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G' rrGt-1T'tr-.iG> QR�A�WN BY .► h'1 Int[_-- I� > .•t-, ,,�.rLt�. .,�� I r°-• -,�I r_• , 1 I �•-, I�.> � � l�A� I tJ�a .A�.(�►h CHECKED BY: 4 :v REVISIONS: t'+�/A IL,��L� ��IJ M I✓ L��/A IJ N� ����1� - -.— _ �_ _ ?�21�av .J A -C �`G I ...,r,,w�..r`,r. ! ��• (LI�� �.�, I �--� p,�.rLJ�1 {li I l �;. "•.��-��J I �� v� � A�� I.•r���.�.�r�� � . '�+,�.�r Sr ���pC.'�� I��. �''� {-�..�L�"I[., �I li . I 1 --- GO h•.I G . i h•.l I I 1� THEM[0"Aww"AIL![r"a Of U • I �I �� i MAGK[N2NF:MAITO A A��OC PO +a•"A ANO ARE"OT TOR�f'114000" ���•..� I1 � , J���i • �•�►.••�{ L.A/IyL..�F/1 w ��vl,y r IN ANY MA[/N//1, t11C1;►'T wtf" elm •, A L14. 1-/i- <.:�f`' C,� � � Li I I•� Printed --:-�---_ � ' ` T/�•i I•J�t;,7. ✓�I hJ C.`'�� r !� �r�lal..l ��-T F4.mT,�.l r--j�� I �,I T(' /�*.t j ' `�' :_J,�.`;"�• -� ,•,�..:.� I. .�► t' .••,, -�•, , ;M." f"'' PEI $ 7 1960 •� MACKENZIE ENGINEERING ,�►• INCORPORATED ! .,_.1 T T NU --.._. - ! --- - -- CSF ZI 1 • 1 . • .a ' � ..q .. r'!A'4r,.•- .L+I:•�.'��'�1��'7[•.• •. .... ��. .:,!S. - -'�-1.A' 7llluc..*. - �,. �:"`�`�'..lv�7O"'.�.?►. ::dP'TA.IS +.:• . . . � ... �*' ,r ..aw:� ev . r•r •'"v'�Y,!.jF. �! I'tII11111tI�ItIIII'I'IIIIItI1t111t�11I11111I1111111I11111111j1111 111'1111111111) 111111111111111I1111t1II111111►11111111I111IIIIIIIl1111IlIll11lll11llIl1IIIIItIlIl111111I111IlIlllllllll r +1 t � _ 2 3 4 5 6 7 s 9 t0 I I 12 NOTE: 1F THIS MICROFILMED - - DRAWING IS LESS CLEAR THAN '-� THIS NOT ICE;-IT 15 DILE TO TFE QUALITY OF THE ORIGINAL. DRAWING. - --- -- - - ----- AE 6? ez cz az sz ez Ez zz Iz 0z 61 e1 Ll 91 21 101 c a II 01 6 a c a s b IE z I316e,. 11011111loll 111IIIIII II IIIIIIIII11111IIll�lllllllllllllllll1111111111lllllil111111Itillluultullunlu(111111III 11111'1I111111IIII III1I11III 1IIi4*im4# 1#IIIIII111111111111111111111111111111111111I1iujil 1 It 111 unllulllllllllllllWh IdmijIIIIII ilm,Il111I111111whiH MARCH 30 1992 r lJ 04 m 2 f'A 0 WW Z °r Z • GI C�kA`rE Hut. 'J'DE D. i. 1�'Vr: LU W �- cr 2� W F- 1 WON ` I _ Wo m W 0 4� cc JC U0 a W .--- E,x 1���<� PAVE.M��•!r l�C.'.=y� Wca cc ICoS.'11 ICoy.?�1 � No �j':, YvELGFD �.ON�.�T vE� TO06,1-T �_:M►JL,51ON I �at�S.RP1E:�EsS11'-pLtEI�cx_I��'. c .'�-;---c•-- E 'L MIN �OF I'-G , CF _ ooOUr � m ---- . .- - S�1 RZ;T -TL 'o `T' lu LZ ~� �JFtL L L-�c Y P _j N1 ���rJr T/6. %::z1 -- +.r-�Ir.��.Y. 'c� 1 1 INV EL. 60rn,16.1 L , �i�.. I7Y7 _ _.. -- - )� 'aT�(g - _ mow• t4 Pit TA r�l EX p t' 't C. I r� ,... K i5 U � E f�.� N '1��. _ ,g ?1 't r �.I ,I'-I I I�`n L.44— f II L — - - - G �t rte. EL�V. IC�52� - rJ�.L..1T .v .pa G1 T-r aF ; C _? z - --- i..j, �%A\/;��� A5 � 1 r C�A.Y ���+-; ;*To�t-1D�:►-J 1' _ I _ f + i' Lf u — �., rd +ice; �hhEs Gk � �// •Q' J u ` ^� l-A K "W � I I.JNpE (:Llf2otJp r.�r-� � I► . 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PERMIT � ___..._.__._..__._.._- J08 NO: N 0. �. 1 �` � _ MACKEh. .1: CNCINEERI , hill I . ••` ..,.-••.,�..... e.....,� .i 'T _ r5,1�- -1 ..r..0.+•a..W._ _ .,wY�.Y.1.+L.4.•+www.+..r... '.1 `�r.:. ../ 1''..*�;2 1 1 �� 1 1 1 1 1 1 1 1 1 1 • / 1 1 1 1 1 �I 1 1 1 1 ( 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I . "� 'f � � lllf � li � 1 � � � + l + f � l + � lIIItI � f � f llrlll � Ill �TIIIi � 111fIII � lI1 � 1I111I1 � � II1fIIlllllf � lll � l =.. w 2 3 4 5 6 8 9 l NOTE: I F THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTIrli-IT IS DUE TO YHF QUALITY OF THF ORIGINAL DRAWING. -- -- ----- -- of 82 yz Lz 9z sz ez E? 2,7Iz uz 6! 81 L1 91 of 1►I EI 7I 11 of _6 9 L 9 s a E Z 101•"" - 1�111uNINNIlN111N1111111111JNNI1NgnII11lllflllllllllllllllllll�uulNI1�H1111�NltuIl1II111f�i�11I111,I11i1►111IIl11111fanlullflf11�11111II11IIIIII{1111f111111i11f1n111n111ur111111II111N11NNlIIIIflII111W�Wltllll�llll�lll�l�uulnl111n11lwlnH MARCH 30 19 92 FILE 140. 111'?C SHADY LANE — 9780 :TR. OPN. PERRTT r+d'' II I � _� � Arai r—.._..-. — .. "-r•.�.ra. .....r.iWM'a..rr..r..rw.r ar Yw..r wyy.r w.i�.�.yr.W.... CITY OF TIGARD—W420 S.W.MAIN TIGAUD,OREGON 97223 RECEIPT DATE:__. 3 SCGAMOUNT:$ I � . C) -- - .��'"���� !�- ,,•c` t-�:`. .T 1 ry S_� ,���• � u ic.- _�—..:DOLLARS NAME: ADDRESS: �I S~� O r i J_„r_c r�S �/ L (CHECK f)__ +; �I722 M.O.: - 1 �I OF t i. FOR: ACCT. ♦ PERMITS _SURCHARGE AMOUNT SEWER BILLINGS 40-364 $ BUSINESS LICENSE 05-331 PLUMBING PERMIT 05-332 MECHANICAL PERMIT 05-332 BUILDING PERMIT 05333 SEWER CONNECTICN 40-363 SEWER INSPECTION 40-365 SYSTEM DEV. CHARGF .25-366 PARK DEV. CHARGE #1 30-367 PARK DEV.CHARGE #2 30-368 ZONING ADJUSTMENTS 05-362 TOTALS � ; S�� �` .U o RECEIVED BY- PERMIT NUMBERS ASSIGNED: Number Amount Numiw _Amount Number Amount - - S — ATI - Nicol" 0 15 5 APPLICATION -- STREET IMPRC -MENT/EXCAVATION COPY TO: I'IEIORDINA.—E NO 74-14 `WIIBLUE)LUE) -I FILE INSP, (INSTRUCTIG)N5- CSN SEPARAI E SHEETI [] (FELLOW) -OTHER AGENCY (PINK) APPLICANT APPROVED APPLICATION NO.: NOT APPROVED EJ CITY OF TIGARD, OREGON F'EE AMT.: S PENDING FEE. PMT. ❑ CITY HALL RECEIP' NO.: PENDING SECIJRI'rY ❑ PUBL IC WORKS DEPA R TMEN T BY DATE_az�_� 1 PENDING AGENCY "OK" ❑ Application and Progress Record MAINTENANCE BOND +k PENDING INFORMATION ❑ FOR STHLET IMPROVEMENT/EXCAVATION AS RCUUIHED u — ANNUAL PENDING VARIANCE I1 _-- EXPIRATION PERMIT NO. �_�_t3 , DATE ISSUED: -_.L9L , BY: (1 ) APPLICATION IS HEREBY MADE TO EXCAVATE FOR ACD INSTALL � _V lI�lC�; C �P!b�_____ DESCRIBED HEREIN, IN FULL. ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT ['S_: EZ _E�(G CITU PHONE CONTRACTOR �,-�,�j 1� ;t.�, — ADDRESS - --- CITY if PHONE PLANS3Y ,Z - L_ ADUR S_y5,y%/•� 1 �yCROFT "Oil'. C If�t 1� ST' PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST). 91 l 2��GU. (�C� 22'4�q —S 7� _ DOLLARS -� - - ..W�.-�_.�. --- FOR OFFICE USE: ❑MIN. (l..) EXCAVATION DATA: _ o.ozxs_ �._—_=i Zig• STREET DESCRIPTION _ PF'OGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MA',ERIC INSTALLED ITEM DATE REMARKS/TYPE BY _TYPE LENGTH WIDTH DEPTH :tE�1 ti �7UANT1'1'Y STREET —' OPENED INSPEC- _-� R 7 I O N -- _ U ESTIMATED STREET OPENING DATE: __ E T -- ESTIMATED STREET CLOSING DATE —__� _ � _ E D STREET (3) SECURITY NO. ------ SECURITY AMT,: $ JP�S?C�• CLOSE SURETY CO.: ZAP _ FINAL CE_RTIFIED_C_HECK ❑ _CASH ❑ 17rni, INSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS: FEATURES: EXCAVATION LOCATION AND EXTENT. -�- I I • 1 � r � �1F \xIl— ` i 1 I I 1 (S) NOTE• THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICAN-S TO CONDUCT WORK WHERE. RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY :.'VD EMPLOYEES AGAINST A. INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. J APPLICANTS SIGNATU*! •— DATE a -ZB- �jHpjrM)N11ia4"4 5_6 v Deot icc�r ate. c �r .--_.I24SD I W MAIN pa KM M" TOW 041"97"3 MACKENZIE ENGINEERI'r-' INC. 0690 SW Bancroft Sc PORTLAND, OR 97201 DATE JOe NO (503) 224 9560 ATTENTF�b, 2 7 , 19 81__L_7 9 3 8 2 iOr" Glenr Norton TO Glenn Norton to Deliver to RE B 6 B D^velopment City of Tigard - Public Works Dept. ATTENTION : John Hagman - --- — — ---------- GENTLEMEN: --- --- - - --WE ARE SENDING YOU XX Attached i Under separate cover via_--- _the following items: Shop drawings Prints Plans [I Samples ❑ Specifications f J Copy of letter Change order COPIES DATE N0 DESCRIPTION Sets of drawings and application for 1/2 street improvement. Set calculations. THESE ARE TRANSMITTED as checked below: XX For approval C] Approved as submitted ❑ Resuhrnit------ copies for approval For your use ❑ Approved as noted ❑ Submit-----copies for distribution As requested ❑ Returned for corrections ❑ Return __-___corrected prints U For review and comment ❑ FOR BIDS DUE 19 _ ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS—_ Pick up by Glenn Norto: COPY TO SIGN ED:___j,,h1, Annand/tmc FORM 710-3 Available from rNE'1tAJInc.Groton.Mass oUtiO It enclosures are not as noted, kindly notify us of once. MACKENZIE/SAITO 8- NSSOCIATES, P.C. MEMORANDUM DATE: ._ `�� �c' SUBJECT: L,, �_�' 1 C_.. �. -- `-� 1-1/��•� L._.-`•tv Fes. TO: I<..I-A (%'4 H/1 "'1 r-1 A: �r-4 (�U l'a L.t C_ V--J c, 12. V<, V7-> L U i--%,-r t iv r Vz � ff is� T i i i 0690 9 W. BANCROFT STRFET • PORI I ANL), (-)P GON 97201 • PHONE 503 224 9570 PERFORMANCE BOND FEB 19 RECO fond No. C SCR 63532$5 The premium for this; bond is $ payable in advance and subject to adjuat- IIREMAN'!FDNC INSURANCE COMPANY ment at current 0 maRU01 rates. THE AMf RICAN INSURANCE COMPANY J NATIONAL SURETY CORPORATION ASsOCIATEC INDEMNITY CORPORATION nY, mm Y rWto AMERICAN AUTOMOBILE INSURANCE COMPANY MURME C01411IIAxW55 KNOW ALL MEN BY THESE PRESENTS: That we, B & B Development, a Partnership consisting of John R. Baunach & Dennis G. Baunach as Principal, and . ixjpman r s Fund Insurance CO_Lnp?, , a corp ration organized under the laws of the State of Cad If QlUdA and duty authorized under the laws of the State of 91eeaon__to become sole surety on bonds and under. taking, an Surety, are held and firmly bound unto City of Tigard, P. O. Box 23397 , Tigard, Oregon, 97223 as Obligee in the full and just sum of Ten 'Thousand, nine hundred--------•---------------------------- Dollars, ($ 10 , 900 - 00 ), lawful money of the United Stales of America, to be paid to the said Obligee, successors or assigns; for vhich payment, wet: and truly to be made, we bind ourselves, our heirs, executors, successors, administrators and assigns, jointly and severally, firr*.:y by (hese presents The Conditio.l of the above obligation is such that whereas the said Principal has entered into a contract of even date herewith with the said Obl,gee to do and perform the following work, to-wit: "Half street improvement" for curbs and blacktop. Location: Shady Lane, Tax Lot #201, Map 1, South 1; 35 B, Tigard, Oregon; as is more specifically set forth in said contract, to which contract reference is hereby made; Now therefore, if the said Principal shall well and truly do the said work, and fulfill each and every of the covenants, conditions and requirements of the said contract in accordance with the plans and specifications, then the above obligation to be void, otherwise to remain in full force and virtue. No right of action shall accrue under this bond to or for the use of any person other than the Obligee named herein Sealed with our seals and dated this 15thday of February 1980 B & B ,Develop ept, a Partnership econsitin, ohn R. Baunach & yby cipal s FundInsurance Company _ 360039 5-85 M. M. Gill , Jr -� -�At—to rney-ie•fa=t -- MACRENtIE EINIpEERINi INCORPORATED CMKO •Y DATIt _ CONSULTING /f—NG,NEE�jR,SJJ SM[[TNO �.{,{�.� oo, r �MKD. •r` OAT[ EMOIMEERN IMCOMIATIO ._ JOO#�_,,.��1 � �_ � DCONSULTING r-,4G•Mt[T NO _.Z-7 �01 _ eog / AREA �6M3 02 fin'~-- SIrE 81A � G"c err-� G� 4,496 ~ G/c(l t;�; .s C w/w iS I ir. ' I ��•C' 11ST -- - ' /G 2 . RD {4 � 2. /SSS' CuRd 1 t[ /62 .. � Wt/R Prinkedoe ie ol If, Pra 8 7 i.gpr - M CKENZIF ENGINURV INCORPORATED /---t 3 ry_ 'y! __. DAT[ �'s Lit Yl D P:ti C-.Y 7` E.ENiN1EEipli NICOA►OAATEC �. /,_= CNKD Sv DATE CONSULTING ENGINE�S JOE�. ��..i �y. k ,1TQA,+l DR,4/4d y 6 E SHEET NO _ _or-;v L._. 0 It . 3 (. 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W GI/V ,),f ✓FAePEO r4opi'S' Taw.4 A IJ ASN C'A d Fj< I 4,J1[L �,O V 7 r NNL" To Z%,R ,4 r.V TV� 4_00 AS/f CResrK 4fT'Or'n -De /It`D7- rr y G/�cc � o T E Cl m.✓r,o r � jr O SIrC AF FA 76 'B E" or" yrca/CEO �� ��� : , G � �+c/.dse LAtioSC.fPFa ARTA -kj. = f� ,,�. A/o T Nk W Ut'vk c u ivt".�, = 'r.7 if c zE O t-TI Ot-vas. ("Pora tr• .* "SF R A/-V C.+« /C a R C e"M' a,& PoR rL4,v,0 Sa� aT/v/✓ DFTEi?M Nit lc ,a.,p 7 C/It"¢I'Aw - r/.t� c.INTF � �PSU.wiiCc= F/VGR, t�Gf .�'///' ASSai►gi�.7 �r = ov 7 r) Prlfttld Eris fC`o�vv � S rR s r0,9�-.j """ME ENGINEERING _ _. -_ _ INCORPORATED 'too 411 (bi ;204 f t y�yl ONf11t111� • U f 7 N 5` 1 y`j . i PRE-MOULDED EXPANSION PROPERTY LiNE JOINT FILL XP OINT---" APRON SLOPE 2, ;2' x FACE Oc CURB APRON SLOPE 7 0.0729 -T- 4 DIMENSIONS(ft)"X A SECTION A-A A A Q. 26 [ 28 1 30 NOTE .- CONCRETE SHALL HAVE A SCALE' NONE E CITY OF TIGARD D RW. BY R.L.T. MIN. BREAKING STRENGTH OF 3000 P S.I. AFTE13 28 DAYS. DATE 10-18-73 STANDARDS ARRVD COMMERCIAL DRIVEWAY REV. 'DRAWING NO. !0 - 15-73 WNo REV. 71- A 7 h 0 Ln © TRANSVERSE EXPANSION JOINTS 3 > a X jr a. 1 TO BE PROVIDED AT EACH POINT OF TANGENCY OF THE CURB a AT OTHER (x LOC,P.TIONS AS REQUIRED TO LIMIT THE SPACING TO A MAXIMUM OF 20 FT c U 2 MATERIAL TO BE PRE- MOLDED NON- caa EXTRUDED MATERIAL WITH A MINIMUM r n THICKNESS OF 1/2" . < Q 00 TRANSVERSE CONTRACTION JOINT a I SPACING TO BE NOT MORE THAN 10 FT Q 2 DEPTH OF THE JOINT SHALL BE AT u �-- LEAST ONE FOURTH OF THE CROSS - (f� SECTIONAL AREA `0 CONCRETE BREAKING STRENGTH I TO BE 3000 P S I AFTER 28 DAYS . N N _j Ld G"__ 3/4"r \ EDGE In 4 ' •d' •°e.• A a. D. fit! T0 4 4 ' .e • 4 Qaa� 4 4 . 4 O ° A. t . 4 cJ40 " e . v. ' 'a OnU40 D 4 . ' Q •.,d' - _ 9••- -