'G. TANT?A111Gi AAANIiOLE t2)-2-V2'�2-I/2"'sbmoq - T CURD S 9 ��>`'C��aHA!_r_ EiF_ BONDED GROUT 1. l__ --- - 2 'i A`� f N A!_T, --- " FRAME 6 GdVER - - - F1Nts" PLAN VIEW — I / 2 CLASS B' A.0 GRADE�- - _ __ _ -- - -- 4' CONCRETE 0cTENS1O11I MING T• F PO X�' ESO N p � � N FCRUSHED ICC7C K INSTIILL AS REOUIRED TO BRING I SIDEWALK AREA 2 CLASS E3 A.0 Z O •V MAN"OLE COVER S TO yq' �+- 3/4' - , \ ' - '•' DESIGN GRADE -•wAac. 3 RINGS ------- _-._. \ Z"CLA55 "C• A•C � �--- 4" OF �/�.'_C� GRIISNED RACK �-- �M 4F 2 "-4 CI�USEa RDCK • -=�• OR 12INAX. �4''-O CRUSEIE D ROCK • STD. FLAT TOP SLAG —� 1 LE V E L I K G COURSE • s 'X � r0 �e' ' A - INT MATiE"RtAL OR -��;, as R�.c�u I ��.�> STA, 5+3-7 T� 14 +-'%4- 48 4 a�4 •' R M NEK JO �•' . SECTION EQUAL—ALT. ilIOUT SECTION wY E a _ EXUDCUR x_ •'• 1 a STD. 46MAN"OLE RISA L F NO SCALE I0 -44/2" WC) 4"MM . 2' - 9-7/8 NORMAL PVMT S 12rmAx4 M 9 6 1"/1t, g1„OPE r ' a_s.—_-. ) ►, .,. p- 4 xl DRAIN I , •, 1 .n .. TILE-WEEP • I DRAIN AT I W x �. G" CONCRETE SUB-GRADE Aim6" COMPACTED GRAVEL •• '"�Q ` 11"ED CONCRETE BASE -5 SAC MIX , 2500 P.S.I. - ` ___i__� k W. • AT 2S DAYS f1A AN H OL C SECTION A-A SECTION b*• ___ . C,ONCRE'E TIJ BE 3000 P.S.1. - 26 DAYS- 19 SACK MIX S IMPROVEMENTS - S.W. 92nd AVENUE 8t=203 sTANoea a�o CATCH se N ._ ._.- 5 TI GARDE OREGON As_NOTED �ryan:M!•.. ���� f-Hu��� f � `�: t; FOR TI CARO SCHOOL DISTRICT P. DUGAS � �" � !• 13137 S.W. - HIGHWAY �"��'' — REFERENCE INFORMATION AND NOTES: v 05373 - T IGARD, OREGON 97223 _ T. H. B. • x..•r - "�0 81 - 203 TWMAS H. BURTON ENGINEERING & SURVEYING REV, DESCRIPTION SUB. APPR. DATE 302 T'Ig;sfd PWn SOA) PAW4216 PURTLANU. OW" 93223 2 or 2 skis REFER TC' TRACING FOR LATEST REVISION _ _ A B c 0 E F O H I OF 7 ��' .ems ..,,•:• ,: I i ' ` _ P I 1 1 1 1 1 1 Lei •1 11 ► I 1 '1 11 i I •t I I I r' 11 I wtw�•��1 "'i"....i TIP 11 I 1 I ( ( I 1 I 111 1 1 1 T)1 1 1I Ii I r I I 1 1 1 111 t l l l l l 1 1 1 tl1 1111 1 1 1 1 1 >r 1 1 1 11� r � 1 � � i � I � I � i I i � I I i I .I S I I I I I ► ��:,, , ,,� . ,.... .. ,. -_ _ - ! ' NOTE: IF THIS MICROFILMED ... I— 2_.�-...._.�..._. ,.. 4 5 6 7 fr' 9 --.--- ' DRAWING IS LESS CLEAR TITAN THIS NOT ICli 'IT IS DUE TO jHE QUALITY OF THE ORIGINAL DRAWING. --------- - OE 62 92 a 92 S2 ►{{2 EZ 22 12 OIIE of - of LI 91 S 1 111,1 E I 21 11 01 6 9 L 9 s 10 ..1. IE... 2 II'".�.•'" It11I111111111I111111N1�111111111�111111111�111111111I11NI11111111t11tH�1f1111tItI111111111�11!IIIIIINI�f11111111,fpl�f�{IIIIIINIII;II illll��tl{IIIII!IIIIIIIIIItt�II11IIII�1111III11I1111I1111116fI1W�pII11111111111111111111111111W11111181.UllllJlllll1111�I11l1111111111111111N 4 MARCH 30 19 9 '2 ks-