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DENNEY'S SEWER SANITARY SEWER —/N5'TALL A� d '�' 1` Q' / � d'� f►� � .�Esr��,•P�/vT •Qs� ori-�.�s � �y1/p0 A-0 at 80 A Q / �� \. ,e` • �`� ��oo- \�^,�� Z �' —sem ✓n � P� \ � \ ince ' ( - \��- cam- •�" -;zLLj Irl _ pV e ti \� _ P �I E � 01 y� AX 4P- o 0 1,P \ � Z E T j ` - oLj to CL w 07 00 v' ° ° Vii✓ /.Z~ E/�E".f�l>"�r'E'E�' �EE' r�O/.Q ,� • \ �i"�` ��/'� ` \� \ \ ._r FENCE"• � t �. � � 8 _a C -- �I.�� //� , /Z' STG`Yl� � O/.l✓. ,�ER�. ., L 'r ♦ �04YE�p .�OGEI�OQ 9 I� 60R ��' e a �l•.z''"�9 ' I C� �V,< L/NE¢"x.1071 %NG S.qN%T,9.Q� �E`1/E id/f C7i✓O/iili4f,' G'UUiv%Y II/��N Give .s V1 P7 ioC � 'X.oO C> EXL'.Qfi�T/ Ei0 T OF' - 77- i - - - i - - ill r - .1kill K% NOTE: $ E+ SE. B E A R I NG DATA smrr.�Cc^ �.rcJEn o.,/r.o Q! aa✓ ,Lvf� C q. v �� _ } - - - -_ "- --� - -rt-=- ALIGNMENT AND DISTANCES USED ARE FROM /4 roc E ivw „moo m - - - t MULTNOMQH COUNTY fIELO SURVEY S.r-.3/, _ _ _� _ N ELD 0K - - - _t . . r ,_ --r-. . 1 __ , �.l _ �,� __ BOOK" /D? � PAGESWIN slim 1 11 1 . _ OF THE PL_AT OF _ R O RE 0 K PAGE G EC D IN BOU P E 11 - 1- - OF THE DEEDS ------ RECORDED --_ , IN BOOK PAGE i uj a to per ui w S — > � ain � _ , - - + - - _ - _ . . . . ��- LEGE w at�' ' ,_.. F = FIELD DATA ,'Lv. f'. ,_4 tt•,;,- I � wwcr � -. _ 1 _ ._ _ cnn f- a ¢ - ¢ w ° - - = PLAT DATA P _ JJ Z O - If D = DEED DATA p Z z - AS - - FILE COPY, JF I DATE S�vZ ,2 SURVEYOR DRAFTtNor, GAGES' At.E AS5^/nM/N DESIGN ENG n` o G0NST ENG - - - - I 1 _ `. �'\ DRAINAGE ��_ U T I L I T I E S � \ CHECKED 1 11 TIT DRAFTING -� _ - - DESIGN MULTNOMAH COUNTY DEPARTMENT OF PUBLIC WORKS � ROBERT L NORULANUER OLIVER J. DOMRE15 P STAMP DIRECTOR CHIEF DEf-IUTY ._ - - _ _ _ PRO TALA&CA " SoEET S 1. 7 /I� �� // t/ . /D _ _ # -7CE_ F 4o'owv7Pdov;'' SHEET 141144� Lffl 197 FTJ-1 ELE 11 —DENNY7' 5 OEWFP r lrllt llllllrlilllllll 11! Itl lr r �',I�IrI �Irt tl' III�II1�r� I111�11 IIIIIIIIIflllot III )Ill�llllflllllllll11111IIIIIIIIIIIIIIIII1111111 111IfI1I1111111I111111t1t111 5 8 8 1� I I 12 NOTE: IF TN 4 7 9 0 IS MICROFILMED •,"" _. DRAWING IS LESS CLEAR THAN THIS NOTICvr-1T IS DUE TO Pf.. `� ,..--'-D WINGLITY OF THE ORIGINAL --------�.__._____- �"° OE 62 92 a 92 S2 Ir2 E2 22 12 02 61 91 LI 91 1I 1►I Irl LI 11 01 • Y L 9 9 I--J�•-1' E 2 la"I,. K'k, + �tll�lllllll ll�lIIIIIIII�ItI111N1�1111�1t111111f11�11t1�f111�111tI1fN�1111�ttt1111111�NiI�111f�fIG�1111�ItI1�11�I�111111111�I111�1111�IHI�1i1NIItHiili1�fi111�11tII111I�11iLII1111N1�NtINII1111111�II1111111�1111�IWlU�IlU�I111W11�I1�1111�I11WW�111) 71 n r JUNE 24 19 zy G mo wm' � M r In - �1 PRECAST MANHOLE SHALLOW PRECAST MANHOLE . TYPE A - P - TYPE B - P NOTE: NOTE: For Cast-in-Place Manhole For Cover and Frame NOTE : See Manhole type A -P for details not shown. see sheet No. B- I a 2 �-�. g_ 8i 2 — details see sheet No. - Number of laterals varies B-3 �- Dr D /777 i I Outside of base may be round - - / \ or octagonal, at the option of the contractor. i' I I li lap 10`� / -- -f �� lap i0'_ 25 Dia. -- / --- Dia. 25" A -- -- q Cover a >=rarne / Cover From I I 6 bar \ I / I-46 bar C e a e \ / l / not shown not PshownCover I acshFrwamse ( / Il II Co onoton ert aa me MINIMUM DEPTH OF rioshFown Dia. 25 Dia. 25„ MANHOLE TYPE A-P IlI . v '00. , L 6c6`mso,D H 4 e �I ,i a`L i� \ �t.% 811 2- 6 bars q."cc 10 5'-9 I\\ # 1 1 11 16 -0 155of 6,-3 2-�,� 1- *4 hoop i 11 \�I / 6 bars 4 cc - #4 hoop _18 11 1 11 9 2` bars�- 11 rr 21 6 - -#6 b4 11 --_ \ `== 2-*6 bars 4 cc N11 71 3V _811 �- B- l a 2 �- g I & 2 �- B 3 II l.� 36 81- 2" PLAN OF BASE NOTE: Risers and Cones shall meet tht TOP VIEW TOP VIEW (Base,Risers, 3i Cone requirements at the current AASHO ® TOP VIEW TOP VIEW Standard Specification M 199. (Base, Risers, a Cone) (Base a Cone) D is inside diameter of largest pipe entering or leaving base. (Base,Riser, & Cover Slab) (Base aCover Slab) NOTE : Shape bottom of manhole NOTE: When depth is less than minimum for as shown on "Plan Qf Base” manhole type A-P, use shallow 3/4 premolded filler,(in conc. and Section A-A for manhole type B or type B-P. pav't, gutter, or walk only)to Set frame to fit slope of pov't "Base, Risers and Cone". extend through thickness of conc Cover 8i frame �Surface of pov't , l -- Surface of pov't 3/ 11 1 11 _ 4 premolded filler Surface of pav't 4 prem of pov' 5 -_ -4 O - - -- --- -- -- - - - - - -- --- - - olden filler Surface t Cover 8� frame ti _ Cover 8� frame ► x Covera frame i. - - 1 nn _--- -- E - --_-_. '•Ina x. - - - -- - - - - --- "Max. - c --- -- " _ __ _ �-� E c� u� ��- 11 --- ------ max. - - ----- --- ------- - max. ,v N Seal Seol- "''o 0 UI-SCID 2 clear *4 h000 Y �„ >0 2 clear. 4 h C - - \ ----- Clears all bar u m ,al. 1 l I Near all C E \ \ �� N l - $ :Q'�', r bass O V \ C C Qw iT n -N \ I \ Ci a ,�� °'I OD N 11 t - \ _ c O \ •2 Citi —� — Rrn�a _� p_ ^ E - In_ V y IC, V il1d N Ml 7Ej -_ ILa�� iv ; `° ' 5 4 + aNE o o AJu \41 "C•; d� ---- a \ �a > �0 E �n 1�. c �� o ''�`�'�� step W oa — fjr 8"' Optional Shell Design-------"\ > 0 clonal Shell i ---�\ > c E� o -- �5" - - 4`-0" - - I as o 6 ' � ES 4'-0" �6"I° _o h;� o \ _E P Des gn o Q c� -E 5 > - ;�j \ �' - _!_ ,• O >NCS a; . z 0 c o O a _E �- T' _� _E ?e-e K01 - � Q�$';=:r -E 8 a IQ •4 > a� o v o Make holes for I 1f► �� =jam a, _ y'.r'�. – _ 1 ,,, .4 d, v o. p+ th'! .r_:�Q :4' �' a�o \ connections from I i O \� ' i i a 'N Q. `'4: a �a �� ,'; 4 ;t :q " ,,4 '. E �: �:11 .�,. - a; �o '�r ;., tr,: o, C - - catch basins in i N a I c T' �' ; / 4 -I; I' s' -� N > / O O l _� I I a] - - --r q'. a .� l A�. f.Q 4 Q o` 4,. Q -,�, d r,. .- Q L- p . 'p•'d ? ',(, r d ! '� ►•• 0� CO ♦ , n.eCaSt section. I I m �-`_'-". I ` 7. `' • .;•, p`,. C:' . 4 n• LL W U m _ 1 - I I O A A• Q•'' fj'•. C,1 r• , ,d r 7 d,' 'd , •d, , d c o � Set pipes to lines d o ------- - - -�, - tiz�r > --- --- d 4�• ,. . , �' ' 2 1 II .c % o cam and grades furnished by the �' - - -- -__._....._._.- ; :::�. e- a" ' •� , •,' �'�� 5-4 en ineer. Grout in. .,- , T a,. "o•� 4 a' e' =o• 't .p" :.° n` 4 _ 1 11 — o u - gg - L'�- �. ;� - " Typical stubout j :4-'• e' .�;..,... : ;,� 5 -0 0 o d Tfiis work is to be done b c Q•;� .«' ''�; 4' I �" ;s _ ^ .� �.; d'==a' See Section B-B-1 O N vl>r ' - y _ I '., '4' r d � °�, iti;. installation , only a''t ^ 4 c nn PARTIAL SECTIO - the contractor before the ( � ` i `� a cr • r ,d : ' a for o ection N A A � O+ E \ f ;e d a. bell shall protrude. -- - - ° to s`ub t. (BOSe,RISerS 8i COne) ' W, o c precast manhole n is set in place � �� ' _ i ou SECTION D D �_ JI It oE ��H+ See Section B-B-I ____- - �� 5 - 4 ._ y, Number of connections varies. �� (Base 8i Cover Slab) --------------.---_-_-- _ - E._on 11 ,1 11 for connection 5 -0 -- - --- - See Section B-B-I' c3 �– - for connection SECTION C-C NOTE: When H- 3`-'6"or less omit steps. o o _t._� 5 _ — -- 4-0 --- - -- - 5, to stubout. SECTION B– B-3 to stubout. U o _ > O C: In �.� + and Groove, ro,, less than 2", (Base a Cone) (Base, Risera Cover Slab) V \ 11 -41_ 11 _ „ _.-_____ 1-.-Tongue not more than 41/2". wee detail for _ o 0 c alternate joint. NOTE, Use Section D D when length of riser 0: . becomes less than minimum shown. 013, 11r o . '� o + cover a� �' �1 � ' I Welded Wire Fabric C ...4,�' ,, 1 {'� c E E o»= o a � i I i _ �_ Cover E frame ; ��'�. i I I E E�,� o _ I I — o X LEGEND Y I -- ; i ' > cv c Zr_ W - NOTE: Connections from catch 3 a, c4.' 1 �. I Ino - ----�- -- N • n \�_�' i , - ,� c� C basin, may be inserted in _E base as shown on sections _E ---+ — _ , p a� ;r �►:, ,� �� Cast-in-Pl cn 1A. r� B-B 8 B-B-3. ao 1„ ;e m N ace concrete M �� ' _ = �:� �~.+cr :K �� - --�- 11� II Precast concrete O o .. 8 8 _ I�� I I/ 2 1 : 2 cement mortar _-N 123/11----{ Welded Wire I = � i, I �s �_ 4 Fabric N O /2 Sewer pipe EZZ? ZZ� °L o I p.� •�.�. `_ PLAN Wall111 J i > - - Grout 1 '>{ � 'i'.r,,�+•'` a :/.. �. b'y ,,Q^,p,,L� '{ ,, ,« ' r' ,'� r; LY. r' v�' "` r' 8 -- � ' 4 ,� ,,,. '1 ,\ �l� ► it l '` .'C.•• ,•r b -,:''`': Y ' „ I �-f •d < -,�; , ld D h 0 ,..'.•' i.• .Qf �l ^ . Z4+ �' l. yf:"� `; . ,�� . `d ► �•,Pv.w.� - I — NOTE: All n , b ' 3✓4dia. bar = N II Concrete to be 3,000 Ib., Class C 5 - 4` —� -- 5'- 4" - --- - �' 11 �- I1'�L SECTION B- B-2 Monholg base is to be poured SECTION B - 13- 1 I ' Y2' '/2' STANDARD (Base for Manholes) under Sewer Pipe and tapered FRONT SIDE along and under Sewer Pipe to (Base,Risers, a Cone) within 4"of next pipe joint I I/4 �` MANHOLES adjoining manhole. MANHOLE STEPS I C MULT NOMAH COUNTY NOTE: Set pipes for Catch Basin connections NOTE: Use S action B-0-3 when length of risers ih Base to grades and directions NOTE; Steps shall be installed during ALTERNATE � 'h / DEPARTMENT OF PUBLIC WORKS furnished bthe engineer.by less than minimum shown. manuf cture of risers and cones JOINT � AA8HOto orm M 42 8AASHO MAASHO M- �00 or DETAIL \ _ !. , � ., ROBERT L. NORDLANDER OLIVER J. DUMREIS DIRECTOR CHIEF DEPUTY • ioTAL. r SHEETS, 'r Slop 12 HEET -- t`ar -. 40 W I' I t�• t(l 1 .,s ~ � I ~� I ( � � � l � (i II II Ii Ii II II II i � �.I I i 1 i i i I i ► ► I r�1 ,, �1�-•�^'•'--_-_f..-_._._._._-----••-'•-•,.qr-----:.._. __.,,,.._.._... ,..._..._..,,.,.. �:. _ tf1 r1 (IiIPIlIlIti�IlIli111�� I1IIIbI1 I1p1� 1tI�i1II I�ItI III .. ,- ,,w�,: �;; .. ., ':, u.;..�,!•.. ,►,lilri., ,;':,, 2 _ 3 4 5 8 7 8 8 10 II 12 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTIQ61-11' 1.i DUE TO Y .•• -of QUALITY OF THE ORIGINAL •� ,. _w RAWING• pE gZ 9Z [Z 9Z S'Z bZ i.Z ZZ IZ OZ 81 BI LI gl SI bi EI ZI II Ot b 9 [ 9 S 1► ° E Z Iawa,ll ,,,• 1.I►ImllnuluninnluulNnhurlllu�lulultlt111llull11UI1fNINaIMt IiIN111N11111t1�lulNllllIll+IhII11111I till 1411111111111t IN111711�nHN11ii1tttlttn111tL�ltultnllil{�MM hllullulllll111uIIIIInh1111NBilll�ullJlUu�llllUl1tt11tulUl�lhln JUNE 24 1999 �1 '- '_ �—' h�.._-rawe I• r....". w.. ,�._. . _ ... � r t o ,Yf�pHMtR73` !7ae"'ilwn8 .^I rn f' Y ;.n q., _..... ..- w LJ LJ W , 1 1 L �I R 1 •1� r. • I ' 1� w i f \ --.-. 251- MW J E AGREEMENT FOR TRANSPORTATION OF SEWAGE THIS AGREITIENT, made this `� _ day of between the CITY OF PORTIAND, OREGON, a municipal corporation, herein- nfter referred to as "Portland," and the CITY OF TIGARD, OREGON, a municipal corporation, hereinafter referred to as "Tigard," W I T N E S S E T 11 THAT WHrREAS under authority of their respective Charters, Portland and Tigard are authorized to enter into agreements for cooperation in the prevention of water pollution, and WHEREAS Tigard maintains sanitary sewer lines having the capacity and location to serve Portland property in the area adjoining t,ce Washington County line on the West, SW Pacific Highway on the North and including the SW Lesser Road and SW Capitol Highway area, and IMEREAS the major portion of the Portland area which can be served by the Tigard sewer system was annexed because of health hazard conditions which can be resolved through the construction of sewers connecting with the Tigard sewer system and WHEREAS Tigard, which is located within the boundaries of the Unified Sewerage Agency (LISA) , discharges is sewage wastes into the Fanno Creek Interceptor for transportation and treatment by IISA nn incorporated sewerage district established under tl•e provisions of ORS 451. ar w w WHEREAS: Both Portland and Tigard individually have enLered into agreements for sewage disposal with USA wherein both cities have agreed to the pp,-...ant to USA of sewer user charges, sewer connection charges and taxes. USA has agreed to the acceptance of wastes from the sewer service areas of both cities if within the basin served by facilities operated by LISA. NOW, THEREFORE, Portland and Tigard agree that: 1. Tigard will accept into its sewer system for transpor- tation to the Fanno Creek Interceptor maintained by USA, all sanitary wastes originating within the arra outliL.ed on Exhibit "A," attached to and made part of this Agreement. Exceptions to Exhibit "A" will be permitted, if reauested by Portland and approved by TiUard. Tigard agrees to accept ownership and mainten- ance of that portion of the existing sewer consL.•.'cted under Multnomah County permit and extending from the upper end of Tigard's sewer line to the point of dis- charge by Portland as shown on Exhibit "B" also attached and rlrv`, - a part of this Agreement. Portland' s obliga- tier wf+.h respect to Tigard's sewer system shall he limited to the sewer line shown on Exhibit "B." -7- 2. Portland will collect all charges for sewer services from Portland properties and pay USA directly for all USA charges applicable to Portland property served b,� Tigard under the terms and conditions of this Agreement. 3. User Charges. Portlai.a will pay a monthly transportation charge for the conveyance of all sewage from Portland properties through Tigard to the Fanno Creek interceptor. The initial rate shall be $65.95 per ouarter based on the following assumptions and calculations: Portland's Service Area 84. 12 acres Fast, dwelling units or equivalents (D.U. 's)* 257 units Tignrc;'s Service Area 565.8 acres Est. b.U. 's* 2360 „nits Portland's share of sewer costs 257 _ - 0.0982 257 + 2360 1980 value of transporting sewers $379,172 Actual sewer maintenance cost ($379, 172 @ $4/1000) _ $1,517/year Plus administrative overhead at 10% 151. $1,668 *AL full development• -3- Initial user rate (1668 X .0982) 4 quarters = $40.95 Fulling cost @ $25/quarter $25.00 $65.95 quarterly Equivalent dwelling units shall be determined as given in USA Resolution and Order 70-12, as amended. This rate shall be adjusted annually as provided in paragraph 5. 4. Connection Charges. Portland shall pay a connection ' charge to Tigard for each new dwelling unit or equival- ent connection to the Tigara Sewer System. The initial rate shall be determined as shown below: 1980 Capital Cost - $350,988 = $135/unit 2617 D.U. 's (rounded to next higher dollar) No connection charges shall be paid for D.U. ' s connected and using the Tigard sewer system prior to the execution of this Agreement. 5. Rate Adjustments. The user raarge rate shall be adjusted yearly by multiplying the ratio of the "Engineering News Record" Wage Rates Index (average of skilled and common) for January of the current year divided by the average -4- for January of the previous year times the quarterly user charge for the pr^vious year. The connecCion charge rate shall be adjusted yearly by multiplying the rate for the previous year by the ratio of the current year's January ENR ConstrucLion Cost Index with the January Index for the previous year. These rates shall also be adjusted to reflect changes in the maximum number of D.U. 's due to density or service area changes. This adjustment shall be achieved by recalculating the rate as developed in paragraphs 3 and 4 and then applying the corrections with the appropriate Index. as given above. New rates shall be effective January 1. of each year. 6. Reporting new connection and billing. Within 10 days after the beginning of each calendar quarter, Portland agrees to report all new connections to Tigard. The Report will indicate the address of each new connection, the numbers of residential and commercial units determined as provided in paragraph 3 and the total numbers of residential and commercial units connected to date. 7. Reconstruction of damaged sewer lines. In the event of damage to any of Tigard's sewer used for the purpose 5-• intended in paragraph 1, requiring replacement or recon- struction of all or any portion of its length at a cost of $15,000 or more and whenever such damage is caused by earthquake, earth slide, flood or other acts of providence, acts of war, insurrection, sabotage, riot or other acts of a third person, Portland agrees to pay its share of the cost based on the share as specified in paragraph 3 as adjusted. 8. Relief of overloaded sewer lines. At such time as any of the sewer lines described in paragraph 1 become over- loaded or are about to become overloaded due to growth or development of the area, Tigard agrees to provide the additional capacity as needed. Portland agrees to pay its share of the cost to provide the additional capacity. Portland's share shall be determined in accordance with paragraph 3 of this Agreement. 9. Both Portland ::end Tigard agree to comply with and enforce the provisions of Sections G and 7 of the "Rules and Regulations Governing the Use of the Sewer System for Unified Sewerage Agency of Washington County, Oregon," adopted June 2, 1970 and effective July 1, 1970 -6- Agency Resolutions and Order 70-12 as amended with respect to property served by Cities under contract with Unified Sewerage Agency. 10. This agreement shall remain in force for twenty (20) years from the date first above written. At the end of the above period and each succeeding ten-year period, this agreement shall be automatically self.-renewed for an additional ten (10) year period until. cither party shall have notified the other in writing of its decision not to renew. Notice by either party of its desire to term- inate the agreement shall be given five (5) years or more before the then effective expiration date. However, regardless of termination of this agreement, Portland shall continue to pay all charges as specified while its sewage is being discharged to Tigard's sewer system. if Tigard desires to terminate service to Portland, a portion of any connection charges or other construction costs paid by Portland a- required in paragraphs 4, 7, and 8 shall be refunded to Portland. The amounts to be re- turned shall be the full amount paid by Portland, reduced by 1/30 for each year of service provided by Tigard to that dwelling unit (or equivalent) . -7- IN WITNESS WHEREOF, The City of Portland, by and through its Commissioner of Public Works and City Auditor and the City of. Tigard, by and through its Mayor and City Recorder have caused this instrument to be executed, all on the day and year first above written. CITY OF PORTLAND CITY OF TIGARD Commissioner of. Public Works L Mayor LL City Aitor Cis Rerhrder APPRO/ED AS TO FO APPROVED AS TO FORM ApPlzOVFD ASS TO FORM s'.. i ty At rney EXHIDIT "A" TO CITY OF PORTLAND, CITY OF TIGARD AGRCIZI1,I--NT S.W VIC I NSON ST co 0 tn w tn sw. P?fj,10A� ST. 5 s 4L 'I,l11ry�/////// 11/ /�i%'/J/'J/��////J/ X7 "M Mal", �,O 4224 PORrLAND COMMUNITY f F—F COLLEGE La in I'74MER C111Y OF 1';)1"11 A P 1) AI DI'1J1JII!G' M TIGAIM SMVEII SYS .Al ff EXHIBIT D CONSTRUCTFD UNDER MULTNOMAH � TIGARD 5EVIER TRANSPORTING OUNTY PERMIT—\ i PORTLAND SEWAGE. SCALE. 1' = 800 F` QPC� 1'U I NT OF DISCHARGE FROM PORTLAND 99\V o ct I 14 Q 5 36 31 a z ra — �I r } •� I S '---- w 1 I 217 o J� v � ,p > 1 FAN1 !0 CIF EIC f-�CLF I U!� �LIJLf. ' �' muL.TnOMRH counTY ORraso '1 DEPARTMENT OF ENVIRONMENTAL SERVICES COUNTY COMMISSIONERS 2115 S E MORRISON STREET DON CLARK.Chairman PORTLAND OREGON 97214 DAN MOSEE (503)24&5000 ALICE CORBETT DENNIS BUCHANAN MEL GORDON January 3 , 1979 City of Tigard P. O. Box 23397 Portland, Oregon 97223 Attention: Robert L. Thompson RE: West Hills Service District Dear Sir: In response to your request of December 22 , 1978, please find a copy of the sewer line easement for the extension of the "OFA" line extension to Denny's Restaurant through a portion of eastern Washington County. Please note for your records that the former Tualatin Heights Service District has been assimilated into West Hills Service District. Very truly yours , OLIVER J. DOMREIS County Engineer moi' < jK•-Z � RICHARD T. :COWARD Service District Engineer RTH/js Encl . •r,.ourw acaomuxrv.mao e: RK ].784 SEWER E ZE117A a KNOT' .LI. M-_i BY THESE PRESENTS, That PORTLAND GENE'ItAL ELECTRIC COMPANY, a corporation duly organized and incorporated under the laws of the State of Oregon, in consideration of the aum of Six Hundred Fifty rad No/100ths ($650.00) Dollamand other good and valuable consideration, to it paid by the TUALATIN UEIGI»S SERVICE DISTRICT, a county service di:;trict, hereinafter referred to as "Agency", the receipt whereof is hereby ucknov_edz;ed, does hereby grant unto the AEency, its successors and assigns, the right to lay down, construct and perpetually maintain an underground sewer pipe through, under and across the following-described property: A parcel of land in Section 36, TIS, R1W, W.M., Washington County, Oregon, described as follows: PARCEL I: A strip of land 10.00 feet in width, being 5.00 feet on each .ide of the following described line and south, of the east and west one-half section line through said Section 36: Beginning at a point which bears S. 01.28'32" W. 136.26 feet from the northeast corner of that parcel of land conveyed to Henry E. White and Dorothy 3. White, husband and wife, by deed recorded in Book 323, Page 91, Deed Records of Washington County, Orcgon; thence N. 70°44'1.5" E. 355.22 feet to a point in the aforementioned one-half section line, which bears N. 86'43106" W. along said one-half section line 331.14 feet from the east one-ouarter corner of the aforementioned Section 3u. In addition to the above-described perpetual easement, a temporary easement fcr the c:iginal construction of raid sewer line described as follows: A strip of land 15.00 feet in width that lies northwesterly of and adjacent to the above d:scribed perpetual easement, and that runs from the east line of the aforementioned White parcel 1 ' of land nurtheastcrly to the aforementioned one-half section line of said Section 36. Also: A strip of land 15.00 feet in width that lies southeasterly of and adjacent to the above-described perpetual easement, and that runs from the east line of the aforementioned White parcel of land northeasterly to the aforementioned one-half section line of Bald Section 36. Also: A'.1 that land lying southerly of and northerly of the above-des(-ri bed temporary enoements, and southwesterly of the beginning of the above-described perpetual easement, and east of the east line of the aforementioned White parcel of land. -1- Pfl(IK 89 1 wt&A 1.. 1 4 PAR E1, II: A strip of land 15.00 feet in width more particularly described as follows: HeoinninZ at the east one-quarter corner of Section 36, TIS, R1W, W.M., Washington County, Oregon; thence N. 86'43106" W. along the east-west one-half section line of said Section 36, 344 18 feet to a point; thence N, '70'44'15" E. 39.12 feet to a point; thence S. 86043'06" E. parallel to and 15.00 feet north of (when measured at right anglea), the aforementioned east- west one-half section line, 307.68 feet to a point in the east line of said Section 36; thence S. 01'52157" W. alon8 said east line 15.00 feet to the point of beginning. In addition to the above-described perpetual easement, a temporary easement for the original construction of said sewer line described as follows: Hegirning at a point on the east line of the aforementioned Section 36, T1S, R1W, W.N., which bears N. 01'52'57" E. along said ea3t line, 15.00 feet from the east one-quarter corner of said Section 36; thence continuing N, 01.52'57" E. along said east line, 25.01 feet to a point; thence N. 86043106" W. parallel to and 40.00 feet north of (when measured at right angles) the aforementioned east- west one-half section line of Section 36, 285.96 feet to ,a point; thence S. 70'44'15" W. 104.3; feet to a point in said east-weft one-half section line; thence S. 86.43106" F. along said one-half section line, 39.12 feet to a point in the northerly line of the abovo said perpetlzal easement; thence N. 70'44'15" E. along said northerly line 39.12 feet to a point; thence S. 86.43106" E., continuing along said north line 307.68 feet to the point of beginning. The said temporary easement shall terminate upon completion of construction. The Grantor reserves unto itself, its successors end assigns, the right to use and enjoy said above-described permanent easement for all purposes which may not interfere or be inconsistent with the use or caintenance by the Agency of the sewer legated within said permanent easement. It is understood that there are presently poles, towers and wires upon, adjacent and across the premises subject to the easec,ent above described and Grantee takes this easement subject to such use. It 1s understood and agreed that no additional structure shall be erected upon said easement by the Grantor without the written consent of' the Board of County Commissioners of Multnomah County, Uregun, as the governi'Lg body of the AC;eacv. All brush, trees and stumps which may be cut down or uprooted as a result of the construction of said sewer shall be either removed or burned by the Agency within a reasonable time after the compLetion of said construction. In laying, constructing and maintaining said newer, the Agency shall at all times preserve and protect Grantor's existing structures. In connection therewith, the Agency shall not utilize or employ upon the land subject and adjacent to the above easement any construction equipment or construction materiel -2- ROOK 8197 f%,F 2r 5 aJMMKMff Mff whicL in any position shall extend over 25 feet in height. The Agency assumes all risks of loss tc its property and injury to its employees and those persons haldinZ under it. The Agency shall reimburse the Grantor for all damage to Grantor's property resulting from, directly or Indirectly, the laying, construction and maintenance ,f the sewer above described. The A6ency shall indemnify and hold harmless the Grantor for all claims for injury or damage In any way connected with or resulting from the Agency's use and occupancy of the premises subject to the above easement. The Grantor re erves the right to raise the elevation of its proper*y, including the right-of-way conveyed by this instrument, by the placing of said, soil or other suitable material thereon. The sewer provided for herein may be covered by the sand, soil or other suitable material not to exceed 20 feet over pipeline. Manhole and outlet siphons o: said sewer shall be raised to new ground level at Grantor's expense. IN WITNESS ImMREOF, the Grantor has signed this instrument, pursuant to a resclutioa passed by its Board of Directors, and has affixed its corporate seal this."-' day of 1972. POICLAND GENZML ELECTRIC C MPANY $Y; / — �( .7 5enlor, a "resident Attest: r •, ,, Asst, Secretary 9- I wwny 897 PAcE2S6 Arrinwel f��'�lh . S'i:,Ti: OF OREGON se. County of Multnomah 1 IL 2 . 1972. Personally appeared Hilbert S. Johnson, who, being sworn, atated that he is the Senior Vice President of Grantor corporation and that the seal affixed hereto is its seal and that this easement was voluntarily signed and sealed in behalf of the corporation by authority of its Board of Directors. Before me: r, No ary Public for UreGon urra .' + My commission expires: AP)1 OVED: APPROVED: TUALATIN HLIGHTS SERVICE DISTRICT ROBF^.T L. NORDLANDER Director ,� % Depart Merit— 1, DA c o" r s—`— By By_.;'� ' °' ' _Deputy APPi2UVL'D AS TO FORM: MIU :�"1fi COL^�Y COU;CIL By: �e� / APPROVED AS TO FOM4: PHILLIPS, COUGHLIN, BUELL, STOLOFr^ & BLACK STATE OF OREGON I County of Washlnytan 1 � 1, Roper Thamssen, Director of Records ard,F'leqtl4o+.and E.-Offirio Recorder of Can veydlr for said county, do hereby certify O U ' tho, the wiihm Inotument of writing was (j nicer ed and recorded in book of records lNo. _._. _........................ of sold 4 Unify Witness my hand and seal affixed. ROGER TNOMSSEN, Director of Records 6 Electioru (,J�rlCaf.lAse, Nov i) 2 21 FN WD.Puty . AnnK 897 PnF?U 7 MML fit:I'ORI: TIM BOARD OF COUNTY C0r.VISSIO:I)::R0'NIV i1 3;,11'1 'll FOR 1VULTNOVAU CO' NTY, OPEGON UnEGoJjNTY In the Patter of the hccoptance of a Vood from ) FOItTLT.:•1U cm.,r1vT., I:LKCTI;IC COI.'PA)Y, an Oregon ) O R D L•• R cozl.orati.on, Granting to TUALii 111 HEIGIITS ) SM"VICL' DISTRICT, a rern(,tual anti temporary ) YLIALAIIM 11MGIITC eaac.•m^_nt for the: construction and maintenance ) SFI?%'ICF LIWIRIC!' of a sewer. ) Itch 1,90, I°arccln °1 and ,,: It appearing to the board at this time that Portland rcncer.al Electric Co!,pany, an Ocogon corporation, has te.nderiad Lo Tualatin Heights Service. District, a pn.rpetual and temporary casement ic•_ the cor..tructicn and maintenance of a power over the Lend horci.raftcr dasc;:ibvd, in co_'1s!•dcration of the sum of. Six Hundred fifty and no/100tY13 0650.00) Dollars, purchase price to to pair: to them f;'r c:.ia p;-, -':..:? and to^L.orzr c:an:;cnt by said Dizt.rict; and It further appcaring that said cr.somcht isnecer•sary for the colirt.rss;ticn and mnir,ter,auce of said sever, and that the Dir.ectcr Of Pais]iu hoi-a of 1. Vultnomah County has recotnn,nelcd that said deed be icccptcd; NOW, TIM-1X ORE, IT IS 111:I;B1iY OItDImf.D ::hat t:he spial conveyance of Portland Gc!ner<<l Elect; is Cl�tnprny, an Oregon corpnr:.ticn, cont/:,.,yips to T ua.Ir:Cin I)E ights }Service Diserict a porn;t•.ual and t,,m �,?'^)•�, or ncle ier.4 fn.r thn ccn:at:ruction and vainternnan Of a IIc,,k!nr ill, r 7clt ;1110 Upon the follov.-inh clorcri!! cd real .;i orcrty n' 1:a1cj t !n tho Coun;y of V11a hinclton, Stnte of Orccer., '-"-w t A parccel of land-ill Section 36, T1S, Rift, W.M. , Wachinrjt:on County, Oregon, O—cribad as follows: PAY,CEJ. I: A strip of lr.nrl 10.00 feet ill tridth, beinq 5.00 fret o.i car:i*"r- ilo of the fo.1lovinn dor^ribed line and south of t:1.r ciavt• and tlr_.rt t.,ne-half sccti.on line througi, said Section 36: bc!ginnincl at c. point whicli bears r. 010 28' 32" 17. 136.26 Sect frcm tnc% northeast corner of tha'_ parcel of In d cenveyel to Il_lr� : N. t•)hlta, tv.;r3 1)orc.t),y S. llhi.t.r., hunijnnn and if.e, bv dcnd reccr:'. .c] i.n Lno!; 3_'3, facie: 91, 7::cd A,:cords of 19ashirrgtnn County, GYCyUII; t!eenc:+ 11. %0° h•l ' 15" E. 35!;,22 feet to a point in the atc�rrau:r:t.i.oned ono-half sectics: line, t•.9:ich bears N. C60 43' 06" V% 0101,1 said fine-h-13 f r:ct?rn line. 351.14, ir_ct: from -thcr c, st ors;-qu::r.t.cr c•urna= u;: the efurowentioned Foc:tion 36. :ordinur:r__. 7n addition to the :above-eancrih•_d perpAt-,ll canrr,.crnt.�'�t'" - tompor.r.ry onr,clront Lor. tho original con:ctrucricn of said Lwi1r ` line clorcri'rod ns follown t bl r' --- Ele: A strip of Innd .15.0'1 fnclt. in a:ieit•h thnt lies nor.thwof rtrl'y.'� `- of Ul1t: r::'):.1Cllt to the ouschocnt,`.};'lei that; Ctnts from L';n- .:r•r1!. Linc yr the. ;:Eras-, r.rticnrd VWte. 1»C,1'C*i.of land r c; th, . ;tc1:1.•, to the cforc-montioncrl onc.-half ccctiF,,��,,)Jnc�- of tlaid Sc.-Lion 36. _._..,_ Page 1. (0rricr) Ortif,� WK 897 pa:,; � ,i� 171: Order - Accepting Iced for Sower Easement page 2. Portland Cuncral I'loctric Compony to TUALATIN IlEICUTS SERVICL•' DISTRICT Also: A strip of land 15.00 feet in width that lies southeasterly of and adjacent to the above-described perpetual easement, and that runs from the east line of the aforementioned F.hitc parcel of land northeasterly to the aforcmentioncd one-half section line of s_:id Section 36. Also: All that land lying southerly of and northerly of the above-described temporary aase:ments, and suuth;resterly of the begin- ning of the above-d' perpetual easeme7t, and cast of the east lire of the afcrementi.oned I.lhite parcel of land. PARCEL I7: A strip of land 15.00 feet in width more particu- lAriyiie-criS d as follows: Lcoinning at the cant: ane-cruarter corner of Section 36, TIS, RIW-, Y7.11. , Washington County, Orcgon; thence c1. 86° 43' OG" I9. along the cast-west one-half section line of said Section 3G, 344.18 feet to a point; thence N. 700 44 ' 15" E. 39.12 foot to a point; .thence S. 86° 43' OG" I:. parnll.el. tc n nd l.c.00 fco: north c f (•„}::::: CaLtirtd aL rig::t w11g1C^.) , t1,Q aforementioned cast-west one-half section line, 307.68 feet to a point in the east line of said Section 36; thence S. 010 52' 57” W. along said east line 15.00 feet to the point of beginning. In addition to the above-described perpetual easement, a temporary e.ascment frr the original construction of said sewer line described as follows: Deginning at a point on the east line of the aforementioned Section 36, T15, I41W, It,bi., ,•ti ich bcarn N. 03.6 52' 57" E. along said east line, 15.00 feet" f.ton the enst one-yuorl.cr corner of said Section thur:cu yunt.inuing II. 01° 52' 57" L. along said ea,;t line, 25.01 feet to 'a point; thence 14. 06° 43' 06" 41. parallel to and 40.00 feet north of (whon mensurod at right angles) the eforeme:nt.ioncd eaut-west• one-half section line of Section 36, 285.96 f"t• to a point; thence S. 701 44' 15" W. 104.33 feet to Ia point to said cast-t,est one-half section line; thence S. 060 43' OG" 11. along said enc,-half section line, 39.12 rr:ct to a point in the northerly line of the above said perpot:unl easac•mcmnt, thence iJ. 701 44' 15" E. al.ong said northerly Linc 39.12 feet to a point; th!-rl('e R, b6° 43' 06" L'., continuing along said north line 307.68 feet to the point of beginning. bra riccepted by the 13oard of County Commissioners of Multnomah County, Or.cgon, as its governing body, and placed of record in the County of Washington, state of Oroyon. A1:1) IT IS MRT11I.1! OIiJ)L••IL'.D that the a,reed price for the above descr. r.i d perpetual and tcr-porary cascmant in tae amount of Six Hundred e:fifty anno/lootlis (G50.00) Dollars, bo paid; t,';u IT IS rURT11111; ORDEPxD that the Director, Department of Adminit;t,:ti.v,3 Servicers of tdultnomah County, be and hn is hereby pa4:- (Order) ttnnK 897 rVIE 269 Order - Arceptincl hood for tleVor rasoment Page 3. Portland General EInetric Company to TUALATIII HEIGHTS IMAIVICli DISTRICT directed to c??w-., a warrant on the Tualatin Ifeirrhts Srrvice District Fund for tl:e purpose and in the amount as follcncs: Portland General Electric Company 621 S. W• Alder. Street Yar.tlritrnt, Orcaon 97205 Purchase Price of above-described casemont --------- ;050.00 Vovmbur 2, 1972 TUALATIN 11EIGHTS SURVICE DISTRICT BY TIM ropm Or COUNTY CO:I:IISSIO:IL'RS OF tiUL'1R MALI COUNTY, OIV^GO11, ITS GOVFIVII;IC BODY. lell (SELL) �I .C'�r ---- air.l tat APPROVU11: ROTA?RT L. NORDLA'11,rR Director of Public Works By: 7T Deputy Director APPROVED "ori TO rOMI: CIIAPJ,PS 5. rV%Nri County Counsel s ELY beputy�--�`--- ---- I Id 0 it X r, STATE OF OREGON County of Woshlnl,ton ,s I Roper Thomssen Director of Records and Elections and E.•Ofiiclo Recorder of Con- reyooces for sold county, do hereby certify ,i rhor the wllhin Instrument of writing woo L U received and recorded In book of records No. _............... • or sold county ..... . Witness my hand and seal affixed. ROGER TNOMSSEN, Director of Records 6 Elections I'�rytt ,l, (M-0f,r) r Nov IJ 2 a/ FN'7t °'°"" enrne 897 PAoe2 U_ December 22, 1973 Vultnouuih Costnty Oregon Department o.: Public Works ?115 S.I:. Morr.ison Street Portland, Oregon 97214 REE Tualatin tieitzhts Service District - Lesser Road Annexation (Denny's Itegtxurant Sanitary Sewer) Dear siret 11pon r.avirwine our records, I find thnt wp have not received copies of tho right-of-way easements for the above referenced sanitary sewer project. Would you transmit said copies, so I may close our file on this project. If you have any questions, please contnce me at 639-4171. Yo.irs truly, nobert L. Thompson "Innineering Tech IT. RLT/pjr �jOl.q> INLAAEL s l COUNTY COMMISSIONERS M. JAMES GLEASON,Chairman DAN MOSEE REN PADROW DONALD E.CLARK r r MELGORDON Mu3Lt3moxn.a3h. Gouzzty Ore"c3o3m DIVISION OF PUBLIC WORKS (503) 2483591 ■ 7115 S. E.MORRISON STREET • PORTLAND,OREGON 97214 July 26, 1973 Mr. Robert Thompson City of Tigard Public Works Dept. Tigard, Oregon RE: Tualatin Heights Service District Lesser Road Annexation Dear Sir: We are enclosing herewith a map and test results for the Denney's Restaurant Sanitary Sewer, as requested. Very truly yours, OLIVER J. DOMREIS, Director Div. of Public Works Tor .Lyshaug Construction Engi er CA:ct encl - Map & test results P / 141 U 33Cjf%. ALL SPo!kf,Li T 14 L. 3E D PRU410 APt-RO)VA lLAAS punt -it woqKs user. PLANNING D-PT. BUILDING IDEM r CIA- CUU:VTl HF Y*N. O-T.T. 6,,,_ DA, T CITY gly DV;: TI APM W.Tr. 11 Y, DA DA r. 7N vw, x, *r-mqt*L G,13 0,rt:--_ V. ra C, DATE T 4 F. Ol DATE IN BOOK_- , PAGE_ OF THE DEEDS RECORDED - , IN BOOK , PAGE LEGENDt F = FIELD DATA _ P - PLAT DATA D = DEED DATA APPROVED BY : DATE SURVEYOR /`��'��'� DRAFTSMAN *-320-rs,- SGAI_E DESIGN ENGf�-r-M-P CONST. ENG. \9 1 DRAINAGE U1ILiTIES CHECKED* DRAFTIN ' -� - DESIGN Vol MULTNOMAH COUNTY Jroncon9UEPAR"TMENT OF PUBLIC WORKS 17, 1 '5 1. 11H ROBERT L NORDLANDERTI STAMIC OLIVER J. DOMREIS DIRECTOR CHIEF DEPUTY Pf PROD. 7W.4di07'//�/ /��il TOTAL �r SHEETS awxwlcw4r #4cw7p SHEET .1 '.O ,l,l,ll1 OJ OMS,M,�-•`a - Y, "••v.. CITY OF TIGARD, OREGON CONSTRUCTION/INSPECTION (P-W ) PROCEDURE CHECK LIST NOTE: LUILIZE ONLY clearly mrrkAd APPROVED PLANS, plan revisions, change orders, specifications, etc. ! _._.�. --.-.� 1. SANITARY SEWER: (A) Commenced instalsa-imn. . . . . ...... ... ......... .� (B) Completed installation. .. .. .... . .... ... .... .� / / 1) Aa-built field notes filed....... ..,. _Ej- A) C^-y -tent to engineer.. ...,... .❑ ?) As-built field notes received... .... . a) Filed in project fo��lwwde .., � (C) Inspected i1nd 1) Tegt nomonogrAphs filed. . ( Commenced installation... . . . ... . , ,. ..... . .. p (B) Completed installation. .. . . . ,. , . . .. .. . . .. p i 1) AR-built field notes filed.. ....., .. . p (C) Ins cted. .... .. . . . . . . .. .. p / (D) Tanta vely Accentedby City... . . .. . ....... .. ❑ III, CURB: (A) Commenced Rta11-sttmn.. . . . . . . . . .. ........... . ❑ _ ' 1) Banc Wr kR 4mt. . . . . . .. . . . . .......... ❑ ?) Bench rk locAtiony filed. ... . ..... . ❑ (ti) Comnieted insta ition............... ...... .. ❑ (C) Inspected... .... . .. . . . .. .. .. . ........ . .... . ❑ _ (D) TentAtivPLy Accept by City.... . . . ... . . . . . . . ❑ / T\ . STREETS (A) Commenced Grading...... .. . . ...... . . . . . . . . . . p _. i! Sub-grAde inRrec .d. .. . . ... .. ....... Li _ a) Test data led. . ..... . ... .. . p b) Tentatively ccepted by City. ❑ (B) Commenced rockinq. ... .. .... . . p 1) Sub-base inspected. . . 1..... ...... ❑ / a) Test data filed. ... .. .. .... ❑ b) Tentatively Acceped by City. ❑ i / (C) Commenced PAvinq. . . . . . ❑ 1) Paving inspected. .. .. . . . . . . ❑ / a) Test data filed. . ,. .. •..... . p h) Tentatively Accepted b. City, p (P) Street tentatively accepted by City. .... ... p / V. PARKING LOTS (A) Commenced gradincs. .. . . .. 13i 1) Sub-grAdo inspected. .... ......... . . . ❑ A) Test data filed.. ..... . .. . . . . b) Tentatively accepted by City. ' (B) Commenced Rocking........ ...... . . .... ... .. ... ❑ 1) Sub-baae inspected...... ... ... .. ..... ❑ A) Test data filyd. .... . . . . . . . .. ❑ b) Tentatively as-certed by City. ❑ �_ UNIFI_ D SEWERAGE AG_ NCYOF O�,j2s � ,r� WASHINGTON COUNTY c�lr 0"C' -Fl � 326 N. E. Lincoln St. /CgjQ© HILLSBORO, OREGON 97123 BOARD OF DIRECTORS (503) 648-8621 DANIEL O. POTTER JOHN C. ANICKER, Chairman General Manager LYELL GARDNER EI.DON HOUT WILLIAM MASTERS BURTON C. WILSON, JR, October 24, 1972 Mr. Nick Hlebert City of Tigard P. 0. Box 23557 Tigard, Oregon Dear Mr. Fliebert : RE: LESSER ROAD - SANITARY SEWER FROM THE PROPOSED DENNY'S RESTAURANT SITE TO TIGARD SYSTEM Enclosed please find five (5) sets of plans and specifications for the above-subject project. After your review and approval., please forward three (3) sets to our office for processing. If you shorld have any questions, please contact the Agency. Very truly yours, DANIEL 0. POTTER, eneral Ma ger Errol 1. "/r> , P. E. Staff Sanitary Engineer EFG:vr Encs. L0 ,ter' fy COUNTY COMMISSIONERS M.JAMES GLEASON,Chairman L.W.AYLSWORTH BENPADROW g yid y, DONALD E.CLARK p MELGORDON 3*Xxx3Lt33.om►.a3bL C0ouz3LtZ7 Oregon R. L. NORDLANDER, DIRECTOR, DEPARTMENT OF PUBLIC WORKS MAIN OFFICE (503) ■ 2115 S. E. MORRISON STREET a PORTLAND, OREGON 97214 248-3608 October 16, 1972 Unified Sewerage Agency 326 N. E. Lincoln St. Hillsboro, Ore. 97123 RE: Lesser Road - Sanitary Sewer from the proposed Denny's Restaurant site to Tigard System. Gentlemen: Enclosed are five (5) prints and five (5) sets of _ pecifications for the above- referenced project. If these meet with your approval, will you please forward the appropriate number of specifications and plans to the Department of Environmental Quality. Very truly yours, ROBERT L. NORDLANDER Director of Public Works Tor Lyshaug Construction Engineer M W W:ct encls - as listed I T'I— I l ' � ' '�� "I; ' I• �I 777FI*!'!I � { te ,~• ..j N wl I •. 11 U 'tl I I II I I I I I IIII T I�I�� 1�1yt11'I}Tr''r'^ , ,7j T, n Y I I I I I �I I {� � O N • M N F F•' . � � I "'i�TT I I I ! I "'I""1""I'.'"I.ITi�lr:;^!'Tr'rT�~ ,!T^T^...rr�. .�..T,i.,.......�....��•r.•,•..,—.••� U U w 01 m K to N O O 14 h' -I C la x a / ._. ! .i � ...,..�raw" G�� 1 ••-! 1�1 7 .� I ; , w UIII�II�,'�+tll�l�l�illli�!ii ll!1; li:l'Illllill l�yj,�jb'L,IJ�Iy'lljllll,!�I,�,�l il•�..!Ilr : I•nj�j,�,J,11 J, I I t• r u 44 r � O � I40 •C •1 ro y `u y +L A tf YI rf LAI r y p N N 4 a 4 F. 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E � C1 G of m iT � �I.'7 n ° i� F 0�.. • S G�Y. a � q L O Gnvecy o u ad n "Oe CL y In w X41 d w m„ro �'�g �! H I 4 1f lJ. " tppl l- .^ Ir ^r]y1 ,' L y9 y4 ,yv ,,:,qAc 0 A G • ? � •"JB.r�!� 3t1S�~ ava�y ''.? E n —I �gx > co to CL z 'n u1N G� � 7 CL N N y I 14 LL C"� ►. I •t !u '.1xL •yr`� 3 V � elri ha4~ ��". �•c3e�muf0°' w I Ir I I I147=I N O O „ 'ro I', I I I h.,lal I 11 I' II I X0171 T7711 1 I I , llrr —7' .I� ' Y jw I„ T y r I I I I I I fu'III i 1 1 1 O O o o O o G o o O O O N S � d N • r'1 ^. V o m m n .o N ♦ N1 N .- o 0 o O O O O o O rw U t • r „ 3 .. iF � Y. � i7f i � Fi r✓v -� w 1 �r d I $ L m r c C L 4 S7 p G C! e L r pti I � � 3�� p > viM � r3�ssL•p „yy — - I •ti V � r� ° ; g m � �s3u aod ,aysE nn " b M ul 1.U e .r*y1 , 6, r��• 0 �' 401 9 I O' I Y y y�N AA M ? c�" o �ca ,ay E F' ^tea" 3y7 tz p F $ unwuaaanvo'y� �y W gI,S yQro9" ^ n, wa y w c� q r. 0 3 "'& 6y°1� d "ngo9y�y, °�j 'o n ' "r d N rj-vd ro Eu ° Lyu �r C,C� L tl E ct. :riy .. v '-' C:f!r1 4 � � V`T y�^ y,C .44{r. o; C� ` a 01� .I, lam. J ••�•• a. CITY OF 11GARD, OREGON n%VA,TE " {,fig•_EYT_ DEVELOPMENT PROJECT GENERAL INFORMATION SHEET 1 . PRUOECT No. : 11 , PRO,JF.CT NAME. DENNY'S R_E=UR_ANT_EX_T._�_W_Pf Tualatin Heights Service Dist.- ) i i . DRAWING (TITLE) .- Lesser Rd. AnnSsn. Sear dated: � � 2 --- ex--- - -Z_ _1__---_ IV PLAT (TITLE) . none dated: V, SITE LOCATION: 114 4,Ws-Capit4, T1Emrd; S.W. Multnomah County Line. V1. PRTMCIPALS (1) DEVELOPER: ..._-1IrYfil_Baia -- - --•--_ 32860 58th Ave. S. Address g_ypurn. Weeh. 98GU2 Phone (2) DEVELOPERS SURETY AGENCY: Address_-_—__.__._.._---------- Phone No.— Bond Nn.__._--___._.._.___ _____• Exp.. Date_._! (3) ENGINEER; __Tor beu&— ._-- __.—_-__----- Address --_, Phone (4) INSPECTOR: Phone No (5) PRIME CONTRACTOR: Addre4Q_--.. _ Phone No. (6) CONTRACTORS SURETY AGENCY: Address M_— _ Phone Bond No.__._ Exp. Dnte (7) SUB-CONTRACTORS: in�rrt : Gtrent, Sewer or Strout Liqht, CITY OF TIGARD, OREGON FQIVATrSEWER. EXTENSION PROJECT (P.W, ) Procedure Check List I. FILE INITIATED . . . . . . . . . . . . . (1) Supplementary sheetsattached . . . . . . . . �7c II SUBMISSION OF PROPOSED SEWER EXTENSION: (1) Pending City Council action . • • . • . • • . (2) Approved tentatively by City Council • . . 13 11: SUBMISSION OF PRELIMINARY CONSTRUCTION PLANS: (1) Flan check commenced (a) Revisions required, returned•to � 1S�r��2ruSL� deveioper (b) Stamped, approved for construct. on . . . . �• (2) Utility Company plana received . . . . Q.- (3) Served parcel, legal description received(Ex.'A' ) ?V. EXECUTION OF PROJECT DOCUMENTS, (1) Contract Documents Drawn- (a) Sewer Extension Contract Agreement Signed 1 1► /7 Z Contractor, Bonded 5 Liceq$ad with U g (2)�4t a1ments 8 d dii�le�pjey ��•L`�\R (3) Fees and paid R# e O (4) Permits & Licenses acquired . . . • . O (a) Approved construction plan issued ;�f.1..d. V. COMME110EMENT OF CONSTRUCTION . . . . . . . . . . . . • Note Inspection sheets and construction � _ Inspection check list (attached) for progress. VI. FINAL INSPECTION OF CONSTRUCTION . �y.t `'JA 3 l Oj . o 4 / 74/-73 (IF correction of deficiencies . . . . . . . E3 (2) Not accep Rb}a,__rynstruction deficient e . p "? All construction it mer �te.,enptiPb1a p VII. EXECI'TION OF ROTECT DOCUMENTS: (1) Maintenance Bon r¢p�d p (2) As-Built drawinq receive`a- w... . . . . . . • . . . 0 (3) Final report to Council . , I „ . • . O MA:NTENANCE BOND FXPIRES: • For extension of sanitary sewer service to parcels outside City boundaries. I August 12, 1972 Miss Vil Dain 32860 - 58th South Auburn, Weshington Dear Val: The Unified Sewago Agency has approved the request to process the sewaqe from the Denny's Restaurant; however, it is necessary to secure permission from the City of Tigard for utilization of their line. 1 have discussed this with the City Engineer and dm enclosing a letter for your signature initiating this request. Mr. Domrei's has requested a signed copy of this latter for his file. The Tigard City Council must approve !his procedure and will take about two weeks. If ;his letter meet; with your approval, pleasp Ogii anal mall directly to Mr. Hebert, Tigard Cit Enginepr. Very truly yours, Gerald V. Miller cc Mr. and Mrs. A. C. Johannesen 16020 S. W. queen Victoria Place Kinq City, Oregon 97223 32860 - 58th South Auburn, Washington August 10, 1972 Mr. Nick Hebert City Engineer F. 0. Box 23557 Tigard, Oregon 97223 Dear Mr. Hebert: I am in the process of developing a Denny's Restaurant between S.W. 64th and )5th Streets fronting along S.W. Coronado Street, which is abutting the Washington County line. A contract has been executed between Multnomah County and myself providing for extension of the present sewer to this site at my expense according to County specifications and design. On August 8 the executive committee of Unified Sewage Agency approved the processing of the sewage from this restaurant. Via this letter I hereby request permission from the City of T,oard to utilize that portion of the present line necessary for transportation of the sewage to the treatment plant; I also request establishment of the rate for the processing. Your early reply and approval of this request will be appreciated. Very truly yours , Vil Bain THIS AGRFFMF:NT, Made this day of , 1971, be- tween the CITY OF TIGARD, Hereinafter termed "City", the--Y*IP ED -31-WRAOE AGENCY OF wAsHjWfM4 ORE09NT hereinafter termed "Agenc,p", It, INC., hereinafter termed "Adkins", W ITN E S S E T H s W11FR:AS, the City owns and/or controls those certain newer trunk linea which nave heretofore been ronstructed for th( purpose of providink sewage ti-nnamission service from various arecs near the proximity bf-Bel fi. a.;e, including the lands of MWInsa as described on the attached sheet headed "DESCRIPTION" and designated i:xhibit "A", end by this reference made a part harrof; and WHEREAS, Adkins desires to receive sewnge trnnBmission and disposal servibes by the City mW the Agency who willing to provide suc,) services yin the terms and conditions hereinafter set forth, T&'R1,F)R.:, in considerrtion of thn fnrs-going premise and the tactual benefits to be derived by the parties, and the prom- less ant agreements herein contained, IT IS AGhIsiSD bj the parties so follows: (1) That the lnnds desoribed in Exhibit "A" 4a heretc at- tacned uaq be c,,arnected tot City's -cwpge transmission trunks eubje�t to payment by�f ►I- sewer connection charged as here established by/1VW Agen(;y, -end the Agency through its designee, the City of Tigard, will receive for treatment such sewage on the same terms and conditions and sulject to the same rules end regul� tlona as applicable to any other similnrl.y !dtueted land in Washington County. k?.) That as a condition of the use of tFje City's newer trunk li .ses, Adkins does hereby r_onnent to th^ nnnexation of said lands to the City of Tigard, and an order mai be entered at are time by the Metropolitan Boundary Review Commission accomplishing the annexation to the city of Tigard of the 1 ands described in Exhibit "A". (3) That t1,E? City does hereby agree that the lands described in Exhibit "A", with respect to which approval of plat and zoning has been authorized by Weahingtcn County, shall be developed in accordance with subdivision ordinances, coning corse find approvals of Washington Co+mty which shall remain in full force and effect after annexation to the same degree AA applicable pr.or to annexa- tion, and Adkins agrees to conform tn the requirvinento established by Washington County in all respocts. (4) In con3lderetiot. of the authorisation hereby grnnted to Adkins to connr-ct cnid tract tc the city's sewFlge transmission trunkc, Adkins agrees tr., pay to the City for all. time prior to the effective dntp of the annexation of sa'd tract tr, tha City, A aur• charge for the vto of the City's trnnsmission fncilitins, in eddi- tion to the applicable sewer carvice charge established ay and pbTable to the Agency, such additional chArge to be computed at Vie rate of Thirty-five Cents (tO.35) per dwell.inp unit, aR defined In Rate Order 70-12 of the Unified Sewerage Agency, per cnlendnr montn or any prrt thereof, said sum to be paid as And when billed by the City in the usual and customary mannyr. It is further understood end agreed that sp.id charge is levied for the ptirs,ose of recognizing that said lands will not be subject to texntion for City servi•ea prior to the effective date of nh7 oxo tion .:rni that euch reasonable rompernotion IR fixed in recognition of th? additional burden imposeo upon the City's tAx- payers throug;i providing service to the sold tract. (5) It in Airther understood and agreed between the parties that the lends Oc:,aribed in Exhibit "A" shall be and remain subject STATE Or OREGON ) 3 County of WE;fhington as. On this day o�: , 1971 personally appeared �TANL_Y L. AI)gIN9 and , who, being duly sworn, did ,,Y that they are the President and Secretary reApectivsly of STAN ADKZNS BUIZDER, INC., the within named Corporation, and that said i:istrument wns executed in behalf of said Corporation by authority of its Board of Directors= anJ each of said officers acknowledged said instrument to be the voluntary act and deed of said Corporation. 11efore me: Notary c or Oregon MY Commission expires: -4- in all respects to the rules, regulations, standards and liaitattms gatablished by the ordinances and orders of the Agency vied that the Agency will afford disposal services to said tract on the save terns and conditions and at the same rates as otherwise applicable to lands in the Tigard area. IN WITNg:,S WITBRFOF, this instrument has been executed in tripliohte pursuent to resulutions heretofore duly and legally adopted by each of the parties signatory hereto. 111IFTEL SEWFRAGL AGVNCY OF WASHINGTON CCUNT'l, OREGON a naon,'33'aFT o?' oun y om- missioners of Washington County, ns governing body of Unified Sewerage Agency CITY OF TIGARD, OREGON By: Mayor BY: recorder STIND At)RT14B HUILE)r 1, INC. HJ►t ren c_ent Byt . ecr� ary Muitszomalz C7ouazti� 'VraS'oaz To.. Date__.—.�'=1---- --Jim e__ 0-421 2--- WHILE YOU WERE OUT Phone----. FALLED D PLEASE CALL 9EE YOU WILL CALL AGAIN SEE YOU RUSH Message.-- 9 Pd- 57 By ' l C'3 I11D OF: PERMIT NO. SSP-9 I N V I T A T I O N T O B I D LESSER ROAD Annexation to Tualatin Sealed bids for the construction of 171cidhts Service District, will be received by hereinafter called Daveloper, at� Those bids will be opened at 10 :00 A.M. , P T, at the above address. Date The Developer reser•vos the right to reject any or all bids at his discretion. X1-:71_ Sllb lit 1::'.s Lid in the cpacc p:'ovided bolo;;. ITnit Prices shill be shown both written and num-3rically. Bids are requested on the numbs.red itemg only. _._ TTi1 UNIT PRICE hIfOU1IT lam` Cle •..:ancj & Site Care All RE:q.Lump Sum 1'o L C,inc S1 U:Ic1. Cu• Yd. Vol: Per Cu. Yd. $ $ 2 , Excavation, Trene". Uncl. 10�Q, Cu. Yd. 1'03^ Per Cu. Yd. $ $ 3' Sc:wer pipe, 8- Inch 1350 Lin. Ft. Fo. Per Lin. Ft. $ $ 4 . Sevier a Pip Inch 16 Li 6- _ :n. Ft. For Per Lin. Ft. $ Drain Pipe, Inch Lin. Ft. For Per Lin. Ft. $ $ Stnndard Sump Only For Per Each $ $ l:anhole, 'Type "AP , Only For. Por. Each $ $ Manhole:, Type "BP" Only For Pro: Each $ $ 6 . Extra Depth 12 Lin . Ft. Far .. ?-,r: r Lin. Ft. $ $ _7 ' _ Connection to Existing For --1-- s i INVITATIM TO BID (Con;-.inued) PEMlIT NO. SSP-•9 _ UNIT ITEM UNIT� - PRICL AMOU::T 6 . Tamperproo:-L Covers3 ..� Per Each $ $ For 9 . Bedding & Encasement '180 Cu. Yds'. For Per Cu.Yd. $ $ 10 . Granular Backfill 70 Cu. Yds. 10 .-Granular Per Cu.Yd. $i $ 11 . Conc. Encasement 20 Lin. Ft. For Per Lin .Ft. $ $ 12 . Restoration, Tyre I 10 _ Sq. Yds . 1',c. Cu. Yd. $ $ Far. ''�----- - 13 . Restoration, 'Type II 10 Sq. Yds . Foz Per Sq .Yd. $ --- $------ TOTAL: --- $ Submitted this day of ► 1972 . For �Lcr�nl iJarie of I'crson , 1'trm or By -- ----- 7\,21 must be completed bef.or 3 __• llatc) -2- 11 ., 1. .. 11:711W,",- .. . n la, ,,;- 1,I I ,' , i. fir, ,' i ,l_' l y r l M.. _ I I , ,ti%S, I - ',` i ,I,, ,till I 11 ,Ica','- i µ,;y . �r',1:1 . t ,, 1 4 9I , I , sF'.: ,,:. ,.. r r.a F - 9 .. 1 �. ,..' .. .. . . ... , ,. � i .eR..l,, .t ..a ...,. .. v V{,�,P _ ,„_ i , � ,. ., I . , ., { ., 4 .,.it,,tint y u . »,,..,: , .�. L W „ ... �-� ,.� � ,. - � :., .. :...' � ! � � I„-,I .. f -b '-.,t u. J � r.'. �:1 1l, n�� 'W!Iw.K♦wl.,>,I,!h•��MM� � .. ,4 ,,t ' xe, � � _ ._- .� ,. .,,... -.' , v ., ..:. �• ,::,':...�...,e,.�.l,,,a.....ii';ara�r•_f,..... �J.(Ilrifii..d,. � 4., i_. .d!114la'fu. d+�tlfAf8�4,.uG.Yas,.__.,..+�,94�a,�..A.l�r.�. ui4, Yrtt+w�.'9�k`6 +@ik�ilits�! )t+. �1!t�1+ �V" ., , . i�wa;ao-w.,w ,a. 4 ,a kuUm1P.;.,h�eh,u.;,•. i.. ,YMk e , �eauxw.s a✓ IMum u,{.av_te9-�t, , ik .e __,dScWrdJi4• a . .,..--. , "..- ' Y .. ... , ., ..•. .,•.. ..,,,.'•- •�. -.,•-... ..,-.. .,....,,,..,w..._..w %* � :,,,' v6,4wM5.d*-• ". .,pP:JAM,:.,�,IM.,.gge.,,q,rlly+✓, ••M•�MY ;r„ •,�y.. _ U t?+llt�+R'" , - ..!�✓ti` .r r'' .. .. •.k., _., _.. , _ .,. . ,• .a- ".++rM", apw r :k' I, ',,�. ,,. ,., .',,,," p• „ ,sa', }'R. .tll;p , 4 w �J. 1 nti ,9 t '. � °e tial, w .- i. , m . 4 .IIIIIl ,.,.._.,-_..•....-� . - _,._.-._.........,...,.._.....w..,.......,,...._...-..«,,..,._,._...-.,..-..��,....--,,,,...•.,_.... ....,.-,..............,.. ,.�-.,,..,,... _..« ..,«...........,...«....,r+•.•�...••- �••-+-•w.�...r...,,.,.,,,,..+•w.w.+.r......-..�.,.......w....-_..,.�,...+_•,... ,.» .,_._ ,,...�. ...+.r.w......��Y..... .,,.r..,,.,-.._,..._,-+.•__ ,...... •«s..r...�o«........r,.r,....•....�...,.+..r.•,....._..-.,.......�,w,...�.w.r-+.. . �/ rA ' / /, Mrs•w.+w•eww.�..w.•.w,•.mw,.••,•r..rs>.f•Mr•.•�+Jnr,rr:w,..•wlw.�rar..•n+•_+,.--.-...r..+.,-.. i •,.. !w • MULTNOMAH COUNTY Al Q•- t ,� : v, 4 v,'_��-1 �.;� ,•to ,.4e Z,-A-"c ;"6- ,, 7 DEPARTMENT OF PUBLIC WORKS ,,,�„ ,,., • ,,�►,-�� f�i�'' :fir c�!go o,� ,��.�`�t>.��' p / r� p �- ROBERT I- NORDLANDER OLIVER J. DOMREIS • p" °`0 �' f�`C �,1A L..•� R I �� t ; U �"� DIRECTOR CHIEF DEPUTY �P ",�.J.!' .t:['%'9.;�, /•3a'�y'9 ,moi'• ,1/!;' ��/'J`;�' *' I - i.._ - --_ - - _.__ _._ ��/� Ap /'� GHEEpw ` 4r,7 '.' z' ��- ` Com• , c• �r �E�_• Q�� p:n' rs .0 .�- � -�_ Q: + ---�� TYPE. I -� �/Q II �'�" /�iE" �/.�' � �...�.,, ,----., r�"'a�s%G'�'"..� _!7 I� p' "V.. f f P� swEEr� / /,err r �'r /r.','�v%'�;;� c: � ��,fc'� c�� sof' LE .5'E� /f''O. /VEX No. - o ',i . - ntityComputatiorls Quantity Comput at ion �. i r , 11.1 � �z•• 5,�1'�'a•� ��/,.:� ``}a .r I o11 1 ,sl�y,.-,�' � ea!' a %L a,i�,4-;r ,, A.Sph.Conc _ .1661 7 tons/ r .Y. 1 ' • .r, - '2 :rG7C.'(./ ��•,'�t 'ird:�.,;A'` ' ef,- ''*G" :� _ �..__. . _ irr,•ai�c-e' ,r t� +: .� 1 �c' • (.� r,kn Gk < r, / �_. ,) ..,.--------w•• -^- - o 1 �`' ., 9 4,3 C.�'./ 5•Y, 4 !! ,,� �-..E.. ..�a I.,ea ! Tr¢n h vU i d t h Trench Width �C��i� I�� , ,1 i / _ •t 11 . 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M Ot 62 •r & 9$ st �� _2;�A �._ _ i`. ,I tI fl �I /►1 Cl it II 01 • t "r .,"'"°t';,: MMI IIIIIIIIIIIINIII. "Opw ;, I, _. ..r. - • . . . . A %. i ' >� N 24 1 el JU , , �W n ,' _ r,." ,1117 n I „ Q� _ �'yr T il,t lP aY (: M, YI `II 'i 1 I,rr, y I� 4 . a1 }sai 1 i � nw INVI'2,1TION TO BID (Continued) PERMIT 140. SSP-9 G E N E R A L repres(,nting at• least two rellable principles, Hereby as :s ,':caras for construction of a sanitary sewer line or part thoreof. This line is for connection to a sewer system. The '.ocation is as shcwn on the 1)In11. . All of the sewer construction work will be under the control and inspection of the Multnomah County Department of. Public Works, and their �;,',•1 Y1 r��r.i (;r�ri Fi r-ifi_nr n , thnir Ct+r.rl-_'nt-1,v n(-contn(1 standard of nriterlalt; incl -iork , and the following Special Provisions r fall (;^vern: Payment for all work covered under this Contract will ))e made by:.— _ , subject to the cZCCC'.))' itJ1Ce G t A1C woo : Jy MU tnorl,� County. SPECIAL PROVISY011S AND SITE CAPE clork to hc, Dona The Contractor shall perform t) clearing and cleai)n(i-up work rc:c�tti rr:cl to bring the entire project to a condition sat•isf.•,:ct,�?_y 4.n ri rt--.pects for the con.;tructi.on of the project and, upon completion of the project, to leave, t:)ie er tine project in a clean, neat condition fr(.n from all lits:er, dc,),r s and extraneous matter. 1?,:,s1ocation of t.ic struoin hcd no shown on the Plans vrill be i.neluderl under thic7 ).yid item. f 11 7'he clearing and cleaning-up work shall be performed in conf:orn-- ance to the Stancleird Specifications , including particularly 1A•✓ision section 1, and Article 2 .1.9 of the Supplement. -3- INVITATION TO BID (Continued) PLRjIT NO. SSP-9 TRENCH MXC11VATION AND BACKrILL Iork to be Done The Contractor. ch-all furnish all equipment, materials and lab:+r for the excavation to the limits shown on the flans or as ordered by the Director. Specifications Any boulders or rocks over 9 inches in their largest dimension LlLilL Il"y bu zhall be sorted out and di sposod of ins waste material. This is inconsistent %,,ith the r.ecluirement that the bachfi.11 be placed in 6- inch layers , but only in dimension, as any large boulders shall be placed alone and the space around them carefully compacted by mechanical means . All bathfill shall be thoroughly compacted by mechanical means to 99.-s i-oriximum density as measured by the modified AASIIO Desig- nation T-99 . Native material will be used for bac,.fill with any oversize boulders and rocks removed. Pipe bedding and encasement is covered under that heading. Omanti-k:ies for trench excavation, pipe bedding and encasement, will be Calculated and paid for on the basis of neat lines as planned. Any over.-dic19i ng and the consequent necessity for extra backfill or ourfacinq shall be the responsibility of the contractor and will not be paid fcr past the neat lines as planned or as ordered by the Director. . . The trench width from Station 0400 to Station .1+10 shall be limited to a m_ axi.mum width of 2 .5 feet. Typo III beading and encase- -F shall bc: rc;Tuirr.d in this Name area. Puy quantities will be deterinined as 91atud hereinafter. Where the tunnellinq method is used and not specified to place )pipe, no special compensation will be ridge other than the standard payment for an open trench, thoucrh the bachfilli.ncl shall be clone as specified for pipe uncler pavement in Section 2.25 .11 on Page 123 of the Standard Specifications . Any ndditional site for stockpiling excavated materials that cony be unod for backfilling shall be procured by the Contractor and all the costs and responsibility regarding the use and the cleanup of the: site shall be assumed by him. -4- JNVTTATION TO nTD (Continued) 1'EMIT 140. SSP-9 TRLrICII EXCAVATION & BACKPII.L (Continued) s2eci.fi.cations (cont'd. ) )ixcess materials shall become the property of the Contractor at the point of excavation and shall be disposed of by him outside the limits of the project in. a manner satisfactory to the Director. Trench excavation in cubic yards shall be paid to the widths as shown on the Plans ,. wh ch is 2 ,5 feet for 6" pipe and 2.7 feet for F" for each 1'c; .c.ytivc pipe, size . IIorizontnl shall he measured from center tc center of manhole or to the end of pipe, whichever combination is applicable. Vertical measurement will be the differcn--e bet%,,,-.en natural ground elevation and flow line of the pipe . i;xcavation required for bedding shall be included in the unit price bid for beddincl . 1:xcavation required foi manholes and concrete encasement is understood to be included in the unit price bid for those respective GRANULAR TIACT',MJ, Work to be Dome The Contractor shn11. furnish, place and thoroughly compact the granular backfill. This i_tern shall be used only when and as ordered by the, Director. f�ci„fi.cati.ons 'this inateri.al shall consist: of: 1-1/2"-0" crushed aggr.egnte, Ind Fzliall bc: used for backfilling wherever ordered by the Director. This mat'ey:ial shall bo placed and thoroughly completed as specified in t:hun,e Spec-al vrovisi.nns for trench excavation and backfill. The basin of measurement and payment shall be by the cubic ylyd measurod to the neat lines of the trench and the measured depth of the backfill. INVITATIO:i TO I3ID (Continued) PLRMIT NO. SSP-9 )3EDDINC PAD DNCrMMENT Materials for bedding and encasement of the pipe in rock excava- tion, and to prov'jor, proper support for the pipe in unstable trench materials shall be provided when specifically ordered by the Director. . Material for this purpose shall be: 1, 1-1/2 inch to 0" crushed rock or gravel, uniformly graded. Compaction will be done a5 set forth in these Special Provi- Pions for trench excavation and backfill . I3r �7c?i.tZ9 111fi enc.,1,;.r,.'tent materi�nls will. be paid for on the comput.-d ti net vo -P. in cubic yards bayed on the net trench 'widths, as specified, the compacted depth of material placed in the respective sections of the work, and the lineal trench length as provided under payment for "Drainage Excavation" . Ivrea occupied by the pipe will not be paid for. Tho unit price hid for Meddinq Mid Encasement Materials shall include all excavation below flow line of the pipe req!;ired for this item. TYPYI I. ROAD RL'STO}?JMON Work to he Dine The Contractor shall resurface with asphaltic concrete , the required %,idth of tilt: roadway or driveway in the locations shown on � the Plans or as otherwise indicated by the Director. 6} eci.f:ications .The bitumi.nous surfaci.nq shall. be constructed to the thickness of three: (3) inches, and shall consist of modified Class "C" Asphaltic. Concrete, applied as Specified in Divi ,ion 2, Section 15 of the Stand- ' and $pecii:ications , and manufactured to the follo!,•.ing specifications: SM LIMITS Percent nge of. mixture 1/2" -- 1/4" 14 - 33 " o " 1/41f _ 1_0 24 - 42 " " n 10 - 40 16 - 26 40 - 200 5 - 19 u u u Pass 200 3 — 7 Bituminous Gement 5 - 7 -6- t� i E C INVITATION TO I3ID (Continued) L',",1IT 110. SSP-9 r TYPE I ROAD PES'IGP7. TIOII (Continued) Mix Formula and Tolerance, � After the mix formula is established, the several constituents of the mixture furnished shall conform thereto within the following . tolerances, but always within the above limits of proportions . Designated sizes of aggregate - four (4 .0) percent, aggregate passing number 200 sieve - taro (2) percent, bitumen - one half of ; one (0.5) percent, temperature of mixture - twenty (20) degrees rahrenheit. Oversiye aggregate shall not exceed three quarters (3/4) inch. TYPE 11 ROAD M'S_ 'OIs,TION Work to be Done The Contractor shall backfill th�i trench with crushc,c'. ,aqg lr.e- gate as indicated on the Plans or as ordered by the Director. 11 Specifications The material and compaction requirements will be as specified for the crushed material in Type I Restoration. Measurement and payment for Road Restoration and Trench Back- fill shall be made at the unit price bid. The price bid shall include all costs of cutting, removal and restoration of pavement, placement of cruslacd aggregate and offsite disposal of waste materials as required, t?o compensation shall be provided for pavement damaged or mutilated by the Contractor's operations outside of the specified limits as shown or. tho Plans . The constants shown on the Plans under the heading "Road Restor- ation" are for the Contractor' s use in determining the amounts of materials required. Payment at the unit: price per square y-.rd is understood to be full compensation for all. materials, equipr.--nt, labor and all other costs necessary for the satisfactory completion of the work under these provisions. -7- INVITATION TO I3ID (Continued) PEIZ]IT 2�U. ^SI'-9 CONCRETE SE]%TR PIPE Work to be bone The ^,ontractor shall furnish and install concrete sewer pipe at the location shown on the Plans or as otherwise ordered by the Director. specifications All concrete sewer pipe shall be AST-I C14 Extra Strength with rubber -joints. Thd lenoth of each, pine , method of manufacture and the rubber gasket joint shall be approved by the Director before being used. Supplemental recommendations of the pipe manufacturer are to be used when necessary for the successful installation. All rubber joints shall conform to AST;•] C .443 . The Contractor shall use materials and provide workmanship in the server and all of its appurtenances that will holel l.ow presst!re air test to the rates shown under that heading, also, in bidding this work, he concedes that the rates are fair and that lies ciAn meet them. One-ei.ghth (1/8) bends , wyes , tees and Stubouts installed in tl;e line V-ill be paid for as specified in Article 2 . 15 . 12, pace 123 of the Standard Specifications, namely by increasing the pay length of the pipe by four. (4) linear feet of pipe of equal diarieter. Tic., price shall. include a good , safe watertight pluc1 ca,i1y removable , and any bracing necessary to hold the complete item in place. Stubouts in manholos %•+ill be paid fo): the same as "]?yes" or "Tens" and shall inclucle a plug or cvp as spoci.find above. Stubouts: will consist of a bell end section of the appropriate size pipe approxi- mately 14 inches long overall from the inside of the manhole barrcll to the end of the bell. Nouse branches , shown on the Plans , are symbol.. -,. These arc to be field located and installed at the time of construction .at the places and of the type designated by the owner and/or the i)irector. Nouse branches shall he installed to connect every existing plumbed building that can be served and will. not be limited to build- ings, but shall be installed at other locations when direct-od . INVI'I'ATIG'] To BID, (Continued) PEIV-1IT 110. :,SP-9 CONCRETE SM"'ER PIPE (Continued) The basis of measurement and payment for installing sewer pipe , as specified, will be as set forth in Article 2. 25. 12 of the Standard 6pecifications , except as follows : The pay length for each sewer shall be understood to be the horizontal length of the sewer from center of manhole to center of manhole or center of manhole to end of pipe, or end of pipe, whichever combination may be applicable . Slope measurement will be paid for all sewer pipe on grades of 14 perccrit or. over. f I14VITATIOI TO IIID (Continued) PrRMIT NO. SSP-9 CON METE IMANHOLES Work to be Done The Contractor shall construct concrete manholes of the type and at the locations indicated on the Plans and at such other loca- tions as the Director may designate. r. Specifications The manholes .shall be constructed in conformance to the Standard ° 2 , for such variations as are shown on the Plans or specified hereinafter. The manhole covers and frames shall be set to the grade designa- ted by the Director. The basis of measurement and payment for the construction of rnanholos , as speci.fiod, will 'be as set forth in the Standard Speci- fications. ' I'ytra Depth of Type "ISP" concrete manholes shall bc-- paid per linear foot as a separate bid item. Standard depth .is con,i.dered ; to be eight- (8) feet to the flow line . I TAt•iPER>,]201)r COVIiP.S Work to be Done i. The Contractor shal). furnish the altered cover and manhole frame for tamperproof cover VS shown ort till Plan,,, . Spec!fications The tamperproof cover shall be standard vented covers and shall be secured %..itli two (2) pentagon head bronze cap screws as detailed on the Plans . The pa% "or this item it understood to be for the difference in costs of furnishing the required standard frame and cover for tamperproof construction in lieu of the standard-* frame and cover included in the unit price hid for the manholes . -10- INVITATION TO I3ID (Continued) PETMIT NO. SSP-9 _ C014CRETE PIPE ENCASI]MENT Pork to be Done The Contractor shall encase the sewer at the locations, indicated on the Plans and at such other locations as designated by the Director. S2ecifications - The pipe encasement shall be constructed to the specifications detni.lod on the Plans. COINNECTION TO EXISTING 14ANIIOLE P1orlc to be-Done- The Contractor shall furnish all equipment, labor and nater.inls required to make a neat and workmanlike watertight connection to the existing manhole designated. ��eci fic�-rtions The Contractor shall perform his work in such a manner as to maintain continuous service in the existing facility. fie shall also exercise cE111tiori to keep debris from entering the existing system. Payment shall be made at the lump sum price bid and is undeL- stood to include everything required for a connection acceptable to the Director. �1.1- INVITATION TO BID (Cont-nued) PI;I?JIIT N0. SSP-9 LOW PIZESSUP13 PAR TESTING The Contractor Shall furnish all facilities and personnel for conductinc; the test under the observation of the Director. The equip-Acrlt• and per_.on� nel shell be subject to the approval of the Director. , The Contractor may dcsire to mace an air test prior to backfilling for his own purposes . However, tho acceptance air test shall be maclo after backfilling has been ca-,ipleted and compacted. All wyvs , tees or end of aisle scver stubs shall be plugged with flexible-joint caps , or acceptable alternate , securely fastener] to wi.thsta7d the internal test pressures . Such plugs or caps shall be readily rei;iovabl.e , and their rerloval shall provide a socket- suitable for makincJ a flexible- jointe,d lateral connection or extension. xmmodi.ately following the pipe cleaning, the pipe installation shall_ be tested with lo:•1-pressure air. . Air shall he slowly supplied to the pluggoO pill^ iristallati.on until the internal air pressure reaches 4. 0 pounds por square inch cheater than the averacie back pressure of any around v.ater. that: May submerge the pipe. At least: two minutcs shall be tall.o,:ecl for temperature stabilization bef:oro proceeding further. The pinnline shall be consi0ered acceptable , when tested at r) fiver. nge pressure of 3. 0 pounds per. square Xnch greater than the Ecvcrage back pressure of any ground water that may submerge the pipe , if: (1) the total rate of air loss from any section tested in its enti.rcty he t.:recn marrliole and c1canout structures docs not exceed 2 . 0 cuir, feet pear rinu,.c , or. (2) tho section under tort does, riot: Jose air at a rate greater. than 0.0030 cubic feet per minute per square foot of internal. pipe surface. The requi.rcments of this specification shall be considered satisfied if the ti.nu: r.cqui.red i.n sr.conds for the prossur.•e to decrease f:r.oin 3. 5 to 7. . 5 pownds per square inch greater than' the average back: pros sli,.e of Lilly ground water that inay .,iAnii-o go the pipe is not, less than that computaci according to the attached pago entitled, "Recommended Proeccl ire for Conducting Acceptaric, Test" . if tho pipe installation fails to mret the>c requirerients , the contractor uha1_l cletcrmi.ric at hif; o•:rn expense the source or sources of loakacje , and he shall. rcpai.r (if the extent and type: of repairs proposed by the contractor appetir reasonable to the -Director) or replace Fill dcfect:iv0 P.iatcrial.:, or t103-1:111;uIr7,hip. Th0 c071pletacl pipe inrU111ati.011 sitrall the r:cduirc:I:Icnt.s of this test , or. the <<l.ternative. a;ater infiltra•- . t:i.on or exfiltrat-ion *tart , before bring considcr.ed ricceptable , INVITKNON TO I1I1, (Continued) PE MIT N'O. SSP-'9 '1ESTING_l'niIM-l"tI_i' AND PROCEDURE The: co:lt-r.actor shall furnish all necessary testing; equ.Lpment , and shall. perform the tcst:S in a manner satisfactory to thr. l)ixcctor. Any method of testing which will provide readily Observ- Flblc and reasonably accurate neasurcments of leakage under the specif1ed . conditions will be permitted , but the method of to,ting; must be submitted , to the Uil*ccto)- in writing and approved in writing before being made. TRIAL TES:' The first section of pipe , not less than 300 feet in length, installed by each crew shall be t-bstcdl in order to rtlaJ.ify the crOV., and/or the material and succos:cflll installation of this first: section shall be pr.crcc,uisi.tn to further pine installation by the crew. MOUNT O)' TESTING PQM SAT 101-1 Testing shall. be performa; at any time during the construction process th�:t thr: i)ire:ct.or. nlay order. lie may also require any I --tion or every portion of the project to be tested, or to be retested af:t.er backfill ; ho---;ever , for. III original testing ill excess of 40% of. the project footage , an alJoviance of $0 ,08 pc!r foot for low pressure air tc:st:ing , $0 . 10 per foot for irlfiltrat'ion testing , or $0 . 18 per foot for eNf:i.l1-1r01'.3.011 t.eSt5)-,g r;i.11 be made. No additional payment will ba nl7de for retesting after repair S , nor for retesting after bac}:filling N;lloll such rot.c:sti.nc1 disc.lo:.ec; the necer;Sity for repairs . lloarever. , whoa retesting after. backfilling proves the installation to be satisfactory , . paymont. will be made at the above nates Tests made by the Contractor on his choice , unless the act of test.ind is approved by the: Uirr_ctor. , wi.1]. not he included in the required tr.sting nd�r. wi 1J. pr�y r"Ont be madle for them.t('stin 13 •- W, w i y1 O nr�� r o � .9 L) I �. �I x C W H F 4 •n c, m m n ,o s � � ^� ,o ,nO V O O x Y. b W x ad 'f Y I r� x o u ti� o N N y y a c 1 I s 116 41 N o :4 N CL y 00 O d 7 g g NSM 3 9 °o w � $ a ^+ 4 x.. 7j n m - o y H D r 'r L Cl 7 G v W y �y p ANO N 0 •f�• N L olua v f H cit m U F 9 o > wroa 3 � — 'o v N b * C n'a 3 ti 0 D a ti.�'. o s r y 41� [rI � � So , y eN��5 � aNa °J u„ eV�1 ' 42 9 ou l O IQ,79 O tea' a v m n 'O i. ri ❑ C I 'h ro u Op a � w 9 o3 of � 'F;. p�p � Is: " 4 : E sU CL l"cv .: g�;ri•G � 'n .�: M vi ��o y a�' � Q+ ., $.~,k U 3� a.- S3HJNI NJ H313HVIQ 3d id OD h N O OD T 0- o o a op p i O Y O O 00 0 8 0 r0+0 0 N O of m N n r U to O ►n f cn N IM7T' w � F U. U O 0000 O O O O a O L% O n W m 14 fn N 0°'co P iD 0 cl Cl a o O o 0 0. 0 0 0 0 cid d a 1 s3A NI H1 ON31 0 0 O O p In O in O -j O lT OD in f rf C N •- •- ,1►��111lYl�WtM11.I�,ll�Y►I►Il►111111I��,l,FYI,Wd,l,j41L1LLtlt�lllll,l,�.111��►I.l�I► I�.0 I, III ► I � , r I IMEMMM wqj ITIVITATTO'N TO BTU YEMIT 140. SSP-9 PUBLIC UTILITIES The following it; a kno,.-m list of the ut-Jlities within the );icjht of Way of this Project - Portland General Electric CO. Pacific North,.--,est Bel]. Pacific Pm-mr & Light Co. Northwest Natural Gas Co. Valley View ;Mater District It is Very possible that may exist , and if this is the ca-se it will be the responsibility of the Contractor to notify those in charge of the utilities no that they may be novcd. It is also the duty of the Contractor to see t1jzt all ulcilities are out of the '%..,ay of con- struction be ore ho' starts worl: and it 'is advisable that he contact the oper aull-horiticn, of tic Li'.-jji16-ios jnv-olved, making lmm-,m to them his, p1mir, of operation so that there will be no conflict betwoon the different parties. S U P P L E M E N T Article 1.1. 1. Definitions of Terms. Insert the following Terms and Definitions : C.A.P.A. - Columbia-Willamette Air Polluti(,:+ Authority. O.S .H .D. - Oregon State Highway Department. "O.S .H .D. Standards" - The terms , directions , provisions and requirements as set forth n the current issue of the "Oregon State Highway Department Standard Sp.!cifications for Highway Construction" , together with all supplements and addenda applicable `:hereto. Article 1. 3.2. Contractor to Furnish Bond. Insert the following as the second paragraph : The. Contractor shall, as a guarantee of the workmanship and material used in the construction , continue the "Performance Bond" it effect for a period of one (1) year after the date of the final payment to insure his performance of any maintenance or replace- ment work required by the Director. Article 1. 3. 8. Contractor to Submit Proposed Work Schedule . Add this as a new Article; Within 15 days from the date of notification by the Board nf. County Commissicrners of Multnomah County that the Contract is ready for signature , the Contractor shall submit to the Department of Public Works his proposed work schedule. Approval of the work schedule by Multnomah County will be rcuuired before authorization is given by the Director to commence work on the project. Should the Ccntractor fail to submit an acceptable schedule within the above prescribed time, M.iltnomah County may , upon written notice to the Contractor, elect to commence assessment of the work- day charges . All costs incurred in preparing the above work schedule shall be understood tL be inclidec in one or another of the various bid items . 1 SUPPLEMENT (Cont'd.) Article 1.4 . 7. Provisions for. Traffic. Insert the following as the second and third paragraphs : It is understood by the Contractor that the Work to be per- formed under this Contract is to be performed without at any time closing the existing County road and existing public roads involved in the new work to traffic , except for short periods of time as deemed necessary. No Work which interferes or co::flicts with traveled Roadways shall at any time be commenced or performed uz►til a plan for the satisfactory handling of traffic at the place concerned has been worked out, and has been approved by the Director. Article 1.4.10. Contractor to Provide Weigh Scales . Add the fol lo•�inq paragrapi.s : The use of a platform type weigh scale of length sufficient to permit the weighing separately of each of the axles of the hauling vehicle will be permitted, provided that the scale and its approaches are in a horizontal plane of suff.iciAnt length to accommodate the full length of the hauling vehicle at the time of weighing. Accompanying platform acal.es provided by the Contractor, the Contractor shall furnish one sQt of standard weights consisting of eiqht 50-pound units which sha.l be checked and stamped for accuracy through the State Sealer of ::eights and Measures. The Contractor shall be responsible for maintaining the scales in accurate condition at all times. If material is wsighed on public scales , a representative of the Multnomah County Department of Public Works will be present at all times to perform the weighing and to check and compile the daily record of scale weights. 2 SUPPLEMENT (Cont'd. ) Article 1.7. 15 . Responsibility for Damages. Add the following paragraph : It shall be prima facie notification if a valve, valve box or utility meter is visible under ordinary conditions , marked by a stake Or a reference stake or is pointed out to the Contractor or his representative. The staking and pointing out by an e:aployee of the utility will have the same force as if it were done by the Director. So, under these conditions , the Contractor will be fully responsible for damage to these items as stated above. Article 1.7. 33. Restrictions on Haul . Add this as a new Article : Under no circumstances will the Contractor be permitted to haul and/or move any equipment, supplies or material over any street other than a paved city street, a county road or state highway. Under the provisions of this Contract, the Contractor will not be allowed to use any earth moving equipment other than tru_ccs far hauling excavated materials over public roads and streets outside the l:bnits of this project. Article 1. 8. 1 . Subletting or Assignment of Contract. Delete the third paragraph and substitute the followincl: If the Contractor is unable to perform all the w,-r.k called for in the Specificationr3 with his own organization , and proposed to sublet any part of the work , he must submit a list of the Subcontrac- tors with his Proposal. A sheet for this purpose is included with the Proposal . Failure to comply with this requirement could con- stitute cause for rejectior, of hi;; bid. 3 aUPPLIMFNT (Cont 'd. ) Article 1. 8. 4A. Minimum Wage Rates . Add this as a new Article : The attention of the Contractor is directed to the insert bound herewith entitled "Multnomah County Requirements Relating to Pavment of Minimum Wage Rates on Public Works" , the provisions of which are applicable to the work performed under this Contract. Article 1 . 8. 8. Right of Commissioners to do Work . Delete the last paragraph which is out of context. Artie e 1.9 .2 . Ftc:ans of Determining Pay Tonnarle , Insert the following as the second and third paragraphs : The determinatio.i of pay quantities shall be made by weighing the materials in the hauling -ehicles as loaded for direct delivery of the materials to the place of their incorporation in the work . The determination of tare weights of each hauling vehicle and the determination of the weight of each loaded vehicle shall/be to the nearest 10 pounds . A "Ton" is understood to be 2 ,000 pounds avoirdupois . Include "Crushed Aggregates" in the description of items in the new fourth paragraph. Article 1.9 . 5. Alteration in Details of Construction. Insert the following as the third parLgraph : If the work involved is measured on an "All Required" basis and bid on a lump sum basis , the adjustment of the lump sum for the increases or the decreases will. be based on a theoretical unit price determined by dividing the Contractor's lump sum bid price by the estimated quantity of the item as shown in the Special Pro-•isions . 4 SUPPLEMENT (Cont'd. ) Article: 1.9 . 7. Payment for Force Account Work . Delete the entire Article and substitute the followinq : When extra work is ordered by the Director to be done on a force account basis , work so done and accepted will be paid for in the following manner: (1) Labor - For all labor, including equipment operators , and for foremen in direct charge of the specific operations, while erigaged directly upon force account work , the Contractor will be paid : (a) The actual. wages paid to said laborers and foremen when such wages are paid at rates not exceeding those for comparable labor currently employed on the project, or recognized current prevailing rates in the locality of the project. (b) The actual. cost of industrial accident insurance , unemployment compensation contributions and social security for old age assistance contributions incurr-el or required under statutory law and these Standard Specifications. (c) The actual amount paid to, or in behalf of, workmen by reason of subsistence and travel allowances , health and welfare benefits , pension fu.id benefits or other benefits , when such amounts are required by collac;ive bargaining agreement or other. employment c�onzr•act generally applicable to the classes of labor employed on the work. (2) Materials - For all materials actually used in the work , in accordance with the instructions of the Director, except such as are to be furnished and paid for under rental rates applicable in connection with the use of equipment as hereinafter provided, the Contractor will be paid the actual cost thereof to the purchaser, whether Contractor, Subcontractor or other forces , from the supplier t ;ieof, including transportation costs to the job site; subject to the following conditions : (a) If a cash or trade discount is offered or i9 available to the purchaser, it shall be credited to the County, notwith- standing the fact that such discount may not have been taken. (b) 7f materials are procured other than by direct pur- chase from and direct billing by the supplier, the cost thereof shall be deemed to be the price paid to the actual supplier, less discounts , as determined by the Director. No markup other than actual handling costs will be permitted. S SUPPLEMENT (Cont'd. ) Arti_;;le 1.9 .7. Payment for Force Account Work (Cont 'd. ) (2) Materials (cont'd.) (c) If materials are obt?ined from a supply or source wholly or partly owned by the purchaser, the cost thereof shall not exceed the price paid by the purchaser for similar materials furnished from said source on contract items , or the current wholesale price for such materials delivered i.o the job site , whichever is lower. (d) If the cost of materials is determined by the [`rector to be excessive , then the cost of such materials shall be deemed to be the lowest current wholesale price at which such materials are available in the quantities concerned, delivered at the job site , less any discounts offered or available . ( 3) Equipment - For the use of equipment, the Contractor will be paid in accordance with the general provisions and conditions and at the rental rates set forth in -he Oregon State Highway Department 's current official published document covering rental of equipment used in force account work in effect at the time the equipment is in use. For the use of equipment not listed in said document, the rental rates shall be as agreed to in writing between the Contractor and the Director prior to use of said unlisted equipment . A current copy of the above publication is on file at the Departr."rt of Public Works office , 2115 S . E. Morrison Street , Portland, Oregon , 97214 and is also on file at pertinent area offices of the Associated General Contractors of America. Copies of the current publication may be obtained on request to the Oregon State Highway Derart ,ent , State ifighway building , Salem, Oregon 97310 . (4) Special Services - Under agreement by the Director and Contractor, it may be determined that a certain item or service under force account work cannot be satisfactorily performed by the forces of the Contractor or his Subcontractors in which case such item or service may be performed by a specialist. Invoices for such item or service on the basis of the current market price thereof may be accepted without complete itemization of labor, material and equip- ment cost when such itemization is impracticable or not customary under the circumstances . Where the force account work necessitates faLrication or machining work by the Contractor away from the joh site , charges for such work may, by agreement , be accepted as a specialist billing. The specialist invoices shall show credit for cash or trade discounts offered or available the same as applies to other force account work , but shall not include percentage or other markup to cove the Contractor's overhead charge or profit. 6 SUPPLEMENT (Cont'd. ) Article 1.9 .7. Payment for Force Account Work (Cont 'd.) (5) Percentage Allowances - To the actual costs enumerated and limited above , amounts equal to a percentage of such actual costs will be allowed and paid to the Contractor. These percentages will be as fellows : Under (1) Labor 20 percent Under (2) Materials 15 percent Under (3) Equipment 15 percent Under (4) Special Services 0 . t) percent The percentage allowances made to the Contractor in ac-iordance with the terms outlined above will be understood to be reimt,urse- ment and compensation for all superintendence, use of tools and small equipment, overhead expense , bond cost, insurance premiums , profits , indirect costs and losses of all kinds , and all other items of cost not specifically designated herein as items for which payment is to be made , whether the services , costs and other items involved are furnished or incurred by the Contractor, by the Subcontractor or by other forces . No other reimbursement, compensation or payment will be made for any such services , costs or other items . Should any percentage allowance or other corresponding allow- ance be made by the Contractor to a Subcontractor or to others , in connection with force account work , such allowance shall be at the sole expense of the Contractor and the Contractor will not be reimbursed or otherwise compensated for the same by the County. 7 SU'PPLLNLEN`i' (Cont'd. ) Article 1.9 . 10. "Monthly Estimates" . Delete the first and second paragraphs and substitute the following: At a regular period each month, the Director shall make an estimate of the amount of work done since! the previous estimate and compute the value thereof and shall file a certificate of the amount due the Contractor under the Contract with the Board of County Com- missioners for their approval. Partial payment shall be allowed and made on Contracts, based upon estimates prepared and certified to by the Director. An amount equal to not more than five percent of the Contract price of the work completed may be withheld as retainage. No such partial payment shall be construed as acceptance or approval of some of such work or waiver of arty defects therein. The County may reduce the amount of retainage on the Contract to less than five percent of the Contract price, if the resultinq retainage will be not less than 200 percen'-. of the estimated value of the work that has not been completed or if the Contractor deposits with the County, in lieu of the retainages , bonds and securities of equal value of a kind approved by the State Treasurer, including , but not limited to: (a) Bills , certificates , notes or bonds of the United States . (b) Otner obligationtj of the Onited States or its agencies . (c) Obligntions of any corporation wholly owned by the rederail Government. (d) Tndebtedness of the Federal National Nor.tgage Association. The. County shall pay to the Contractor, interest at the rate of one percent per month on the final payment due the Contractor. , Lnteres; to commence 30 days after the work under the Ccntract has 1)een completed and accepted anc, to run until. the date when the final paymtn , is tendered to the Contractor. The CC,)ntractor shall notify the Director in writing , when he 7onsiders the work complete and the Director shall , within 15 days after receiving the notice , make a written reply that the wer)- has been accepc.ed or state what work remains to be done under the terms of the Contract. Tf the Director does not, within the time allowed, notify the Contractor of worn yet to be performed, the interest provided by this subsection shall commence to run _10 days after the end of the 15-day period. 8 SUPPLEMENT (Cont'd. ) Article 1. 9.13. "Payment for Completed Work; Semi-Final Lstimate" . Delete the entire Article, the provisions of which are no longer applicable„ Article 2 , 1.9. Disposal of Materials and Platter. Delete the first and last paragraphs and insert; the following as the first and second paragraphs : Except as otherwise specified or directed, all trees, snags , logs , stumps , brush , boards , timbers , sticks and other refuse from the clearing operations shall be removed from the project or disposed of by a chipping operation. In the chipping opera-.ion the materials shall be reduced tc chips of one-half (1/2) inch maximum thickness and may be disposed of by uniform distribution on the ;urface of the cleared area or in some other manner satis- factory ' the Director. The right of way and adjacent areas shall. be left with a neat and finished appearance. No accumulation of flammable material shall remain on or adjacent to the right of way, with the exception that trees too large for chipping may be cut in four ( 4) foot lengths and neatly stacked at the right of way line for the use of the adjacent property owners , when specified in the Special Provisions . Article 2. 1. 16. Measurement and Payment. Acid to the first paragraph; or "Clearing and Site Care" . Delete the last paragraph and substitute the following : The amounts to be allowed as partial payments under clearing and grubbing or clearing and site care shall not exceed the reas,an- able vale%� of the work actually performed, as estimated by the Director. 9 t SUPPLEMENT (Cont'd. ) Article 2. 3. 3. removing and Breaking Down Structures . Delete the first paragraph and insert the followinq : All cuts through portland cement concrete Pavement, walls , curbs , gutters, driveways, walks and similar structures , at loca- tions where the adjoining part of the structure is to be left in place, shall be made by the use of a mechanical. cutting device utilizing a revolving abrasive disk as the cutting medium. All cuts shall be clear., straight and vertical, made to lines desig- nated by the Director. If, in the opinion of the Director, the original cut does net provide the desired neat lines, successive cuts shall be made until the desired result is obtained. The additional cuts and additional concrete required as a result of undesirable cuts shall be furnished at the Contractor's expense. All cuts made and left exposed shall be as neat as practical and shall be finished by plasterinq the %exposed surface where ordered by the Director. Article 2. 28.4. Portland Cement. Add the following paragraph : The total alkali content of the cement used in any County project shall not exceed eight-tenths (0.8) percent. Article 2. 28.9. Classes and Proportions of Concrete Mixtur.ps . Add the following paragraph : All. concrete used in County construction shall Pass a minimum compressive strength test of three thousand ( 3,000) pounds per square inch, at twenty-eight (28) days , unless ol_he mise stated in the special provisions or ordered by the DirFctor. 10 W-K SUPPLL'MNT (Cont'd. ) Article 2. 28. 10. Quantity of Water and Consistency. Insert the following as the second paragraph : The maximum allowable slump for all concret►� used in County construction s all be Eour (4) inches , unless changed by special provisions or otherwise ordered by the Director. Article 2. 28. 13. Foundations . Insert the following as the third, fourth and fifth paragraphs : Any additional excavation required for the placement of the concrete is understood to be included in the unit price of the item and no additional payment will be made. In addition to the provisions of Article 2. 36 . 4. , embankment areas shall be compacted to conform with the density requirement set forth in Article 2.4. 18. , or shall be constructed with rand, as the Contractor may elect. Any area for concrete construction which has been excavated below the design subgrade shall either be filled with wet sand or have the concrete poured against the undisturbed surface, as the Contractor may elect. No payment shall be mage for the additional materials used in ei-.her of these methods . Article 2. 28. 16. Handling, Placing and Compacting Concrete. Add the following to the third paragraph : Jo concr^_-e shall be placed, progressing down the slope on a nrat:e an e7.cpss of five ( 5) percent- , unless authorized by the Director.. 11 SUPPLEMNT (Cont'd. ) Article 2. 28.2411. Quick Setting Concrete. Add this as a new Article: Quick setting concrete shall be provided when ordered by the Director. Normal use will be restricted to curbs, sidewalks , driveway ramps and driveways to allow earlier access than with the standard concrete mix. The concrete shall consist of six (6) sacks of cement per cubic yard with calcium chloride added at the rate of; one (1) pound per sack of cement when the temperature is above sixty (60) degrees Fahrenheit, or two (2) pounds per sack of cement when the temperature is sixty (60) degrees FAhrenheit or below. Article 2. 28.25. Measurement and Payment. Insert the following as the fourth paragraph : Payment for quick-setting concrete will be made in addition to the unix prices bid for the various item . The additional payment will be computed on the basis of; ter X10) cents per lineal foot of curb, thirty-three (33) cents per sc,uarc yard of six (6) inch driveway ramp, and twenty-three (23) cents per square yard of four (4) inch driveway or sidewalk. 12