The URL can be used to link to this page

DURHAM ROAD BOONES E'LY STREET Li VT-Y /�• ' 6 _ C IIr/ 141' — Is.• t —� S. W DURHAM ROAD PROJECT STREET STORM DRAIN AND SANITARY SEWER 41, e / •.. � • ��—�J I 'i Lam:—�I'T ri -111. IMPROVEMENTS ' I nLACKA062 Co. VICINITY MAP � SCALE - 111 = 1600 ' 8 0 8 76 24 All construction to be in accordance with City of Tigard standard construction �-k \ ' BACKFILL LEGEND specifications and drawings unless otherwise indicated. CLASS S S I SHEET INDEX o� �--- --� SHEET N0. ITEM 4 CLASS 4 1 TITLE SHEET I � 2 STREET - 0+00 to 6+93. 59 \ STORM DRAIN - 0+05 . 14 to 6+98. 11 040 M '� I 3 SANITARY SEWER - 0+00 to 5+92. 36 I I- ----- W 4 STANDARD CLEANOUT, CURB, DRIVEWAY, AND Q SEWER BACKFILL CLASSIFICATION DETAILS 5 CATCH BASIN, INLET, MANHOLE FRAME AND \ ti MAIN A (3011 Storm Drain) I COVER, FLATTOP MANHOLE , AND CONCRETE �1-6 6 E N C H M A R K . ANCHOR BLOCK DETAILS c� X- 6 7 2 ( 19 76) 0. S. H.D. E I e va t i o n 2 4 3. 038 6 STANDARD MANHOLE DETAILS In, sidewalk, N.W. corner of undercrossing structure , Interstate Highway 5 and S.W Upper Boone s MAIN A (811 Sanitary Sewer) Ferry e y R oad i TEMPORARY BENCHMARK/ (1983) City of Tigard . Elevation 143. 291 In city monument bo., at intersection of of S.W. Upper Boones Ferry Road and of S. W. Durhann Road. FILE COPY I ALL SPACES MUST BE ENDORSED STRE�Tt-i4NTS '1v 1tE. 1�1�tt��Ea 1►a ►w�ccRD wl'rH Clty PRIOR TO APPROVAd)F THESE PIANS Cl».o , LII'.VAriMCt T*1_NM4 . 1>4 -- PUBLIC WORKS DEPT. EIY._. --- DATE.3 i 1 : PL-ANIMING DEPT. Cy `.__..._ _---- DATE SITE P _ Irl �.�Ira� hU1Jur�'C1Jt ht ICN Rk��,�� . -- — �� PkoF LAN __ u , 1 1 ' 1 EIUIL.D1r:G� 0"'� rJY— DATL* - /�•,•� Fsfo� SCALE I = 100 �" INEFR /\ AC) M l l . TAKES 9 TIGArD MATER DIST. DY - - ..� DATI=-_�`�.�_ htR 'LEST RESULTS' �R �1I►�h�, zEWCR SY�,'1'�t�'l -... N ISE RGVIp�.� �p C1"�Y �� ,u�l t� M GENERAL TELF-PliONIC BY.._.__—�`_-- DATE$t4__. �� GAY 14, ��11� U A EIY Orl i C_ __ ao►.�1aloL 711A�P� Kltuc.� TLA/�J A1J� A L.ti1.�bSe 1►r1�, k. W. NATURAL GAS CSY 14 DATE. NAl1.�TE 1J11,►JCE �FEMEIJT(��OR tS�A�ab �.A�Dseti � P. G. a IaY-- DATE- q•-ZO-�4 Ib �tEC1jVIRF1b •1p �,K �+RoV is a �3 Q 1?�,' FbR 0.ly-y 7. R. R d. BY_ I�PPR.ov AL , G. M. APPROVED DE HAAS Suite 445 AGC CenterCOR SHEET v FOR:DESIGNED 9450 S.W. Commerce Circle 9S Wilsonville, Oregon 97070 PACIFIC REALTY ASS 0 u I A T ES, L• P. ' 3 TITLE SHEET i ------ — --_ M M Y � � 12 2 0 S.W. M 0 R R I S 0 N , SUITE 9 0 0 6 _..- _ DRAWN —_ ..:.:_:».:.� i � � � � ssoc rtes, Ing. y (503) 532?450 PORTLAND , OREGON. 97205 DATE NO. R E V I S I O N S - �-- DATF 6 �i� Cnn,ullmgF•vpnesrs 6 4,nvPvn, Res. 836-13195 BY CHECKED SCALE AS SHQi1VN LTFJUNE, 1984 FILE 83. 38U. 198 DIJfrt:H ;1I 1`(jAD., EIOCII\IE'5 E L.Y 13T .+ I I ryl ( I I ( V I I I , V I I I ( � 11 I .I I 1111�1� r111 III' (Illrllillj 111111) 1111111)j�r11I11111I111111111J111111111111111111111I1111111111111f1111111111I11111Illltll111 ; ++ t 2 ._— 3 4 51 A 7 e 9 10 11 12 1 NOTE: IF THIS MICROFILMED --- — DRAWING IS LESS CLEAR THAN THIS NOTICE `2T IS UIIE TO THF QUALITY OF THE ORIGINAL *'"DRAWING. OE 62 92 LZ 92 SZ 102 EZ ZZ I OZ 61 81 LI 91 SI bl EI 21 11 01 6 9 L 9 S Ir _ E Z lalrtwl 11!I11111111111fill 11111111111111u11II111I111thnIIn�IIlu111111 1uItn111tn111�IInnIIllIIIll11111111111114111111111111116"111111hu11tu(Inn11u111IIIluNlll�li�N111uI11u11111u1milu . 1S192 y0 ( C- /4, C/. 21 w/ C/ -s' bockfi//o 7` � 6 5+J S= D. 0/ to �. P/ucY �X PQ Stn 4*99. // 6D' D/K�"A,oroh er�v' -rte/2x4. p� /Vf/ 2 500 110cUfir'f,� 7`0 be 60 (/�'. 9.�'L/ of T C. /5.t.76 t/ � �o4t9?. IE /49. 7,6 � l0 6 ( 0,7 L` Sto 6� 510.3'9) s N. 0 3/ '3z•w BENCHMARK . PLAN . . . . X- 672 ( 1976) O.S.H.D. Elevation 243 038# ---_._ . . e p 6.O e 1R 6 '(pyo•) t , SCALE I� =50' •� .12� � ,. ,� o; fr •�j9S 30 "sj`�,b In. sidewalk lV.W. corner of undercrossin structure, 3 K Interstate Highway 5 and S.W Upper Boones rc. /5Z.e2 H Ferry Road. a = 10° //'3lIE/49.82 Lar�dsco�cc�' Is/ord w R= .350 ' �� `so 40,0Z p' T c. 151.0-Y P yP TEMPORARY BENCHMARK- 4 S.1*19 ENCHMARK-4S.1*3 eG 0,r13��. � � (1983) City of Tigard . Elevation 143. 29' X N In city monument box at intef,section of f. of ,� 3 Londscv�eel Is/nr7C1 �` N S.W. Upper Boones Ferry Road and � of \ `�� Sto O,1O-5: /4 �, 5\ o_ - o . � 3ioo ° - �o S.W Durham Road. p a Co,�-�r�ec f to ex; t. _ 4 = 40 0a 33" N �'F �\ stab w/ ort //.�� R=2' \ A, 2Do ' o� \ s�SAN \\, bend (60.28 'L t. of N F L S fa o.2D. 93) � /9-F,r o ti 1�q5 B"Sorr. tory Se war �\ Ilk �� N o Z \ �0q� i MO tC h eX S't Cuvb rC. 151,14 ZE 148-14 Note � .9// Catch bnsirlS shc�// be 3' / �/ Lp.r7dsCoPed Is/aid y ' O • E:CiSt /Yh' "' `� �A 8•`-�.•--'SS----.:/ V� -i4_1, � Sto /t-�/. 78 IAH s 4�:9 Rf Of.� Sfa? /�4�97) \ ( T(/r'n F/o t too 7`0 o%c e frorne R/w (OFFSET) [,raper oone a F��rry R4 �-' I��'(` �t [ \ or7o co✓ef- %r� /or�dsco�ep' rt�ed�or�) R/W �5 to. /6 " 13. 8 0 = S tta. O O D �, `; v�:;, 0,0 76.BS' Adjust /Yf-1 ao;p t?d. + rI n�lotch Curb iYote A// Cotch bis./! /ofero/s shod 30' - 42' 0 " • \e c/ass 4 bockf'.'//• ��\ o fp\`�,�•tP�/ /e ��hh,ti/� - - - _ ,\\�s s - 2O'lo' o 131. r I o' �. 10 6 TOPSOIL AS NECESSARY C/ear; tock 42,-?& Over-/oFOR LANDSCAPING wi il - f > t 1/2' �P'} �;• ---- '4' VA RIES \ 0 EXist Curfj - - - - 1/4 per ft. VARIES 2 er ---- a S=0.02 f 5=0.0 1/4"per ft. \� 2 2 / V a ` v.b ;:O ,,�ate.Ob, •O.'D;-a'•:O .co p Q�p: d n� G �' •� ,'O•.,d 6„ • `�0 4 O �' H a 0 1 1/2" CLASS 8 A.C.f\ , a p 5 CONCRETE SIDEWALK (by dev Joper) STANDARD CURB 11/2" CLASS 8 A.C. p is \h � v V 12" 1"-0" CRUSHED ROCK h h O 0 �- /6 0 _ V Q '�1 p ., 7_ - I �jo TYPICAL YPICA1 SECTION -- ,� NO SCALE Ex 's f 9rvur�d V O 4 P I 0,0.f,600 i _ 07' 5 t0/'n7 5= 0.0/220 V 36"0 5 `I >a.o/94 _ �. IE ire /46.80(/2" /o/s) IE i n /•I8. ?O(30"s tub) /40 t I $=0.v;0/7 C 76 C/ AN7 i 1 �o c s ,� ( Mai n A s 3Q"C.5 R (C7� C/1L') IE I - ZEOut 1,9'S.70 Rim /5.9.8 IE/n/4/. 40 IE i/7 13999(EX/Sf 30'S7`Ub> .2E out ,R/ow /473 O a ° PROFILE \ SCALE=Horiz. 111=50' h v I N Vert. I"= 10 /Fo O EXis7' � O =D.006 40 Qr, p 5 '4800 `�K�U PkUf�S. /40 --- -- - --- -- ----- 0 COON 14, tiy 011* G. - 6�DU 7 X00 -- ----- OVE D HAAS Suite 445• AGC CenterSHEET DESII3NED D 9450 S.W. Commerce Circle PLAN & PROFILE% q5Wilsonville, Oregon 97070 M MS. W. DURHAM ROAD D 2 �Z1 6+93.59 �� - ----- - - -_----- -- --- -- - - -�� _-__ b� at STREET S. W. Durham Road 0+00 tc► f - DRAWN «;».:_ .. _- -- - - - ___ -SO i e� Inc. •DATE NO, __... ._ _ --- ._..___ _ - _ --_---_ _-_ _ -- _.____ a/- /• / ►� .,, ' ,50.x► 682-za5o � STORM DRAIN : Main A 0+05.14 to 6+95.11 REVISIONS tIv CHECKED DATE r11G!�9� ^UE^J�^Ppit, lSur►evn Res. 636-6195 STREET a STORM DRAIN IMPROVEMENTS DURHAM IROPi0. DOC 1Nl.".) E=E:' l_Y ST SCALE AS SHOWN DATE JUNE 1984 FILE 8- 380. 198 '' 0 f-. 1. 0111111111 W :fir t��I�Itlt��lt�t1�1111 11 MEI ` �MII �� 1�11'1.� I1�1 �Il ' X111 I�rll� 11111) 1111t1t11 If�� 1111111 1111111 1111t1t tllltll 1111t1t t1t1111 1111f1t t111t11111t111►ltltltll ; r NOTE: IF THIS MICROFILMED 1 2 �_ 4 5 e 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN u THIS NOTICEv--i7 IS DUE TO - JHE QUALITY OF THE ORIGINAL -"DRAWING, OE BZ 92 LZ 92 S7. rZ Cz _ -tZ 13 OZ 6f RI LI 91 $I rt SI 7.1 11 01 6 9 L 6 S I► E t 1e11a'" -'' e�1I11111�111111111111111�u�111111�t11�111�I111�111t111111111111u111tN1nu11WIINllllllnff�Itnlnll�Ilttllmllullttal�llllltnll�l�1111�nnhltl�tM11rf11�Nt1�1Nl�Inl�ulf�IH1��11tu11111111u1111u1111111111, �1�111>lullWl�ulllullu�1.W11nH - JUNE 24 1992 T� t w � w mg-�COL c cn c� V fin cD U in `+un 1 A 4 CITY OF TIGARD, OREGON RESOLUTION NO. 87-L,59 A R1 SOL..UTTON ACCEPTING PUBLIC IMPROVEMENTS KNOWN AS PACIFIC RE:.AL.TY ASSOCIATES W. DURHAM ROAD EXTENSION. WHEREAS, the City execs.ted a Street Dedication Compliance Agreement dated October, 1984, with Pacific Realty Associates, L .P. , to facilitate installation of a seven hundred foot long street extension, known as Pacific Realty Associates S.W. Durham Road Extension, to specified standards and suecifications; and WHEREAS, said Compliance Agreement stipulated that: "At such time as alt public improvements have been completed in accordance with the City's requirements, petitioner shall notify the City of readiness for final inspection and upon certification by the Department of Community Development that all requirements of the City have been met, the Council agrees to accept said improvements, for operation and maintenance responsibility, and release the petitioner's guarantee bond"; and WHEREAS, Department of Community Development staff verifies that all requirements of the City have been met; NOW, THEREFORE, BE 'IT RESOLVED by the Tigard City Council that: The Tigard City Council hereby accepts the public improvements known as Pacific R-rilty Associates S,W. Durham Road Extension; AND, FURTHER, the City Council hereby authorizes release of the Petitioners guarantee bond. � '_ "J� PASSED: This t day of � 1987, Mayor - City of Tigard ATTEST: tRorder - City of TigardUP (JH:cn//`1198W RESOLUTION NO. 87- b j Page I �`,. ,an we _� . •' J�r.:�ZY�n� —, 1--ra---,r.—► I �-- L'J�w�• i 1� i. ,� U r ti•a�. 1 J JLMMUL�� CITY OF TIGARD,,_OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA or: A1ari 1 2.71 1987 _ DATE SUBMIT J'ED: Apri.1 14_, 1987 ISSUI-/AGCNDA TITLE: Resolution of PREVIOUS AC1'ION: Final Accepi.anc.R_of Pacific Realty_ — ---- 4 Associates SW Durham Rd, Extension PREPARED BY: John ±La 11 qinc 2 n DEPT HEAD OK.A _4 ITY ADMIN OK REQUE"SMA) BY: POLICY ISSUE INFORMATION SUMMARY 1 . This project was reviewed and approved for construction by the City in late 1984 , Construction documentation was via a standard City Street Dedication Compliance Agreement, 2. The work area is illustrated on the attached mar.). It was developed an a public roadway to serve Pac Trust' s property and, also, as access to Washington County property , 3 , Construction proceeded satisfactorily and has been completed. The work romainod assured throughout construction arid, also, throughout the no-orally required one year guarantee period and is free of deficiencies. The developer has satisfactorily complied with all of our requirements. 4. Staff, therefore, has prepared and recommends passage of the attached resolution of final acceptance. ALTERNATIVES CONSIDERED 0 None; our Compliance Agreement stipulates City acceptance upon the developers satisfactory completion of all requirements. ............ FISCAL IMPACT 0 Operation and mrainLenance responsibility for the roadway will pass from the developer, P,-4c Trust, to the City of 1'irl-rd. SUGGESTED ACTION PASS ME RESOLUTION TITLED: A Resolution accepting public improvements known as Pacific Realty Associates S.W. Durham Road Extension. JH-.cn/1198W -711 1 5 r��c-c/• /f'/Il Cmac:. G- �3 i�?�i� , I- 12 - -14W lZ - - �/ �I� /i-r/�/'c e....•�� :r�-� � � l-'� 5/z cam-.►/ 0 Mar-uh 1.4, 1986 PacTrust Attn: Mr, Tom Wi.i.tal.a 1720 SW Morrison (Suite 900) Portland, OR 97205 RE.: Durham Road Extention, Offsite Streetlight Dear- Mr. Wi.i.tala: Enclosed, please find a receipt fcr payment of the cost of installation of the aforesaid streetlight. The City, in turn, has reimbursed P.G.E, Company. Sincerely, John Hagman Engineering Tech. TH:bs188 encl c:c file January 13, 1986 C17YO T �� WASHINGTON C(.A'NM,OREG-ON Pacific Realty Associates 1220 SW Morrison, Suite 900 Portland, OR 97205 Attn: Mr. Tom Wiitala RE: Durham Road Extention Project, Streetlighting Dear Mr. Wiitala: This is sent regarding a problem which has newly arisen and which relates to your project. As you are aware, the City stipulated that you provide public street lighting facilities in conjunction with construction of your project and, also, that you deposit with the City an amount equal. to the cost of said lightings first two years energy and maintenance fees . The latter amount having been posted with us already. Now, in the course of P.C.E. Ctmlipany responding to your request to proceed to install lighting fixtures on existing power poles, in accord with the approved lighting plan, P.G.E. has determined that they t.-An no longer provide such service unless billing is made to the recipient of the work, indirectly, through a governmental agency. This applies to fixtures supplied and work performed by P.G.E. for custon-ers via Schedule No. 91; the price advantage thereof being available only to governmental agencies. Subsequently, to resolve this new problem, please remit payment of $337.55 for installation of one streetlight on an existing pole at the intersection of SW Durham Road and Upper Boones ferry Road (directly) to the City of Tigard, Oregon; we will then, in turn, romit a check to P.G.E. Co. for said sum. Should you have questions hr.reinregard, please contact me at 639-4171 or contact Mr. Glen Butler at (:- .G E. Co, ) 643-5454 . Sincerely, i /John'S. Hagman Engineering Tech. JH:bs47 file cc Glen Butler , P.G,F i; 19^755 S.W. ASH P.O. BOX 23397 TIGARD, OREGON 97223 PH:839.4171 CITY OF TIGARD r t.Xl'E:NDITURE REIMBURSEMENT REQUEST This form is a multi-use form. Where appropriate receipts must be attached. Documentation is important for all purposes. Staple documentation to form. VENDOR N0: DATE: Jdnudry b, 111W, PAYABLE TO: Portland Gferntra] E"; r Requested by; Woi,t.orrr Division :,W Old r Beavt?rC(�n, OR 97007-6198 ...............ass.Manama.............................................. sass.... MISCELLANEOUS (parking, books, subscriptions, lues, memberships, etc . ) : Date I Description Account No. I Amount Stref-Itliyht_.iriy at : -?I 300-611 S :h� 11� F'rrr, 1 . 5urnm�rl,+� Tip ,f ,;n,rrf'i•�.,ri .ir rr Durham Rd. b Upper Boow?s Forr;• P •....................smsaM...asaasa s....sac..........rias=.:c.ca=..a.ao=�t:!rtf y� GENERAL MEAL EXPENSE: Date Description Amount Account Number to be charged : Total .....a...s............s.......s......a..a....sa................................ MILEAGE:: Date Descri tion: ( Include end/start readings and total miles) Amount Account Number : Total_ miles tt t. 20 _ .............................. .. ..........a..................s......ad Osman... APPROPRIATION BALANCE: 111, 19-3. 14 AS OF: 11/.30/8,) Signst-ire�--->Ch� APPROVALS ( i( $25.00 or under may be reimbursed through petty cash) : (uP to f500. 00)Section Manager -�� Putrh. Agent -- t t511f1. 111 -t', nnn rinln,•,,t n.• „r 'r r t, 4p,•Nr. i i r; I` I. a , 4� �} 1 t X . r j. I� r. �S[oj�(a117 25XI ©&), '1A AR01 RECEIVED 5 `�� `� t.rev 21 1585 GTY OF TIGARD 1 N5URA1�ICE COMPANY C.MUKBM-scant CaR01MA (GENERAL STATUS INQUIRY — CONTRACT BONDS One S.W. Columbia, Portland, Oregon 91258 CITY OF TIGARD Data November 18, 1985 12755 S.W. Ash Portland, Oregon Bond Number 01 23 79 F roc►orAddrossPACIFIC REALTY ASSOCIATES, L.P. Portland, Oregon ee Address CITY OF TIGARD, OREGON tt�� t Description of Contract•Include location and Owner's Contract Number Stree Dedication Compliance Agreement - 72 I t. wide right-of-way known as S.W. Durham Road _ Contract Pace fond Amount EFlectrve Dade $ The lollowmg information will be treated an strict confidence and acceoted without prefudicang your right or affecting out liability under IM above bond Your cooperation m lurnghrng w with such of the following infolmatron as a now available is apprauated Sincerely, 1 Sattler - Bond Dept. 1. If Contract Completed, Please State Approarmate Oat*of Completion Approximate Acceptance Oat• Rnal Contract Price•Including R•talnage 2. II Contract Uncompleted, Please State Amount of Conlrael Complet•d•Including Retainage Percentage of Re►aina/e Withhold probable Data of Completion 3 _ °fe 3. Date of Last Estimate 4 Do You know of Any Unpaid Bills for Labor or Matenall It is understood that the Information contained S. length of Maintenance Period, II Any- heroin is furnished as a matter of courtesy for she - — confidential use of the surety and is merely an expression of opinion, It It also agreed that in 6. Retnarks._�rp_ -, �-�, _ furnishing this Informatlon, no guaranty or war• -� � ranty of occur" or correctness it made and no Vresponsibility Is assumed as a result of reliance by lL_ ti_ the surety, whether such Information is furnished 11. " - 5-- by the owner or by an architect or engineer as l i 4 � -�__ the agent of the owner. Wss ti _ ,p. tom Signed , t nia language of this form Is acceptable to the Surety Assedetien of Aff"co. Title B5740 8/81 �. sy CI�YOF TWAM September 11, 1985 WASH*40TCN COUNTY,OREWN Portland General Electric Company Western Division Attn: Teresa Cornett 14655 SW Old Scholls Ferry Rd. Beaverton, Oregon 97005 RE: Streetlighting at Pac Trust Project Dear Ms. Cornett: This is to acknowledge that the City has found the streetlight installation in said subdivision to be satisfactory and, further, to acknowledge authorisation for P.G.E. to energize the seven (7) lights therein, under Schedule 91, Option B. Sincerely, R. L. Thompson Public Works Inspector (RLT:pm/1830P) cc: File CityAccountant R.J. Rouse Blectric, Inc — 12765 S.W.ASH P.O. BOX 2.,4397 T10* 7,OREGON 97223 PH:0*4171 0� CAR()L� RECEIVED OF TIGARD 1 N UPANCE COMPANY CMUKRU,SOUM CAX01MA GENERAL STATUS INQUIRY - CONTRACT BONDS One S.W. Columbia, Portland, Oreqon 97258 - -I CITY OF TIGARD Dale JUly 23, 1985 12755 S.W. Ash Portland, Oregon L Bond Number 01 23 79 Contractor Address PACIFIC REALTY ASSOCIATES, L.P. Portland, Oregon Ctbbgee - __ AddressCITY OF TIGARD, OREGON - - _ --• Oe+cnpion of Contract•Include Location and Owner's Contract Number Street Dedication Comnl iance Agreement - 72 ft. wide right-of-way known as S.W. Durham Road -_ - Conlract Price and Amount ENeclive Dales 77?s 153L636.70 10-2-84 _f The following inlormallon will be treated ,n ,tact confidence and accepted without prejudicing your right or affecting ow liability under the above bond Your cooperation in iurnrshrrtg us with such of the following information as is now available is appreciated 7 Illy a�tt =uncle t. I, I If l:onlracl Completed, pleelt) Stale -- - - - Appr, ■,mete Date of Completion IIIrApproximate Acceptance Date Anel Contract Price-Including ela{na0e 2 11 Contract Uncompleted, Please Stats I -- -- Amount of Contract Completed-Including Relai egi�r Percentage of Retainage Withheld Probable Date of Completion $ — --- - - ---°foJ 3 Date of Last E,amate --- - - -- _ - N' 4 Do You Know of Any Unpaid Bills for labor or Maleriall l it Is understood that the Information contained / '�r herCn Is furnished as a matter of courtesy for the 5 Length of Mainlenance, Period, If Any _- confidemCal use of the surety and Is merely an expression of opinion It is also agreed that In fur � /Jto rnguarantyor War- 6 Remarks p rany of accuracy or correctness it mads and na (, respontiblllty if assumed as a result of reliance by the surety, whether such Information is furnished by the owner or by at, erchiiect or engineer at the agent of the owner. Signed -SI!!ate Tine_ _ _ The language of this form Is acceptable 10 the Surety Association of Amerles, , OFA/11111107 7 41V B5740 8/81 CAR I NSURANCE COMPANY CMUM&M.SOUIM(MAMMA GENERAL STATUS INQUIRY — CONTRACT BONDS One S.W. Columbia, Portland, Oregon 97258 ( �1 City of Tigard Date May 13, 1985 12:755 S.W. Ash Portland, Oregon Bond Number 01 23 79 Confractor Address _ PACIFIC REALTY ASSOCIATES L.P.- -_- Portland, Oregon- Obbilee i -- Address --- CITY OF TIGARD. OREGON __ Detcnpt,on of Contract Include Location and Owner's contract Number Street Dedication Compliance Agreement - 72 ft. wide right-of-way known as S.W. Durham Road _ Contract Pae Tl cond Amount Effective Date 153 61 Z0The following information wd)be treated in strict confidence and accepted without prejudicing your right or affecting our liability under the above bond Your cooperation in furnishing us with such of the following information as it now available is appreeialed Sincerely. n Sattler, Bond Dept. 1. If Contract Completed, Please Stole rop" r ox mate Date of Completion Approximate Acceptance Dare Final Contract Price-Including Retainage 2 If Contract Uncompleted_, Please State Amount of Contract Completed-Including Retainage Percentage of Relatnage Withhel d Probable Dale of Completion 3 Date of Last Estimate --- -- 4 Do You Know of Any Unpaid Bills for Labor or Malerialt � It Is undentood that the information .ontNned Length of Maintenance Period, If An r herein h furnished u a matter of courtesy for the 5 Len 9 y c l confidential use of he surety and It merely an expression of opinion. It is also agreed that In 6 Remarks r�C 7� (�- r&nty furnishing this Information, no e guaranty or no ratify of atturacy or correctness It made and no / responsibil{ty Is st+umed as a result of reliance by by he o whether such Information It furnished ad thethe owner or w m •rchlletx or engineer H ►la agent of the owner _ Owns► Date t Signed !�5. The language of this fares k ~able to the Suly rAssociation of America. title E t! 95740 8/81 MMULMRAL CITY 04 TIGA RD Sewer T.V. Inspection Report T {- a T/ rwsr -h 0 Location�y:r� '�./fin�� P _ f--�-�� Indicate North natelQ—hl-iPi, _Upstream` M.H.No. 1A Tape No. -7 Inspection begins at M.H. No.ZA_ & goe s�w/flow k against flow to M.H. No._YZ _Sanitary k Storm it Flow Pipe size_ Pipe length 3.�-` Type of pipe-mat etart Meter set ting_.:7,7__Weather condltlonG ,,Operator_ Main Stab/Qa.��1r.A B C� D Exit Stab Footage REMARKS Tape Min. }.� /G --- --- C.. G 1�l� F n !. 1✓1 L t wl CITY OF TICAND 17 sewer T.V. Inspection Report T)- z r / 1V Indicate north Ua c c Location Upstream H . N . No ._ Tape No . Operator_ Begins at N .N . No . b gees to M . H . No . W/Flow A/clow– Flow at star t__!e!;�' _Santtary_ �( Storm Diam._�(� Length Type__� Weath . 'CCoo'tn-'d .�� Meter Setting, Upstream M .H . Condition t1ain Sr_ A,?, B C D _Exit Stab2.115–g _— FOOTAGE I REMARKS TAPE MIN . i S CITY OF TICARD Scwcr T.V. I-nspeCtion Rcport 129 c- T-/ r w S y fx3�t'l-! � 1ndilaE O�rC1- Uate` --� Location .� Upstream M . H . No .-- / __Tape No ._— -Operator _ Begins at H . H . No . b goes to M . H . No .` Zq W/ Flow-_ _A/Flow Flow at start 15P" Sanitar Storm L _— Uiam .�-_ en Length / g _�}y _TypWeath . Cond . �'�_ Meter Setting-2 Upstream M .N . Conditionl� Main Stab-—A_S.V B C -D Exit Stab-9- "FOOTAGE REMARKS TAPE MIN . HAAS & % w, C. Supe 446 - AGC Center 9460 S.W. Commerce Circle 6362 , Wilsonville, Oregon 97570 196 Inc.191 ssociates, Inc. (503)882-2460 Consulting Engineers & Surveyors December 13, 1984 Mr. Randy Clarno Engineering Section Manager City of Tigard 12755 S.W. Ash Avenue Tigard, OR 97223 Dear Randy: Per our telephone conversation with Frank Currie of December 12, 1984, enclosed is a sketch showing lane designations for the S.W. Durham Road Improvements. We have designed the Northern most island to allow for 60 lineal feet of full storage in the left turn lane. This is sufficient for one semi-trailer or three passenger cars. Because the travel lanes are a full 20 feet wide, we would envision that overflow, if any, could easily be accomodated. Sincerely, ell Gary Mytak, P.E. Enc i osUre cc: 83.380.198 Tom Wiitala GMJbh 38OLTR.D13 PPLAbj SCALE, 1"=50' 00 ,6 --/o 11 '31" x A R: 350' ? Dc� \� b� z E 148 0-9 i -0 COr�r�e'G f �o eX st • R s, s,c\ `\`\. ,bt�rd (60?.B . f p v► ) /A"F,r X/ ,1 F,A \ 93) ?r /3 0lto- X 0.063 Ob / '`\ \ � \qQ �\� i1'1of�h �rSJ!t Curb , • oe2 Y/ MY p er pones y ,led �� \ o �d pF �� \`��Z `Ad ust N /6 3. 80 S ta. n 00 \ \ Dr7f.B.S J r/larh fid \� �' I MpfGh Curb sow cut o.�d / r`` \\ �\ C •� DO I k 4 O s 60'O/I�A�ron { 5 O. OJ to P. •�� pQVO �L OCO7`iOrJ r'd 7.-C. /5,2.7` �Srd�t9I. IE 149. 7/. 30"x i?'tes /x/9z'fiD� .4f 95 1tz I�/49.e2 �o L ono'Sco��d Ss/ore "O2 f%rOoA's '�,RD 1 box(,, Nal, Pivice Schede/e 40 .2"P✓c � COr�du, t w/•+�D "n►,n. cork- m �londscv�ed Is/or» � �'or st,-Pet /,9h/-'"9. N 40' 08,-43, (See trench c7e&P Y) Q� R = 200 ' N Place 2 SchGdu/e 40 '' ,o�iG . y5ewe, (SCG /rcrfCh dctp//) I co c.•C e /'come 1�,�ft�� 'O�'� 14 R/W ,. *c /i bnsr /o tiro/s s �✓/ _ .�:._-- ---- C.S P (C-/4, C/2) W'. ...... •f 6ockf. //. Af 60 S�re�t f L�9h PLAN Bose //Ns.c.(i SCALE: Iof=50' a o. d •io 11'31 R= ,350 ' � O�J� Z•sa p' r b� I.E /49.49 xG �ol� ` �p L t 0o f�Z I\ h N /4 X C op . onrs�c� to er,st �� { 3t� RFs T •�\ dtnd (60.28 'Lf � O7- B •?' O O 0'6 3 Ob 3\� Mca tC h ex. f Cu�(i Jo Fr3`7 / re /s//4t IE /46.14 s jw -r Rd• --" ©•00 : � \ \A C urb .rote .- .il// c 40% �,h`' �\��, sow cut and rt.sro✓� tx�st as dirCCtn d �0 Ex5r cV/^b ' + %.1 AO r\! c Cl 1 X 7� V% E.." HAAS & Suite 446 - AGC Center 9460 S.W. Commerce Circle Wilsonville, Oregon 97070 ' '197 s s o c i a t e s, Inc. (603)682-2460 Consulting Engineers & Surveyors December 7, 1984 Mr . John Hagman City of Tigard 12755 S . W. Ash Avenue Tigard , OR 97223 Dear John : Per our telephone conversation of December 6, 1984, enclosed are three xerox copies of our S.W. Durham Road street plan showing proposed locations of three additional 60 foot wide driveways directly across from the approved driveways on the easterly side of the street . Curb drops will be placed at this time, although aprons may not be constructed until building is underway on the ►.esterly side of Durham Road . We understand you will :turn one approved copy for our files . I r Sincerely , Gary Myzal , P .E . ` Attachment i cc : 83 . 3A0 . .198 Tom Wiitala GM/tn 7-0 e-i rY A cr4P- . 38QLTR .D7 PLAN SCALE= Iof=50' rpt Q�pn a - i0• 11 '31 " Z P �,•�o R -350 ' , �i � 76 1510.9 /48 03 \ \ 1• -o /4 s - \\ sr s fub w/ ` \\ Xttleo",7' (6018 'Z ' v f ,C S),-0 Ot.�G. 93) N 0063 06 \� \ �0q0 �� Motch ex,-,;f cu.*bWill 3o Fr (6/32 'Z of E'Stc Ot/5.90) �• ' * - 8 \ , /lh' 'x i B�one5 Ferr fid �i,�� r\ \ Orad ADuSt 013. 80 Sta. 0000 - \ 0 76.BS i� S OW G u t O" f ��P '�'h `�'• o �� \ Curb OrG A. C. os ik o h w Cc!m Portland General Electric Corr1pany �c November 26, 1984 Mr. John Hagman City of Tigard PO Box 23397 Tigard OR 97223 John: Durham Road Extension at Upper Boones Ferrer Road Confirming our telephone conversation of Thursday, November 15, the City of Tigard has elected Option B for the three double davit poles with 100 watt, high pressure sodium luminaires. In a letter sent to you (September 27, 1984) , Lyle Truax of PGE suggested that a 200 watt, high pressure sodium fixture be installed on an existing PGE pole located at the corner of Upper Boones Ferry and the new Durham Road extension. As outlined in Lyl.e's letter: "The light on the existing PGE pole could be installed under either Option A or Option B. If the light is to be installed under Option B, the city could purchase the light from us and we would install it. If we were to do this, the initial cost would be between $250 and $300. If the light were to be installed under Option A, there would be no installatior cost." John, these are the only two options available to the city under Schedule 91 of PGE's current tariff. The rates and costs quoted Lo you are available only to municipalities or agencies of federal or state governments where funds for payment for electric service are provided through taxation or property assessment. Schedule 91 is not available to private parties such as PacTrust. Western Division--14655 SW Old Scholls Ferry Road--Beaverton Oregon 97007-643-5454 Mr. John Hagman November 26, 1984 Page 2 Please return a copy of the enclosed letter of September 27, indicating authorization for PGE to install the circuit to the three double davit poles and initiate monthly billing upon completion of our construction, and whether or not the city wants a light at the intersection and which option. Thanks. Sincerely, y Ar d Streetlighting Consultant Western Division JA/9sa7.2A18 c: Frank Currie Tom Wiitala V\�I I'��A�M 1220 S.W.Morrison,Sidra 905 MANAGEMENT INC. Purtl�n�oregon 97205, X03/224-2355 November 15, 1984 M . erry Arnold Port Iantt-clleneraI Electric 14655 SW Old-&,cholls Ferry Rd. Beaverton, OR 97007 Dear Jerry: To confirm our telephone conversation of November 13, 1984, we will proceed with street lighting of the Durham Road extension as doted here. Three double davit poles will be located in the center medlars as per the plan submitted by your office to Mr. John Hagman of the City of Tigard. The poles will be Hapco, 30' aluminum double davit poles with 61' arms, taper tube, Hapco #480056 DD2 or equivalent. The fixtures will be 100 wait/9500 lumin high Pressure sodium, horizontal roadway, semi cut-off type, GE #C641N506 or ITT #135701?-6, 120 volt. Pole bases will be furnished as required with underground raceway as follows: PacTrust will furnish a 2" conduit buried with a minimum of 36" of cover, xtenaing from the pole at the SE corner of the Intersection of Durham Road and Boones Ferry Road. This conduit will be located in the right-of-way on the west side of the west curb in a ditch with the two 411 telephone conduits, all with .30" of cover. This Is after the raceway passes under the paved section of road to the west side. At each location requiring a Tee out to the median fixture location, 211 sweeps wi11 he furnished up into the Brooks box. A single line wl11 sweep down out of the Brooks box and extend out to and directly into the base of the light pole, again with 36" of cover. The continuation of the main 2" feeder running north and south will sweep out to the next box, and the 2" conduit will terminate in the southern most box. A pull cord will also be furnished in all raceways. The ditr_h will also carry two 411 future pipes for telephone use. The three conduits will set side by side, each with 3611 of cover. After the raceway and light standard installation is complete, it is under- stood that PGE wit furnish the necessary conductor to each light pole and complete the installation, including light control . Thank you for your cooperation. S 1 ncgt I y yours, �_ uhf W i i t a cc: I- Joh n Hagma n, C1 ty of T I ga rd Howard Green, H.L. Green Co. Gary Carpenter, Quality Service Electric Property N Fartm mere fa F3ACTRLJST .a. TELEVISION INSPUTION LOG Tape Start L4E_� Re, :t N ;- CAL-TOM, Inc. Stop ' 167991 SW 72nd Avtnue Ta P P ,�, Tape I O fort.land, Oregon 97223 (503) 620-6959 Cleaning Report I Client �. � /� _ Operator Date44L!Z-&/ Time Location -- Line Size - �- Pipe Type L.f�l� Yo'nt Type— Depth Manholr Condition's Date Cleanedyi - Result. of Cleaning Flow Depth �"- Ground Water Elevation �1l. DTree-TI-W �--j r WIFR READING INFILTRATION 6 A _._.._.,._f_'/ A -- E TOTAL B F low DirectionKr= C _ G D -- - H _ — - Ref Feet Remarks _ Inf . Photo Ref Feet Remarks Photo No. _ _ No. No. Inf. No. 1 21 _- 2 _ 22 - I 23 _ 24 -25 -' — 26 — 21 _ g 28 _ 29 30 — 31 — --- -- T'f 132 — 33 34 35 I-V 36 IT- 37 38 19 39 Summary of Line Conditions: Codes - Pipe Condition BP - Broken Pipe IM-Infiltration Mark Grade.. C - Crack 0 - Obstruction A11grun eN[ CP - Collapsed Pipe 0.1- Open Joint Jol.as_ - DP - Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear SC- Service Conn. ^— I - Infiltration 1.1- Typical Joint Lineal Feet__I? Pipe Size p � ? Poloroids Reset - _ / M TELEVISION INSPECTION LOG Tape Start QDZ.� Rel t I f CAL-TOM, Inc. 16799iSW 72nd Avenue Tape Stop _ Tape / .j Portland. Oregon 97223 (503) 620-6959 Cleaning Report i Clienopell-W ax9� Operator�dj, Z&?dj&Z Date-d,4/ Time Location'- /,5 J2 :.ins Size Pipe Type� Joint Type_ Depth Manhole Condition's Date Cleaned qty Result of Cleaning Flow Depth Ground Water Elevation 11 D reef on WIER READING INFILTRATIUN- B A _ E TOTAL �c.� B F low Direction ) C G D H Ref Feet Remarks Photo Ref Photo No. Inf . Feet Remarks No. No. emars Inf. No. I 21 2 22 - -- - 23 -- 24 - � 25 — - -- 26 — 7- - 27 - 28 29 — 30 31 TY 32 `—.- � 33 �! - 34 _ 15 35 36 `- 37 1 139 40� Summary of Line Condl ions: Codes - Pipe Conditiiny - BP - Broken Pipe IM-Infiltration Mark Grady < C - Crack 0 - Obstruction Alig nt CP - Collapsed Pipe OJ- Open Joint JoI.,ta DP - Dip in Line OS- Off Set GC - Grade Change R - Roots N - Shear SC'- Service Conn. I - Infiltration TJ- Typical Joint Lineal Feet =T Pipe Size �X .3,J, Poloroids - Reset 0 9 m rt n c I` f 0 M A r M N N N m O N p O O f � o o v c om .00. m o N 0 a° o o C, n in c rn N 00 O o i� U J N 9 O O f TT1'i'r�` I 1(i11Ti1Tjt�1"('i'1T71 I ( t� I,t�Ti 11111if�11 I IT-TiTI II ul 1 X110 Y O O O O O .t f n N p - _ � 2 O H illi;TMPF7��TTTT71 MTTM O O O O O o O O O G O OI m t• v rn f m N U rn G Oi m r 10 1f1 f In N - 0 0 p O j O p W 6 = r rr L O a w Q = cc < U u O p Y O V p z 7_ (f) O U poo 0 0 00 0 o in °o p O n W O'1 O 0, O b O Q MI N N h rJ bill III idllll l llll'taw111111111111 fill IJ I I I I IIhhldlllll lrhllll l'l III I III III,1111111111 h I 1 11 1 1 W I I I I I I I I I I I I I 1 1 Q W M j 3 Q 7 o A ,con 1 W ' } 1 0 lrti m 1. 1 U W I W 1 U C7 Q Z W U l/1 O p Z Nf Q ° I I WJ Uo _ I N a ow0 1� 0 fY W W t I " p Z w — I I o w W f O ~ U w W a v ft to tY U W 1- t W U0 0 LL AD i ' G 1 Q Z 2 2 Z W C J I I I � � �� ❑ W rn �_ 41 0 F I WAKALMF 0 to In n e 117 on o m e p °W. Op In p 'r. O O o A 0 O o a Ki a o p m m m o 1Y. r o n 1C i • .n M ^� N N _ 0 IV 0 x v J N b O Y II1110 I I II I I I I 1 IP 1 !' O I II I I' "11' O 8 aX T8 O do O O 1n f 1n ij O ►7 f A N n O h f 1n N 2 O F 0 O O p p p O O O O O q m 1• �p b f A M V n p q m !: b w f M N _ 0 0 O C O O O p It LL a Q n c K V 0 0 .1. 0 O Y * x O � 0 z « Z C p O O O O O O O O p O N « J O tlpl 0 0 1°D N n O cr f- J II I IIII lilt III Il ll III I I IdibliIIIhiII111I111Ill Iy-1, Q rC t- a o W I J l ' w u CID F z ui W I z w z F F. O U F- V IS V W U w O N N O 2 y) cr W W o Z a ►- ►' Y ( O W O I W w J w V _ CL U J W W d W W ~ F- � IJ j G 7_E d Z j W I � � 1,1 � I Jnr W A`► A � A WI ITALA 1220 S W.Morrison,Suite 905 INC. Portland,Oregon 5 MANAGEMENT, 503/224-235-2355 November 1 , 1984 Mr. Jack Thompson PortIand General Electric Western ision 14655 SW Old�holls Ferry Rd. Beaverton, OR 0DO7- Dear Jack: As was decided at our meeting on October 25, 1984, we will not furnish a 4-inch conduit for future primary service in the 11fility ditch on the west side of the Durham Road extension at this time. Since you intend to serve the Washington County Pit area with electrical service from the pole west of the switching pole on Boones Ferry Road, a proposed conduit in the utility ditch would not function. At a future date, with the development of the area west of the Durham Road extension, we will attempt to provide a raceway in a southerly direction toward the Pits for service. Thank you for your cooperation, Sincerely yours, WIITALA MANAGEMENT, T i �l Tom WTI tafa, cc : ,-John Hagman, City of Tigard Tom Spear, Washington County Gary Myzak, DeHaas & Associates Howard Green, H.L. Green Co. Prop?rty Manure +r-T,PAcThusT s WIITAL.A 1220 S W Morrison,Suite 905 MANAGEMENT INC. Portland,Oregon 97205 s 503/224-235-2355 November 1, 1984 -IRT-,-like Orth Northwe Natural Gas Co. 220 NW 2ndve Portland, OR 9 Dear Mike: To confirm our meeting on October 26, 1984, we acknowledge that Northwest Natural Gas Co. will provide no extension of local distribution mains in the Durham Road extension at this time. It is understood that gas service for PacTrust Buildings E and F, now under construction in PacTrust Businese Center, will be served from the existing main feeding off of SW 72nd Avenue. Thank you for your cooperation. Sincerely yours, W�TTALA MANA' . E T NC. i tom Wiital. cc: John Hagman, City of Tigard Tom Spear, Washington County Gary DeHaas, DeHaas 6 Associates Howard Green, H.L. Green Co. Property Mnntager!;fry-PACMLMT F CITY('TIGAND October 29, 1984 WASHINGTON COUNTY,W630N P.G.E. Company Western Division 14655 SW Old Scholls Ferry Rd. Beaverton, Oregon 97007 ATTN: Mr. Jerry Arnold RE: S.W. Durham Road-Street Extension Project (Pac Trust) Dear Mr. Arnold: This is to inform you that the City of Tigard, Ordgon, has found the preliminary sketch for new strestlighting, for the aforsaid project, to be acceptable. Sincerely, Jonn S. Hagman Engineering Technician III (JSH:cs/743P) 1 1 4 Uti 127556-WASH P.O.BOX 23387 TIGARD,OREGON 97223 PH:639-4'71 Tp v CITYOF MAW WASHINGTON COUNTY,OREGON October 29, 1984 Pacific Realty Associates L.P. 1220 SW Morrison, Suite 900 Portland, OR 97205 Re: S.W. Durham Road Street Dedication (;entleme,.: The Tigard City Council, at its October 15th, 1984 meeting, approved the enclosed copy of a Street Dedication Compliance Agreement and Bond for S.W. Durham Road. Please contact the Engineering Division with any questions. Sincerely, Loreen R. Wilson Deputy City Recorder lw/2113A Enc. — 12755 SW,. ASH P.O. BOX 23397 TIGARD, OREGON 97223 PH:639.4171 ---� Portland Cl Eleduic Company -� LE October 22, 1984 Mr. Tom Wiitala PacTrust 1220 SW Morrison, Ste 905 Pc rtland OR 97205 Tom: Enclosed is a prelimirary sketch for the new streetlights to be installed on the SW Durham Road extension. The City of Tigard has not accepted it to date. Please note the "suggested" 4-inch primary conduit location and crossing. Sincerely, rry ld Street11 ting Consultant 643-5454, Ext 360 .lA/9sa2.3A20 Enclosure c: John Hagman, City of Tigard (w/o enclosure) Jerry Voss, I'GE (w/o enclosure) Weslern Division-14655 SW Old Scholls Ferry Road—Beaverion, Oregon 97007-643.5454 STREET DEDICATION COMPLIANCE. AGREEMENT /5r� 7� /''F ��' 1984 THIS AGREEMENT dated this day of _ between the CITY OF TIGARD, a municipality of the State of Oregon,�hereinafter termed the "City", PaciI i - Rea Ity Associates, L•.P. ----------_---- ------- and hereinafter termed "Petitioner", W I T N E S S E T li: WHEREAS, Petitioner has applied to the City for approval for dedication of a street to be known as S.W. Durham Road as described on the attached Exhibit "A'_ arid by reference made a part hereof; and WHEREAS, the City of Tigard requires Petitioners for street dedications to install streets, sidewalks, street lighting, storn sewers, sanitary sewers, underground utilities and other public facilities for the developmer- - of the street and requires the payment of fees; and WHEREAS, the City has approved and adopted the standard specifications for Public Works construction by �';PWA, Oregon Chapter, and the Unified Sewerage specifications for sanitary sewers prepared by professional engineers for Public Works construction; and WHEREAS, the public improvements required to be constructed or placed in the said street area are incomplete, but Petitioner has ronetheless requested the City to permit dedications of the property to the public and the parties herein named desire to protect the public interest generally by legally enforceable assurance that the public improvement: will be installed as required and completed within the time hereinafter set forth, NOW, THEREFORE, in consileration of the foregoing premise and the c -venants and agreements to be kept and performed by the Petitioner and its surety, IT TS HEREBY AGREED AS FOl_;-OWS: 1 . Petitione shall proceed with the intent and purpose to complete all public improvements as shown on the improvement plan, as approve by the City of Tigard, prepared by Detiaas 6 Associates, fric. , (Wils,onvrlle, ORI Said improvements to be completed no later than one (1) year from the. date of this acreement, and Petitioner herrby agroes to comply with standard specifications as adopted by the City, ,rr as otherwise be or have been approved by the Department of Public Wnrks, to comply with all terms and provisions specified hereinregard this improvement by the Council and Planning Commission of the pity of ligard, Oregon, and to use only such material and to follow such designs as may be required to conform thereto. Petitioner shall provide certification of installation conformance, via a registered civil engineer, to the City prior to City inspection of petitioners improvement work for City tentative and final acceptance consideration. 2. To assure compliance with the City' s requi.remeots and the provisions hereof, Petitioner tenders herewith to the City a surety born+ in form approved by the City, with liability in the amount of $J12,4.lS��]y a copy whereof is hereto attached and by this reference made a part hereof. - 1 . MIUILMIX 3 . In the event that the Petitioner shall fail , neglect or refuse to proceed with the work in an orderly and progressive manner to assure completion within the timet limited, upon ten (10) days' notice by the City to the Petitioner and the PeLitioner' s surety, and such default and failure to proceed continuing thereafter, the City may at its option proceed to have the ar)rk completed and charge the costs thereof against the Petitioner and the Petitioner' s surety and in the event the same be not paid, to bring an action on the said bond to recover the amount thereof. In the event that such action be brought, the Petitioner and the Petitioner' s surety shall be required to promise and agree to pay, in addition to the amounts accruing and allowable, such sum as the court shall adjudge reasonable as attorney' s fees and costs incurred by the City, both in the Trial Court and Appellate Court, if any, or the City may at its option bring proceedings to enforce against the Petitioner and/or Petitioner' s surety specific performance of the contract and compliance with the standards adopted by the City of tigard, and in any event, in a like manner, the City shall be entitled to recover such sums as the court may adjudge reasonable for the City' s attorney' s fees and costs, both in the Trial Court and Appellate Court, if any. 4 . Petitioner, concurrent with the execution hereof, has deposited with the City an amount estimated to equal rental and maintenance fees with respect to the street lighting facilities according to Portland General Electric Schedule #91 , Option 8 together with a further sum equal to the estimated cost of providing electrical energy to energize the street lighting facilities for a period of two (2) years from the date of initial energizing of said lights, in the sum of $_ 935_04 _. 5. The City agrees to make and provide periodic and final inspections which in the City' s interest are desirable to assure compliance herewith, in consideration whereof the Petitioner has paid prescribed inspection fee of 49 of .he total estimated cost of the construction; said fee be-ing $j-.34_1_501 so, the prescribed sanitary sewer plan chock and inspection fee, being ;100.00. 6. The City agrees to installation of certain street identification and traffic signs for said street, in consideration of payment in the amount of $ 476.80 7. At such time as the public improvements have been completed in accordance with the City' s requirements, Petitioner shall submit a "certificate of installation conformance" to the City to notify the City of the readiness for acceptance consideration inspection and upon notification by the Department of Public Works that the requirements of the City have been met, the Petitioner will submit to the City a. good and sufficient maintenance bond, if not already provided with the performance bond form approved by the City, in the sum of $_30.786.00 to provide for correction of any defective work or maintenance becoming apparent or arising within one (1) year of tentative acceptance of the public improvements by the City . 8. Various design features and construction sr:andards are inoorporar.#-d in rhe Flans which were submitted to the Ci►.y for varranc„ approval . 1t is -jgrned that- rhr., spy+rifir mems destribe_d in tho atr•achod Exhibit "F3" are approved. 9. Petitioner agrees to provide for correction of any defective work and/or maintenance becoming apparent or arising during the guarantee period as hereinabove set forth. - 7 - a 10. At such time as all public improvements have been completed in accordance with the City' s requirements, Petitioner shall notify the City of the readiness for final inspection and upon certificatiun by the Department of Public Works that all requirements of the City have been met, the Council agrees to accept said improvements, for operation and mainten.ince responsibility thereinregard, and release the Petitioner' s guarantee bond . IN WITNESS WNcREOF, the parties have executed this agreement pursuant to authority in each of them. PETITIONER PAACCIF�IC REALTY ASSOCIATES, L.P.-7 ^ Peter F. n (Partnor) President --(Partner) CITY OF TIGARD, OREGON BY: Z'��/jr� � Mayor B Y: Recorder (OO7OS) - 3 - • � J� CITYOFTIGARL) 004 ;�;!: . �!'. `• Dale _ Ile •;. �.r ros•, + Lot ks w 1.++1;) I u . N� 1,� 'I • _Amount 1'10-432, Building Permit f pn9 431_1,,(,x). -Plumbing flwm t For.; :31-(i01 'dlr+Ch�nl ril F'r rr111 f o,e y 10 4 13 P ;tr S Chr 'M t ern sp 1P 11Jd3', l)Ihl3t Lir n,•.,r,. F. F' •n+ut•, ' 43 y 44 s V24:448� . _ `�1fbn1t o", - (Jl,tti� -.- af; r .' 4 SYrit_L)nv Ch_ar�n 4.; a �9.11 :iySl Lr�v Ch_arpn . . ,� •'r,. ,1.�.IFknS�;�, >�HO.41r1 " Alarm f'rttrr ,44/x: 7-71 4 •� T��,ai��`,lij 'ar b�..t ti,r�'?•tiY�� :i1 .�i.r'.`'Y', �1� .�f� MWr CITY OF TIGARD - -'ST eEE-7__ - DEVELOPMENT O POSIT FEE ({turves , C 0 MP U T N f I 0 N 51-1►.k T� t-A PROJECT NO.- PROJECT NAME ----- (1) PROJECT FEE (City ord. 60-46, Sec. 10, Por."A ); 1; Ise v�?o a)Total estimated Improvement cost . . ` S0 u) Less can. sewer est. const. cost. ........ .. S lkElm� Adjusted improvement cost 0 .04x ,'(sublatal) - . . . . . . (2) SEWER FEE (U.S.A. res. 70-12,Sec.9, Par."13"): a) Sewer plan chock Tee 8 inspection tee , 1, .ao I) ti 10.00 X (no. o )tots) EorD _.. ?) � 100.00 min. b? P_rmit fee 8 connection charge paid. cl Sewer district contract surcharge paid.............. ...C3 (district name (3) STREET LIGHTING FEE . a) R G.E. lighting schedule no.—9 b) Mthly rate option. ...... . no..._--- og hype of`_ !i�htrl lumens CIS N.P. 200 W. (mth�jy telex (no.of lights) type of pole 0%1' 6, 1. X C'rtV,4 u+ wti p4iL -- _. ------ (mthly rate) (no. Ilghts)f' 916 lyr. = 12mth's (subtdal) 1 so (subtotal)X(no,of mlhsl -.- ' ( 4) SIGN FEE (item•t-Instellotion) (par sign) (no of sign) t — X - STOP _ _ — . RESTRICT. OCCUPANCY 1i --X STREET SIGN _At2--X COMB.STOP/ST.NAME ,�s-r-x 2_ = x• 2.9= NO PARI(IPJG X I - 3Z. rSD.I. t—y�- ^ _ - — mise,. type) .. .. .. . . . 4-110. " RECEIPT NO. V0 A-S HATE PAID 1� 4 chock #�53 34 GRAND TOTAL cash money order 1:3 I: serf: sewer,street,ur r ... . '..:..:... :wrs.. :t, .. ..w-.i�.::♦ .'rtn..r M.Ws.N +:... .:.:.iri'....w.WLYew r<rFWMN i+.iJi+Y.AiwaML,iWl4wiiWWJMI.�'�AYW.1WYFi N,YW,•'–. ^-.:"'—R.tVwYlw.tw,'iw`YWR,�.i..,ww+a .. Ak s-rREET DEDICATION AGREEMENT PERFOMIIANCE BOND Bond No. 012379 KNOW ALL ! EN BY THESE PRESENTS, that we PACIFIC REALTY ASSOCIATES, L.P. and South Carolina Insurance Company as Principal, and a corporation duly authorized to conduct a general surety business in the State of Oregon, as Surety, are jointly and severally held bound unto the City of Tigard, Oregon a municipality of the State of Oregon , hereinafter called the Obligee, in the sum of $153,636.7(llawful money of the United States of America for the payment of which we, as Principal, and as Surety, jointly and severally bind ourselves, our successors and assigns firmly by these present . THE CONDITIONS OF THIS BOND AND OBLIGATION IS SUCH, that the Principals are dedicating a 72 ft. wide right-of-way known as S.W. Durham Ruad located in the City of Tigard, Oregon, and entering into a Street Dedication Compliance Agreement with the Obligee herein and upon acceptance of said Compliance Agreement, the Principals shall make all improvements required by the City of Tigard, Ordinances and Compliance Agreement documents as described in said Compliance Agreement all of which are, by reference, made a part hereof, NOW, THEREFORE, if the Principal herein shall faithfully and truly observe and comply with the terms of the agreement and shall well and truly perform all matters and things undertaken to be performed under said agreement and shall promptly make payments to all persons supplying labor or material for any of the work provided by said agreement, and shall not permit any lien or claim to be filed or prosecutioned against the Obligee, then this obligation shall be void , otherwide to remain :n full force and effect. In the event of suit or action be filed by the Obligee hereunder to enforce said contract or to recover under the terms of this bond, in ad?ition to all other rights and remedies hereunder the City, in the event it shall prevail, shall be entitled to recover such sums as the Court may adjudge reasonable as and for attorney's fees. IN WITNESS WHEREOF, the parties hereto have caused this bond to be executed this 2nd day of October_, 1984 . Su,-Ali Carolina Insurance Company Pacific Realty Associates, L.P. ----- (5)41 v Nam (name ) By:/ G. M. ,cunning, Attorns -in-fact 1 art ii r 8Y>�x — By (Corporation acknwoledgment of corporate 11ar1:ner S14>±JEk�k)dt?�' principal and a true copy of the. Power South Carolina Insurance Company of Attorney risut be attache] t(; the 'rSurrty original of this bond) . ^Atturnry-In-Fact JA C. M. Dunning I September 25, 1981 BENCHMARK . 2 X- 672 ( 1976) O.S.H.D. Elevation 243. 038' 5 ra. .3 95 02 In. sidewalk, N.W: corner of undercrossin structure PLAN (2-2 9V/-, o�' Q Sto 4f 92.60) q �of , (Aakn CODE' ow 71/ prom g /- Interstate Highway 5 and S.VII Upper Boone a SCALE: I -50 CU�'b Clearance) Ferry Road. 'a 5 to.. 5 ,,, 92-36 TEMPORARY BENCHMARK. a -e 5t47 6r90.s9) (1983) City of Tigard . Elevation 143. 29' c, s. P MAin A In city monument box at intersection of rk of 8 s to b S.W. Upper Boones Ferry Road and of Typical sere/ce latera/ o h S.W. Durham Road. to oe located ir/ the fie/d. �1 � W � h NO te: at"!e.55 0 rherwise ind%co, red)` ` \ AN = N /a Fir / all S eeyice latera/5 Sf7Q// (C- 14 , C/. Z) op \ s 4 0 t 6 3.ob wi th /os5 ->� boClr �i�/. \ 30-Fir \ � o \ \\ O � 0 + 768s t \\ / -5to. otoo of Of 99. 63 Xp a qz V J / � Exist. curb m N Exis r1/7 6 0 4 Finish 9r4de 160 /50 h v - 150 140 s: oz /16 8�c. s. P. �C- i4, Z) l4 , �� Z � I t 140 �. P (C z�,r/ /f..5.20 (8 ''S�ub Sou t/� /u P_d -5 : 0 0054 4 8„ C �� 9'9 rE ��n /43. 00 XFoat1eff.OD ExiSr 8"c s o IE out 142.80Esf` R�rr� /S26 Rir'7 ��' 3.9 130 In 4 4 PROFILE - PR IE � l.3 0 Main A _/3G oRennM IE out /34./ 7 (exi5t,)(Verif ir1 Id �� T. E lr, 1.34. / 7 (eXls >~) y fiel SCALE=HoriZ.l� = 50 Vert. I = IO Ri rr 14 4 7 _ 011,00 / 1 (Go .2o-00 3 t/Jp 4 tOO 5e0O 6100 u _ - G' NI. APPROVED DE �� Suite 445 AGC Center- - - - - - -. -- -__ �___�----- SHEET DESIGNED 9450 S.W. Commerce Circlet - ----- -- -- — — - -- --- - - - S. W. DURHAM ROAD PLAN SC PROFILE /, ,� Wilsonville, Oregon 97070 --- — — DRAWN �� { al 9 L 6 b3 t,t _-- _-- - _ ``;.:. .... . - SSOCIc�teS, Inc. A 0 + 0 0. TO 5+ .3 ,/6 SANITARY SEWER IMPROVEMENTS ---- --- - --__-----..---- ------- — 1P//lig,,f (503) 682-2450 � --- ------- ----------�--- --- DATE � � CitnsuRmq!nymtk•r�,R`�urvH��' Res. 636.6195 DATE NO. H E V I S 1 0 N S BY CHECKED _ 0L k'I 1AM ROAD. ��CI(�h.EG F::::' I._Y �5T �e SCALE AS SHOWN DATE JUNE 1984 FILE 83. 380. 198 OF 1 " I Ir 11 III I�1 1'II 111 III 111 !III(JI If I 111 I I 1� �1 I yil 'I , l I f I ( 1 I l III �!l f I I ( l I I ( l l I I l I 1 I l I I I Ill I I'i I I I1 � I � I � I � ill IIIA I1 � 111 � ► II ) IIIOIII � II ( III 1 � 1 � 111I11 Itl 1 NOTE: IF T11IS MICROFILMED �" """+� I +�---�--? 3 4 6 7 8 9 I�0 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICI'ev-11 15 DUE TO THE QUALITY OF TW ORIGINAL r-1 'DRAWING. OE 6Z 0? LZ 92 SZ VZ EZ ZZ IZ 02 61 Of LI --91 if 1101--YCI -- 71— II 01 • 9 L 9 - S t, E Z IN��M . y �tlll1llllll111,11111111�1u111,lllllllllll�lllGll,�tlllllll,II111luIl�Uulmt�tllllrlllNl,�l,lllllullll111111111�11111i1111,1111,I,111�1111�F1�If1T11111T►111illubn111111hIIII1nIIIHi�IIII��111,IlIII,III,NlI1IIII1111hUI �L1u�llulllll�.ul,llllllll�lnl) JUNE 24 1992 ANEW nw.w....... �.. ...-w�rr - :.;WM.y,'.i{6d,,, �._. ..s.�. -^^.,"+._..�...�.-� vp�nw..� .— ..■s �.w�...a- -- - - .�._. IIIIII- + . �►" -•gar.—„yw• •...�...--•. . „�,K;;� _._ .. _ MIN WID7I4 N O#A• DIA ♦ 18" FINISH G R ADE r I 2'-8" ItioTE : 91 C I. Cleanout flange to be bolted qnd grouted in placeNATIVE . �_ - I/�' RADIUS — 611 _ I" RADIUS MATERIAL W = v 2. Conc., p' pe plug to be wired C0MftCTIN 6 ED > W �r O�. Lto Wye bell. d o 4" PLASTIC PIPE LOCATED AS TO FINISH OD 1 o N SPECIFIED IN THE FIELD, GENERALLY GRADE UAN WIDTH IN PIPE ® 10 'o o� - o- NOT LESS THAN 2 PER LOT. Pipe joints and flexible rubber `OI �* - _ — ZONE=1.s■ Noae peg, + le d N _ r— I/2 DRIVEWAY CUT Ditch li I C I Di9csketq shall conform to A-STM. _ �_ •1��"r-`�'1 spear ications C 443-60 T. \ \ \ PIP( - "' ZONE f 4. Cast iron frame and cover a \\ 1 0 0 - ' . PLAN s<hal! be 'volley Iron 61 Steell Co. ' . o row I,16z 202 for 6" 8 203 for 8" � or equal . b U4*—Ott tw w401- I •• , Jo , OR SANITARY4 to FOR B�sIN LARVRAL5 � SEWER SERVICE LATERALS . (TYPICAL FOP? ALL /� CLASSE; OF BACKFILL) STANDARD CLEANOUT s�:— O- GRAVEL. SASE NOTE: I. CONTRACTION JOINTS SHALL HE PLACED AT ALL CHANGES OF DIRECTION AND POINTS OF CURVATURE, AND ATA MAXIMUM SPACING OF 20 FEET. 2. CONCRETE USED FOR CURB SHALL MEET A 3,000 P.S.I. CLASS I BACKFILL- COMPRESSION STRENGTH AFTER 28 DAYS ( GENE0ALLY LAWN S PLANTED AREAS I STANDARD CURB DETAIL FINISH GRAD�r. YIN WIDTH bel :" Agit and nub NOM. DIA. + le' THIS AREA COVERED UNDER V-4 A.C. PAVEMENT 2 E A. 1 Irl- L,� `rs OF REPLACEMENT A.r- ( CLASS FINISH ITEM GRADE 000 P. S.I. Conc. base 4WD w 1/2" Bor all around � • . . 3/4"- 0" - \ GRAVEL BASE . Maintain 1/2" to I" ciearande between pipe & none. � � '•� - = • � • � 4' ... VARIABLE 4� 0` PIT . - ^ o •. � d6 . r' 11- 4"-D�2IVEINAY WIDTH \ RUN GRAVEL, '' • •� W P�OCKie TD SE NVI-koveb STD :� CRUSHED ROCK • • '� a All Conc. Ferrer pipe, wye'>a, bonds and plugs used SIDE`NALK --L.. \ 9 OR GRAVEL ' • ' > E� 'CNE TRuCKI. b • �,� �r_• • � � CONTRACTION "ll conform to AS.T.M. r4ecifil ation C - 14 . - �. s p \ JOINTS ` JETTED OR MAX. WIDTH 1 PIPE MECH. COMPACTED ZONE Lb � kUk OIA +le o � a Conc. > _ Conc. 1/8 bend I40TE. SLOPE OF DRIVEWAY APPROACH PIPE 0C11 L71---1 _ o support �� MAY VARY DEPENDING LIPON ZONE 4 COrIC. WyeALL DRIVEWAYS- TO BE 6" CONCRETE INDIVIDUAL DRIVEWAY � '� +. FLOW IN lock .�� .r. .• . •, CHARACTERISTICS, (+I/4"'/Ft. Min.) `' '+ a ' N, NO SCALE c•..�' o.. , •,'� - •� -� do 411 0 d ilk '•' o.. ,,, ...0 ♦, .�'.. s. e;i -t^•. •O, .. P 3/4 -0 GRAVEL SASE Cone. plug Special pipe bedding STANDARD DRIVEWAY DETAIL ��h�oPROFEs� with r. ring 199 SECTION CLASS 4 BACKFILL 4, f STANDARD CLEANOUT (GENERALLY PAVED AREAS ) G M .�s�s,a■a APriROVED DE HAAS Sueh4t6• AGCG»ter DESTANDARD CLEANOUT, CURBSIGNED 9460 S.W. S . W. DURHAM ROAD , SHEET W ' ""' ' " "ri °'°'° M. M � 4V �E DRAWN STREET, DRAINAND SANITARYssociates, Inc. / CLASSIFICATION DETAILS 6 ' -- ---• ------ ---_�_ — �/�/gam (503) 682.2460 SEWER IMPROVEMENTS DATE NO. DATE _ ! nrr,im•N�f y,.,.,.,, .1 '„ ,vrv, ,•. REV 1 5 1 0 N S 8V CHECKED Res. 836-6195 �:11..IPHAM I�:OOD• FeCIONE`Si F:'' LY ST _ `^TALE AS SHOWN DATE JUNE 1984 FILE 83. 380. 198 • , ... � rc •1 f �I 1 I �I I I 11 I l I � I 1• I-.. .I_, i I-- I I�Iw I it I I I i I I I 111^'��,...,,,�, .,. .._— .�,...___ ... _ _ _ '�I� A, . .. tt t �I'II ill III III III ill IIF I�R i!�'�I) II III ill' li 1� TI�I II III 1�1 III 111 Ili I III III III I�c!III III III 1�1 III III III III III I I III IIII IIrI1IIIIIIIIIllIl1�1'Itlllll ;� ,_ _ J '' NOTE: IF THIS M ICROF I:-IED I I 2 3 41 -M J 6 7 8 9 l 0 1 ) _– 12 DRAWING IS LESS CLEAR THAN THIS NOTIC6s•-IT IS DUE TO THE QUALITY OF THE ORIGINAL `bRAWING. GE 67, 9Z [Z 97 SZ 1•Z EZ ZZ IZ OZ 61 BI L I 91 111 ♦1. . E I Z I I I 01 e 9 [ 9- S to p e e�I111111IIII1I11111111111UIII11111Ulllll�lllllllllllpll1111111111111'IIIuIImI+IIII11111i1111N11�UI11rnIIIluI1n1111nIunIIIIIIIIi�iWlIII IIII IIItnilllulttulitttlnll�nuhl 1111IIIUII1nlllnllllubllltltltlNlluuLlu�lll�ulllullulUl{IIIII) JUNE 24 19 92 .,.I�1..1�.•�.w. , ..—.. .. ...•.__� ......�. —.�- _.... �.�..w..�,y,�y„•,.,.+�."" '-J�.Jii:ui4::.M �... a..•.... .... � � ,. .. �. ., ,r. � .. PAIt'1'NFR (S) A('K!�crlvr.[;Ix ,r�,1Jf S'IA'1'E OF ( ir;F(,UN ) ol, MULTNOMAH ) On this 1st f October_---, 19--84 , bEfoj•_� Iw Peter F. Bechen to me known , incl and President .=t at ed t Ii:,t. ,1 4 i n the firm of Pacific Realty Associates, ;r partnership, :srtd wknov;I(Agcd that he executed the instrument as ti;e ree aut and deed of said firm. IN 'PEST INIONY 1111E:RKOF, l I,A1 F herHi(nto set my hand vtid :rf- fi %.A my (if f icial -,u;i1 and v it 1 + tet nlmvo %k r Mwft . jpw Not ;iry Puhl i I • .r �`i !qty Cun.rui rir( �, i , . App Cxhibit "A" Parcel 1 Tai; r.ot 1300 (Proposed Revision) (T-uture Stzeet Dedication) A tract or land situated in the Northeast 1/4 of Section 13, Township 2 South, Range 1 West of the Wiliamette Meridian, Washington County, Oregon being more particularly described as follows: Beginning at a point that is S 89028'28" W 525.86 feet from the center of the northeast one-quarter of said Section 13 (as shown on C.S. 19, 127) and S Ou31. ' 32 " E 41.85 feet from the north line of the south one-half of the northeast one- quarter of said Section 13; thence S 89" 28'28" W 72.00 feet to a point; thence N 0031 ' 32" W 129.92 feet to a point of curvature; thence northwesterly along a 158 foot radius curve to the left (through a central angle of 40008'33") 110.70 feet (long chord bears N 20035"48" W 108.45 feet) to a point; thence N 4040'05" W 246.94 feet to a pe)int of curvature; thence along a M foot radius curve to the right (through a central angle of 80 39'45") 59.27 feet ( long chord bears N 36020112" W 59.21 feet) to a point on the south line of that tract of land dedicated to the public and recorded in Fee No. 83-003788 of the Washington County Records; thence N 89054'55" E along the south line of said dedication 46.67 feet to a point; thence N 0005'05" W 13. 15 feet to a point of curvature; thence northwesterly along a 150 foot radius curve to the left (through a central angle of 14050'06") 38.84 feet ( long chord bears N 7030'08" W 38.73 feet) to a point; thence N 0005'05" W 10.86 feet to a point; thence S 30028' 34" E 19.64 feet to a point; thence southerly along a 32.0 foot radius curve to the left, (thrc•igh a central angle of 10011131") 56.92 feet ( long chord bears S 35034 '19" E 56.65 feet) to a point; thence S 40040'05" E 247.07 feet to a point; thence southeasterly along a 230 foot radius curve to the right ( through a central angle of 40008'33") 161.14 feet ( lon� chord bears S 20035'48" E 157.87) to a point; thence S 0 31 '32" W 129.92 feet to the Point of Beginning. Contains 0.922 Acres Basis of Bearing: P.S. 20,596 of. the Washington County Survey Records. 9/21/84 83. 380 . 198 I i Exhibit "A" Parcel 4 Portion of Existing Utilities Easement to be dedicated. A parcel ' of land in the N.E. 1/4 of Section 13 of T. 2S., R.1W., W.M. Washington County, Oregon, being a portion of that tract of land described in Fee No. 79-036450 of the Records of Washington County, Oregon (T.L. 1700, Map 2S-1-13A) , said parcel being described as follows: Beginning at a pp,it on the southerly right-of-way of S.W. Upper Boones FPr:y Road (County Road No. 534) that is S 49019'55" W 79.236 feet from a 1- inch iron pipe with a Washington County cap shown as being set for the N.W. corner of that tract described in Book 128, Page 34, of the Washington County Deed Records, in County Survey No. 19, 127, said 1.-inch iron pipe also lies S 89005104" E 26.91 feet and S 48041142" W 716.23 feet and S 4919'55" W 452.67 feet and S 40043'05" E 30.00 feet from the recognized East 1/1.6 corner on the line between Sections 13 and 12, said 1/16 cornet baing shown as Point No. 289 on County Survey No. 19,127; thence southeasterly along a 45-foot radius curve to the right, (through a cen8ral angle of 62P44'02") 49.271 feet ( long chord bears S 72 02106" E 46.847 feet) to a point of compound curve; thence continuing along a 65-foot radius curve to the right (through a central angle of 3523'20") 40.147 feet (long chord bears S 22058'25" E 39.512 feet) to a point; thence northwesterly along a non- tangent 392 foot radius curve to the right (through a central angle of 40l i'25") 28.669 feet ( long chord bears N 28054109" W 28.663 feet) to a point of reverse curvature; thence northwesterly along a 40-foot radius curve to the left, through a central angle of 103051'39" 72.509 feet (long chord bears N 78044116" W 62.981 feet) to a point on the southerly right-of-wa• of said S.W. Upper Boones Ferry Road (County Road No. 534 ) ; thence N 49019' 5.5" E along Ltie said southerly right-r,'-way 20.616 feet to the Point of Beginning. Contains: 0.099 acres Basis of Bearing: P.S . 20 , 596 of the Washington County Survey Records. 9/21/84 83. 380. 198 Exhibit "A" Parcel 3 Tax Lot 1300 (Proposed Revision) Reserve Strip A tract of land situated in the Northeast 1/4 of Section 13, Township 2 South, Range 1 West of the Willamette Meridan, Washington County, Oregon being more particularly described as follows: Beginning at a point that is S 89028'28" W 525.86 feet from the center of the northeast one-quarter of said Section 13 (as shown on C.S. 19, 1271 and S 0031132" E 41.85 feet from the north line of the south one-half of the northeast one-quarter of said Section 13; thence S 89028'28" W 72.00 feet to a point; thence S 0031 '32" E 1.00 foot to a point; thence N 8928'28" E 72.00 feet to a point; thence N 0031 ' 32" W 1. 00 foot to the Point of Beginning. Basis of Bearing: P.S. 20,596 of the Washington County Survey Records 9/21/84 84. 380. 198 FF CCm C Portland General Ekchic C Tipany September 27, 1984 John Hagman City of Tigard 12755 SW Ash Tigard OR 97223 Durham Road Extension at Upper Boones Ferry Road Enclosed you will find a streetlight layout for the new Durham Road exten- sion. We propose that three double-davit poles be installed , one in each island. These poles should each have two 100-watt t, gh pressure sodium fixtures. PGE will supply the streetlight circuit to each of the islands. The city will be responsible for installing the poles, luminaires and necessary conduits for the streetlight circuit. These lights will be billed under PGE Rate Schedule 91 , Option B. 6 - 100-W HPS @ $4.59/month a $27.54' 3 - Double-davit streetlight poles @ $1 .49/month 4.47 '- Monthly Total $32.01 There currently is a PGE pole located at the corner of Upper Boones Feer,rr Road and the Durham Road improvement. It would be beneficial � a v�le 200-watt high pressure sodium fixture installed on that The light on the existing PGE pole could be installed under either ion A or Option B. If the light is to be installed under Option B, the Y could purchase the light from us and we would install it. If we were to do this, the initial cost would be between $250 and $300. if the light were to be installed under Option A, there would be no installation cost. 1 - 200-W fixture, Option A $9.84/month or 1 - 200-W fixture, Option B $6.95/month ' Western Division--14655 SW Old Scholls Ferry Road—Beaverton,Oregon 9 7007---643-5454 John Hagman September 27, 1984 Page 2 If yt.1i find this arrangement agreeable, plea,, . sign the approval line below. Also , indicate wtitther you would prefer Option A or Option B on the 200—watt fixture to re installed on the existing PGF pole or if you prefer no fixture at all. As soon as we receive your approval , we will proceed with our engineering and pricing. Thank you. Sincerely, Lyle Truax Customer Field Services Western Division Approved LT/9sa9.2B21 Enclosure vL r ' � % 95 , HAAS & Suite 445 - AGC Center 9450 S.W. Commerce Circle 63 67 . Wilsonville, Oregon 97070 ' .97 ssoclates, Inc. (503)682-2450 Consulting Engineers & Surveyors September 21. , 1984 Mr . John Hagman City of. Tigard P.O. Box 23397 Tigard, Oregon 97223 Dear John: Enclosed is a revised copy of the street dedication description to be attached--Co--t-he Street_ Dedication Compliance Agreement. Sincerely, 17/ Gary Myv ,ak, P.E. ("M!skd Enclosure cc: 83 . 380 . 198 Exhibit "A" Parcel 1 Tax Lot 1300 (Proposed Revision) (Future Street Dedication) A tract of land situAted in the Northeast 1/4 of Section 13, Township 2 South, Range 1 West of the Willamette Meridian, Washington County, Oregon being more particularly described as follows: Beginning at a point that is S 89028'2.8" W 525.86 feet from the center of the northeast one-quarter of said Section 13 (as shown on C.S. 19, 127) and S 0 31132" E 41.85 feet from the north line of the south one-half of the northeast one- quarter of said Section 13; thence S 89028'28" W 72.00 feet to a point; thence N 0031'32" W 129.92 feet to a point of curvature; thence northwesterly along a 158 foot radius0 curve to the left (through a central angle of 408133") 1.10.70 feet (long chord bears M 20035"48" W 108.45 feet) to a point; thence N 40040 '05" W 246.94 feet to a point of curvature; thence along a 392 foot radius curve to the right. (through a central angle of 8039'45") 59.27 feet ( long chord bears N 3620'12" W 59, 21 feet) to a point on the south 1 ine of that tract of land dedicated to the publ is and recorded in Fee No. 83-003788 of the Washington County Records; thence N 89054'55" E along the south line of said dedication 46.67 feet to a point; thence N 0005'05" W 13. 15 feet to a ;point of curvature; thence northwesterly alonq a 150 foot radius curve to the left (through a central angle of 1450'06") 38.84 feet ( long ch(.rd bears N 730'08" W 38.73 feet) to a point; thence N 0005'05" W 10.86 feet to a point; thence S 30028' 34" E 19.64 feet to a point; thence southerly along a :320 foot radius curve to the left, (through a central angle of 1011'31") 56.92 feet ( long chord hears S 35034 '19" E 56.85 feet) to a point; thence S 40040`05" E 247.07 feet to a point; thence southeasterly along a 230 foot radius curve to the right ( through a central angle of 40008'33") 161.14 feet ( lon� chord bears 3 20015'48" E 157.87) to a point; thence S 0 31 '32" W 129.92 feet to the Point of Beginning. Contains 0. 922 Acres Basis of Bearing: P.S. 20,596 of the Washington County Survey Records. 9/21/84 83. 380. 199 s� s� Exhibit "A" Parcel 2 Portion of Existing Utilities Easement to be dedicated. A parcel of land in the N.E. 1/4 of Section 13 of T.2S., R.1W., W.M. Washington County, Oregon, being a portion of that tract of land described in Fee No. 79-036450 of the Records of Washington County, Oregon (T.L. 1700, Map 2S-1-13A) , said parcel being described as follows: Beginning at a point on the southerly right-of-way of S.W. Upper Boones Ferry Road (County Road No. 534) that is S 49019'55" W 79.236 feet from a 1- inch iron pipe with a Washington County cap shown as being set for the N.W. corner of that tract described in Book 128, Page 34, of the Washington County Deed Records, in County Survey No. 19,127, said 1-inch iron pipe also lies S 89005104" F 26.91 feet and S 48041'42" W 716.23 feet and S 49019'55" W 452.67 feet and S 40040'05" E 30.00 feet from the recognized East 1/16 corner on the line between Sections 13 and 12, said 1/16 corner being shown as Point No. 289 on County Survey No. 19,127; thence southeasterly along a 45-foot radius curve to the right, (through a cen8ral angle of 0 44'02") 49.271 feet ( long chord bears S 72 02106" E 46.847 feet) to a point of compound curve; thence continuing along a 65-foot radius curve to the right (through a central angle of 3502312011 ) 40.147 feet (long chord bears S 22058'25" E 39.512 feet) to a point; thence northwesterly along a non- tangent 392 foot radius curve to the right (through a central angle of 40] 1125") 28.669 feet ( long chord bears N 28054109" W 28.663 feet) to a point of reverse curvature; thence northwesterly along a 40-foot radius curve to the left, through a central angle of 103051139" 72.509 feet (long chord hear.; N 78044116" W 62.981 feet) to a point on the southerly right-of-way of said S.W. Upper Boones Ferry Road (County Road No. 534 ) ; thence N 49019' 55" E a 1 ong the said southerly right-of-way 20.616 feet to the Point of Beginning. Contains: 0.099 acres Basis of Bearing: P.S. 20, 596 of the Washington County Survey Records. 9/21/84 83. 380. 198 Exhibit "A" Parcel 3 Tax Got 1300 (Proposed Revision) Reserve Strip A tract of land situated in the Northeast 1/4 of Section 13, Township 2 South, Range 1 West of the Willamette Meridan, Washington County, Oregon being more particularly described as follows: Beginning at a point that is S 89028'28" W 525.86 feet from the center of the northeast one-quarter of said Section 13 (as shown on C.S. 19, 127) and S 0031132" E 41.85 feet from the north line of the south one-half of the northeast one-quarter of said Section 13; thence S 89") 28'28" W 72.00 feet to a point; thence S 0031 '32" E 1.00 foot to a point; thence N 8928'28" E 72.00 feet to a point; thence N 031 ' 32" W 1. 00 foot to the Point of Beginning. Basis of Bearing: P.S. 20,596 of the Washington County Survey Records 9/21/84 84. 380. 198 ilE HAAS & % 9S Suite 446 - AGC Center 9450 S W. Commerce Circle 63 62 . Wilsonville, Oregon 97070 2% .191 A __ _- _- ____________________ s s o c i a t e s, Inc. (5O3)682-2450 Hz Consulting Engineers & Surveyors September 18 , 1984 Mr. John Hagman City of Tigard P.O. Box 23397 Tigard , Oregon 97223 Dear John: Enclosed are the following revised items f.or the S.W. Durham Road Improvements project: 1) Five (r;) sets of revised plans. 2) Aa itemized construction cost estimate. Total construc- tion costs are estimated to be $153,636. 70. We will forward the revised street dedication descriptions shortly. Sincerely, Gary Myzak GM/skd Enclosures cc: 83. 380. 198 Leon Hartvickson S.tV. ',)URI,.%*,! I;OA',) :;'I'1ZEE,r, ST011." DRAIN AVO SM.'ITARY SEWER IMPROVEMLIJTS SCHEDULE i GRADIt:G S PAVING I?-1PROVEi4t'N"I'S ITI:'1 TOTAL LTE''M 1. PITE Ear; i';,R:'1TIO 1 . 1 1carin.; & .-ruuhincl, Lu"P Su:T' at the lu.r;.i sum .)ricc, nuf ;)oIlar Cunts (a ZD�IJ Ute___-1 i' r I,u'nn our Z !>�G 1 . 2 Finish (;r3c: in i , l.Uay Sur :lttn(. lu:�', :iu.ri price of Dollar:, t (`- Z G�UU .G' )ii,?C l,u'1,) auT 1 . 3 Ar-ratl -)n u :-wr , At the im l C 'r { .+nt J f :5p r�u r 15-1' _ {'CC K 4744-}' C u.i 1 C lar.-5 it tit? unit "rice oZ :;,)1 1 '9 r ronts �$r _ /G) ) Ner -ubic Yard I'r o"o s a l - 2 " JTAL FOR ITEM Ij IT r.N, 50 Cubic 2. 2 Subgrade Stabilization, Yards at the unit price of dol : ,rs Cents ($ �O " ) her Cubic Yard Eos PAV_l:MrI'I' , �-3-?' Pons at the unit price of t)ol Lars Conts Fier Ton --- . 1 ITANDARD CUIM W444 f,inea1 E'eet at the unit price of Dollars �,` Foot ;'_;-1 Catch :'. sins, a Larn at tine unit pric-2 o . :collars Cents u Per f;acn Lu:np Su:n at tvie lu.nP suit price of Dollars Cents 3 Proposal - ITE:^^ fOTAL FOR ITCM 7 . CONCRETE APRONS , 1824 Square Feet at the unit price of no Ilars _ Cents G� S Iu ire Foot S Z (J Nr0003al - 4 a"CHEDULC II STOR'1 DRAIN IMPROVEMENTS TOTAL FOR ITEM. ITCH 1 . IrPr 7CtlEXCAVATION & BACY K__ILL . 1 —Clea Grung, Lump Sum at the lump sum ;rice of Dollars C07nts Per Lump Su'* ------- 1 . 2 Trench E'x(-,1vation, Co'riion a) n-� feet ciees,, Lineal Foet at the unit pri c of Dollars Cents F'er Lineal Foot r,) U-12 feet .3ce�?, 1;! L i n4:a 1 ':'Oct at the unit .;r ice o' UoIlars "?ntri I'er Lineal h'oat r-� c) Catch ::a_sin Laterals, v Line-.) l !'eet at the unit price of Do11ars t Cents (5 Sa ) Per Lineal Foot- Proposal oo L• Proposal - 5 7 "OTAL FOR ITEM ITI:`1 9ti 7 1. 3 'french Liac�11 a) ��ravel 3ase Zone, b Nile 92'S [.ineal Feet at the unit price cf Dollars Cents 290/ per Gin al foot a -- b) C1 ►s 1 '"ack.fi11 feet (100 7' Lineal it t!le unit price of �c�llars -e!nt ____---- yo 0 c) j , s 4 P a c' f i l l 7 7-7 j) ;!_� feat ;iec;�• �.t' Linn +l Feet at t!le uni t price Of ;;cellars C:C1tS ol —� 45 _. per "l) 8-12 feet I..ineal [Feet at the ;snit price ;�oll.�rs —� Cc'nt.i G� c Per Lineal t'eet ,R r ■ ITI '1 TOTAL FOR ITEM 3) Catch i;asin Laterals, Lineal Sect at the unit price of Dollar: Cents ;,or Lineal Foot S d) Foundation stabil. iz,ition, 30 Lineal U,,et at the unit orlce of Dol tars Cents ($ ,6 ) Per L i noa 1 Foot •3 1;1,0101, DPA7,1 PIPE 2. 1 1 ?.nc;i Concrntc Eine bras 2 ) , uincal Poet at tho unit trice of Z77 �O11dCS ents Por Lin 2a l Foot 2. 2 30-incn Concrete Pive (C-7�. , - lass III ) , r3o� Lineal Uoet at tho, un t—.-)rice of �S3 ';ollars Cents Por Lineal 2. 3 ;!1- inch Concrete (Pim (C-76 , Class IV) , 137 Lineal Feet at the unit price of dollars Cents c�o (g 1ST ) Ijer Lineal foot 5 fS I'1'11M, T(YrAL fi)P ITE`l 3. MANHOLE CONSTFUC'CIwi 3. 1 Standard 43-inch Manhole, O-8 feet deep, 1 Each at the upit price of Dollars Cents (S` iiUU oi� a) Per Each 3 . 2 flattop -1s-inch Manhole, 2 Each of tic unit: -)rice of Dollars rants 4 . 3(` x 12" TEE, 4 Each at t—na uni r_ price ()f c�tIt 5. 30" 11;0 Bend, 1 Each athe tunit price of __--_—_0011 a r s _ _ Cents ($_� .2 UO 4�0 _) Per Each 3S6 iy �o Proposal - �i SCHEDULE III SANITARY SEWER IMPROVEMENTS ITEM SANITARY FOR ITEM 1. TRENCH EXCAVATION & BACKFILL 1.1 C�cle�arrinom� 6 ,G�rub�bi,_nj, Lump Sum at the lump sum price of Dollars Cents ($ c �� P r�L u.L 7 S u n --- 1. 2 Trench Excavation, Common a) 0-8 feetdeg- R, IOU Lineal Feet at the unit price of Dollars Cents ($ ``_ tel ) Per Lineal Foot b) 8-12 feet deep, 422 Lineal Feet at the unit price of Dollars Cents ($ --- ) Per [.ineal Four. S 2 //U c) 12-16 feet 124e , 70 Lineal Feet at the unit price of [Dollars Cents Per Lineal Foot S d) Service Laterals, 107 Lineal Feet at that price of Dollars Cents I Sc; Per Lineal Foot Proposal - 9 ITE`1 TOTAL FOR ITEM 1. 3 Trench Backfill a) Gravel Base and Pipe Zone, 699—meal Feet at the unit price of 0o) lars Cents ($ ) Per Lineal Foot b) Class 4 backfill 1 ) U--g .feet deep, Kitt Lineal [eet at the unit price of Dollars Cents (; ) Per Lineal Foot 2) 8-12 feet deep, 422 Lineal Feet at the unit price of Dollars Cents [ger. Lineal Foot 3 ) 12-16 feet deep, 70 Lineal Feet at the unit price of Dollars Cents `- ) Per Lineal Foot S 4) Service Laterals, 107 Lineal Feet at the unit price of Dollars Cents ($ _) Per Lineal Foot Proposal - 10 is ITEM TOTAL FOR ITEM c) E'oundation Stabilization, 100 Linea Feet at the unit price of Dollars Cents ( $ ) Per Lineal Foot 2. SE.:'ER PIPE INSTALLATION 2 . 1 flinch B & S Concrete Pipe (C-14 , Cl. 2) , 107— Lineal Feet at the unit price of Dollars Cents (S ) Per Lineal 1'oot 2. 2 ©-inch B & S Concrete Pipe (C-14 , C1. 2) , 592 L neal Feet aL the unit price of Dollars Cents ($ ) Per Lineal Foot 2 . 3 Service Tees, 2 Each Ti the unfit price of Dollars Cents ($ Per Each S 3 . MANHOLF. CONSTRUCTION 3. 1 Stwidard 48-inch Manhole, o-•d feet deep, 3 Each it the unit price of Dollars Cents (S Per Each S 3' Proposal - 11 ' ITE`1 TOTAL FOR ITEM 3. 2 Extra Manhole UePtt: (Standar— d 481 Manhole) , Lineal Feet at the unit price of k Doollars ` Cents k w (S 9G' ` ) Per Lineal Foot $ TOTAL SCHEDULES I # I I , AND III $ �l Proposal - 12 l S C / l e/ !? G'O!, ale Oji.d5. s, 1 2 a�rey►� S. �,aco — .=' o ✓i =��!' ��i',.l�j d H a'�.3"�'�j r)�'��! �/,os•,�i .S//r,> �'�� /�`f�aG'r /;5�1 . �.� ►-ee--� L4yon s �� 6,z� 9 .�'S�w vo 711c-.-t 6�f�o c+'•'!. � / Ar bl. X33, 9 9� 4> • ti �y�✓', l� v^ Al .� � L l�r'.5'.S '`�� G�'4'C_ rt`,+'�i �; f_'� ,l�v�j �-�� i.:►' •..�� / `?7 2G �-=r; ��a ��r ry' - G /v=` 6 soca L��Nom'�,1, ��• / r, �',,/ 1 % JE HAAS & Suite 445 - AGC Center 9450 S.W. Commerce Circle e. . . • Wilsonville, Oregon 97070 1� , ' 197 ssocla'es, Inc. (503)682-2450 Mz Consuhing Engineers & Surveyors September 4 , 1984 Mr . John Hagman City of Tigard P.O. Box 23397 Tigard, Oregon 97223 Dear ,John: Enclosed are the following items related to the S.W. Durham Road Street, Storm Drain and Sanitary Sewer Improvements : 1. Three copies of revised pans and one copy of the specifications. 2. A copy of the letter sent to Frank Currie addressing items as discussed in our meeting of August 28th. 3. A copy of the street dedication description to be attached to the Street Dedication Compliance Agreement. I believe this provides al. I of the necessary information to complete the Street Dedication Compliance Agreement for execution by PacTrust. Sincerely, y Gary My7 n.K GM/skd Attachment cc, 83. 380. 198 IMAM JE HAAS & EHz' ' �5 Suit®445 - ACC Center 9450 S.W. Commerce Circle e7 . Wilsonville, Oregon 97070 292 s s o c a t e s, Inc. (503)682 24bO Consulting Engineers & Surveyors August 31 , 1984 �P o 1 f' Mr . Frank A. Currie, P.E. Director of Public Works City of Tigard P.O. Box 23397 !� �— , Tigard, Oregon 97223 Dear Frank : The purpose of this letter is to officially request City concurrence on various design features that may require variance approval on the S.W. Durham Road Street, Storm Drain and Sanitary Sewer Improvements project. The specific items are as follow and are incorporated in the plans submitted for City approval: 1. Driveway Aprons. In as much as the driveways need to accomodate long low-profile trucks with wide-turning radius, driveway aprons are designed at 60 feet long. Also, the apron slope is to be at 1/4" per foot to the property line. 2. Final Lift of A.C.. It is agreed that because this is not a residential development, we will not have to wait a year before placing the final lift of A.C. The street dedication compliance agreement will need to be revised to reflect this procedure. 3. T.V. Inspection. It is understood that the Contractor Till not be required to provide T.V. tapes and video reports for the 30" storm drain. 4 . Gate. In lieu of a barricade, a gate with proper Ne-11neation (reflectors) will be placed at the southerly end of the street. 5. Trench Backfill Above Pipe Zone Trench backfill above the pipe zone shall be clean pit-run gravel , crushed rock, or gravel having reasonable even graduation from coarse to fine. The maximum shall be four (4) inches. Materials shall be subject to approval of the Engineer. Compaction shall be 90£ of maximum density per AASHO T-1801 and such that no settlement will occur. Materials shall be placed in lifts not greater than 12". 6. Typical Section. Truck traffic on the existing Durham Road legs 267 and 482 ADT respectively for years 1980 Mr . Frank A. Currie, P.E. August 31, 1984 Page 2 and 2000 projected. For design of the new leg, we have selected 150 and 271 respectively, which we feel is a very safe (high-end) projection. The CBR developed for the 72nd Avenue project was five (5) for Boones Ferry Road and ten (10) for 72nd Avenue. Again, being ve a safe, we have selected a COR of five (5) for design of the new leg. Design based upon these two parameters calls for a full, depth section of 8.6" of A.C. Using a section of 3" of A.C., the required additional crushed rock equivalent (2" rock to 1 " A.C.) equates to 11. 2". our typical section of 3" A.C. and 12" crushed rock exceeds these very safe design requirements. Sincere }�; MARLIN . DE HAAS , P.E. M,TD/skd cc: 83 . 380. 198 John Hagman % 95 JE HAAS & Suite 445 - AGC Center 9450 S.W. Commerce Circle b 67. � Wilsonville, Oregon 97070 AS* . . . .197 ssociates, Inc. (503) 682-2460 Hz Consulting Engineers & Surveyors huIlu;t 24 , 1984 Mr. ,john Flagman City of Tigard P.O. Box 23397 Tigard , Oregon 97223 i Dear ,john: Enclosed is an itemized d construction cost Estimate for the %W. Durham Roar] Improvements. Total Construction costs are estimatf-d to be $14f-,-932..00. The correct name of the Owner to be placed in the Street Medication Compliance Agreement is Pacific [fealty ,'associates, G.P. Sincerely, Gary Myzak D GM/skd Attachments 33. 380. 198 WIITALA 1220 S.W.Mom acin,Suite 905 MANAGEMENTI INC. Pot-tlw-r Cegnn97205 503/224-2355 August 24, 1984 Ted Burkholder Stot�x_ Cable Television P 0 Box�I�Sfi. Beaverton, OR-,9-ZQ75 Dear Ted: To confirm our meeting of August 23, 1984, the following procedure will be used in constructing the Durham Road extension south of Upper Boones Ferry Road. We will provide notice to your office at lease two weeks in advance of the ditch opening on the west side of the right-of-way to all.ow Storer to place one 3" PVC conduit in with the telephone company's conduits. These conduits will have 36" of cover. The cost of placing the conduit will be the responsibility of Store Cable Television. Thank you for your cooperation. Since_ely yours, WITTA NAGEMENT N T Wiitala cc: " tor . John Hagman, City of Tigard Mr. Gary Myzak, Dellaas b Associales *ir. Howard Green, H.L. Green Co. nnRV,FMgW•e "mFes'�CTRUBT t i CIRCULATION 'opy ALL SPACES MUST BE ENDORSED PRIOR TO APPROVAL OF THESE PLANS • 3. 1 1-111 'DEPT. GY—_ DOTE PLANNING DEPT. MY- BUILDING DEPT. [3Y___ Dr'TE COU TY.HCALTH D F:!,,r. DATIZ. vlllll;r� "Cir DA' F TIGARD WATER LAST. 13YA D A T It EtW- 74 d! Gr_NEnAL TELEPHONE _ z". __ OAT=,-- '_A_ oe4kt A DTr 3 �� '!` ifi. �/%�r r r Tl/A f/ W NATURAL_?A S G.R. F. D.E. Ely jw' 00 Ro0c"t G1 4 14. b� / Ch1 DeNh�l SkiFET A TES, L. P TITLE SHEET 900 1 1/6 205 SCALE AS SHOWN DATE JUNE, 1984 FILE 83. 380 198____� 1• t A Unified Sewerage Agency of Washington County 150 N. First Avenue Hillsboro, Oregon 97123 �r 503 649-9621 RECEIVED August 20, 1984 r�I)Li G 2 19R4 CITY OF TIGARD City of Tigard P.O. Box 23397 Tigard, Oregon 97223 Gentlemen : SUBJECT: SW DURIIAM ROAD SANITARY SEWER IMPROVEMENTS The construction plane on the above--referenced project have been approved by the Unified Sewerage Agency. If you have any questions , please do not hesitate to cull . Sincerely , Terry Chamberlin Design Engineer TC:jb Enc. 7? 4BH W JE HAAS & e Suite 445 - AGC Center 9450 S.W. Commerce Circle . Wilsonville, Oregon 97070 ssociates, Inc. (509)682-2450 Consulting Engineers & Surveyors August 17, 1964 Mr. Robert Thompson City of Tigard P.O. Box 23397 Tigard, Oregon 9727.3 Dear Bob: Enclosed are seven sets of plans for your review and approval for the S.W. Durham Road Street, Storm Drain and Sanitary Sewer Improvement project. As previously discussed, the developer will hand-carry the set with your approval stamp to the utility companies for their signature. We will forward the necessay specifications, agreement and fees at a later date. Sincerely, (GARY 14Y77A , P.E. GM/m,j d At`3chments cc: 83. 380.198 Tom Wiitala 503/224-2355 Property Managers for RAcTRus-r Wiitala Managernent,Inc. 1220 S.W Morriann,Suita 905 Portland,Orepon 972UI3 vv. .•�� • ar��w• �Y1NM/{�G, MI�V VVI�V RLIG ANCHOR BLOCK DETAILS 6 STANDARD MANHOLE DETAILS .S.A. - D.E.Q. COPY ALL SPACES MUST BE ENDORSED PRIOR TO APPROVAL OF THESE PLANS PUBLIC WORKS D'PT, f1'{ ,..,Tr.. PLANNING DZPT. E3UILGING D rPT. COUNTY CITY AI7D res i` - TIGARD `.VATE:R L GENERAL TELEPIIt)i•,E ` USA UY---- - --- » I;- - -._.. - - ----.-- PC W. NATURAL GA3 P. G. E. T. R. F. D. �\`Htu PHOcCII APPROVED M ; N UNIFIE- SL+NES �L/+ yes 14' iv BY --- SI;FFT TITLE SHEET 1/6 [SCALE AS SHOWN DATE JIJNE, 1984 FILE 83. 380 198 CITY OF TIGA RD August 16, 1984 WASHINGTON COUNTY,OREGON Leon M. Har.tvickson Pacific Realty Trust 1220 SW Morrison, Suite 900 Portland, OR 97205 Dear Mr. Hartvickson: I have discussed the c nditions of approval for Site Development Review (SDR 15-84) for Pac Trust with other city staff members. This letter is intended '_o inform you of the outcome of these discussions and to clarify when compliance with these conditions will. be necessary. Conditions 2, 3, and 9 must be completed and approved before buildings permits are issued. Questions related to the submittal requirements should be directed toward John Hagman or Randy Clarno of the Engineering Division. Conditions 1, 4, 5, 6, 8, 11, and 12 shall be completed prior to occupancy of PiLher building. Condition 10. a. has been modified to allow for a driveway at least 140 south of Boones Ferry Road. A written request to allow a driveway over 30 feet in width must be approved by the Director of Public Works. The original site plan showed a sufficient number of standard parking spaces. Adjustments to the width of rho compact car spaces noted in condition 10. c. (8.5 foot minimum) may be made during the installation of the parking area. Condition 10. b. will still be required, however, Plannirg Director approval of the bicycle rack location and design may be deferred until the time of installation. I hope this clarifies your questions regarding this project. If you need any further information, please contact me. SincPr y, Keith S. Liden Associate Planner (KSL:pm:/0579P) cc: Building Division Engineering Division �--- — 12755 S W ASH P.O BOX 23397 TIGARD, OREGON 97223 PH:639-4171 I' I ti S. W DURHAM ROAD STREET STORM DRAI, AND SANITARY SEWE IMPROVEMENTS BACKFILL LEGEND �"- -� CLASS I �'-4 --� CLASS 4 -_1 - WIITALA 1220 S.W.Morrison,Suite 905 MANAGEMENT, INC. Portland,C7regon 97205 503/224-2355 August 13, 1984 AUG 2 3 1 084 Mr. Frank Currie City Engineer 12755 SW Ash Tigard, OR 97223 Dear Frank: To confirm our meeting on Friday morning, August 10, 1984, we are proceeding with planning and construction of the Durham Road extension following formal approval of the land trade by Washington County. This will include driveways located as we discussed, including_a 60' driveway on the east side of the street located 140' from the Upper Boones Ferry south line. In discussion you recommended not allowing on street parking on the new roadw acTrust is in afire-ment and wil! ask that be so posted by the city. Thank you for your help and guidance in developing PacTrust Business Center and please feel free to contact this office should you have questions or problems with this development. Sin ely yours, IT A MANAC, NT ZINC. i U ta — cc: Leon Hartvickson Phil McCurdy Marlin DeHaas Prr)perty IVleneger9 fr -PACTRUST PacTrust CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF S. W. DURHAM ROAD STREET, STORM DRAIN & SANITARY SEWER IMPROVEMENTS TIGARD , OREGON AUGUST, 1984 ,. Q 83. 380.198 Suite AGC Center DE HAAS S.W v 9450 S.W.Commrrce Circle Wilsonville, Orsyon 9070 ssocfates, Inc. H1 � (503) 682.2450 Cons:ilbng F ngineers h Surveynr,s Res. 636.6195 CONTRACT DOCU'1LNTS H'oh s ., . .)Ua.IAM ROAD 83. 381. 198 S�IH70ULE I - GRADING & PAVING IMPf<OW"MI" TS SCI:CL) u II - STORM DRAIN IMPROVr`-11';1TS SCIIEDULG III - SANITARY SU';lrR IMPhOV:"Xi:'i'1, Tigard , Oreclon Auquat, 1984 For : 1'AZ:I F1 R1.ALTY ASSUCIATI,: , f,. . . 47 1 M (l r� r '4 Do tiny i neers: OE HAAS & ASSOCIATE:St INC. Suite 445-AGC Center 9451.1 S.vl. Commerce Circle+ Wilsonville, Oreqon 971711 (513 ) 612-2450 y CONTRACT i?oCUrll•:NTS FOR THF CONSTRUCTION OF 5'TR( r7, STORM DRAIN, AND S,1�lI'f'1l'.Y S!:'„CR IMPROVE"IFNT3 S.W. DURIIA:1 ROAD TICAPD, ORFGO:,, CONSISTING or INVITATION TO BID PROPOSAL A IREE,!ENT PERFORMANCE LOND IN;TRUCTIO"IS TO BIDDERS S!' MIAL C0'jDITIONS STAN'DARU) SPCCIFICATIONS - (FOR1-'ARD) ';TANDARD SU'f:CIFICA'TI0"aS - GRADING & PAVIVt; STANDAW) SU'E'CIF ICAT10IJS - STORM DRAINS STANDARD SF'ECIFICATIO?aS - SANITARY SMiER PLAINS ANI) ')ETAIL: (Bound Soperately) TABLE OF CONTENTS Page INVITATION TO BID Invitation 1 PROPOSAL Proposal 1 AGREEMENT Agreement 1 PERFORMANCE BOND (Pri . ) Bond 1 INSTRUCTIONS TO BIDDERS (Pri . ) Explanation to Bidders IB-1 Examination of Contract Documents and Work Site IB-1 Bidder' s Qualification IB-1 Bid Guaranty IB-1 Preparation of Bids IB-1 Submission of Bids IB-2 Receipt and Opening of Bids IB-2 Withdrawal of Bids IB-2 Presence of Bidders at Opening IB-2 Bidders Interested in More than One Bid IB-2 Award of Contract IB-3 Rejection of Bids IB-3 Surety Bond I13-3 Execution of Contract IB-3 SPECIAL CONDITIONS (Pri . ) General - SC-i Guarantees and Maintenance Bonds SC-1 Construction Schedule SC-1 Easements SC-1 Time of Completion SC-2 GENERAL CONDITIONS_ Definitions y GC-1 Proposal Requirements and Conditions GC-1 Award and Execution of Contract GC-1 Scope of Work GC-2 Control of Work GC.-3 Control of Materials GC-6 Legal Relations and Responsibility of Public GC-7 Prosecution and Progress GC-10 Measurement and Payment GC-12 Pa e SPECIAL, SPECIFICATIONS General Sp. -1 Schedule I - Grading & Paving Sp.-4 Schedule II - Storms Drains Sp.-5 Schedule III - Sanitary Sewers Sp.-6 STANDARD SPECIFICATIONS (FOREWARD) STANDARD SPECIFICATIONS - GRADING & PAVING Site preparation G&P-1 Base and Leveling Courses G&P-5 Asphaltic Concrete Pavement G&P-6 i Standard Concrete Curbs G&P-12 Concrete Curb and Gutter G&P-15 Concrete Sidewalks and Driveways G&P-19 Catch Basins G&P-23 STANDARD SPECIFICATIONS - STORM DRAINS Trench Excavation &Backfill St.D.-1 Storm Drain Pipe Installation St.D.-S Manhole Construction St.D.-10 STANDARD SPECIFICATIONS - SANITARY SEWER Trench Excavation & Backfi-' - llSS-1 Sewer Pipe Installation SS-7 Manhole Construction SS-14 PLANS AND DETAILS (Bound Seperately) I w GRATE _ _ I 3"SPACING L r __...w._ . C TOC I .� Y=__ I I RING JGJNT WITHIN — I •h r�10'h' ' -.» __ . � - � .moi % -� `` 1 11 -6 OF OUTSIDE N " FACE 0 F ,^,A N H 0 L E X21 X'L S 0 L - _. n+ / — E03E FLAT ��""' -- \ •� WALL i I BARS_ to FLAT BARS III 0 11 +� t+OTCH LID FOR FRAME LIFTING HOOK , N -177 ZT- 0 ♦ I — r i 0 • • ly 1 COVER & FRAME TO BE MACHINED 2X2 X3ANGLE /S 1 TO A TRUE BEARING ALL AROUND , .3 CIO 27 iI-•- -- ---- 2'- 3" IMI N • BOTTOM OF I _ — GROUT ►•e r"A I DITCH - - — 2 1 _�_ __ _ — E o W 2' 9%a" i ;r-• --- . . - ----- 2' 03/4 „ 4„ CONC , RING 4:► ' 0 °° �` + II II I ` •.•' '�' to .0 � �----- -- I - - •.. 2 a 4' > �_ IF THIS DIMENSION v 'AS L l I S MIRE THAN 4 -6�', USE STANDARD M.H. , SPEC IIF I ED A• - • C 78-61T 4 ' 1 ° IPE REINFORCED 44 4 .a 6. .,a? ' 6., .o d i 1 - 1'- li" - - - - t--i I KELOK JOINT �• i� A . - e _ �. ► ` DIA , CONC . T & G 6„ I �-► --- - -- 2'- 0y2" ---.-j ALTERNATE IS •' SLOPE 3" No SCALE - - -- -- - - - - 2'- 2„ - ---- -i ACCEPTABLE i - -- - . ~ �4 PER FT . STANDARD - WROUGHT IRON OR MANHOLE FRAME 8c COVER GALV, IRON STEPS ` ! ��•':• : • � • ,• •• STANDARD DITCH _ INLET s" x 12" WIDE, 2" DROP, • • ' • • • • = • • � •� •� = ' I 1-IBEDDED 3" , ON 12" CENTERS ( TYPICAL) TYPICAL FLATTOP MANHOLE TYPES G, G-I , G-2 6 " TO 2 I " STANDARD � V � �YI NORMA CURB i __- PAVEMENT SLOPE 2'-•"I - * t ---- - S/e" x 2 I SO EDGE FLAT BAR 0 ` T4" CONC I I L , J � DRAIN TI ESQ A �� ' -- (` ) u .• ------ ---------- I/2"X 2 1/2� SO EDGE FLAT BARS - • i, r=� e a e G i �d _— -5-SO EDGE F6 AT BAR i ► I n SUBGRADE y B - I B II NOTE 1 �*• •r a I______— 4" - _ :I' rte`--- FRAME a GRATE f::: 4 I WELD 1/8"x I" STRIPS / I • ROCK 4 I ( I t a. a I — �. r! - I I / 12 BAC►criLL p 10 \ � , > �-- � ----- :: � SEE DETAILS !,:_: ACROSS GRATE AS d7 I 10 PV.0 OR ! INDICATED. ti v - o ec Apr- - y V CONC. PIPE ' -_ ; FRAME r �_ GRATE .A �%.�. • 10 ••Q 6 ; — cV W. 4. �- 3 4 :Ll - �.---W — I I , PLAN PLAN I --� '�� - . • : SECTION B - B SECTION A — A SCALE =�a"= , SCALE 42 �' I �y;, y 3 X 2 1,'2• X 5/8 ANGLE , I I ' \ TYPES GB, GB- I , GB - 2 I �j% \/ (FOR DETAILS NOT SHOWN SEE ABOVE,' ALTERNATE PIPE • II I 3 LOCATION IN,_ET TYPE K N' ; ' I �� .` /�i �• e '- �q ... T � y - - ./ .ems-.� -� -r G , Gp 12' 1 z@" I �e" E ;E 4,. � lO" P.V.C. OR --� 1/ �� SPACING C TO . . i •• • - •: ..�. .�..: s ► ` V CONC. PIPE —� I SEE TABLE UNDISTURBED •• i �'� _ • ',, ', - y - -_� 6 GB 2' 8zB, B„6,. -r- EARTH .• •• - ' . .. �, G•2, GB-2 3 33/B” 2 3I'@ I` -t- _- � • ,• w. • • .• I' Q �Z 5/8, x 3" BOLTS ., .��. i '•� ' ••..»' •, /� a 4 �• � ; 2 E E D , • �•' Q d d V . G .�. I I SPAC;NG NO OF REMARKS / t INLET TYPE V Y Y E C To C BARS TREN04 WIDTH PLUS 2' G G B, CG 1'.3 V 1. 1 ��e" I'. 1 1/2' L-6'-+ ---- 2' 4 1** —moi+6" 6':.:a�W 1 —► 5+I� G-1, GB- 1 _CG-1 i0 A' e 7/8' 18 a'2" 5/8" 3.�4" .2 �' .. IF U PRpfF NOTE A MAXIMUM DEVIATION FROM PLAN DIMENSIONS OF ONE INCH, AT THE INLET FLOOR , SHALL G-2, GB-2, CG-2 a S�' 2 3 "" i'- 1 1,'2" 5/B" 3,w" h 2 ,RATES $6 BE BE ALLOWED FOR TAPERING OF FORMS USED IN CONSTRUCTION OF CONCRETE INLETS --- - --- ---- / 9 G-2M , D 2.4 X1'2' 3 110' 3" 1 �" 3" 9 TYPICAL CONCRETE ANCHOR BLOCK , � 1 ('"F 04 14, STANDARD CONCRETE INLET 81 CATCH BASIN DETAILS STANDARD FRAME & GRATE DETAILS '��'h J. pe"' DEsIGNED G.M. APPROVED DEI'�AAS AS A sf1EET SOCIAT�S, INC. S. W. DURHAM ROAD CATCH BASIN, INLET, MH FRAME 8 COVER , __ �__ r CONSULTING ENGINEERS 8, SURVEYORS STREET, STORM DRAIN AND SANITARY FLATTOP MH, S CONCRETE ANCHOR 5 DIA*W CRC c --� / ` .9450 S,idle 4!5-AGC Center (ReS &%-2455 SEWER IMPROVEMENTS BLOCK DETAILS 6 DAl'E NO. I E V I s 10 N S DATE T_� Wilsonville,` regor,Cg7p71c1e Roa 6;16-6185 SY CHECKED sCAl_E AS SHOWN DATI< JUNE 1984 mu 83. 380. 198 KCL"•Nvuw•� 7�I II I I- I,I f'I ia,; F,fli �I`II I. " � , WOW C ; , - _ .. .. • �PI'�I 1111��'�i�111111,111 Ft 1 "►11 �I'fI 11i r'I III 1�1 It 1 ►1 r�- t 11 I I r r r 1 I r I I 1 1 r r r � I I r I I � I I I I I I I I � I I I I I � I 1 I t rl � I I r I I , I �11 � 1 �rI 1 ... . --------w ,� r.. .: , ISI I I ( I I 1 � � j��i�I• ) � III � IiI ILII ( ( 1 � IIIII ( I ) 1 ( IIrIIII ( IrI1 1III1IIIr ( Ir ) �,j 2 3 4 5 7 8 8 I0 i t 12 NOTE: IF THIS MICROFILMED _ DRAWING IS LESS CLEAR THAN THIS NOTIGGi'IT IS DUE TO 1}IE QUALITY OF THE ORIGINAL IT '-'-DRAWING. - ----•-•"---_ _ _ . _..___ — OE az 92 Le 9z sz 1rz Ez z? Iz 0a 61 91 tl 91 , !1 til c z II 01 :6 9 t 9 5 �w E z 1•••�"' 11111uxluulull In111uuI1NIb1uIn�1u41u{u�+Im1111N1k1d11111��r1�rlllu►�la�11u11��u111�11nnlmlllml(11111x11►IIa�I�IN�11�111r►Irin�n{t1111uulrutlnullu111n�I11YYI�WIYnllur'IIIIIl1InIIUIl111r1►wu�uuuullwl!Iuulrlul1u�11uhrlr JUNE 24 19 92 AS SPECIFIED PRECAST 4~ CONCRETE RING VARIES AS GROUT f fCm - SLOPE 4~ ' •" • + t REi?UIREQ BY GROUT IN EV 4, - PER. FT 1 ENGINEER EN ki _ dLOPE FROM ►- '� •., •. _ M FLOW LINE TO - i �• •,. PRECAST •;a SLOPE 3� PER.FT. .e 2 _I t CONE -', FLOW LIN • . INVERT CHANNEL PRECAST .p.•_';• ",Z_ 'CONCRETE !L :• t CONSTRUCTED TO = MANHOLE ._ -p•'• .•:~ +" r UNIFORM FLOW LINES " _ Q _ - ! � SL WITH GRADUAL AS FE POURED 'CONC. TRANSITION SECTIONSS"ECIFIED TYPICAL MANHOLE HAVING FALL BASE ROUND OR - •�• � � r GENERAL PLAN OF � L ESS THAN 3�'- 0" QUARE AT PRECAST ~•�' RING EXTENSION CONTRACTORS �-O� MIN. CHANNEL INTERSECTION OPTION_ t.D + I -----= FOR TYPICAL MANHOLE �� 1 TYPICAL MANHOLE - 24 TO 36 PIPE A-1 .� '?'` 16= PIPE MD. PROVIDE STD. RUBBER O 1 -46s PLUS 1•-4' MIN. RING JOINT WITHIN - STUBOUT LENGTHS TO BE LIMITED HOOP 10-60 Of OUT-S�SiDE �""� FACE OF MANHOLE � TO BETWEEN SAND 12 INCHES •�•- ft— is I ♦ 1 - - - - - ♦ r L ! --• + 1 ' �� ' 1 _r FLOW / --� ~�� ' + I O'ANGLE • r r �- - -- r- =_ -' AT10' o BOTT MIN. •1-*'5 HOOP ---- FORECAST SPECIFIED LOCATE I I OF 2 BARS ED S Tb. HOOK HOLE IN � -�_ - 1 � SIDE' � QST IN PLACE BLOCK OUT 2 x 4 MIN2 3m 23" MIN TOP SLAB J-"��' �+_ COTE: BASE SLAB GROUT IN TOP SLAB A MIN,N �-�-•-•GROUT G R O U T OVER Ilii ¢ SIDE WALL TH- A�L -GROUT IN PLACE CHANNEL FLOW geAN6LE ICKNESS VARIES C•..._,_ _..o 1ml FOR 9OP W/'PIPE ANGLE �5 AT 10 � CONES MAYBE `•V = �'• A a p ,- 3/4 –• MINUS GRAVEL PIPE ANGLE — CONCEWTRIC C`• r COMPACTED IN 6" LAYERS = '; Mft N - , BY HAND TAMPERS FULL STRAIGHT PIPE B 9 d° PIPE ANGLE "`qt WIDTH OF TRENCH UNDER to OAK "N • PIPE TO UNDISTURBED EARTH O KELOK JOINT .^ '• OR WATER SETTLED SAND p, ALTERNATE IS LAID IN 12 LIFTS •� 1 a. W .-. • d ..1 d ACCEPTABLE :•- SPE IFIEL� g GROUT IN SMOOTH ' l ONE PIPE DIA_ CURVE INSIDE MANHOLE ;�►. •;•_ r 1 W I NIL 'p• , � C-478-61T I EINFORCED I •' IF THIS DIMENSION IS PIPE O.[1 — 1 I LESS THAN 4' 6'• USE SPE ]IFiEO GONG. T86 _ 1 -� 1 x,1.1 _ g, �,., PLUS 1' 4" FLATTOP MANHOLE . r L i 1 I - AME . 1 Ib SIZE SECTION A- L Ai WROU S 14T IRON ORN I SLOPE 3" t 1 `� GALV. IRON STEPS -- D PER- FT. i ' W . .• 1 2- W5 a 6 -O' 8''t 12 WIDE, Z - -� I 1 �' •� •,• .- ./ EA_ SIDE DROP, IMBEDDED 39 - - ;•. SEwER •' • LOCATE A ' • HOLE IN �' 1 - � HOOP ON it" CENTERS - • ,r PIPE _ =� ' _._. � ( TYPICAL ) 4g' -•• t I \r.t��%�! .�'r TOP SLAB _ :•- - - - r -�- - • '� OVER IhLN *S AT ICr 60TT. YIN. • - .• ► '• ' o •'.� : I'• = _�4 .*'=: + • I CHANNEL_ OF 3 BARS EA_ P ...� SIDE MATCH PIPE CROWNS WHEN TO 9(f PIPE ANGLE POURED CONCRETE BASE PIPES ARE DIFFERENT SIZES ROUND OR SQUARE AT CONTRACTORS OPTION TYPICAL MANHOLE TYPICAL DROP MANHOLE TYPICAL MANHOLE - 42 a 48" PIPEata-phluF SJ% 6" TO 21" PIPE ,)REGO% 14, -�-- - DeHAAS A ASSOCIATES INC. S . W. DURHAM ROAD C.ONSUI TING ENGINEERS 8 SURVEYORS STREET, STORM DRAIN AND SANITARY STANDARD MANHOLE DETAILS 6/ j _ DRAWN 1N M � SurN 445.-AGC C*nler (5031 682 2450 6 w50 S W Comm.rce Circle Res &*6195 DATE to. ' R I V t S 10 N S ! RY 04ECKED DATE � _ Wilsonville, Oregon 97070 SEWER IMPROVEMENTS sort AS SHOWN oATE JUNE 1984 FE 83 380. 198 K,F 5~555.... DURHAM F'OA a„ Pr_H:aNE.6 r:: t...Y 5''T .. _.. r• �a�r 5t v- '•-er„.o....p, ..,,.... ,r•a,,,,, .° : a..,_._. ,w.-� iyw� +wrwr.iu.. .,r+ ,. ( ' • I , . �' N .. 5555 .. .. .. .d11 77.1�.w,... , 5555. ,«_ - M..«.... _ .._5555._ __...........-.,i+ .. _. .:.. .._ _» w - _ f 11'I1 `I 111I1�II11111111t(I�F11ii11ft1fjl�1111111 )h i 1 flit I `111111 p-I 1111 11 11151111;!IIf�111111111111:� III111I111I1111111J 111�IIII1111111 111ir11llillllll1111111i1111111 ;� 1 3 11� 11 12 NOTE: IF THIS MICROFILMED �" """ � 2 4 5 6 7 8 9 0 { ' DRAWING IS LESS CLEAR THAN THIS NOTICi•r.IT IS DUE TO QUALITY OF THE ORIGINAL J ._ _...�_ ._..�..»� __,.�. _.. --.-...5555 _ _ - ...�___._ �__.�.�_.�..� DRAWING. OE dZ 92 LZ 9? SZ *Z E2 ZZ IIZ OZ bl of LI 91 Sl Irl EI z I i 01 d 9 L 9 S r E r' I •"' - �IIi11NIII11�I11111111�nIIIIIIIillttlltlt�,1111u1tiI11Nlllll�llultrn�tlu{anw11111�ilMII�It11�11�tlt�lltlhl�tt111tI1111I1M{Ilillllflt�ltltllll►�IIn�Nr�Il1fINN�tn11111t�t1111n11�M11g1II111�II11�11NIII11I1111iIllI�Nl�i1lI11Ub111�1111iUUllllli1111�IWi1111 JUNE 24 1992 _... .a..,...Ar....... - �. _ .. _.__._,.... _.. ..._-_. _.,•. ,.� .-_- ,,.—.. ... _...... _ _ ,,5555_... .._. �_ _. .. c•+r• - r. � 5555 4 INVITATION TO DID S.W. DURHAM ROAD ';TP UT, STORM. DRAIN, AND SANITARY SEWER IMPROVEMENTS PACIFIC REALTY ASSOCIATES, L.P. ;paled proposals for the construction of street, storm drain and sanitary sewer improvements for S.�V'. DURHAM ROAD will bo received until and will be publicly opened and read in the office of the Engineer, DE HAAS & ASSOCIATES, INC., Suite 445-A�:.0 Center, 9450 ;.;•J. Commerce Circle, t;ilsonville, Ore,lon. ( 682-2453) Awar .3 of SchQdu je:; I throuq, h III wi 1 1 be rade on an A 1 1 or Non,? basis. A copy of said clocurients may be obtained at the office of thj? nc: ineor, hE HAAS & ASSOCIATES, INC. upon denosit of 'Twenty-Dive :)ol lars (525.019) for each document. `ren '1nl lars (510.00) of the deposit wi 1 1 be refunded it the document is returnorl as a bid or is otherwise returned i.j .;-od condition within seven (7) ci,iys after the date set for receivinq bids. Al I i)r000sa l s must be accomnanied by a certified chuck, cashier's -heck or bid bond payable to PACIFIC PEAL'TY ASSOCIATF;S, L.P. in he amount of nct less than Ten Percent (1" , of the total amount of tLe bid, The successful bidder wiI l be required to furnish ,i Pertormance and Payment Bond f,)r faithful performance of tno contract in the full amount or the contract price. PA_'lFjC REIALTY ASSOCIATES, L.P. reserves the riqht to waive ary informalities, reject all bids or accept the bid of tl;e love t resaonsible bidder %ii.nin thirty (30) days fro-n the date• of tho hid opening, whichever appears to h- in the best interest of PACI ric I2M.TY ASSOCIATES , L. 11. ISI; HAA: & ASSOCIATES, 1,-IC. Suite 445-AGC Center 94511 5.;;. Commerce Circle Wilsonville, nrecaon 971370 (503 ) 682-24511 ULM PROPOSAL S.N. DURHAM ROAD STREET, STOPM GRAIN, & SANITARY IMPROVF` XNTS To: PACIFIC REALTY 'T'RUS'T', L. P. Tnis proposal is submitted as an offer by the undetsic3nec3 to enter into contract with the Owner, PACIFIC REALTY TRUST, L.P., to furnish al i labor, tools, equipment and ;materials and perform al l work for S.W. DURHA': ROAD STI<L• ET, STOP'1 DRAIN & SANI`IA' RY IMPROV1:MENTS, Tigard, Oregon, in strict accordance with the glans, specifications and all contract documents, in consideration of the following amounts on the hereto attache:i :schedule of Prices. The Contractor aurees that unon written acceptance of this bid, he will within ten (1:1) calendar clays of receipt of such notice, exec.•.ite a forr^a 1 contract ac;reement with Oviner, and that he will 'provide the following bonds or quarantec: A corporate surety performance bond and corporate surety pa7ment bond in an anount of 1� 7 15 of the awarcied contract, 1 iabi 1 ity an�' ;property damage insurance and other bonds, permits, licenses, etc., as required in the contract documents. ,Award of a 1 1 three (3) schedules wi 11 be Trade on an Al 1 or done basis. The undersigned agrees that if awarded the contract, he will commence work within ten (lu) calendar clays after the date of* receipt of written notice to proceed, and that he wi l l complete all work within 70 ca1end3r days after such not i^e to proceed. "nclosed is bid rluarantop, c:onsistina of _ in the amount of _ which is ten percent (13%) of the total bid aimount. FIRM NAME OL' :1IDDLR: at : (11usiness Address) r SIGNATURE UE 13IODLP: This :)ay of 1984 — Wfficial Title) Prop��,al - 1 IST I', y.N. 1)URll AM ROAD STORM DRAIN AND SANITARY SEWER IMPROVEMENTS SCHEDULE i GRADING & PAVING IMPROVEMENITS 1IFE I TOTAL FOR ITEM 1 . SITE PRt:PARATION 1. 1 ' 1oaring b ('rubbin`l , Lunn Su:n at the lump Sum Price of Dollars Cents her i.ump u,� ''—_�.--------------_ - 1 . 41 1-'finish ;_;ray?ny, Lump Sur at the lu:nn Sum price of Dollars Centf. ) Prr Lu:�P Sum 1 . 3 Aeration of Jub,jra ie, 10 HOUrs at the unit price of i)(A lar:: Cants (, ) Por flour PA.SL & Lf VELING COUPSE 1. 1 1 ": Crushed Rock 1311 Cubic 'yards at the unit price of Dollar,i Cents (� ) Per Cubic Yard Proposal - 2 ITEM 'DOTAL FOR ITEM 2. 2 Subgrade Stabilization, 50 Cubic Yards at the unit price of Dollars Cents ($ ) Per Cubic Yar:: PAVEMh."JT , 537 'tons at the unit price of noIIars Cents (S ) Per Ton 4. CU RHS 4 . 1 ;T.ANDAIM CUP11 1247 Lineal I art at' the unit price of Dollar Cents (S ) POr Lineal toot S . TYPL 613-1 Catch ;,asins, 4 Earn at the unit ori.c(z of :)ol I irs ' nt ($ ) Por !.,ir-n a 6. TI PAFFIC CONTROL, Lump Sum at the lump sum price of isollars Cents ($ ) Per Lump Sum Proposal - 3 I T l.; 7. CONCRETE APRONS, 1824 Square E'eet '►''JTM, f'Uf2 ITUM at the unit price of .)ollars Cents 'I'lUare foot SCHEDULE iI STORM DRAIN IMPROVEMENTS I11,L:,4 TOTAL FOR ITI.,t 1. TPENCH ?XCAVATION & BACKC ILL 1. 1 ;: Tearing ,^,rubbing, Lump Sun at the lump sum price of Dollars Cnts (` ) Per Lump Su^" $ 1. 2 'french Excavation, Common a) feet deep, 826 Lineal Leet at the unit price of )ollars Cents ( '* ) !,er Lineal Foot h) d-12 feet deed, 1,! Lineal c�„,t at the unit -)rice o: :collars Vents ($ ) Per Lincal Foot c c) Catch ::asin Laterals, 87 Lineal Feet at the unit price of Uollara Cents (� ) r-r Lineal Foot 5 Proposal - 5 ITl ft TO,"AI, h'UR ITL'M 1. 3 'trench Rackfitl a) (;ravel 3ase & Pipe Zone, 923 Lineal Feet at the unit price of Dollars Cents ($ ) Pcr Lineal foot b) Cl�iss 1 llackfill. , foot deer, 7� LinoaL feet at the unit nrico of )ollarS Cents ($ ) Per Lineal ! uot S c) Class 4 Packfill 1 ) i7-8 teet. Jeep, 7So Lineal Feet at t'le unit price of „o1lats Cents ( ) Per Lineal i'not 2) 8-12 feet deed, 1'.. Lineal Feet at the tlni t price of ,»llars Ccnt.i (; ) Per f,ineal root Proposal - �- TOTAL FOR ITEM 3) Catch Basin Laterals, 87 Lineal Feet at the unit price of Dollar:, Cants (� ) leer Lineal Foot S d) Foundation Stabilization, 30 Lineal ['act at the unit .)rica of Do Iars (' -,nts ($ ) Per Lineal L'not 2 . :TOR"1 DFAI:1 L'IPE I:JSTALr„1T1O'! 2. 1 12-inch Concrete Pine (C-14 , Class 2 ) , 23a Lineal Feet it the unit c)rico of �)ol lar Cents ($ ) Por [A nea l Foot .3 2. 2 3�'- inch :oncrete Ripe (C-71) , Class III ) , 555 Lineal Feet at the unit ;1ticc of Dollars Cents (S ) fuer Lineal ! o,,t 2. 3 30-inch Concrete Pipe (�:-76 , Clan-, IV) , 137 Lineal Feet at the unit )rice of Dollars Cents !S ) Per Lineal Foot r Proposal - 7 I'1'L`1 T''lT'AL 3. MANHOLE CONSTRUCT'IO"1 -- 3. 1 :standard 48-inch Manhole, 0-8 feet deep, 1 Each at the utti t price of Dollars Cents ($ ) Per Each 3 . 2 Flattop 48- inch Manhole, 2 Each at the unit -)rice of Dollars Cents (' ) Per l.ach 4 . 3(' " x 12" TE:E;, 4 Eacn at t)T? unit price nf Dollars Cents 1 Pe r Each 5. 30" 11:0 Bend, 1 Each at t e unit price of _ -----Dollars ------Cents Per Each $ Proposal - � SCHEDULE III SANITARY SEWER IMPROVEMENTS ITEM SANITARY FOR ITEM 1 . TRENCH EXCAVATION 6 BACKFILL —` 1. 1 Clearing 6 Grubbing, Lump Sum at' the lump sum price of Dollars :rents (S ) Per Lu.np Sur 1. 2 Trench Excavation, Common a) 0-8 feet q=, 100 Lineal Feet at the unit price of Dollars -ents ($ ) her Lineal Foot b) J-12 feet deep, 422 Lineal Deet at the unit price of Dollars entg ($ ) nnr Lineal moot c) 12-16 feet deep, 70 Linr?mI Leet at the unit price of ')oIIars C(.-nts ($ ) Per Lineal moot d) Service Laterals, 107 Lineal Feet at the unit price of. Dollars Cents ($ ) Per Lineal root Proposal - 9 ITI':! 1. 3 Trench Backfill TOTAL FOP IT!:It a) C,ravel Base and hire Zone, Lineal F et at the unit priri ce of Dollars C:(,nts c ) ly Per I,ineal toot h) Class 4 Backfill 1 ) U-3 feet (leen. 1(10 Lineal ['eet at the unit price of Collars Conts (5 ) Per Lineal 2) 8-12 feet (lee:- , 422 Lineal feet at the unit Price of )ollar. s ---- e n t s r--- ) Por L i nr2a 1 I.'()r,t 3) 1-'-16 feet ween, 7�' Lineal ['eet at the unit Price of Dollars Ce.Its Per Lineal Foot S 4) Service Laterals, 107 Lineal Feet at the unit price of Dollars Cents (S ) Per Lineal foot S Proposal - 1 :' IIrE1\1 :U7':'�L FOR TTf:�1 c) Foundation Stabilization, 30 Lineal Feet at the unit price of r)ollars Cents (S ) Per Lineal Foot ; 2 . Si:';;::(. PIPE IINSTALL11TIOI: T 2. 1 6-inch 1t & S Concret- P17L2 (' 14 , 71 -) , 1:'7 Lineal F�e; t at the unit price of Dollar, Cents fa ) Per Lineal moot 2 . 2 d-inrh L_ & S _oncrete Pir2 C1 . 2) , 5`32 L i neaI feet at the unit price of ----Dollars Cents Per Lineal t 2. 3 "ervice T,--es, 2 Each ❑t the uni - t- price of Dollar, Cents (� ) Per 4,arh 3. ," IMOLF CONSTRUCTION 3. 1 Standard 48- inch Manhole_, (1-8 feetden, 3 Each 3t the unit price of Dollars Cont, Per Each Proposal - 11 ITI: 1 TOTAL FOR ITEM 3.2 Extra Manhole Depth (Standard 4311 Manhole) , 6 Lineal Feet at the unit pr ;ce of Dollars Cents ($ ) Per Lineal Foot a TOTAL 5CHCOULE S I , I I , AND III $ Proposal - 12 A G R E E M E N T THIS AGREEMENT, made and entered into this day of 19_ , by and between _ called the and party of the first part, hereinafter t e o ficial name, torm o organizat on, and address Of contractor - it partnership, name of pa:rtiiers party of the second part , hereinafter called the CONTRACTOR. WITNESSETH, That the Contractor and the Owner, for the considerations hereinafter named, agree as 1:ollows : ARTICLE I - Scope of Work The Contractor hereby agrees to furnish all of the materials , equiviment and labor necessary , and to perform all of the work shown on the plans and described in the specifications for the project entitled and�in`accor ance w t t e req iu rements an prove is ons oTtFie ontr�ct Documents which are hereby made a part of this agreement . ARTICLE IT - Time of Completion The work to be performed under th4s Contract shall, be commenced within ten (10) calendar days after the date of written notice by the Owner to the Contractor to proceed. The work shall be completed within sucTi -extensions ofatimeaaslendrdare providedefort indaeotheuGeneralcCondiitions. ARTICLE III - Contract Documents The "Advertisement for Bids", the signed copy of the "Proposal" made by the Contractor on the day of 19 the "Performance Bond", the ns riict ons to Bidders", t e pecia1-_— , Conditions", rhe "General Conditions", the "Special Specifications" the "Standard Specifications", and the "Plans" , together with this agreement and any addendums , form the Contract and are hereby made a part of this agreement by actual attachment or by this reference . ARTICLE IV - Contract Sum The Owner shall pay to the Contractor for the perfo mance of the Contract the amounts determined for the total number of each of the units of work in the attached schedule completed at the unit price stated. The number of tuats contained in this schedule is approximate only, and the final payment shall be made for the actual number of units that are incorporated in or made necessary by the work covered by the Contract . Agreement - Pape 1 r r r r ARTICLE V - Progress Payments On not later than the fiAlth day of every month the Engineer shall prepare and submit an estimate covering the total quantities under each item of work that have been completed from the start of the job up to and including the last day of the proceeding, month, and the value of the work so completed determined in accordance with the Schedule of Prices for such items together with such supperting evidence as may be regwired by the Owner and/or Contractor. This es 1wit.e shall also include an allowance for the cost of such materials a•..,i equipment required in the permanent work as has been delivered to the job site and suitably protected but not as yet incorporated in the work. iOn not later than the 15th day of the month, the Owner shall , after deducting previous payments made, pay to the Contractor 95% of the amount of the estimate as approved by the Engineer. The 5% retained percentage may be held by the Owner until the final completion of all the work under the Contract . ARTICLE VI - Acceptance and Final Payment Upon receipt of written notice that the work is rea�y for final inspec- tion and acceptance, the Engineer shall within Ten (10) days make such insk �ction, and when he finds the work acceptable under the Contract fully performed, he will promptly issue a final certificate , over his own signature , stating that the work required by the Contract has been completed and is accepted by him under the terms and conditions thereof , and the entire Lalance found to be due the Contractor , includ- ing the retained percentage, shall be paid to the Contractor by the Owner witiLin 30 days after the date of said final certificate . Before final payment is due the Contractor shall submit evidence satisfactory to the Engineer that all payrolls , material bills , and ether indebtedness connected with the work have been paid, except that in case of disputed indebtedness or liens the Ccntractor may submit in lieu of evidence ^f payment , a surety bond satisfactory to the Owner guaranteeing payment of all such disputed amounts when adjudicat( ' in cases where such payment has not already been guaranteed by surety bond. The making and acceptance of the final payment shall constitute a waiver of 311 claims by the Owner, other than those arising from unsettled liens , or from faulty work appearing within 12 months after final pay- ment ,. or from requirements of the specifications , or from manufactur- ers ' guarantees . It shall also constitute a waiver of all claims by the Contractor, except those previously made and still unsettled. If after the work has been substantially completed, full completion thereof is materially delayed through no fault of the Contractor, and the Engineer so certifies , the Owner shall , upon certificate of the F:nr.tneer, and witY-cat terminating the Contract , make payment of the bala,,ce due for that portion of the work fully completed and accepted. Such payment shall be made under the terms and conditions governing final payment , except that it shall not constitute a waiver of claims . Agreement - Page 2 i I Final payment of all moneys shall be made within 30 days of the completion and acceptance of the work by the Engineer. IN WITNESS WHEREOF the parties hereto have executed this Agreement , the day and year first written above. WITNESS: OWNER: EY: Title WITNESS : CONTRACTOR: BY: Title Agreement - Page 3 PERFORMANCE - PAYMENT BOND KNOW ALL MI BY TKFSE PRESENTS ; That we a _ hereinafter called "principal" and a corporation duly authorized to act as a surety company in Oregon , as surety, and jointly and severally held and bound unto herein the sum of. dollars ($ ;1 for the payment of which sum well and truly to be made , we bind ourselves , our heirs , executors , administrators and successors , jointly and severally, firmly by these presents . The condition of this obligation is such that whereas , the principal entered into a certain contract with the obligee , dated the day of , 19 , a copy of which is by this refer- ence made a part ereo as thougE fully set forth herein for the construction of NOW, THEREFORE, if the principal herein shall faithfully and truly observe and comply with the terms, conditions , and provisions of said contract , in all respects , and shall well and truly and fully do and perform all matters and things by him undertaken to be performed under said contract , upon the terms set forth therein and within the time prescribed therein or as extended as provided therein , and shall , in all respects , perform said contract according to law, and if he shall satisfy all claims and demands incurred under such contract and shall fully indemnify and save harmless the obligee from all costs and damages which it may suffer by reason of failure to do so , and shall reimburse and repay the obligee all outlays and expense which th:: obligee may incur in making good any default , and shall promptly make payments to all persons , firms , subcontractors , and corporations furnishing materials for or performing labor in the prosecution of the work provided for in such contract, and any authorized extension or modification thereof, including all amounts due for materials , lubricants , oil , gasoline, coal and coke , repair on machinery, equip- ment and tools , consumed or used in connection with the construction of such work, and all insurance premium on such work and for all labor , performed in such work whether by subcontractor or otherwise and shall Bond - 1. Pri. make all contribut;ons due to the State Industrial Accident Fund and the State Unemployment Compensati,-n Fund from the contractor or his subcontractor in connection with the performance of the contract and shall deduct all sums required to be retained from the wages of employees of the contractor and shall make said payment to the State Tax Commission as required by ORS 316 711, then this obligation shall be void; otherwise to remain in full force and effect . For value received, the surety hereby agrees that no change, extension of time, alteration or addition to the terms of the contract or the work to be performed thereunder, or the specifications accom- panying the same shall in any way effect its obligations hereunder; and the surety expressly waives notice of any such change , extension, alteration or addition. Nonpayment -)f the bond premium will nrt invalidate this bond nor shall the obligee be obligated for the payment thereof. IN WITNESS WHEREOF, The parties hereto have caused this bond to be executed this day of 19 Principal By 0_ i c—ia Capac ty ATTEST: iecretary SURETY ; Attorney in Fact COUNTERSIGNED: Resident Agent The Attorney in Fact to execute this bond in behalf of the insurance company must attach a copy of his Power of Attorney as evidence of his authority. Bond - 2 Pri . I INSTRUCTIONS TO BIDDERS IB-01 EXPLANATION TO BIDDERS Any explanation regarding the meaning or interpretation of contract , drawings , specifications , or other contract documents must be requested in writing, with sufficient allowance of time for receipt of reply before the time of bid opening . Any such explanations or interpretations shall be made in the form of addenda to the documents and shall be furnished to all bidders who shall submit all. addenda with their bids . Oral explanations and interpretations made prior to the bid opening shall not be binding. IB-02 F" MINATION OF THE CONTRACT DOCUMENTS AND WORK SITE Bidders should carefully examine the contract documents and the work site to fully acquaint themselves with all the conditions and matters which can in any way affect the work or the cost thereof. IB-03 BIDDERS ' QUALIFICATION Prequalification statements , shall be submitted by each bidder to the Owner providing the same information and in the same form as provided by the State of Oregon for public contracts . Statements shall be provided at least ten (10) days in advance of the date set for receiving bids . The Owner shall be the sole judge of bidder qualification and may select the bidders which he deems qualified and acpropriate to submit a bid. Each bidder shall also submit a statement of bidder' s participa- tion in litigation or suite on all projects within the pa ;t ten (10) years , containing date , amount , description by name and court and outcome of such litigr.lion. IB-04 BID GUARANTY Bid security shall he submitted with the Proposal and failure to submit same shall be cause for rejection of the bid. The bidder , at his option, shall furnish cash, a bid bond or a certified check made payable to the Owner for an amount equal to at least ten (10) percent of the total amount of the bid. Security deposited by unsuccessful bidders will be returned as soon as pro^ticable after the bid opening. IB-05 PREPARATION OF BIDS Bidders must submit their proposals on the proposal form attached hereto. The blank spaces in the proposal must be filled in correctly where indicated for each and every item for which a quantity is given, and the bidders must state the unit prices , written in ink, both in words and in numerals . Any correction to entries made on the proposal forms IB - 1 Pri shall be initialed by the person signing the proposal . In case of discrepancy between the unit prices and amounts , the unit prices will govern. Alternative bids will not be considered unless specifically called for. Telegraphic bids will not be considered. Modifications to bids already submitted will be allowed if submitted by telegraph prior to the time fixed for opening the bids . Modification6 shall be submitted as such, and shall not reveal the total amount of either the original or revised bids , IB-06 SUBMISSION OF BIDS Bids must be submitted in sealed envelopes bearing on the outside the name and address of the bidder, the name of the project for which the bid is submitted and the time and date of the bid opening . If bid is forwarded by mail , the sealed envelope containing the bid and to ` b155�C�ate bO1�'n� '. , uLitteb�45�� e e► n9 t_" F�l�ep�iPC dressed Wilsonville, Oregon 97070 - IB-07 RECEIPT AND OPENING OF BIDS Bids shall be submitted Drior to the time fixed in the advertise- ment for bids . Bids received after the time so designated will be considered late bids and will be returned unopened. No responsibility will be attached to any official of the Owner for the premature opening of , or the failure to open, a b=d not properly addressed and identified. IB-08 WITHDRAWAL OF BIDS Bids may be withdrawn at any time prior to opening upon written or telegraphic request of the bidder . Negligence on the part of the bidder in preparing his bid shall not constitute a right to withdraw bid after it has been opened. IB-09 PP.ESENCE OF BIDDERS AT OPENING ht the time and place fixed for opening bids , the contents of all bids will be made public for the information of all bidders. IB-10 BIDDERS INTERESTED IN MORE THAN ONE BID If more that one bid is offered by one party, or by any person or persons representing a party, all such bids shall be rejected. A party who has quoted prices to a bidder is not thereby disqualified from quoting prices to other bidders or from submitting a direct bid on his own behalf. IB - 2 IB-11. .AWARD OF CONTRACT The contract will be awarded as soon as practicable to the lowest responsible bidder, price and other factors considered, provided his bid is reasonable and it is to the interest of the Owner to accept it. The Owner reserves the right to waive any informality in bids received when such waiver is in the interest of the Owner. IB-12 REJECTION OF BIDS The Owner reserves the right to reject any and all b-Lds Bids may be rejected if they show any alteration of form, admission: r::t called For, conditions or alternate bids , irregularities of any k.-.L►d, or that they contain a clause in when the bidder reserves the right to accept or reject a contract awarded to him, except as herein provided, or if they are not in conformity with the law. Bids in which the prices are obviously unbalanced may be rejected. IB-13 SURETY BOND To guarantee the faithful performance of the contract , the success- ful bidder will be required to furnish a surety or performance bond and payment bond in an amount equal to the full amount of the contract . Said bonds shall be the surety bonds of an incorporated surety company licensed to transact business in the State of Oregon, and said bonds shall be in all respects satisfactory and acceptable to the Owner. IB-14 EXECUTION OF THE CONTRACT The successful bidder shall within ten (10) days from the date of receiving from the Owner the contract prepared and ready for execution, furnish the Owner the corporate bond specified herein and enter into contract with the Owner. If the successful bidder fails to comply with any of �_he requirements herein, the Owner may , at his option, determine that the bidder has abandored the contract and thereupon the security accompanying this proposal shall be forfeited and the same shall become the property of the Owner. IB, - 3 Pri. SPECIAL CONDITIONS 1, GENERAL. These. Special Conditions supplement and amplify certain sections the various General Conditions which follow this section of the contract documents. Should there be a conflict between the Special Conditions and the General Conditions that follow, the requirements of the Special Conditions shall prevail . ? GUARANTEES AND MAINTENANCE BOND. Whether or not there appears here orelsewhere 'herein specific reference to guarantees of all items of material , equipment and workmanship , they nevertheless shall be so guaranteed against mechanical , structural , or other deject for which the Contractor is responsible and that may develop or b?come evident within a period of one (1) year from .,nd after acceptance of the work by the Owner. Such guarantee shall include care of backfilling in ditches or at structures should the fill settle to such extent as to require refilling to restore the original grade. This guarantee shall be understood to imply prompt attention to any remedy of such defects as those mentioned above if and as they occur after the Contractor shall have had written notice of their existence. If the defect is of such nature as to demand immediate repairs , the Owner shall have the right to make them and the cost thereof shall be borne by the Contractor. To support the above guarantees , the Contract-or' s performance bond shall remain in full force and effect for one vear following the acceptance of the pro,jcet by the Owner. This bond shall be executed by a surety company authorized to do business within the State of Oregon and it shall be subject to the approval of the attorney for the Owner. 3 . CONSTRUCTION SCHEDULE. In accordance with Section GC-08 of the eZ era r,o—Fn it177s , the Contrac.or shall within two (2) days of Signing the contract , prepare and submit to the Engineer for approval , a construction schedule which will ensure the completion of the project within the time specified . The schedule shall be in the form of a bar graph . If , in the opinion of tl.e Engineer , the Contractor falls behind the progress �chedule, the Contractor shall take such steps as may be necessary to improve his progress and the Engineer may require him to increase the number of shifts, and/or overtime operations , days of work, and/or the awount of construction p ant , and to submit for approval such supplementary sch .dule or schedules in chart form as may be deemed necessary to demonstrate the manner which the agreed rate of progress will be regained all without additional cost to the Owner. 4. EASEMENTS, The Owner expects to obtain all easements before construction is started. However, should the procurement of any easements by delayed , the Contractor shall schedule his work so that his operations are confined to areas where easements have been obtained cr are not required, until such time as the easements ',ave been secured. Copies of the easements are available at the office of the Engineer . SC - 1 Pri . The Contractor shall confine his work within the limit of the easements. The Contractor shall not remove any trees , shrubs ,, plants , fences or other structures on the easement without prior approval of the Engineer. The Contractor shall remove all excess excavation material , unused materials, cut brush and trees and other debris from the easement area. The Contractor shall restore all easements to a condition equal to or better than existed before the start of the work. All easements must be restored by the Contractor before final payment will be made. A letter of release from the Owner of the property of each easement will be required before the easement will- be considered restored, unless otherwise approved by the Engineer. 5. TIME OF COMPLETION. If the time of completion is not specifically stated in the proposal, the bidder shall state in his proposal the time in calendar days he will require to complete the entire project or portions of the project called for after execution of the contract and notice to proceed. Failure to complete the wer., within the number of calendar days specified, including extensions granted, shall entitle the Owner to deduct from moneys Jue to the Contractor as "Liquidated Damages" , an amount equal to for each calendar day of delay in the completion of the worl-c. In awarding the contract, the Owner may give such value to an early completion time as deemed appropriate after all other features of the bidder's proposal have been con,idered. SC - 2 GENERAL CONDITIONS GC-01 DEFINITIONS In these specifications and the contract , the following words or expressions shall be understood to have the meanings given below: AASHO - American Association of State Highway Officials ACT - American Concrete Institute API - American Petroleum Institute ASA American Standards Association ASME - American Society of Mechanical Engineers ASTM - American Society for Testing Materials AWS - American Welding Society AWWA - American Water Works Association IEEE - Institute of E�lectrical and Electronics Engineers NBFU - National Bureau of Fire Underwriters NEC - National Electrical Code NEMA - National Electrical Manufacturer' s Association UBC - Uniform Building Code The Owner, the Contractor and the Engineer nre those mentioned as such in the Agreement. They are treated throughout the Contract Documents as if each were of the singular number and masculine gender. Wherever in this Contract the word "Engineer" is used, it, shall be understood as referred to the Engineer of the Owner, acting person- ally or through any assistants duly authorized in writing for such act by the Engineer. Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered mail to the last business address known to him who gives the notice . The term "Subcontractor", as employed herein , includes only those having a direct contract with the Contractor and it includes one who furnishes material worked to a special design according to the plans and specifications of this work, but does not include one who merely furnishes material not so worked. GC-02 PROPOSAL REQUIREMENTS AND CONDITIONS The requirements and conditions of the proposal are hereby made a part of this contract . GC-03 AWARD AI4D EXECUTION OF CONTRACT The Agreement shall be signed in quadruplicate by the Owner and the Contractor. GC - 1 The award and execution of the contract shall be in accordance with the instructions to bidders. The Contract Documents are complimentary and what is called for by one shall be as binding as if called for by all. In case of con- flict between plans and specifications , the specifications shall govern. GC-04 SCOPE OF THE WORK a. Design, Drawings and "instructions. It is agreed that the Owner wig l be responsible for the a equacy and sufficiency of the plans and specifications. The Owner, through the Engineer, or the Engineer as the Owner' s representative, shall furnish plans and specifications which completely represent the requirements of the work as far as practical to be performed under the Contract. All such drawings and instructions shall '.,e consistent with the Contract Documents and shall be true developments thereof. In the cases of lump sum contracts , plans and specifications which completely represent the work to be done shall be furnished prior to the time of entering into the Contract . The Engineer may, during the life of the Contract, issue additional instructions , by means of drawings or otherwise , necessary to illus- trate changes in the work. b . Lands for Work. The Owner shall provide as indicated on the drawings and not later than the date when needed by the Contractor, the lands upon which the work under this contract is to be done , rights of way for access to same, and such other lands which are designated on the drawing for the use of the Contractor. Any delay in the furnishing of these lands by the Owner shall be deemed proper cause for an equitable adjustment in time of completion. The Contractor shall provide at his own expenses and without liability to the Owner, any additional land and access thereto that may be required for temporary construction facilities , or for the storage of materials . C. Site Conditions. Site conditions will. be described in accordanc%: with the best information available. d. Quantities . (1) General. The quantities stated in the schedule of bid items are approxlm� atc only, due to the nature of the work, and are to be used as a comparison of proposals. The exact gLantities will be determined as the work progresses and exactly known at the completion of the contract. (2) Variation in Number of Units . Should the number of units of completed work in anytem n-i cTuTed in the unit price schedule classified as a major item vary 30 % from the number of units stated in said schedule, either the Owner of the Contractor may request a revision of the unit price for the item so affected . Under such rC - 2 conditions an equitable revision of the price shall be made. A major item under the meaning of this provision is defined as any item equal to or greater than 20% of the total contract. (3) Changes in the Work. The Owner, without invalidating the Contract, may order aitions to or deductions from the work, the Contract sum being adjusted accordingly. Any claim for extension of time caused thereby shall be adjusted at the time of ordering such change . In giving instructions , the Engineer shall have authority to make minor changes in the work not involving extra cost , and not inconsistent with the purpose of the work. The Engineer shall further have authority to issue written change orders up to and including cost. Except in an emergency endangering life and property, no extra work or change shall be made unless in pursu- ance of such written order, and no claim for an addition to the Contract Sum shall be valid unless the additional work was so ordered. The Contractor shall proceed with the work as changed and the value of any such eAtra work or change shall be determined as provided for in the Agreement. e. Separate Contracts . The Owner reserves the right to let other contract is n connection with this work. The Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their materials and the execution of their work , and shall properly connect and coordinate his work with theirs . f. Cleaning Up. The Contractor shall, as directed by the Engineer, remove at his own expense from the Owner' s property and from all public and private property all temporary structures , rubbish and waste materials resulting from his operations . This requirement shall not apply to property used for permanent disposal of rubbish or waste materials in accordance with permission of such disposal granted to the Contractor by the Owner thereof. GC- 05 CONTROL OF THE WORK a. Engineer' s Status. The Engineer shall have general supervision and direction of the work. He has authority to stop the work whenever such stoppage may be necessary to ensure the proper execution of the Contract. He shall also have authority to reject all work and materials which do not conform to the Contract and to decide questions which arise in the execution of the work. b. Engineer ' s Decisions. The Engineer shall , upon presentation to him, ma .e prompt decisions in writing on all claims of the Owner or the Contractor and on all other matters relating to the execution and progress of the work or the interpretations of the Contract Documents . All such decisions of the Engineer shall be final except in 'C - 3 cases where time and/or financial considerations are involved, which if no agreement in regard thereto is reached, shall be subject to arbitration. c. Drawings. (1) Copies to be furnished. Unless otherwise provided in the Contract Documents , the Engineer will furnish to the Contractor, free of charge, all copies of drawings and specifications reasonably necessary for the execution of the work. (2) Ownershi2 of Drawings. All drawings , specifications and copies thereof furnished d by the Engineer shall not be reused on other work, and, with the exception of the signed Contract , sets are to be returned to him on request , at the completion of the work. All models are the property of the Owner. d. Survey Lines and Grades . The Engineer will furnish all alignment states and grade staVes for the fulfillment of this project . The Contractor shall be responsible for the preservation of all. stakes and marks . In all cases , it shall be the Contractor' s sole responsi- bility to lay out the work from off-set stakes given. The Contractor shall notify the Engineer at least 3 days , but in no case more than 7 days , in advance of the time when the grade and line will be needed. The Contractor will not be allowed extensions of time or damages because of delays caused by insufficient line and grade , unless the Engineer has been notified three (3) days in advance. The Contractor shall carefully preserve bench marks , reference p�oints and stakes and, in case of willful or careless destruction , lie shall be charged with the resulting expense and shall be responsible for any mistakes that may be caused by their unnecessary loss or disturbance. e . Permits and Regulations . Permits and licenses of a temporary nature necessary tor the prosecution of the work shall be secured and paid for by the Contractor. Permits , licenses and easements for permanent structures or permanent changes in existing facilities shall be secured and paid for by the Owner, unless otherwise specified. The Contractor shall give all notices and comply with all laws , ordinances , rules and regulations bearing on the conduct of the work as drawn and specified. If the Contractor observes that the drawings and specifications are at variance therewith, he shall promptly notify the Engineer in writing , and any necessary changes shall be adjusted as provided in the Contract for changes in the work. f. Superintendence. The Contractor shall keep on his work during its progress , a competent superintendent and any necessary assistants , all satisfactory to the Engineer . The superintendent shall represent the Contractor in his absence and all directions given to him shall be binding as if given to the Contractor. Important GC - 4 directions shall immediately be confirmed in writing to the Contractor. Other directions shall be confirmed on written request in each case. The Contractor shall give sufficient superintendence to the work, using his best skill and attention. If the Contractor, in the course of the work, finds a,.ny discrepancy between the plans and the physical conditions of the locality, or any errors or ommission in plans or in the layout as given by survey points and instructions , he shall immediately inform the Engineer in writing and the Engineer shall promptly verify the same. Any work done after such discovery, until authorized, will be done at the Contractor' s risk. g. Inspection. The Owner shall provide sufficient competent engineering personnel for the supervision of the work. The Engineer and his representatives shall at all times have access to the work whenever it is in preparation or progress , and the Contractor shall provide proper facilities for such access and for inspections . If the specifications , the Engineer' s instruction, laws , ordinances , or any public authority require any work to be specially tested or approved, the Contractor shall give the Engi.ieer timely notice of its readiness for inspection, and if the inspection is by another authority than the Engineer, notification of the date fixed for such inspection. Inspections by the Engineer shall be promptly made , and where practicable at the source of supply. If any work should be covered up without approval or consent of the Engineer, it must if required by the Engineer, be uncovered for examination and properly restored at the Contractor' s expense. Re-inspection of any work may be ordered by the Engineer , and , if so ordered, the work must be uncovered by the Contractor. If such work is found to be in accordance with the Contract Documents , the Owner shall pay the cost of re-inspection and replacement. If such work is not in accordance with the Contract Documents , the Contractor shall pay such cost. h. Subcontractors . The Contractor shall , as soon as possible after the signing of the contract , notify the Engineer in writing of the names of all proposed subcontractors for the work, said sub- contractors to be subject to the approval of the Engineer. The Contractor agrees that he is as fully responsible to the Owner for the acts and omissions of his Subcontractors and of persons either directly or indirectly employed by them, as he is for the acts and omissions of persons directly employed by him. Nothing contained in the Contract Documents shall create any contractual relation between any Subcontractor and the Owrier. GC - 5 i. Assignment. The Contractor shall not assign the Ccntract or sublet it as a whole or in part without the written consent of the Owner, nor shall the Contractor assign any money4 due or to become due to him hereunder , without the previous written consent of thf.� Owner. Assigning or subletting the contract shall not relieve the Contractor or his surety from an contract obligations. J . Rights of Various Interests . Wherever work being done by the Owner' s-forces or by other contractors is contisiuous to work covered by this Contract, the respective rights of . e various interests involved shall be established by the Engineer , to secure the completion of the various portions of the work in general harmony. GC-06 CONTROL OF MATERIALS a. Contractor' s Guarantee of Workmanship and Materials . The Contractor shall be required to remedy or correct ariy c e-feccts in the completed construction that has been a part of this contract that may appear within (1) year from the date of completion of the project . The Contractor' s acceptance of the final payment shall in no way relieve him of a responsibility of faulty workmanship furni.shedyby him. The Oomer shall within a reasonable promptness give no"ice to the Contractor of defects noted. The Engineer shall decide ail questions arising therefrom subject to arbitration. b. Work in Freezin& Weather. No part of the work shall be carried out uring treezing weather that may in any way affect or damage the materials placed, unless special precautions are taken to protect the wirk from freezing. The Contractor shall furnish such apparatus as to provide the hear necessary and the atmospheric moisture necessary to protect the work. In no case will the use of anti- freeze mixtures or compounds be allowed. Permission to perform work as stcued above will in no wav relieve the Contractor of responsibili- ty for parts of the work unsuitable for acceptance due to the result of freezing. C. Approved Materials . In order to establish a basis of quality, certain particuMai- processes , types of equipment , or kinds of materials , are specified by dcsignating a particular manufacturer' s name, brand , or number. it is nct 0, intent of these specifications to exclude other processes , equip. I1.:. materials that measure up to -he standard of thosa' specified. Shuuld the Contractor desire to .nake a substitL.tion, he shail first secure a written approval of the Engineer. Whenever a process , equipment or material is specified by giv?.ng the manufacturer' s name, brand or number, it is understood that the words "or equal" follo,f thereafter. d. Selection of Equipmenttb Owner. If the Owner or his agent reserves t- 1Te so a right to Ge ec1 t `quipment to be installed, Contractor shall be responsible only for its installation according to the plans and specifications , and shall not be held liable for its operating performance. GC - 6 e. Laboratory Tests. All specific laboratory tests of materials and furnis a —articles to toe incorporated in the work shall be taken by the Engineer. The cost of laboratory testing shall not be paid for by the Contractor. The Contractor shall furnish all sample materials required for these tests and deliver same without charge to the Engineer whenever such samples are required. GC-f/7 LEGAL RELATIONS AND :ESPONSIBILITY TO PUBLIC a. Public Safety and Convenience. The Contractor shall comply with the Hul—esand regulations o t e State, County and City authori- ties regarding the closing of public streets and highways to the use of public traffic. No road shall be closed by the Contractor to the public, except by express perr.:ission of the Engineer. Traffic must be kept open on those roads and streets where no detour is possible. The Contractor shall at all times conduct his work so as to assure the least possible obstruction to traffic. All obstruc- tions shall be protected by approved signs , fe.,ces , barricades and warning lights where necessary or ordered by the Engineer for the protection of the public. All barricades and obstructions shall be protected at night by warning lights which shall be suitably distributed and kept burning from sunset to sunrise. When ever the Contractor's operations create a hazardous condition to traffic, he shall furnish properly equipped flagmen to give adequate warning to the public of the dangerous condition and to direct the public around the dangerous condition. Signs, flags , lights , barricades and other warning and safety devices shall be provided and maintained by the Contractor and shall meet the requirements of the Standard Specifications for Highway Construction by the Oregon State Highway Division. Property owners affected by the construction shall be notified by the Contractor at least 24 hours in advance of the time construction begins . During all construction operations , the Contractor shall provide access by all property owners to their property. No property shall be cut off from vehicular or pedestrian traffic for a period exceeding 8 hours , unless the Contractor has made special arrange- ments with the property owner. The Contractor shall make good any damage, injury or loss to his work and to the. property of the Owner resulting from lack of reasonable protective precautions, except such as may be due to errors in the Contract Documents , or caused by agents or employees of the Owner. He shall adequately protect adjacent private and public property, as provided by Law and the Contract Documents. In an emergency affecting the safety of life or the work or of adjoining property, the Contrlctor is, without special instructions or authorization from the Engineer, hereby permitted to act at his discretion to prevent such threatening loss or injury. lie shall also so act, without appeal, if so authorized or instructed by the Engineer. CC - 7 s. .aMR b . Permits, Certificates Laws and Ordinances. The Contractor shall , at his own expense. procure a,11 permits . certi Cates and licenses required of him by law for the execution of his work. He shall comply with all federal, state, , county or local laws , ordinances , or rules and regulations relating, to the performance of the work. c . Insurance. Contractor shall maintain such public liability and property damage insurance as will protect the Contractor and Owner from all claims for damage or personal injury, including death, which may arise prom operations under the contract or in connection therewith including all operations of subcontractors . Such insurance shall provide coverage including explosion, collapse and underground exposure , for bodily injury, three hundred thousand dollars ('300 .000" each occurrence, and three hundred thousand dollars ($300,000) aggregate, and for property damage , one hundred thousand ($100,000) aggregate . Such insurance shall, without prejudice to coverage otherwise existing therein, name as additional insureds the Owner, its officers , agents and employees , and shall further provide that the policy shall not be cancelled prior to the completion of the contract without thirty (30) days notice to the Owner. Certificates evidencing such insurance shall be filed with the Owner and shall be subject to the approval of the Owner as to adequacy of protection. It shall also be the responsibility of the Contractor to see that all subcontractors carry satisfactory insurance protecting the public in the event of injury or damage arising, from the acts or omissions of such subcontractors, their agents or employees . d. Notice to Police and Fire Departments . At least 24 hours before blocking any street-,tFie Contractor shall notify appropriate Police and Fire officials of the proposed closure. e . Sanitation Conditions . The necessary sanitary conveniences , properly sect uded---from pu1,Tic observation, shall be erected and maintained by the Contractor at all times while men are employed on the work , and the use of such sanitary conveniences shall be strictly enforced. These con- veniences and the maintenance thereof shall meet the approval of the State and 'Local health authorities . The location of such conveniences shall be approved by the Engineer. f. Verbal Agreements . No verbal agreement or conversation with any officer, agent , or employee of the Owner either before or after execution of this Contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising said Contract . g. Royalties and Patents . .he Contractor shall pay all royalties and licensees:� e-s=_Jefend all suits or claims for infringement of any patent rights and shall save the Owner harmless from loss on account thereof. h. Responsibility -Reg-a�rding Existing Utilities . The existence of u!idergroU—nd utilities and private improvements along the area of the work or the Contractor' s activities as located and indicated on the GC - 8 drawings or not, are not guaranteed and shall be investigated and verified by the Contractor before starting the work. The Contractor will be held responsible for any damage to public or private utilities or improvements and shall bear all costs for their restoration to a condition equal to that before the work commences . i. Other Construction. The Contractor to this contract shall not claim against the Owner for any cause due to other contracts already let or to be let. j . Contractor' s Responsibility for. Work. Until final accep- tance of the contract , the Contractor shal held responsible for any injury or damage to the work or any part thereof by the action of the elements or from any cause whatsoever , and he shall make good at his own expense all injuries or dairages to any portion of the work before its completion or final acceptance . k. Responsibility for Damages. The Contractor shall. be responsible oor damage to property, injury to persons and loss , expense , inconvenience and delay that may be caused by, or result from the carrying out of the work to be done under this contract , or from any act , omission or neglect of the Contractor, his subcontractors , or employees . (1) Indemnity and Personal Liability. The Contractor and his sureties sha1T-1`n77emnitv and save arm ess t e Owner, all public bodies , the Engineer and all employees of the same from all suits or actions of every name and description brought for or on account of any damage , injury , loss , expense , inconvenience or delay received or sustained by any person, or damage caused to any property , which damage , injury, joss , expense , inconvenience or delay may have been caused by or may have resulted from the carrying out of the work to be done under this contract, or from any act , omission , or neglect of the Contractor, or his employees ; provided, however, that the Owner shall promptly call to the attention of the Contractor any claim filed with the Owner for any such injury or damage , and if suit or action is commenced to recover for such damage or claim, the Owner shall , before time for answer expires or before default has been entered, furnish the Contractor or his surety with a copy of the complaint . In case there should be any suits or actions , as much of the money due to the Contractor under and by virtue of the contract as shall be considered necessary by the Engineer , may be retained by the Owner until such suits or actions have been settled or until the interest of the Owner, or the persons concerned, have been otherwise satisfactorily protected. The Contractor shall , unless otherwise specified, maintain and pay for such insurance , issued in the name of the Owner , as will protect the Owner from contingent liability tinder this Contract , and the Owner' s right to enforce against the Contractor any provision of this article shall be contingent upon the full compliance by the Owner with the terms of such insurance policy or policies , a copy of which shall be deposited with the Owner. GC - 9 WJWXM1F In carrying out any of the provisions hereof in exercising any authority granted to him by the Contractor, there will be no personal liability upon any official acting in behalf or as a representative or agent of the Owner. M. Removal of Equipment. In the case of termination of this contract be ore completion o any cause whatever, the Contractor, if notified to do so by the Owner, shall promptly remove any part or all of his equipment or supplies from the property of the Owner, failing which the r-wn er shall have the right to remove such equipment and supplies at the expense of the Contractor. n. Use of Com ltted Portions . The Owner may, at any time during progress oT__tFe_ ork, a ter written notice to the Contractor, take over and place in service any ccmpleted portions of the work which are ready for service , although the entire work of the Contract is not fully completed, and notwithstanding the time for completion of the entire work or such portions which may not be expired. In such case , the Owner shall issue certificates of acceptance for such portions of the work, but such taking possession thereof shall not be deemed an acceptance of any other portions of the work, nor any incompleted portions , nor of any work not completed in accordance with the Contract Documents . If such prior use increases the cost of or delays the work, the Contractor shall be entitled to such Pxtra compensation, or exten- sion of time , or both, as determined by the Engineer. GC-03 PROSECi),ION AND PROGRESS a. Materials , Appliances and Employees. Unless otherwise stipulated, tZee—Contractor shall proviJ an pay for all materials , labor, water, tools , equipment , light , power, transportation and other facilities necessary for the execution and completion of the work. Unless otherwise specified, all materials incorporated in the permanent work shall be new and both workmanship and materials shall be of good quality. The Contractor shall , if required, furnish satisfactory evidence as to the kind and quality of materials . The Contractor shall at all times enforce strict discipline and good order among, his employees , and shall seek to avoid employing on the wo-=k any unfit person or anyone not skilled in the work assigned to him. b. Construction Schedule. After being awarded the contract , the Contractor shall immediately prepare and submit to the Engineer for approval , a progress schedule which will ensure the completion of the project within the time specified. Adequate equipment and forces i;hall be made available by the Contractor to start work immediately upon order of the Engineer and to carry out the schedule to completion of the contract within the tlime specified. The Contractor shall submit , at such times as may reasonably be requested by the Engineer , additional schedules which shall show the order in which the Contractor proposed to carry on the work, with dates GC - 1.0 at which the Contractor will start the several parts of the work , and estimated dates of completion of the several parts . c. Time of Completion. Time is of the essence in this contract . Failure to com—'T a-thework within the time specified in the proposal shall subject the Contractor to liquidated damages as specified in the Special Conditions . d. Extension of Time. The period of time for completion set forth in t e greement sha 1 be extended an amount equal co time lost due to causes which could not have been f.or:seen or beyond the control of the Contractor, and which were not the result of his fault , negligence , or deliberate act . Extension of time for completion shall also be allowed for delays in the progress of the work caused by any act or commission on the part of the Owner or his employees , or by other Contractors employed by the Owner, or delay due to an act of the Government, or for any delay in the furnishing of plans and necessary information by the Engineer, or for any other cause which in the opinion of the Engineer entitles the Contractor to an extension of time. Strikes and labor disputes shall be cause for an extension of time. The Contractor shall notify the Engineer within 5 days of any occurrence which in the Contractor' s opinion entitles him, to an exten- sion of time for completion. Such notice shall be in writing. The Engineer shall acknowledge in writing receipt of any such claim by the Contractor within 5 days of its receipt. e. Suspension of Work. The Owner may at any time suspend the work, or any part thereof, y giving 7 days notice to the Contractor in writing. The work shall be resumed by the Contractor within ten (10) days after the date fixed in the written notice from the Owner to the Contractor to do so. The Owner shall reimburse the Contractor for expense incurr-�d by the Contractor in connection with the work under this Contract as a result of such suspension. f. Owner' s Right to Terminate Work. If the Contractor should be adjudge a ancrupt , cr if he shoula make a. general assignment for the benefit of his creditors , or if a receiver should be appointed on account of his insolvency, or if he should persistently or repeatedly refuse or should fail , except in cases for which extens° ons of time are provided, to supply enough properly skilled workmen or proper materials , or if he should fail to make prompt payments to Subcontractors or for material or labor, or persiFtently disregard laws , or ordinances or the instructions of the Engi._err , or otherwise be guilty of a substantial violation of any of the Contract , then the Owner. , upon the written notice of the Engineer that sufficient cause exists to justify such action may, without prejudice to any other right or remedy and after giving the Contractor seven (7) days ' written notice , terminate the employment of the Contractor and1-ake possession of the premises and of all materials , tools and appliances thereon and finish the work by whatever method he may deem expedient . In such case, the Contractor shall net be entitled to receive any further payment until the work is finished. If the unpaid balance of the contract price shall exceed GC - 11. the expense of finishing ►he work, including compensation for additional managerial and administrative services , such excess shall be paid to the Contractor. If such expenses shall exceed such unpaid balance , the Contractor shall pay the difference to the Owner, The expense incurred by the Owner herein provided, and the damage incurred through the Contractor' s default, shall be determined by the Engineer . Where the Contract has been terminated by the Owner, said termina- tion shall not affect or terminate any of the rights of the Owner as against the Contractor or his surety then existing or which may there- after accrue because of such default. Any retention or payment of monies by the Owner due the Contractor under the terms of the contract , shall not release the Contractor or his surety from liability for his default . };. Contractor' s Ri ht to Stop Work or Terminate Contract. If the work shouid be stopped under an order of-any court , or other public authority, for a period of three months , througii no act or fault of the Contractor or anyone employed by him or if the Engineer should fail to issue any estimate for payment within thirty days after it is due, or if t'Ze Owner should fail to pay the Contractor within 30 days of its maturity and Presentation any sum certified by the Engineer or awarded by arbitrators , then the Contractor may upon seven (7) days ' written notice to the Owner and the Engineer, stop work or terminate this Con --ract . h. Correctior of Work Before Final Payment . The Cnntractor shall promptly remove fiom the premises a . materials condemned by the Engineer as failing :o meet Contract requirements , whether incorporated in the work or not , and the Contractor shall promptly replace and re-execute his own work in accordance with the Contract and without e-,nense to the Owner and shall bear the expense of making good all work of other contractors destroyed or damaged by such removal or replacement . If the Contractor does not remove such condemned work and materials as Fromptly as possible , after written notice , the Owner may remove them and store the material at the expense of the t'ontractor. (,C-09 MEASUREMENT AND PAYTIENT a. General . It shall be understood and agreed that payment. at the unit al—ld—wnp stun prices bid under the items enumerated in the Proposal shall constitute full and complete compensation for all work required by the plans and specifications . b. Claims for Extra Cost. If the Contractor claim- that any instructions Uy crawing or otherwise issued after the date of the Contract involved extra cost under the contract , he shall give the Engineer written notice thereof within 3 days , after the receipt of such instructions, and in any event before proceeding to execute the work, except emergency endangering life or property, and the procedure shall then be as provided for changes in the work. No such r1aiRi ,hall be valid unless so made. GC - 12 Extra work not included in but authorized after the date of the contract that cannot be classified as coming under any of the Contract units may be done at mutually agreed upon unit prices , or on a lump sum basis , or under the provisions of "Force Account Work" . c. Force Account Work. If the Engineer orders . in writing , the performance of any work not covered by the plans or included in the specifications , and for which no item in the Contract is provided, and for which no unit price or lump sum basis can be agreed upon, thc-,. such extra ;cork shall be done on a Cosc-Plus-Percentage basis of payment as follows : (1) The Contractor shall be reimbursed for all costs incurred in doing the work and shall receive an additional payment of 5% of all such cost to cover his indirect overhead cost , plus 10% of all cost , including indirect overhead, as his fee. (2) The term "Cost" shall cover all payroll charges for men employed and supervision required under the specific order , together with all woi'anen' s compensation, Social Security, pension and retirt-,,ent allowances and social insurance, or other regular pay- roll charges on same; she cost of all material and supplies required of either temporary or permanent character; rental of all power-driven equipment at agreed upon rates , together with cost of fuel and supply charges on same ; and any other costs ir.--,irred by the Contractor as a direct result of executing the Order , if approved by the Engineer. (3) The cost of the work done each day shall be submitted to the Engineer in a satisfactory form on the succeeding day , and shall be approved by him or adjusted at once. (4) Monthly payments of all charges for Force Account Work ir, any one month shall be made in full. on or before the 15th of the succeeding month. 'Those payments shall include the full amount of fee earned on the cost of the wort: done. d. Pa-ments Withheld. The Owner may withhold or, on account of subsequentTF-Us-covered dence , nullity the whale or part of any certificate of payment to such extent as may be necessary to protect himself from loss on account of : (1) Defective work not relTlodied. (2) Claims filed or reasonable evidence indicating public filing of clatms by other parties against the Contractor. (3) Failure of the Contractor to make payments properly to subcontractors or for material or labor. (4) Damage to another contractor. When the above grounds are rcntoved or the Contractor provides a surety Bond satisfactory to the Owner which will protect the Owner in GC - 13 the amount withheld, payment shall be made for amounts withheld because of them. e. Payment of Inspector Overtime Cost. The Contractor shall reimburse the Owner for the overtime cost or Owner Inspectors assigned to inspect the work. The rate cf payment shall be the difference between the overtime hourly wage rate and the regular hourly rate paid inspectors . This rate difference shall be applied to all hours worked by inspectors over 8 hours per day or 40 hours per week and to the hours worked on Sundays and legal holidays as prescribed by the state where the work is performed. f. Deductions for Uncorrected Work. If the Engineer deems it inexpedient to correct won that Zas�T�een damaged or that was not cone in accordance with the Contract , an equitable deduction from the Contract price shall be made therefor. g. Liens. Neither the final payment nor any part cf the retained percentage s-Fall become due until the Contractor shall deliver to the Owner a complete release of all claims or liens arising out of this Contract , or receipts in full in lieu thereof, and, if required in either case, an affidavit.. that so far as he has knowledge or informa- tion the release and receipts include all labor and materials for which. a lien or claim could be filed; but the Contractor may, if any Sub- contractor refuses to furnish a release or receipt in full , furnish a bond satisfactory to the Engineer- , to indemnify the Owner against any claim or lien (in cases where such payment is not already guaranteed by surety bond) . If any claim or lien remains unsatisfied after all payments are wade, the Contractor shall refund to the Owner all monies that the latter may be compelled to pay in discharging such a lien, including all costs and a reasonable attorney' s fee. GG - 14 SPECIAL SPECIFICATIONS S. D01NAM ROAD STREET, STORM DRAIN, AND SANITARY SEWER IMPROVIEMENTS GFNrRAL 1 . These Special Specifications suonlement and amplify certain aections of tbe- various Standard specifications and other sections- of these Contract Documents. Should there be any conflict between these- Special SpeciEications and the Standard Specifications or other sections of these Contract Documents, the requirements of the Special Specifications shat 1 Prev ai 1. Unless otherwise called for in the glans ,and Specifications, all work shall he in conformance with City of 'Tigard Standards. 2 . Permit hequirc:Tents. The N.W. leg of Durhan Road and the S.'•,. leg of Poonoo, Perry road are under the jurisdiction of the OSHI). The 5.1:. leg of Durnar "nay: and the 11.E. leg of ;;pones Perry Road are under the iurisc!iction of the City of. Tigard. The Owner will secure nor-mission to proceed with the .project through 'n lean approval --y then City. The Contractor shall not nrocee:i with any construction until such permission is in hand of the Owner , and tnen sha 1 1 adhere to al l conditions of sucn aporova1 . 3 . ;otice to Puhlic A(Icncies. It .Tav he advantageous for the Contractor to l7mi't traffic fro•r time to time to expedite construction activities. ;uen closures or limiting of traffic shall be requested well in advance and will be allowed only after approval by the %ngineer and after provisions have been trade to notify the various jgenr_ ies that may be affected, including otier agencies t'i.3t may be designated by the Engineer. Contact with these various agencies can he made as follow-; : Cid of Tigard police 9020 S.'1.1. Burnham Street Tigard , Oregon 97223 Phone: 639-6161.' Attn: Lt. ,Jennings Tualatin Rural vire Protf.,ction District 8455 .t'. !' 110son Road P.O. Cox 127 Tualatin, Oregon 974162 Tigard School District 13137 S.W. Pacific Highway Tigard , Oregon 97223 Phone: 684-2215 Attn: F3ill Dieker City of Tigard Public ;;orks 12755S.W. Ash Avenue, Tigard, Orenon 97223 Phone: 639-41.71 Attn: Frank Currie 4 . Protection of Construction Stakes, References and Survey `lonumentation. a. References. References will he set in order that center line control can be established with reasonable efficiency. Such references will be set outside the construction area and carefully marked. The Contractor will be responsiblo for taking every ;precaution to preserve rnfe�ences and property corners and avoid exessive piles of materials near their area which would negate their usefulness. b. Construction Staking. The Engineer will provide all reasonable construction stakinq. It is understood that from time to time destruction of a few construction stakes is unavoidable. However, protection of ,3takes will be the responsibility of the Contractor anal extensive restakinq will be at the Contractor ' s expense. S. Utilities. The Cngineer has shown all known exintiny util. tt s on the plans. Every effort has been made to alert and cooperate with other utilities. The Contractor shall take all reasonable precautions to protect the affected utilities and coordinate with those utilities as necessary. The Contractor should recheck the status of all utilities immediately nrior to initiatinq work in an area. Po presentativers of other utilities and their phone numbers, are as follows : Small Sanitary e City of Tigard Storm Drain: Frank Currie 639-4171 Gas! 11orthwest 'latural Can Scott Palmer 226-4211 - Ext. 4313 Telephone: General Telephone Tim Lewis 620-0373 Power: Portland General Electric .lack Thompson 6,13-5454 Sp. - 2 6. Traffic Control. The contractor shall pay particular attention to the General Conc.'ition requirement under Item GC- o7. In addition, the Contractor shall confine his construction activities to as small an area as reasonahle so as not to disrupt or inconvenience any larger area than necessary. �,-;here, in the opinion of the Engineer, the Contractor has, not provided suitable signs, barricades, warning lights, flagmen or other suitable traffic control measures or services, or where the Contractor has not obtained suitable approvals or given proper notice as may be required in these documents or by the Enc;ineer, the Engineer may stor) that ;portion of the project and require the Contractor to immediately take steps to bring his work within compliance. Payment for all traffic control or work incidental to traffic control will be included in the lurnp sum rPrice stated in the Pronosal . SCHEDULE I - GRADING & PAVING 1 . Existing Trees. Every effort shall be made to save existing trees that are not within the grading section. The Engineer will mark the clearing limits for road construction and no trees shall be removed beyond those limits unless specifically approved by the Engineer. . 2 . 1"-0" Crushed Rock. Contrary to Item 2-B of the Standard Grading & Paving Specifications, Base Course Material and Leveling Course Material may both be 1"-0" conforming to Section 703. 07 of the OSHD Standard Specifications. 3. Rock Excavation. No rock excavtion is anticipated on this schedule. However, if rock is encountered, as defined in the Standard Grading & Paving Specifications, payment will be made at the unit price of $25. 00 per cubic yard. 4 . Finish Grading. Rough grading will be completed by others. Grading will be to a point 0.2 feet above subgrade + 0.1 feet, to a point one (1) foot beyond the back of curb and thereafter to the lines indicated on the Typical Section. The Contractor shall complete the finish grading as required, including grading for driveway aprons. Any excess excavation from the finish grading may be wasted by spreading smoothly on grounds adjacent to the street. Payment for Finish Grading will be at the lump sum price stated in the Proposal . 5. Driveway Construction Quantities. Quantities of Crushed Rock and-A.C. Pavement involver-with driveway apron construction will be measured and included in such respective bid items. 6. Loop Detectors. Minor signals revision work, including installati n of loop detectors will be completed by others. The Contractor shall allow sufficient time for the loop detectors to be installed in the base 1 i ;t of A.C. before placing the final lift. 7 . Tack Coat. Surfaces of area to be overlayed shall be thoroughly cleaned and a diluted emulsion tack coat appilied at the rate of 0.10 gallons per square yard. No extra payment will be made for such work. 8. Class B Asphaltic Concrete. Contrary to the Standard Specif cations for Grading & Paving, all asphaltic concrete shall be Class R mix. 4 SCHEDULE II - STORM DRAINS 1. Excavation and Backfill Quantities. Where storm drain lines occur within street or other areas to be excavated, trench excavation and backfill depths have been calculated to existing ground or subgrade, whichever is less. In all other areas, depths have been calculated from existing ground. 2. Rock Excavation. No rock excavation is anticipated in this schedule. However, if rock is encountered, as defined in the Standard Storm Drain Specifications, payment will be made at the unit price of $50.00 per cubic yard. 3. Use of Lasers. Contrary to Item 2-C.- 3 b) of the Standard Storm Dr 1a n Specifications, lasers may be used in lieu of batterboards for determining line and grade, if procedures are reviewed and approved by the Engineer. 4 . Trench Backfill Above Pi a Zone. All compaction shall be 90% of maximum density per AASHO T-180 and :ouch that no settlement will occur. Materials shall be placed in lifts not greater than 12". 5. Excess Trench Excavation. Excess trench excavation may be waste by spreading smoothly on grounds adjacent to the street. 6. Catch Basin Laterals. All catch basin laterals shall be 12" CSP (C714,-C7-1. 2) unless otherwise indicated. 7. T.V. Inspection. The contractor shall provide reel to reel 30 minute (T.V.) tapes and written 'video report' to the City, for City review and approval , of the sanitary sewer lines prior to connection thereto. 8. Service Lateral Locations. Sanitary sewer laterals shall be marked by a-n '=S" brand on the curb. P. _ r� Lj FTU 14tH. ►�. L /� r rr.W,.. _ ()r♦ S. W DURHAM ROAD. C� PROJ Lie ' � �(� � �� STREE STORM DRAIIN T L AND SANITARY SEWER, -- Ills JLALLj A IMPROVEMENTS CLACKArAt CQ - - SOMEONE / \ VICINITY MAP SCALE : 1' 1600 i 8 0 8 16 24 ,! s , All construction to be in accordance with NO � City of Tigard standard construction y / BACKFILL LEGEND specifications and drawings unless otherwise indicated. 5� CLASS I SHEET INDEX SHEET .SIO. ITEM JQ� �--4 ---� CLASS 4 1 TITLE SHEET sw / I 2 STREET - 0+00 to 6+93. 59 STORM DRAIN - 0+05. 14 to 6+98. 11 R0 4O r 3 SANITARY SEWER - 0+00 to 5+92. 36 --- W 4 STANDARD CLEANOUT, CURB,, i-RI VEWAY , AND J Q SEWER BACKFILL CLASSIFICATION DETAILS 5 CATCH BASIN, INLET, MANHOLE FRAM ARID N ~ FLATTOP MANHOLE, AND CONCRETE MAIN A (30" Storm Drain) COVER, I BENCHMARKANCHOR BLOCK DETAILS X- 672 ( 1976) 0.S. H.D. Elevation 243. 038 6 STANDARD MANWLE DETAILS In. sidewalk, N.W. corner of undercrossing structure , , Interstate Highway 5 and S.W Upper Boones FE CIRCUL�T�0�1 CCr�Y 9 Y PP / MAIN A *' Sanitary Sewer) Ferry Road. ALI. SPACES MUST BE ENDORSED . � TEMPORARY BENCHMARK PRICK TO APPROVAL 0.= THESE PLANS PUBLIC WORKS C -F T• DATr_._ - 1983 City — -- _ — Cit of T i and E levao ti n 14PLANNING , :::::.. • .:::. 3 29 In city monument box at intersectiL fn of of DUII_UING DCF'f, nY— -__._ LDATC ��•�� ` S.W. Upper Boones Ferry Road and of S. W. Durham Road. TIGA.RD YJATE[3 DIY, L'1' _ _ _ DATC_� I GENERAL TELEPHONE: CY DA tC QV2. N. W. NATURAL GAD DY DA; IL ATE 41-20 "tea I 7. FL a IL • AT SITE PLAN _ _ PNpF�, vJc�I 10NGINEF� /C4• • 1 I I SCALE I = 100 , un 14 G. M. APPROVED Suite 445• AGC Center SHEET DESIGNED DE HAAS 9450 S.W. Commerce Circle FOR: Wilsonville, Oregon 97070 PACIFIC REALTY ASSOCIATES,S OC I A T � - — - - -- M.M. L. P. � TITLE SHEET DRAW" -- - ---- 1220 S.W. MORRISON SUITE 6 ssoclates, Inc. 0 0 -_._-- - --- ---- - - -- �--�- _ ConsuMn En rneecs R survevol (503) 682.2450 PORTLAND , OREGON. 97205 DATE NO. R E V I S 1 0 N S BY CHECKED DATE cif — 9 9 Res. 636-8195 A11111111111 - SCALE AS SHOWN DATE JUNE, 1984 FILE 83- 380- 198 L�IJI I-IF1C•1 f�;Clf'II:i. tf.:ifl1JF::::; E::.' L4' ST 7 0r. I.5 c ,.,..kyr.-•. . /lu'�MI 1 � ,. � _ • yl' "!7!". .. b"'.yPw.'.`.... rr. ry 11 t , • . 'r1 „, � "f11W1 W,w.t j— n r* iYlJari ...i _ _..,._....- ..— —__. ... _.._ ._ .. l .�...�«��I`t1`I11'F' '1'1'1'1'1'1'+I'�►lilyltl+ �'��'i+1'+1 I+hi�11t'��!'(�`'��11I'f'IrIII��II'I'I 'I►III'I'I111'1111111'I'I+I'I'11)'I1111111111111I111IIII('Il11IIItI11r11I"III111IE1111)'II+'1"' '�';�'''� � :r I r , NOTE: IF THIS MICROFILMED ► +�---- I 2 4 5 6 7 8 9 1'O 11 12 DRAWING IS LESS CLEAR THAN THIS NOT ICE;- IT IS DUE TO j f QUALITY OF THE ORIGINAL ) - DRAWING. ---- - - -- - - ---- — 0E 6z 6z LZ Sz Sz *rz Ez zz Iz Oz 61 HI tl 91 91 *1 CI of 11 OI --6'---J.• 9 t 9 Sf-'��--rl E z 1�"••"' j ,,•.--'�+ itllllllllulllUllllUllunlnlllnUlllll�lll�l+llllllllltllluulstulEtulnnwullllllllllllllllllglllllllllllll�IIi11111111111111i1HIIIi111N nNllu1�111f�fMIllrlffl11f111tL�unlunlllnlNl+llli+'11u11u11I1u111111I111+IIWINNI1W1111�111�111►UIIIIIIIIIRIWI++N `pp. l JUNE 24 19 92 .� •..... ._._..._ _.�- .._._. —,,., �,•. - ,.,,,.,.._ ...- .._ .... - — - - � -' ,.a .. Itt '-••i.1.r.��..,Ys,4•,�ii�..1ai.�, _ r.. 6 �0 5O � Stn�4 ".94 // /�/u5� orr4' rr�ov�• 6D' J/KiApror/ er�d K�2x-¢. �Tl�;co/ - .�' /ocat%oris) p� 41" 2 5�U0 (/L0Ca7'1o/-2 ;+o be bo ,e Sta 4 49. �'d ( Opp Lr sto 6" 91. -- 0 5 N6o .3/ '32-w BENCHMARK.' PLAN b6 -08-' �R X- 672 ( 1976) O. S.H.O. Elevation 243. 038' SCALE: IIf=ESO' < �'� ) o X12 4f 0\ �o "s��b In. sidewalk, N.W. corner of undercrossing structure, / � (Vi Interstate Highway 5 and S.W Upper Boones , 0 rc. /.52.82 'V ,�o� Ferry Road. a = 10* //'3/" to I',Y IE/49. 82 `0 n'Sco�ed 1s/nr�d R= 350 ' I7C 4,0,e {0.9 TEMPORARY BENCHMARK. h ZE /48.03 Xe �� p c ~ \ � � N � (1983) City of Tigard . Elevation 143. 29' moo, W In city monument box at intersection of C of -Cl �, _ 30 0 ° ' or ro S.W. Upper Boones Ferry Road and rt of Q � � Sto O OS /-! .r o_ �\ C, COr7,--7ec2A foE'x,st \ 'l3�DD 4 = g0' 0833„ ap S.W. Durf101T1 Road. 2� S \ f'GIb W/ Ori //-0, o - R-2� / R = 200 ' \\ V ON `\ 0. 47000' (60.28 'L t o f �, /G+'F,r 2,•[30 Q2 \ �� \ �' S to U•2D. 93) N /4'F,r o - ti / 2•q5 B"So� /nr).Se wer W0 tc h ex,s t Cuvb 3o Fr o 2 5 TIC 148.14�� , Note � •9// CO/"c h bosir�s shall b� ' 1 Sfc.� O j o0 ,1'/oin A ,• _ / �/ Lor�dScoPed 1s/ar/cy Exist. 41Y �. \ �(461'.32 'Z of E Sta Os/5 90) - ` `' B" #k FT 2 1 - \� . \\ •9,b � /1-t/ '4t/ (F/a t f-o, ) rad . (/.48'Rf of Lr Sfd / 93.37 ( ru�r� Foot to,o >`o;o/oc e Promo �N R/W (OFFSET) R W � � \ oro'cover r�r� /or�dscoped rj�e�/�or�) Upper Bootees Ferry Rd. I � \ �- \ � Ad 'u t Sta 16 '13. 80 Sta. O ,, DO �h�/� y Or76.B5 J s Mfl �. 30 42 - Nlofch Curb \ Nofe X11// Catch bos1� infero/s shall class 4 boc/rf� 10' 20' i2 20 r Sow G'uf and 10 `emo✓e eXisf Curb o.7d A. C. as c "-ected TOPSOIL AS NECESSARY \ C/&a/V fh vc/< oo ov r/o / 6 FOR LANDSCAPING thJ / „A C (C/mss B ) /��`/ I i .I.• 7 I/2 7 1/2 VARIES �ARIrS per f tI/�4��pe 1/4 ---- . �-- � r f i _------- a S=0.02 -- S=0.02 2: � Y � � j ti \ oh.. � � �� .o ��•"a�,��, O.•�..•�',o•a °o:;� . a• •oo o:, a •`'a�.osa�:: O " 6rI I STANDARD CUR s) 11. 2 CLAS 8 A.C. g � � O ti � � 0 � � 5' CONCRETE SIDEWALK (by developer) i � If 1 !/2 CLASS B A.C. a V 12, I" 0 CRUSHED ROCK , Q /6C V - Q N p Exist 9rOvnd pf curb I V 0, TYPICAL SECTION ------------ j O 1,4 � ! 5 =10.00640 NO SCALE Ex.s t 9ro�r'v v O o P I 0 04800 -T_ Ot �Sform �' Si ' 5: 0.0/220 0 df-oin 30 - "C.5•P. (C- 76, Cl I1Z) =079IE 1r7146.b6U(/2" /ots.) IE in /./8. 20(30"sfub) V 3( � =0.O/D/, 30 5 76, G I IEDu/tA3.8071148. 0 I Rim /t5/4 B8. /d /40s ) I - Main A /45.t IE �/39 8/ 2.4 /r 40 /52.3 IE i/7 139.99(,Fx,.5 30"S 01a6) IEDUt/41.24, V O Rim /473 o h � a ° ° PROFILE If SCALE:Horiz. I =5d h i O I N Vert. Ifs= 10' v a /60 - V .5=o.006 40 0.048 5 0 02808 ---- -- 0 OON 14 OfDO /t0O 2 f OU 6,100 7X00 -- -- ----- ----- - - G. M. APPROVED Suite 445 AGC Center - - -- LAN a PROFILE S"� DESIGNED "ET S.W.S. . Commerce Circle Wilsonville, Oregon 97070 - � S. W. DURHAM ROAD 2� _ - - "- - M. M. � & STREET: S. W. Durham Road 0+00 to 6+93.59 6 - --- _- ---. _. ---- -- -- - - ---- ---- DRAWN . : = � - ssaciates, Inc. o --- - - _ Main' ---- -- . -- -- - -- - q.%� /� �_ (503) 682.2450 STREET 81 STORM DRAIN IMPROVEMENTS n + 14 to 6+95 11 DATE NO. -- _ ----- - --------- __ ._-_- -- ----- --------- DATE ',�•� tulhnc;f nrjwfM , ,? S ,t i , TS REVISIONS 9Y CIiECKEU ` _ Res. 636.0195 SCA;.:: AS SHOWN DATE JUNE 1984 FILE 83. 380. 198 UUF')-IF-�M C�:(::IAU. EiUCJhJF:,� F:" L1 �T 8 OF 15 IT ,w...lrww.�r...._«,.M......__ __ __,.__ ._ . _ .. , +e w,;tMHra!n•nr•aw*:,.an+ ,r ��Irt�Irlrll�llI'll 1111i�IrlFlrl�111y1�11�11111111111j 1,11ftJ) IllV7W 4P l f, �111�11��1) �III�I) 1111111111111'Illll!�IIIIIII�rI1�II11111IrI11rIIIrI11r11lrlrlllr illllrlllllllrlrllllllllll�rl111 r� I . . f ` I d NOTE: IF THIS MICROFILMED 2 3 4 5 7 9 9 10 II 12 . DRAWING IS LESS CLEAR THAN THIS NOTIC61--17 15 DUE TO - 1w, QUALITY OF THE ORIGINAL DRAWING. OQ 6Z 9Z LZ 9? SZ VZ EZ ZZ 13 OZ 61 BI LI 91 SI ---*1 el 11 II AI 6 9 L 9- S b E Z 1aresw � - tI1�l1I11ru1�lullnu�unlurrinnlnr�lIIIIUI11111111nrlrurbnrluuhn�u11u1�H1111111�111111111�1111111�1�grlllllllur:Ilultltui111U1W1111rII1n�i111�111111f9fI11B111111111111111u11191fr�nllu111u11111111u11uuIIwW!llllJlluuhlu�1111111111111u1llljllllll 9 - 24 12JUNE '' •�Is+'.. `�. .-+ww -tr'�Alr+ i......._ ,f...-.. _ Vit, -- r- .. � _ .,,,,,.,. _ .�. SCHEDULE III - SANITARY SEWERS 1 . Excavation and Backfill Quantities. where storm drain lines accuL within street or other areas to be excavated, trench excavation and :•ackfill depths have been calculat�-d to existing ground or subgrade, whichever is less. In all other areas, depths have been calculated from existirg ground. Rock Excavation. No rock excavation is anticipated in this sch,;Aul.e. However, if rock is encountered, as defined in the Standard Storm Drain Specifications, payment will be made at the unit price of $70.00 per cubic yard. 3 . Use oL Lasers. Contrary to Item 2-C- 3 b) of the Standard Storm Drain Specifications, lasers may be used in lieu of batterboards for determining line and grade, if procedures are revit�wed and approved by the Engineer. 4 . Trench Backfill Above Pipe Zone. All compaction shall be 90° of maximum density per AASHO T-180 and such that no settlement wiI l occur. Materials shall be placed in lifts not greater than 12". Excess Trench Excavation. Excess trench excavation may be wasted by spreading smoothly on grounds adjacent to the street . 6. Service Lateral Locations. Final service lateral locations 1;7-11—be deterr^.ined by the Enginee- in the field. DEQ �kroval. The Engineer has submitted plans to USA for ap[)roval. The Contractor shall not begin construction of }he sanitary sewer system anti ? USA approval has been received. Sp. - 6 STANDARD SPECIFICATIONS (FOREWORD) FOREWORD. The Contractor shall furnish all labor, materials and equipment necessary or required to complete the work in all respects as shown on the Plans, as hereinafter specified, or both. Each major item is divided, where applicable, into sections consisting of A. Scope; B. Materials ; C. Workmanship; and D. Measurement and Payment. This method is empluved to f ilitate the work of the Contractor in preparing his Proposal and ,n following the Specifications during construction. All references prefixed by the form ASTM refer to Standard Specifications or methods of the American Society of Testing Materials of the Serial Designation indicated by number following the prefix, and, unless otherwise stated, refer to the latr t adopted revision of said specifications or methods . All references to AASHO Designations refer to Standard Specifications or methods of the American Association of State Highway Officials , unless otherwise stated, refer to the latest adopted revision of said specifications or method. Stakin2_ Out the Work. The Engineer will set the grade stakes for the construction of the improvements, wherever necessary. Location of drainage facilities wil' be established by means of offset stakes set at a minimum interval of 25 feet. Stakes for sewers and water will indicate cut to flow line. Stakes for curbs will indicate cut to top of curb and offsets shall be to the front face of the curb. In all cases it shall be the Contractor's sole responsibility to lay out the work from the offset stakes given and to transfer elevations from the cut stakes. The Engineer will not be responsible for any elevation given other than those indicated herein. The Contractor shall use a minimum of fou►• (4) grade stakes at all times to minimize any survey or layout errors . The Contractor shall make every effort to notify the Engineer at least three (3) days, but in no case more than seven (7) days , in advance of the time when grade and line will be needed. In general , the Engineer, will be able to supply line and grade within a few hours. However, the Contractor will not be allowed extensions of time or darpages because of delays caused by insufficient line or grade, unless the Engineer has been notified three (3) days in advance. (Note: The use of lasers may be allowed only at the discretion of the Engirne r. ) P92_ress of Construction. It is the intention of these Contract Documents that the progress of work shall proceed in a systematic manner so that the minimum inconvenience will result to the public in the course of construction. It is, therefore, necessary that the Contractor confine his operations to as small a length of work area pe,- crew as is feasible. Cleanup of all construction debris, excess excavation, excess materials, and complete restoration if all fences , mailboxes , ditches, culverts , signposts , and similar items shall be completed immediately following the completion of the project or of any portion of the project. SP - 1 All excavated materials shall be removed from grassed and planted areas, and these surfaces shall he left in a condition equivalent to their original condition and free from all rocks, gravel , boulders, or other foreign materials. It is the intent of the Cortract Documents that the Contractor, shall provide all labor and equipment ,ecessary to grade and maintain in a reasonable condition all streets ?fid roadways, on which construction has been accomplished until sinal acceptance of the entire project by the Owner. Interfering Structures & Utilities. The Contractor shall exercise all possible caution to prevent damage to existing structures and utilities whether above ground or underground. An attempt has been made to show these structures and utilities on the Plans . While the information has been compiled from toe best available sources, its completeness and accuracy cannot be guaranteed, and it is presented simply as a guide to possibl, diffiCUltiFS. The Contractor shall notify all utility offices concerned at least 48 hours in advance of construction operations in which a utility's facilities may be involved. This shall include but not be limited to water, telephone, electric, gas and television services. It shall be the responsib ; ! ity of the Contractor to locate and expose all existing structures and utilities in advance of the excavation. Any structures or utilities damaged by the work shall be repaired or replaced in a condition equal to or better than the conditions prior to the damage. Such repair or replacement shall be accomplished at the Contractor's expense without additional compensation from the Owner. The Contractor shall notify the Owner of any damaged underground structure or utility, and repairs or replacements shall be made before backfilling takes place. If interfering power poles, telephone poles, guy wires , or anchors are encountered, the Contractor shall notify the Engineer at least sevP,, (7) days in advance of construct on to permit arrangements with the utility company for protection or relocation of the structure. If the Contractor encounters existing structures which will prevent the construction of any portion of the project and which are not properly shown on the -pans, he shall notify the Engineer before continuing with the construction in order that the Engineer may make such field revisions as necessary to avoid conflict with the existing structures . The cost of waiting or "down" time during such field revisions shall be borne by the Contractor without additional cost to the Owner. If the Contractor shall fail to so notify the Engineer when an existing structure is encountered, but shall proceed with the construction despite this interference, he shall do so at his own risk. In particular, when the location of the new construction, as shown on the Plans, prohibits the restoration of existing structures to their original conditions, the Contractor shall notify the Engineer so that a field relocation may be made to avoid the cor.flict. Field Relocation. During the progress of construction, it is expected that minor relocations of the line may be necessary. Such relocations shall be made only by direction of the Engineer. Unforeseen obstructions encountered as a result of such relocations will not be subject for claims for additional compensation by the Contractor to any greater extent than would have been the case had the obstruction been encountered along the original location. Contractor's Responsibility for Utility -Properties and Service. At points where the Contractor's operations are adjacent or cross the properties of railway, telegraph, telephone, power-, oil and water companies or are adjacent to other property (damage to which might result in considerable expense, loss and inconvenience) , no work shall be started until all arrangements necessary -For protection thereof have been made. The Contractor shall be solely and directly responsible to the owners and operators of such properties for any damages , injury, expense, loss , inconvenience, delay, suits, actions, or claims of any character brought because of any injuries or damage which may result from the carrying out of the work to be done under the Contract. In the event of interruption to domestic water or, to other utility services as a result of accidental breakage, or as a result of being exposed or unsupported, the Contractor shall promptly notify the proper authority. He shall cooperate with the said authority in restoratior of service as promptly as possible and shall bear all costs of repair. In no case shall interruption of any water or utility service he allowed to exist outside working hours unless prior approval is received. Neither the Owner nor its Officers or agents shall be responsible to the Contractor for damages as a result of the location of the underground utilities being other than that shown on the Plans or for the existence of underground utilities now shown on the Plans . In the event the Contractor encounters water service lines that interfere with trenching, he may, by obtaining prior approval of the Engineer, cut the service, dig through and restore the service with similar and equal materials at the Contractor's expense. The Contractor shall replace, at his own expense, ary and all other existing utilities or structures removed or damaged during construction, unless otherwise provided for in these contract documents or ordered by the Engineer. Public. S��afet��yy and Convenience. The Contractor shall comply with all rules an(F regulations oil C ti y and State authorities regarding the closing of pubic streets or highways to use of public traffic . No road shall be closed by the Contractor to the public, except by the express permission of the Engineer. Traffic must be kept open on those roads and streets where no detour is possible. The Contractor shall , at all times, conduct his work as to assure the least possible obstruction to traffic and normal commercial pursuits. All obstructions within traveled roadways shall be protected by approved signs, barricades and lights where necessary or ordered by the Engineer for the safety of the traveling public. The ccnvenience of the general public and residents along the project, and the protection of persons and property is of prime importance and shall be provided for by the Contractor in an adequate and satisfactory manner. The Contractor shall use every reasonable precaution to safeguard the persons and property of the traveling public. Failure of the Engineer to notify the Contractor to maintain barricades, barriers, lights , flares , danger signals, or watchmen shall not relieve the Contractor from his responsibility. All barricades and obstructions shall be protected at night by signal lights which shall be suitably distributed across the roadway and kept burning from sunset to sunrise. Barricades shall conform to the Standard Specification for Highway Construction of the Oregon State Highway Department. Whenever the Contractor's operations create a hazardous condition, he shall furnish flagmen and guards as necessary or as ordered by the Engineer to give adequate warni rig to the public or any dangerous conditions to be encountered. He shall furnish, erect and maintain approved fences , barricades , lights , signs , and any other devices that may be necessary to prevent accidents and to avoid damage and injury to the public. Flagmen and guards , while on duty and a3signed to give warning to the public , shall be equipped with approved red wearing apparel and a red flag which shall be kept clean and in good repair. Signs, flags , lig�ts, and other warning and safety devices shall meet the requirements of the current safety manual of the Oregon State Highway Division. The Contractor will he required to confine construction operations within the dedicated rights of way for public thoroughfares unless he has made special arrangements with the affected property owners in advance. The Contractor will be required to protect stored materials, cultivated trees and crops, and other items located adjacent to the construction. Property owners affected by the construction shall be notified by the Contra-tor at least 46 hours in advance of the time construction begins . During all construction operations, the Contractor shall construct and maintain such facilities as may be required to provide access by all property owners to their property. No person shall be cut off from access to his residence or, place of business for a period exceeding eight (R) hours, unless the Contractor has made special arrangements with the -, ffected persons. SP - 4 ;"TANDARD SPECIFICATIONS GRADING & PAVING 1 . SITE PREPARATION. 1-A Scope. This item covers the work necessary for the comple- tion o a11 clearing and excavation, including but not limited to clearing and grubbing , excavation, filling, backfilling and all other work necessary to prepare the subgrade for curb , rock and paring construction, including the disposal of excess excavated material , grading of adjacent areas and adjustment of the various appurtenances existing in the street. 1-B Materials. 1-B-1 Excavation. Excavation shall be classified as either common or roc excavation as defined below. a Common Excavation. Common excavation is defined as the removal of all m,- neria w cf is not classified as rock excavation. Q Rock Excavation. Rock excavation is defined as the removal of all materia sT wTicTi , by actual demonstration , cannot in the Engineer' s opinion , be reasonably prepared for excavation by using a D-8 Cat with ripper , or similar approved equipment and which is in fact , systematically drilled and blasted. The Engineer reserves the right to waive the demonstration of the material encountered as well defined rock. The term "rock excavation" shall be understood to indicate a method of removal and not a geological material. No payment will be made under "rock excavation" for any method of rock removal other than systematic drilling and blasting. I.f the Contractor elects to mechanically remove material classified as "rock excavation" by the above definition with other equipment , including excavating equipment of a larger size than specified above , it shall be understood that payment for the removal of the material by this method shall be at the unit price for common excavation . 1-B-2 Embankment , a) Excavated Material. Suitable excavated materials shall be used for fill in connect on with the grading as required. b) Imported Material . Imported embankment material shall consist of sem, grave F, s`oMor combinations thereof, free from debris or other objectionable material . At least 60 percent shall be retained on, at least- 10 percent shall pass the No. 200 sieve . G&P - 1 1-C Workmansh p . 1-C •1 Clearing and Grubbing. Clearing and grubbing shall consist of- the- removalof trees , stumps , debris , plant materials and structures as required. Existing catchbasivs , culverts or similar structures which are to be abandoned shall be either removed or filled with gravel or sand backfill material . In any case, such items to be removed or abandoned shall be removed to a depth of not less than one foot below the limit lines of excavation. All top soil shall be removed from areas to be excavated, all stumps shall be completely removed by grubbing, blasting or other suitable means . All roots and other embedded wood shall be removed to a depth of not less than one foot below the limit lines of excavation. Holes resulting from any grubbing operations shall. be filled with suitable material and thoroughly compacted. 1-C-2 Excavation and Embankment . a Excavation. Excavation shall be carried to the lines and grades shown on Me—plans and established by the Engineer. Special care shall be taken to not excavate below subgrade. Where the street has been excavated below subgrade due to faulty workmanship , it shall be brought to grade with base course material or other suit- able material approved by the Engineer. The cost of such work and materials shall be borne by the Contractor. The Contractor shall grade the subgrade to within a tolerance of 1/10 of a foot of that grade called for in the Plans . b) Disposal of Excess Excavation. All excavated material in excess of construction requirements shall be disP,osed of by the Contractor; there will be nc pay item for "truck haul '. Unless specified locations are designated in the Special Specifications or on the Plans , this material shall become the property of the Contractor. Q Placement of Embankment. Embankment shall be placed in six (6) inch layers , a ter compaction. Each layer shall be separately compacted by means of approved equipment , the type subject to the approval of the Engineer. The Contractor shall grade the subgrade to within a tolerance of 1/10 of a foot of that grade called for in the Plans or as determined by the Engineer. d) Pock Excavations . Before proceeding with rock excavations , the Contractor shall have completed the common excavation to such depths that only rock excavation remains . At this time the subgrade shall be made available to the Engineer and measurements will be taken to determine the amounts of rock excavation remaining. e) Blasting. Blasting for excavation will be permitted only after securing approval of the Engineer and only when proper G&P - 2 precautions are taken for the protection of personas and property. Any damages caused by the blasting shall be repaired by the Contractor at his own expense. The Contractor' s methods of procedure and blasting shall conform to State Laws , County Laws and Municipal Ordinances . 1-C-3 Adjustment of Valve Boxes Manholes and Appurtenances . The height o a valve boxes , manholes and similar appurtenances within the area to be paved shall be adjusted to conform to the new grades and cross sections shown on the Plans and Standard Detail Sheets . The Contra^tor shall remove the earth around the box or manhole with- out disturbing a greater area than necessary and raise or lower the box or manhole ring , as the case may require, until the top surfa^e is at the correct elevation. The hole shall be backfilled with excavated material in 6-inch layers and each layer shall be thoroughly compacted with a pneumatic tamper before the next is placed until the backfill is up to the subgrade elevation. Where two lifts of paving rre required, the appurtenances shall be left low until the base lift of paving has been laid. The base course of paving shall then be neatly cut and the appurtenance adjusted to the exact elevation of the finish paving. The base course of paving and any other materials distrubed by the final adjustment shall be replaced and thoroughly compacted before application of the final lift. 1 -C-4 Preparation of Sub rade. The term subgrade as used herein, shall e considered as the street area that is to receive the base course material . The subgrade shall be brought to the required elevation and shaped , with suitable equipment to the lines , grades and cross sections shown on the Plans or established by the Engineer. After the subgrade has been gradedas hereinbefore specified, it shall be thoroughly compacted by means of equipment which will achieve the desired density specified. The material in the upper one foot of the subgrade shall have a density of not less than 90 percent of "maximum density" when tested according to AASHO Standard Method T-180 Method A. In the event soft or spongy loc -tions become evident when compaction of the subgrade is being accomplished, the following procedure shall be used. The area shall be aerated. The area shall be loosened and turned over for a depth of at least eight (8) inches. The loosened material shall then be worked to a finely divided condi- tion so that all zlumps or clods four (4) inches in diameter are removed. The m--Asture content shall be brought to optimum by the addition and blending of dry material. The material shall then be compacted to the specified density. If the above procedure for aeration does not produce satisfactory results , the objectionable material shall be removed from the area and the holes filled with subgrade stabilization material as specified. Payment for extra excavation shall be paid for at the unit price for common excavation as stated in the Proposal . C,&P - 3 Subgrade material shall contain an optimum amount of moisture during compaction to stabilize and bind materials to produce the resulting density specified. If sufficient moisture is not present , additional water shall be added by sprinkling as authorized and directed by the Engineer. 1-D Measurement and Payment. 1-D-1 Clearing and Grubbin Payment for clearing and grubbing wIl a made on a lump sum asis set forth in the Bidder' s Proposal and shall include the cost of all work specified herein and shot,n on the Plans . 1-D-2 Excavation. a) Common Excavation. Payment for commor excavation will be made at the unit price per cubic yard set forth in th_ Bidder' s Proposal and shall include the cost of all work specified herein and shown on the Plans. The quantity of material to be measured for payment as common excavation will be the ntunber of cubic yards of common excavation excavated between the required subgrade elevation or slopes and the existing surface . Measurement will be computed by cross sectional method from data taken in the field by the Engineer. Voltune of excavation for payment shall be calculated to the nearest cubic yard. b Rock Excavation. Payment for rock excavation will be based on the unit price per cubic yard set forth in the Bidder' s Prc?osal. Measurement shall be based on cross sections taken by the Engineer after all common excavation has been removed and only rock excavation , as determined by the Engineer , remains . Cross sectional measurements shall be taken to the nearest 0. 1. foot at all breaks of elevation. Volume of rock for payment shall be calculated to the nearest cubic yard. 1-D-3 Embankment. Payment for embankment will be made at the unit priceper cubic yard set forth in the Bidder ' s Proposal and shall include the cost of all work specified herein and shown on the Plans. The quantity of material to be measured for payment as Embankment will be the number of cubic yards of embankment placed between the existing surface and the required subgrade elevation oz slopes. Cross sectional measurements shall be taken to the nearest 0. 1 foot at all breaks of elevation. Volume of embankment for pay- ment shall be calculated to the nearest cubic yard of in-place compacted embankment. I-D-4 Adjustment of Manholes and Cleanouts . Payment for adjustment and reconstructionf existing manholes and cleanouts will be made on the unit price per each set forth in the Bidder' s Proposal. G&P - 4 Payment for adjustment cf miscellaneous appurtenances not specifically listed as bid items will be considered to be pard for under some one or more other bid items and no extra payment -will be made therefore, No payment will be made for adjusting new manholes or cleanouts constructed under this contract. 1-D-5 Aeration of Sub rade. Payment for aeration of soft or spongy locations s a e on a unit price per hour as set forth in the Bidder' s Proposal . Payment shall include all equipment- , labor and materials required to perform the work as specified. 1-D-6 Miscellaneous Items. Miscellaneous items of work such as curb removal, sidewalk removal , pavement removal , etc. shall be paid for at the unit or lump sum price set forth in the Bidder ' s Proposal except in such cases where these items are not specifically listed as bid items , they will be considered to by paid for under some one or more bid items and no extra payment will be made therefore . 2. BASE AND LEVELING COURSES . 2-A Scope. This item shall include furnishing all materials , labor an equipment for the construction of the Base and Leveling Course , complete as shown on the Plans and specified under this item. 2-B Materials . 2-B-1 Base Course Material. Material for the base course shall be crushed rock or crushed gravel as the Contractor may elect, and shall be l -inch minus and shall conform to Section 703 . 07 of the OSHD Standard Specifications. 2-B-2 Leveling Course Material.. Material for the leveling course shall be c ushed rock or crushed gravel as the. Contractor may elect and shall be 3/4-inch minus and shall conform to Section 703 . 07 of the OSHD Standard Specifications , 2-B-3 Subgrrade Stabilization Material . Material for subgrade sta�zati.on s a e pit-run grave , crushed rock or sand with maximum size aggregate of 4 inches . 2-C t%,orkmansh ip. 2-C-1 Placing Base Course. The crushed rock for base course is specified under Item 2-B-1 , and shall be spread on the prepared subgrade to such a depth that when thoroughly compacted, it will conform to the grades and dimensions shown on the Plans with proper allowance for the leveling course hereinafter specified. The base course shall he built up in layers , none of which shall exceed six (6) inches in compacted thickness . Crushed rock shall be spread in an even course of uniform thickness from vehicles equipped with spreading devices . Segregation G&P - 5 of material shall be avoided and the material as spread shall be free from pockets of large or fine -material . In genera]_ , the spreading shall begin at the end of the work furthest from the point of loading materials . The dumping of base course materials in piles upon the subgrade will not be permitted. After the base course has been spread and brought to line and cross section , it shall be compacted with approved equipment to achieve 95 percent density of the maximum density when tested in accordance with ASSHO Standard Method T-180 Method A, as determined by the Engineer . Sufficient water shall be added as needed to facilitate the movement of key material into the voids . The surface of the base course shall parallel the cross section and grade established for the top of base course within 0 .06 foot. 2-C-2 Placing, Leveling Course . The crushed rock for the leveling course is specified under Item 2-B-2 and shall be spread on the completed base course to such a depth that when thoroughly compac- ted , it will conform to the grades and dimensions shown on the Plans with proper allowance for the finished pavement . The leveling course shall be bladed and rolled to a true surface and cross section . The finished surface of the leveling course shall not vary more then 0 .04 foot above or below the specified cross section or grade at any point . The compaction and watering of the leveling, course shall be performed as hereinbefore specified for the base course . 2-D Measurement and PPaent . Payment for base , leveling course and sulgraa e stabilization maire al on streets shall be based on the unit price per cubic yard stated in the Bidder ' s Proposal. for the actual number of cubic yards satisfactorily incorporated in the street cross section as shown on the typical section or as designated by the Engineer . Measurement shall be the number of cubic yards as calculated by the Engineer and multiplied by 1.35to allow for compaction and miscellaneous loss . 3 . ASPHALTIC CONCRETE PAVEMENT . 3-A Scope . This item includes furnishing, all materials , labor and equip—T meet necessary for laying the asphaltic concrete pavement on the streets , including all work incidental thereto , complete as shown on the Plans and specified herein. Specific details of materials and workmanship requirements not included below shall be in accord- ance with the requirements set forth under Part 400 of the OSHD Standard Specifications . 3-B Materials . rhP - 6 3-B-1 Asphaltic Concrete. a) Composition. The asphaltic concrete shall be composed of asphaltic cement , mineral. filler , sand and gravel or crushed rock mixed together in the proportions hereinafter specified. Two separate types of asphaltic concrete will be used. Class "C" mix will be used on overlays of existing pavement where two (2) inches of compacted thickness is required, and it will also be used on new street construction for the wearing surface . Class "B" mix will he used for new street construction base course. b) As ha�lticc Cement . The asphaltic cement to be used shall be pavingaspha tI confor—mrng with the AASHO Standard Specifica- tions for asphaltic cement . The aged residue grade shall be AR-4000. c) Proportions of Materials. The materials of which the asphaltic concrete is composed shall e of such size and gradings that when proportioned and mixed together from two (2) or more stockpiles (3/4 -Y'and k -0")they will produce a uniform mixture which , when tested by means of laboratory screens, will conform to the requirements as are stated in the following paragraphs . TABLE 1,10. 1 Class "B" Asphaltic Concrete Size of square screen which all aggregate rust pass I inch Percentage of aggregate, 3/4-inch to ,,-i.nch 28-46 Percentage of aggregate, -inch to 10 mesh 17-35 Percentage of aggregate , 10 mesh to 40 mesh 11-20 Percentage of aggregate , 40 mesh to 200 mesh 5-17 Percentage of aggregate , passing 200 mesh 3-7 Percentage of asphaltic cement 4. 5-6 . 5 TABLE, N0. 2 Class "C" Asphaltic Concrete Size of souare scree- which all aggregate must pass 3/4-inch Percentage of aggregate 2-inch to ,.-inch 19-33 Percentago of aggregate k-inch to #1O 24-36 Percentage of aggregate 10 mesh to 440 16-26 Percentage of aggregate 40 mesh to #200 5-19 Percentage of aggregate passing #200 3-7 Percentage of asphaltic cement 5-7 The percentages stated in the table are percentages of the weight of the complete a3phaltic concrete mixture including the weight of the asphalt . The exact proportions of the several constituents to be used in the productions of the bituminous mixture shall , within the limits above specified, be fixed by the Engineer , and the proportions so established shall be changed only upon his order . GAP - 7 3-C Workmanship. 3-C-1 Mixing_Plant. Asphaltic concrete shall be pro- portioned and mixed in aTt of modern design with facilities coordinated and operated so as to produce a mixture within the job mix formula. The plant shall be equipped with suitable storage bans for aggregates , weighir.g devices, heating and mixing equipment. Plant facilities shall be open to the Engineer at all times during the paving operation for checking, verifying weights , proportions , and character of materials and checking temperatures being maintained in the prepara- tion of the mixture. 3-C-2 Preparation of Mixture. The size of batch shall be as determi by the Engineer based on the manufacturer' s capacity rating or the net cubic contents of the mixer below the center of the mixter shafts. The combined mineral aggregate shall be thoroughly mixed drv , after which the proper amount of bituminous cement shall be distributed over the aggregate and the whole thoroughly mixed for such period of time as is necessary to produce a homogeneous mixture of unchanging appearance in which all particles of the mineral aggregate are uniformly coated with bituminous cement. For batching plants , the mixing time , after introduction of bituminous cement shall be riot less than 30 seconds and as much longer as is necessary to obtain the specified results . For continu- ous mix plants , the mixing time in seconds shall be as determined by dividing the p ugmill dead capacity , in pounds , by the pugmill output , in pounds per second, and shall be regulated by fixing a minimuunn gauge in the mixing unit or by other satisfactory mixing unit adjust- ments . The ingredients of the mixture shall be heated, combined and mixed in such a manner as to produce a mixture of such temperature that when deposited on the road, it will he within the temperature range set forth hereinafter - 3-C-3 Tem erature Limits . The temperature to which the aggregates and bituminous cement are to be heated and at which the asphaltic concrete is to be deposited on the road shall be in accord- ance with the following: Degrees Fahrenheit to which aggregates are to be. heated before mixing . . . . . . . 250° to 3250 Degrees Fahrenheit to which bituminous cement is to be heated before mixing . . . . 2500 to 3000 Degrees Fahrenheit at which asphaltic concrete is to be deposited on the road. 2500 to 300" 3-C-4 Hauling, Spreading and�Finishing. The mixture shall be transported from the mixing plant to the poInt of use in dump trucks having tight , clean smooth metal beds , which have been sprayed with a minimum amount of thin fuel oil , paraffin oil and lime solution to prevent the mixture from adhering to the beds . No loads shall be sent out so late in the day as to prevent completion of the spreading and compacting during daylight , unless artificial light satisfactory to the Engineer is provided. When length of haul is excessive , trucks shall be covered with suitable canvas or burlap covers to prevent loss of heat. Contact surfaces of curbs , gutters , catchbasins , manholes , cleanouts , edges and surfaces of existing pavements and other stru':tures within the pavement area shall be treated with a thin uniform coating of aspahlt cement of the type designated by the Engineer and applied as directed by the Engineer. The mixture shall be laid on the leveling course herein- before specified. The leveling course shall be shaped and rolled as necessary to repair any areas distrubed by the trucking. The placing of the mixture will be permitted only during dry weather and when the abmient temperature is above 40 degrees Fahrenheit . The mixture Shall be delivered to and spread by an asphaltic concrete paver of standard self-propelled type which meets with the approval of the Engineer, and shall be thereby struck-off and finished to specified grade and cross-section. The mixture shall be laid in strips of such width as to hold to a practical minimum the number of longitudinal joints required. Unless otherwise ordered by the Engineer , the laying of each strip shall. commence at the point farthest away from the mixing plant and shall progress toward the plant so that no hauling will be done over freshly placed pavement . The length of strips and the time of placing adjoining strips shall be such that the edge of any strip along a longitudinal. joint shall have the adjoining strip constructed against it within 2+ hours . No asphaltic concrete material shall be placed against the edge of a strip course or layer of similar material that has been rolled and has cooled unless and until said edge has been prepared in the same manner as hereinafter set forth for transverse joints . On areas of irregular shape , limited area, or where unavoid- able obstacles make the use of specified spreading and finishing equip- ment impracticable , in the ,judgment of the Engineer , the mixture may be spread and finished by hand methods which shall be performed in a skillful. manner, without segregation of materials , and to specified grade, cross-section and smoothness . G&P - 9 Care shall be taken at all times to prevent segregation in the mixture as evidenced by areas of fine and course materials , and anv portions where such segregation occur,,, shall be corrected with fresh mixture either spread and worked into the surface or by complete removal and replacemerLt of segregated mixture as directed by the Engineer . 3-C-5 Compacting. After the spreading , striking-off and finishing F-a-s een per -ormed and while the mixture is still hot , the course of asphaltic concrete shall be compacted thoroughly and uni- formly by rolling. The rolling shall be done with three-wheeled or tandem roller weighing not less than six tons and at least one of which shall weigh not less than ten tons. In general , one roller shall be provided for each 75 tons of mixture placed per hour or each 600 square yards of mixture placed per hour when the depth of course is such that 75 tons of mixture is spread over an area exceeding 600 square yards . On projects involving 1 , 000 tons or less of asphaltic concrete , only one roller (minimum weight of 10 tons) will be required. Each roller shall be operated by a competent , experienced roller operator and, while the work is underway, shall be kept as nearly as practicable in continuous operation. Rolling shall begin at the sides and progress gradually to the center, except that on super -elevated curves rolling shall progress from the lower to the upper edge parallel with the centerline of the road, and in each uniformly overlapping each proceding track by not less than 1/3 the width of the roller until the entire surface has been completely rolled. If a three-wheeled roller is used, the entire surface shall be covered and compacted with the rear or compression wheels. The rolling and compacting of the asphaltic concrete shall compress the mixture to a density of not less than 92 percent of the jensity obtained, on the core or cut sample of the field compacted asphaltic concrete by means of the 0S11D Standard laboratory procedure for the compacting of asphaltic concrete. Generally, where an adjoining strip of asphaltic concrete is to be placed against a strip which is still hct , that six-inch width of the strip of asphaltic concrete which is nearest the joint with a successive strip shall not be rolled until the adjoining strip has been placed against it , at which time the rolling of the successive strip shall overlap the six-inch width of the preceding strip of asphaltic concrete . During the rolling operations , hand raking and spotting shall be perf.orme4 at edges and joints of the mixture to provide neat lines at edges and smooth, uniform surfaces at joints . Along forms , curbs . headers , and walls , around manholes and catchbasins and �t other places not accessible to the roller, the mi-.ture shall be thoroughly compacted with hot hand tampers, smoothing irons or mechanical tampers . On depressed areas , a trench roller may be employed , or comrression strips may be used under the roller to transmit compression to the depressed area. G&P - 10 The surface of the asphaltic concete after compaction shall be smooth and true to the established cross-section and grade . Any mixture that becomes loose or broken, mixed with dirt , or is in any way defective shall be removed and replaced with fresh not mixture , which shall be immediately compacted to conform wick the surrounding area. Any areas showing an excess of bituminous cement due to improper rolling procedure shall be removed and replaced. 3-•C-6 Transverse joints. Placing of a course or strip of asphaltic oncrete shall e as nearly continuous as practicable and the roller shall pas:; over an unprotected end of freshly laid mixture only when the laying of the course or strip is to be discon- tinued long enough to permit the mixture to become chilled. In all such cases , when the work is resumed, the material previously laid and permitted to become chilled shall be cut back or removed along the end so as to produce a slightly beveled edge for the full thick- ness of the course and the old cut away material shall be removed from the work. The new mixture shall be placed or raked against the fresh cut , thoroughly tamped, and rolled to provide a smooth joint exactly meeting the line, grade and cross-section of adjoining asphaltic concrete after thorough compaction. When the end of a course or strip of asphaltic concrete is to be temporarily subjected to traffic , the end shall be left on a bevel of approximately 1 : 1 to provide a fresh edge against which subsequently placed asphaltic concrete is to abut. 3-C-7 Surface STIUothness . The surface of the top or wearing sur ace course , i�7E_!n J _s ed, shall be of uniform texture, smooth, true to crown and grade . free from .refects of all kinds . The smoothness shall be such that when tested .lith a 10-foot straightedge placed on the surface with its centerline parallel to the centerline of the street , the maximum deviations of the surface from the edge of the straigiztedge will no where exceed 0.01 of a foot . 3-C-8 Control of Traffic. No traffic shall come in contact with any course or i t o . t e-pavement until the course or lift has cooled and set sufficiently to prevent marking. Those edges which are to be along lo.igitudinal joints shall be protected from traffic to the extent that no breaking down of the edge shall occur. 3-C-9 Patching. Omissions or damage to the wearing surface shall be imme i.ate y corrected by hand patching. Defects such as raveling, low centers , lack of uniformity, or other imperfections caused by faulty workmanship shall be corrected as directed by the Engineer. All costs incurred in coating omissions and in patching shall be borne by the Contractor, and no additional. compensation will be made for such work. G&P - 11 I 3-C-10 Clean Up . After the pavement has been completed, the Contractor shall collect and remove from the site all debris resulting from his operations. Graded areas along the streets or driveways that have been disturbed by the paving operation shall be regraded to the satisfaction of the Engineer. 3-D Measurement and Payment. 3-D-1 Asphaltic Concrete Pavement . For the construction of asphaltic concrete pavement , payment will be made at the prices bid per ton (2 , 000 lbs. ) for asphaltic concrete used in the work , based upon the unit price as set forth in the Bidder' s Proposal. The quantity to be pais' for at the price for asphaltic concrete shall be the number of tons of that class of asphaltic concrete mixture actually incorporated in the pavement , in accord- ance with the plans and specifications and the orders of the Engineer. Payment shall be made on a per ton basis at the unit price bid on the proposal . Pay tonage will be determined by net weight of each load on platfdrm scales furnished by the Contractor . Before use of the scales is commenced, the Contractor shall have the scales checked, adjusted and sealed by an officially aualifi.ed representative of the State Sealer of Weights and Measures . Payment as above indicated shall be understood to comprise fall and complete payment for the asphaltic concrete pavement in place including the furnishing and hauling of all materials , tools , equipment , and supplies , the performing of all work and the bearing of all incidental expense . 4. STANDARD CONCRETE CURBS. 4-A Scope. Included is the work and materials necessary for the construction of standard concrete curbs , including but not Limited to furnishing materials; forming , mixing, placing and curing all concrete ; finishing concrete as specified, backfill behind the curbs ; and cleanup. 4-B Materials . 4-B-1 Gravel Base . Gravel base shall be crushed rock or crushed gravel as the Contractor may elect, and shall be 3/4-inch minus . 4-B-2 Concrete. Concrete shall have a minimum compressive strength of 3 , 000 psi, days after placement, using minimum 6-sack mix. An air-entraining admixture shall be used. It shail be added to 'he mixer at the time of mixing in such a manner as to ensure G&P - 12 uniform distribution of the admixture throughout the batch. Entrained air (% of volume) range shall be 3 percent to 5 percent. The maximum water added per sack of cement shall be 6 gallons and the slump range shall be between 3 and 5 inches. Concrete obtained from other than standard ready-mix plants , shall be subject to approval of the Engineer for mix design, materials , batching and mixing. 4-B-3 Forms . Pre-fabricated steel forms may be used. Lumber used n forms shall be of 2-inch material dressed to a uniform thickness of good sound material free from loose knots or other defects . Liunber once in forms shall be thoroughly cleaned before being used again. Reuse of forms and .form lumber will be permitted only when their conditions are approved by the Engineer. 4-B-4 Cuncrete Curing Compound. Curing compound shall 5e Hunt ' srP- ocess , or equal , as approved-may the Engineer. 4-B-5 Roof Drains. Poof drains shall be formed by using four- (4) inch diameter p antic pipe. 4-C Workmanship. 4-C-1 Excavation. Excavation shall include all excava- tion for the curb and such trimming as may be necessary in the area between the curb and the properti- line , as shown on the Plans or as directed by the Engineer. Excavation for curbs shall be done in conjunction with the excavation of the street. Any portion of the curb subgrade excavated below grade shall be corrected with compacted gravel backfill . Where directed by the Engineer, suitable material as approved by the Engineer may be used for backfill . Such material must be compacted in lifts with mechanically operated tampers . Tamping shall be such that no settlement will occur. 4-C Foundation Stabilization. I-There soft , spongy or other unstable material is found in the subgrade , the Engineer shall require that excavation be carried to firm, solid foundation material which, in his opinion, is deemed satisfactory. The sub- grade shall then be backfilled to the required grade with gravel base as specified in 4-B-1 hereof. 4-C-3 Backfill Behind Curbs . Backfill behind the curbs shall not be startuntil seven days after the concrete has been placed. Backfill shall conform to the lines shown on the Plans . CLre shall be taken to preserve the curb alignment while backfilling. In no case shall base rock be placed and compacted in the street before the curbs are properly backfilled. 4-C-4 Forms. a General. Forms shall conform to the shape, lines , grades an mensi.ons of the concrete as hereinafter provided for or as called for on the Plans . G&P - 13 The inside of forms shall be coated with a light , non-staining mineral oil. Forms shall be held firm and rigid to pennit thorough tamping of the concrete , b) Curb Forms for Standard Curbs . Curb forms shall be sixteen (1E) inches high, verticalon t e ack , six (6) inchos tide at the top and have a slope on ►.he front making a bottom width of nine (9) inches . The back of the curb at the top shall be finished with not greater than one-half- (12) inch radius tool . The front edge at the top shall be finished �-.ith a one (1) inch radius tool . Horizontal and vertical alignment of forms shall be such that tl;e finished surface shall not vary more than 0. 02 feet from Ulie established grade and line. Scored nitiwood may be used to effect short radius bends required for curb returns . 4-C-5 Contraction Joints . Joints shall consist of a two- (2) inch deep knife contraction cut along the entire face and top of curb . Joints shall be made in the curb at the ends of all returns and at not more than 20-foot intervals . Contraction joints shall be cut at time of finishing. , and properly finished on both the face and top of curb. 4-C-6 Placing Concrete . Before depositing of concrete i. will be permtte , the work crow and all equipment and tools rust be on the Job site . Before depositing concrete , all dabris shall be removed from the .,aace to be occupied b.: the concrete . The base shall be thoroughly wetted , but no pools of i•.atcr rill be permitted . Crncrete shall be deposited in its proper place without delay in a continuous operation. ,\n interval of more thin 45 minutes between any two consecutive batches or loads , or a placing rate of less than eight cubic yards of concrete per hour, shall constitute cause for a contraction joint at the location and of the type directed by the Engineer in the concrete already placed. In extremely hot weather , concrete in place shall be protected until final finishing can be completed. '.lith a hot dry breeze , ctiindbrakes gray be erected, or fog nozzles may he used. Curing operation should begin as soon as concrete has set enough to avoid surface dar:age. 4-C-7 Finish. After removal of the forms from exposed faces , holes-left shall be patched and finished. The patching mixture shall consist of one part cement and two parts mortar sand. In general , it is not anticipated that patching will be required. Pl%i.;ood or metal forms shall be used to produce a uniformly smooth surface on the exposed face. The use of form ties buried in the curb wall must have the prior approval of the Engineer , and then only to suit a special forming problem, or as part of the integral design of a. prefabricated and manufactured standard curb form. r&P - 14 AR Grinding exposed faces with carborundum stones shall not be allowed. Substandard finishing and the presence of rock pockets shall be sufficient cause for rejection by the Engineer. Biooming shall be required on all exposed curb and gutter surfaces. 4-C-8 Removal cf Forms. The form on the front of the curb or wall shall be removed in not less than one hour nor more than six hours after the concrete has been placed. In no event shall the front form be removed if the concrete has not reached its initial set. 4-C-9 Curing of Concrete. Protection against loss of moisturea�►ll b accomplished byFeeping the surface continuously wet for sr-ven (7) days or by application of an approved curing compound applied immediately after completion of the finishing . 4-C-10 Roof Drains. Provisions for roof drains through the curb shall e made by p acing four- (4) inch diameter plastic pipe in the curb. At least two drains shall be provided per lot unless otherwise indicated by the Engineer. The flow line of the pipe shall be k inch above the gutter flow line . Each drain hole shall be finished after -removal of forms . 4-D Measurement and Payment. 4-D-1 Standard Curb. Measurement of standard curb shall be along the c_u_r amine on both straight and curved portions . Pay- ment for all work specified under this item shall be the unit price stated by the Contractor in his Proposal for each lineal foot of concrete curb in place . No decrease in payment shall be made and no extra payment shall be allowed for curb at drives or radii or for curb formed around structures slich as poles , valves or man- holes in the curb line. The unit price shall be considered as pay- ment for furnishing and setting of forms , placing and curing the concrete , form removal , earth top soil backfill., roof drains , and clean-up, complete as specified herein. Payment for excavation and gravel backfill will be made as provided for i_n other applicable sections of these Specifications . 5. CONCRETE CURB AND GUTTER 5-A Scope . 5-A-1 General. Included is the work necessary for the excavation , concrete and cement work including but not limited to, the following: Z.ir. th top soil , backfill behind the curbs ; furnishing, forming, mixing, placing and curing all concrete ; finishing con- crete as specified; and clean-up. G&P - 15 5-B Materials . 5-B-1 Gravel Base. Gravel base shall be crushed rock or crushed gravel as the Contractor may elect, and shall be 3/4-inch minus. 5-B-2 Concrete. Concrete shall have a minimum compres- sive strengti o psi, 28 days after placement using minimum 6-sack mix. An air entraining admixture shall be used. It shall be added to the mixer at the time of mixing in such a mannr as to ensure uniform distribution of the admixture throughout the batch. Entrained air ('/o of volume) range shall be 3 percent to `, rer :ent . The maximum water added per sack of cement shall be six (0 gallons and the slump range shall be between 3 and 5 inches . Concrete obtained from other than standard ready-mix plants , snall uc subject to approval of the City Engineer for mix design, materials , batching and mixing. 5-B-3 Forms . Prefabricated steel forms may be user'A. Lumber used iin Fans shall be of 2-inch material dressed to a uni- form thickness of good sound material free from loose knots or other defects . Lumber once in forms shall be thoroughly cleaned before being used again . Reuse of forms and form lumber will be permitted only when their conditions are approved by the Engineer. 5-B-4 Concrete _C�u_r_i_n& Compound. Curing compound shall he Hunt ' s process , or equal. , as approved by the Engineer. 5-B-5 Roof Drains .. Roof drains shall be formed by using four- (4) inch diameter plastic pipe. 5-C Workmanship. 5-C-1 Excavation . Excavation shall be unclassified and shall include all. excavation for curb and gutter and such trimming as may be necessary in the area between the curb ai.d the property lime, as shown on the Plans or as directed by the Engineer. Excavation for curbs and gutter shall be done in conjunction with the excavation of the street . Any portion of the curb and gutter subgrade excavated below grade shall be corrected with gravel backfill. Where directed by the Engineer, suitable material as approved by the Engineer may he used for backfill . Such material must be compacted in lifts with mechanically operated tampers . Tamping shall be such that no settlement will oc(.sr. 5-C-2 Foundation Stabilization. Where soft , spongy or other uT,statle material is found in the subgrade, the Engsneer shall require that excavation be carried to firm, solid foundation material which, in his opinion, is deemed satisfactory. The subgrade shall then be backfilled to the required grade with gravel base as specified G&P - 16 in 5-B-1 hereof. This item shall include the excavation necessary to provide apace for the foundation stabilization material. 5-C-3 forms. aGeneral. Forms shall conform to the shape, lines , grades and im3�ens ons of the concrete as hereinafter provided for or as called for on the Plans . The insi�.e ( f forms shall be coated with a light , non-staining mineral oil. Forms shall be held Firm and rigid to permit thorough tamping of the concrete . Q Curb and Gutter Forms . The back, curb form shall be 12 inches high , thefacefrmso� r the curb and for the gutter shall be 6 inches high, the face forms shall slope one (1) inch from top to bottom. 'Ihe finished curb will conform to the Standard Curb and Gutter Detail Sheet as shown on the Plans. Horizontal and vertical alignment of forms shall be such that the finished surface =hall not vary more than �, inch from the established grade. Scored plywood may be used to effect the short radius bends required for curb and gutter returns . c) Catch Basins. Catch basins shall conform to the standard detail or Cate Basins used with Curb and Gutter herein. 5-C-4 Contraction Toints . Contraction joints shall r.onsist of a two- (2) inch c•eep_ cT—n Te cut along the face of curb and top of curb and gutter. .Joints shall be made in curb and gutter at the ends of all returns and at not more than 20-foot intervals . Joints shall also be made three (3) feet on each side _)f the center- liae of catch basins . Contraction joints shall be cut at time oC finishing , and proper�y finished on both the face of curb and top of curb and gutter . 5-C-5 PlacinE Concrete . Before depositing of concrete wiil be perm�itte , the work crew and all equipment and tools must be on the job site: Before depositing concrete, all debris shall be removed from the space to be occupied by the concrete. The base shall be tho7:oughl.y wetted, but no pools of water will be permitted. Concrete shall he deposited in its proper place without delay in continuous operation. An interval of more than 45 minutes between any two consecutive batches or loads , or a placing rate of less than eight cubic ya::ds of concrete per hour shall constitute cause for a contraction joint at the location and o the type directed by the Engineer in the concrete already placed. G&P - 17 a In extremely hot weather , concrete in place shall be protected until final finishing can be completed. With a hot dry breeze , windbrakes may be erected, or fog nozzles may be used. Curing operation should being as soon as concrete has set enough to avoid surface damage. 5-C-6 Finish. a) Curb and Gutter and Catch Basins . After removal of the forms from expose -Ta s , holes left shall7e patched and finished. The patching mixture shall consist of one part cement and two parts mortar sand. In general , it is not anticipated that patching will be required„ Plywood or metal forms shall be used to produce a uniformly smooth surface on the exposed face. The use of form ties buried in the curb and gutter or wall must have the prior approval of the Engineer , and then only to suit a special forming problem, or as part of the integral design of a prefabricated and manufactured standard curb and gutter form. Grinding e.Kposed faces with carborundum stones shall not be allowed. Substandard finishing and the presence of rock pockets shall be sufficient cause for rejection by the Engineer . Brooming shall be required on all exposed curb and gutter surfaces . 5-C-7 Removal of Forms . The .-orm on the front of the curb or wall shall e remo,ien in not less than one hour nor more than six hours after the concrete has been placed. T_n no event shall the form be removed if the concrete has not reached its initial set. 5-C-8 Curing of Concrete . Protection against loss of moisture s a_ e accomplished y Feeping the surface continuously wet for seven days , or by application of an approved curing compound applied immediately after completion of the finishing. 5-C-9 Roof Drains. Provisions for roof drains through the curb shame maTe—Ty placing four- (4) inch diameter plastic pipe in the curb. At least two drains shall be provided per lot unless otherwise indicated by the Engineer. The flow line of the pipe shall be � inch above the gutter flow line. Each drain hole shall be finished after removal of forms . 5-D Measurement and Payment . 5-D-1 Concrete Curb and Gutter . Measurement of concrete curb ar.3 gutter std along the curb line on both straight and curved portions. Payment for all work specified under_ this item shall be the unit price named by the Contractor in his Proposal for each lineal foot of concrete curb and gutter in place . No decrease G&P - 18 in payment shall be made and no extra payment shall be allowed for curb and gutter at drives or radii, or for curb and gutter formed around structures such as poles , valves or manholes in the curb and gutter line. The unit price shall be considered as payment , for furnishing and setting of forms , placing and curing the concrete , form removal , earth top soil backfill , and clean-up , complete as specified herein . Payment for excavation and gravel backfill will be made as provided for in other applicable sections of these specifications . 6. CONCRETE SIDEWALKS AND DRIVEWAYS . 6-A Scope. Included is the work and materials necessary for the construct!_on of concrete sidewalks and driveways , and other related work including, but not limited to : Excavation; removal of existing sidewalks and driveways ; disposal of removed materials; preparation of the site ; gravel base; furnishing , forming , mixing, placing and curing all concrete ; placing contraction joints ; finishing concrete as specified ; and clean-up as specified herein and shown on the Plans . 6-B Materials . 6-B-1 Gravel Base. Gravel base shal.1 be crushed rock or crushed gravel as the ontractor may elect , and Ghall be either 12- inch minus or 3/4-inch minus , conforming to Section 703 . 07 of the OSHD Standard Specifications . 6-B-2 Concrete. Concrete shall have a minimum compreosive strength or 3, 000 psi , 28 days after placement , using minimum 6-sack mix. An air entraining admixture shall be used. It shall be added to the mixer at the time of mixing in such a manner as to ensure uniform distrubution of the admixture throughout the batch. Entrained air (% o volume) range shall be 3 percent to 5 percent . The maximum water ?sided per sack of cement shall be 6 gallons and the slump range shall be between 3 and 5 inches . Concrete obtained from other than standard ready-mix plants, shall be subject to approval of the Engineer for mix design, *materials , batching and mixing. 6-B-3 Forms . Prefabricated steel forms may be used. Lumber user-in forms shall be 2-inch material dressed to a uniform thickness , of good sound material free from loose knots or other defects. Lumber once used in forms shall be thoroughly cleaned before being used again. Reuse of forms and form lumber will be permitted only when their condition is approved by the Engineer. 6-B-4 Premoulded Joint Filler. Premoulded joint filler shall be a turr.inous type of Ai, inch minimum thickness , conforming to AASHO M33-48 and ASTM D 994. 6-B-5 Concrete Curing Compound. Curing compound shall be Hunt ' s Process , or equal , as approved by the Engineer. C&P - ].9 6-B-6 Pit-Run Backfill. Material for pit-run backfill shall be pit-run gravel with a maximum size aggregate of. 4 inches evenly graded from course to fine. 6-B-7 Asphaltic Concrete . Asphaltic concrete shall be Class "C" mix meetin—g OSHD standa-F7 specifications. 6-B-8 Concrete ePPipe. Concrete pipe shall be tongue and groove and shall meet the requirements of ASTM C-14. 6-B-9 Top Soil Backfill. Top soil for backfill shall be a sandy loam free from any gravel or clods or other objection- able material . 6-C Workmanship. 6-C-1 Excavation. Excavation shall be unclassified and shall include all excavation for sidewalks and driveways and such trimmings as may be necessary in the area of the sidewalk or drive- way, as shown on the Plans or as directed by the Engineer. Any portion of the subgrade excavated below grade shall be corrected with gravel base , pit-run backfill or sand as the Contractor may elect. adhere directed by the Engineer, suitable material as approved by the Engineer may be used for backfill. Regardless of the type of backfill , material must be compacted in lifts with mechanically operated tampers . Tamping shall be such that no settlement will occur. 6-C-2 Concrete Cuts. All cutting of concrete necessary for sidewalk an driveway removal will be done by the Contractor prior to removal. 6-C-3 Foundation. Stabilization. Where soft , spongy or other unstable material is found in the subgrade , the Engir.,.:er shall require that excavation be carried to firm, solid foundation materials which in T .is opinion, is deemed satisfactory. The subgrade shall then be oackfilled to the required grade as specified in Item C-1 herein above. This item shall include the excavation necessary to provide space for the foundation stabilization material . 6-C-4 Forms - General . Forms shall conform to the shape , lines , gra es an i.mens ons of-the concrete as hereinafter provided for or as called for on the Plans . The inside of forms shall be coated with a light, non- staining mineral oil. Forms shall be held firm and rigid to permit thorough tamping of the concrete . r i' - 20 6-C-5 Sidewalks . a Forms . Forms for sidewalks will be standard finished 2 x 4' s approximately 3-5/8 inch width) , or approved steel forms . b) Gravel Base for Sidewalks . Gravel base for side- walks will be 3J4-inch minus crushed gravel 2 inches minimum depth. 6-C-6 Driveways , a Forms . Forms for driveways will be standard 2 x 6 ' s (approximately t2 inches thick) , or approved steel forms ., b) Gravel Base for Driveway. Gravel base for driveways will be 3/4-inch minus crushed rock, 2 inches minimum depth. c) Where sidewalks cross through driveway sections , the thickness of the sidewalk shall be as specified above for driveways . 6-C-7 Finish. All walks and driveways shall be "broom" fin-i3hed, broomed at'right angles to the length. The edges of all walks shall be finished smoothly with a 3-inch wide edging tool free of broom marks. 6-C-8 Joints . a) Contraction Joints. Contraction joints shall be cut in all walks , spaced not to exceed 20 foot intervals nor less than 10 foot intervals . Joint depth shall be 11,-, inch in sidewalk sections and lz inch in driveway sections. All utility poles , meter bases , fire hydrant, etc . , in sidewalk areas shall have joint material , to full depth, placed around them before placing concrete. b Pattern. Sidewalk areas shall be divided into panels by scoring u inch deep in a regular pattern. 6-C-9 Curing a-nd- Protection. An approved curing compound shall be app�e�c to all exposed surfaces immediately after finishing. Curing compound shall be applied in sufficient quantity to obscure the natural color of the concrete. Before beginning the placement of any sidewalk, the Contractor shall have on the .job site sufficient protective paper to cover the pour of an entire day, in the event of rain or other unsuitable weather. 6-C-10 Clean-up and Gradin Following completion of the concrete work, a construction e r s and materials shall be removed from the job site . G&P - 21 Excavated areas adjoining sidewalks shall be backfilled with top soil. Existing slopes shall be followed in grading, as directed by the Engineer, whether in cut or fill. Elsewhere , in cut , a 1 to 1 slope shall be followed and in fill a lZ to 1 slope shall be followed. On .fill sections a minimum shoulder width of 18-inches shall be provided. 6-D Measurement and Payment„ 6-D-1 Concrete Sidewalk Removal . Payment for sidewalk removal will be on a square foot basis as set forth in the Bidder ' s Proposal . !Measurement will be the actual number of square feet removed. 6-D-2 Concrete Driveway Removal . Payment for driveway removal will be on a square foot basis as set forth in the Bidder' s Proposal. Measurement will be the actual number of square feet removed. 6-D-3 Concrete Sidewalk Construction. Payment for side- walk construction will e on a square toot basis as set forth in the Bidder ' s Proposal and shall. include site preparation , 2 inches of gravel base, furnishing, forming , mixing, Placing and curing all concrete, placing, contraction joints , finishing concrete as specified , backfill with top soil, placement or replacement of any roof drains as required, clean up as specified herein and shown on' the Plans and any other work not specifically set aside as special bid item. Measurement will be the actual number of square feet con- structed as specified for Each thickness of sidewalk. 6-D-4 Concrete Drivewax Construction. Payment for driveway construction ,,IFIT'Fe on a square foot basis ai set forth in the Bidder' s Proposal and shall include site preparation, 2 inches of gravel base , furnishing, forming, mixing, placing and curing all concrete , placing contraction joints , finishing concrete as specified, clean-up as specified herein and shown on the Plans and any other related work not specifically set asise as a special bid item. Measurement will be the actual number of square feet con- s'.ructed as specified. 6-D-5 Asphaltic Concrete Driveway e llaacceemment . Payment for asphaltic concretedriveway eway replacement will be on a square yard basis as set forth in the Bidder' s Proposal and shall include all work necessary for the full and complete cutting , matching and paving of intersected asphalt driveways . 6-D-6 Gravel Backfill. {(N�orTt includingthe 2 inches of ravel base ayment or grave bacK�-i ] 1 will e on a cu is yarc )aSis truc measure) as set forth in the Bidder ' s Proposal . G&P - 22 6-D-7 Foundation Stabilization. Payment for foundation stabilization will a on a cubic yar asis (truck measure) as set forth in the Bidder' s Proposal . 7 , CATCH BASINS. 7-A Scope. This item includes furnishing all materials , labor and equipment necessary for constructing catch basins complete at locations shown on the plans and as called for under these specifications . 7-B Materials . 7-B-1 Concrete . Concrete shall be as specified under Item 4-B-2 of the specifications . 7-B-2 Construction Drains . Construction drains shall be 4-inch concrete tire. 7-B-3 Grate and Frame. Steel grade and frame shall be as shown on t e P ans . 7-C Workmanship. 7-C-1 Excavation. Excavation for catch basins shall be to neat finis line's—,—en straight curb is being used, excavation shall fellow construction of the curbs and be either before or after the first lift of base rock. When monolithic curb and gutter is being used, a six-foot section of curb and gutter shall be poured monothically with the catch basin. In general , 3/4-inch minus crushed rock properly compacted shall be used for backfilling the catch basins . Where approved by the Engineer , suitable excavated material may be used for backfill . 7-C-2 Forms . Forms may be either prefabricated steel or smooth plywood . I care is taken to excavate to neat lines , out- side forms will not be necessary. Forms shall be thoroughly cleaned before being used again. It is of prime importance that forming of the top of the catch basin be exact so that the grate and frame are centered as shown on the Plans . 7-C-3 Placing Concrete. Before depositing of concrete is permitted,—tFe work crew and—a-11—equipment and tools must be on the Job site . Before depositing concrete all debris shall be removed from the space to be filled by concrete. No construction joints will be allowed in catch basins. 7-C-4 Finish. Finish shall be as specified under Item 4-C-7 of these spec cations. The edges of the top of the catch basins shall be finished with not greater than one-half (�) inch radius tool . C&P - 23 7-C-5 Construction Drains. Construction drains shall be placed as shown on the Plans or as designated by the Engineer. 7-D Measureme^ - and Payment . Payment for catch basins shall be base thT e en t price per each as set forth in the Bidder ' s Proposal . G&P - 24 STANDARD SPECIFICATIONS - STORM DRAINS I . TRENCH F,XCAVATION AND BACKFILL. 1-A Scope . This item covers the work necessary for the trench excavatio' i and backfill , complete , including but riot limited to clearing of right of way; protection of private property during construction; disposal of cleared materials ; excavation of the trench for the pipe and appurtenances ; foundation stabilization; backfilling at the pipe zone ; trench backfilling (of the type specified by the Engineer) above the pipe zorn , removal , replacement and rehabilitation of all fences , drainage ditches , water-,,,lays , culverts, concrete curbs and sidewalks , or other features moved or damaged during construction; removal of all obstructions ; rerloval of existing pavement ; locating and protecting existing utilities ; repair of damage to utilities; the maintenance of accFss to public thorov.ghfares and to private property; the maintenance of adequate barricades, lights and warning signs for the protection of the public on public highways , County roads , streets and private drives ; shoring , cribbing, bracing, sheeting, and dewatering; as may be required ; hauling and disposal of waste ezcavation , including temporary haul- ing and disposal of soil which cannot be accommodated within the designated right of way; repair of public and private property damaged during construction ; final cleanup of. the construction area; and all miscellaneous items of work required to complete the construction specified hereunder. 1-B Materials . 1-B-1 Trench Excavation. Trench excavation shall be classi- fied as eit er common excavation or rock excavation as defined below: 1 Common Excavation. Common excavation is defined as the removal �5ll material wlich is not classified as rock excavation. b Rock Excavation. Rick excavation is defined as the removal of all materials which by actual demonstration, cannot , in the Engineer ' s opinion , be reasonally excavated with a 3/4 yard 225 Caterpillar Backhoe equipped with a 30-foot boom, general duty dipper and rock points , or Similar approved equipment and which is , in far!L , systematically drilled and blasted. The Engineer reserves the right to waive the demonstration of the material encountered as well-defined rock. The term "rock excavation" hall be understood to indicate a method of removal and not a geological material . No payment will be made under "Rock Excavation" for any method of -,-ock removal other than systematic drilling and blasting . St ,.D. - 1. If the Contractor elects to mechanically remove material classified as "Rock Excavation" by the above definition with other equipment , including ,excavating equipment of a larger size than specified above , it shall be understood that payment for the removal of the material by this method shall_ be at the unit price for Common Excavation. 1-B-2 Trench Backfill . �a) Foundation Stabilization. Gravel for trench foundation stabilization shall be clean pi -run gravel , crushed rock or gravel , having reasonably even gradation from coarse to fine. The maximum size shall be four (4) inches. b) Granular Material for Pipe Base and PiZe Zone. Granular materialolorp p base and pipe zone shale 3/4 inch minus pea gravel or crushed gravel , having reasonably even gradation from coarse to fine. c) Gravel for Trench Backfill . Gravel for trench backfill shall be clean pit-run gravel , crushed rock, or gravel having a reasonably even gradation from coarse to fine. The maximum size shall be four (4) :;►ches. d Bituminous Cements. Bituminous cement for use in tacking the edges of existing asphaltic concrete pavement shall be RC-1 asphaltic road materials conforming to the applicable specifi- cations of the Asphalt Institute , or shall be an asphalt emulsion. e) Ams h�alltic Concrete. Asphaltic concrete shall be hot plant mix, Class "C" material conforming to the requirements of Part 400, entitled, "Asphaltic Concrete Pavement" of the Standard Soecifications of the Oregon State Highway Commission. Q_ Gravel Surface. Material shall be 3/4-minus crushed gravel or rock,reasonaSly evenly graded from coarse to fine. I-C Workmanship. 1-C-1 Clearing the Right of Wim. Where clearing of the right of way s necessary, it shall e completed prior to the start of the trenching. Trees and brush shall be cut as near to the surface of the ground as practicable and piled for disposal . The Contractor shall observe all Federal and State laws relating to fire permits and local regulations relating to burning such materials. Under no conditions shall excavated materials be permitted to cover brush or trees prior to clearing and burning. Existing trees or tree limbs whether on public or private property, are not to be removed without nermission from the Engineer St .U. - 2 MW MRAWXs 1-C-2 Obstructions. This item refers to obstructions which may be removed and not require replacement. Obstructions to the construction of the trench such as but not limited to stumps , abandoned piling, abandoned concrete structures , logs , rubbish and debris of all types shall be removed by the Contractor at his own expense without additional compensation fro.n the Owner. The Engineer will , if requested by the Contractor. , make changes in alignment to avoid major obstructions if such alignment changes can be made without adversely affecting the intended functioning of the facility. The Contractor shall pay all additional costs to the Owner resulting from such alignment changes. 1-C-3 Asphaltic Concrete Pavement Replacement. All bituminous and concrete pavements , regardless of the thickness , shall be cut prior to excavation of trenches with a concrete saw. Width of the pavement cut shall be at least six (6) inches greater than the required width of the trench ac ground surface on each side . Pavement removed during excavation shall be piled separately from the earth spoil and removed from the site and shall not be used in backfilling the trench. After the pipe trench has been backfilled and thoroughly compacted, it shall be brought to a smooth, even grade approximately 11 inches below the top of the existing bituminous surface. An 8-inch layer of clean 3/4-inch minus crushed gravel shall then be placed and compacted over the gravel backfill , Lim:t, the edges of the existing asphaltic concrete pavement shall be gil,en a hot shot coat of the material specified under item 1-B-2d of these specifications . Sufficient time shall be allowed for the bituminous cement to cure , and no operation that will stir up dust shall be permitted until surface has dried. Plant-mixed bituminous surfacing not less than 3 inches in depth shall then be applied and compacted over the trench. Aspahltic concrete shall be mixed, processed, and laid in compliance with Part 400 of the Standard Specifications for highway Construction of the Oregon State Highway Commission. The finished surface of the new pavement shall conform to the grade, crown , and slope of the existing pavement . 1-C-4 Blasting. Blasting for excavation will be permitted only after securing approval of the Engineer and only when proper precautions are taken for the protection or persons 'and property. Any damages caused by she blasting shall be repaired by the Contractor at his own expense . The Contractor' s methods of procedure and blasting shall conform to State Laws , County Laws and Municipal Ordinances. 1-C-5 Trench Width. Minimum width of unsheeted trenches in which pipe is to be laicT shall be eighteen (18) inches greater than the inside diameter of the pipe, except by permission of the Engineer. The maximum width of the trench shall be limited to 1 , 5 St . D. - 3 times the nominal pipe diameter plus eighteen (18) inches. In all cases , trench width shall be confined to dedicated right of way for public thoroughfares or within areas for which construction easemer.,:s have been obtained, unless. special arrangements have been made with the affected property owners . 1-C-6 Grade. The bottom on the trench shall be carried to the lines andgra�Ices shown on the Plans or as established by the Engineer, with proper allowance for pipe thickness and for gravel bedding, Any part of the trench excavated below grade shall. be corrected with material of the type specified in 1-B-2a, for the full width of the trench and thoroughly compacted layers not to exceed six (6) inches , to the established grade . Unless otherwise specified , service laterals shall be laid at a slope of 3 inch per foot . 1-C- 7 Shoring, Sheetin and Bracing of Trenches . When- ever necessary to prevent cavinguri.ng excavation in ;ravel, sandy soil , or other unstable material , the trench shall be adequately sheeted and braced. Where sheeting and bracing are used, trench widths shall be increased accordingly. Trench sheeting shall remain in place until the pipe has been placed and backfilled within the pipe zone. All sheeting, shoring and bracing of trenches shall conform to the requirements of the State Industrial Accident Commission , 1-C-8 Location of the Excavated Materials. During trench excavation , the Contractor s a d-locate the excavated material so it will not completely obstruct a traveled roadway or street; and, unless otherwise approved by the Engineer, all streets and roadways shall be kept open to at least one-way traffic. 1-C-9 Removal of Water. The Contractor shall provide and maintain ample means an3 devices with which to promptly remove and dispose of all water including flow from existing storm drain lines , Entering the trench excavation during the time the trench is being prepared for the pipe laying , during the laying of the pipe , and until the backfill in the pipe zone has been completed. ThE Contractor shall dispose of the water in a suitable manner without damage to adjacent property. 1-C-10 Foundation Stabilization. When, in the opinion of the Engineer, the material _Nn it e bottom of the trench is unsuitable for supporting the pipe, the Contractor shall excavate from one r:, two feet below the flow line as directed by the Engineer , and backfill to the required grade with gravel of the type specified in 1-B-2a. 1-C-11 Trench Backfill at Pipe Zone. The pipe zone shall be considered to extend rom tie grave ase to a point six (6) inches st.17. - 4 above the outside of the pipe and for the full width of the trench, for all classes of backfill . In areas of rock or other area designated by the Engineer, the entire pipe zone shall be backfilled with materials specified in 1-•B-2b. In all other areas , the pipe zone shall be backfilled with such material only up to the springline . 1-C-12 Trench Backfill above Pi e Zone. The following types of bacRfill shall e used on the project in the areas shown on the Plans. The class of backfill used for Service Laterals will in general be t e same as that used or the line to which they are connected. a) Class 1 Backfill . The trench above the pipe zone shall be backfilled with the excavated material in six (6) inch layers and each layer thoroughly tamped by means of hand or mechanically operated tampers . The fill shall be broughtto the required surface grade, and tamping shall be such that no settlement will occur. b) Class 2 Backfill. The trench above the pipe zone shall be backfilled with the excavated material in layers not thicker than the usable length of the jet pipe and then water jetted with a hose and nozzle. The nozzle shall be inserted at such spacing as necessary to completely saturate the backfill Fill shall be compacted so that no settlement occurs under normal loading . c Class 3 Backfill. Following backfill in the pipe zone the excavated material may be pushed back into the trench by mechanical. means. Where this method of backfill is allowed, the earth shall be pushed first onto the slope of the backfill previously placed and allowed to roll down inti the trench. The Contractor will not be allowed to push the backfill material into the trench in such a way as to permit free fall of the material into the open trench. A windrow of excavated material shall be placed over the trench to allow for settlement . The Contractor shall make his own estimate of the amount of settlement that will occur and will stock pile enough material to compensate for settlement . After the back- fill has been completed, the entire working area including the 'trench shall be graded. d Class 4 Backfill . The trench above the pipe zone shall be backfilled with .our- inch m4nus "Gravel for Trench Backfill" as specified under 1-B-2c. This material shall be placed in the manner specified for Class 3 Backfill, above . No windrow required. After the trench has been backfilled, the entire trench shall be water, sattled so that no settlement shall occur. e) Class 5 backfill. Following the backfill at the pipe zone , the remainder of t e trench shall be backfilled as specified for Class 2 Backfill up to within right (8) inches of the top of the trench. The remaining eight (8) inches of the trench shall then be 5 filled with 3/4-inch minus crushed rock and compacted over the trench surface with at least six (6) passes with the wheels of a grader or other similar equipment. f) Class 6 Backfill . Following the backfill in the pipe zone , the trench from he pipe zone to a point two feet below the surfacing shall be backfilled as specified for Class 2 3ackfill. The remaining. two feet below the surfacing shall be backfilled as specified for Class 4 Backfill. The baukfil.ling and water settling shall be accomplished in a manner that no future settlement shall occur. 1-C-13 Excess Excavated Material . All excess excavated materials shall be Eauled and disposedof by the Coustractor. The Contractor shall bear all costs and retain any profit incidental to such disposal . 1-C-14 Rock Excavation. Before proceeding with rock excavation, t e Contractor shall have completed the common excavation to such depths that only rock excavation remains . At this time the trench shall be made available to the Engineer and measurements will be taken to determine the amounts of rock excavation remaining . 1-D Measurement and Payment . Payment fcr the work specified under this item will Ue mane at the unit prices stated in the Contractor' s Proposal and shall be included under the following items . Computation of quantities will be as indicated for eazh item and will be based upon measurements made by the Engineer . 1-D- 1 Clearing and Grubbing. The work required under this item will be Uasec own the—lump sum price stated in the Contractor' s Proposal . The lump sum price shall include all clearing and grubbing necessary to prepare the trench site. If storm drains are being constructed in conjunction with a project which includes grading and paving, no separate payment for clearing and grubbing will be made for storm drains, as all, payment will be considered to be included in the clearing and grubbing item included as a part of the grading and paving portion of the project . 1-D-2 french Excavation, a) Common Excavation . The work required under this item will be paid for on a lineal foot basis for the depth of trench from the original ground surface to the flow line of the pipe or to the point where rock excavation begins . This shall be considered to include any extra excavation required to provide space for :,ravel base to be furnished. Payment per lineal foot will be at the price amount set forth in the Contractor' s Proposal . The depth figures indicated in the Proposal are inclusive to the nearest 0. 1 foot ; trench depth measured as 8. 0 feet will be paid for at the price for. excavation 8 to 1.0 feet deep . The length of trench will be measured St . n. - 6 horizontally from center to center of manholes or to the end of pipe , whichever is applicable. The depth of trench will be measured at intervals of 25 feet along the center line of the trench and the depth at each measuring point will be the depth used in compuLing measure- ments. Excavation for service laterals will be paid for on a lineal foot basis , without regard to depth. b) Rock Excavation. Payment For rock excavation will be based on the unit price per cubic yard stated in the Contractor' s Proposal . Measurement shall be based on profile elevations taken by the Engineer in the trench after all common excavation has been removed and only rock excavation, as determined by the Engineer, remains . Profile measurements shall be taken to the nearest 0. 1 foot at all breaks of elevation. Volume of rock for payment shall be calculated to the nearest 0. 1 cubic yard and shall include also that volume of rock removed to provide space for gravel for pipe base. Widths for calculations shall be 1. 5 times the nominal pipe diameter plus eighteen (18) inches . 1-D-3 Trench Backfill. a Gravel Base and Pipe Zone. Payment for the work required under this item will a on a lineal foot basis and shall be full payment for the four (4) or. si - (6) inch gravel base , and gravel in the pipe zone to a point Ax (6) inches above the pipe or to the spring line as specified. b �Class 1 2 3 4 5 and 6 Backfill . The work required under this item wille paidor on lineal foot basis for the depth of trench from the original ground surface to the flow line of the pipe as detailed in 1-D-2a. Backfill for service laterals will be paid for on a lineal foot basis , without regard to depth. c) Foundation Stabilization. Payment for this item will be based on the unit price p,.ri-T al foot as set forth in the Contractor ' s Proposal . Payment foi this item shall be considered full payment for all materials , labor , equipment , and Incidentals necessary to furnish materia at trench site and placing it in the trench and for the extra depth of trench below flow line grade to provide for a stable base for the pipe„ This item is to provide for unstable base encountered iu the progress of the work and shall be used only under the direction of the Engineer. An-1 Asphaltic Concrete Pavement Re lacement. Payment for this item IrR e payment :or a won necessary to remove and replace the pavement and gravel base . Payment will be based on the unit price named in the Contractor' s Proposal . Measurement of pavement will be on the lineal foot basis , and will be made parallel to the center line of the pipe. Payment will be made on the basis of the length replaced regardless of and without consideration for the width replaced. St . D. - 7 2. STORM DRAIN PIPE INSTALLATION. 2-A Scope. This item, shall include the work necessary for the insta ' dtion of storm drain pipe and fittings of the size and classes indicated, including; but not limited to furnishing materials; laying and jointing the pipe and connections to existing drainage structures . 2-B Materials . 2-B-1 Concrete Pipe. a) Non-reinforced Pipe. Non-reinforced pipe shall meet the requirements o ST14 C-14 an shall be furnished with either tongue and groove type joints or bell and spigot . All non-reinforced pipe shall be extra strength. b) Reinforced Pipe . Reinforced pipe shall. meet the requirements of ASTM C-�shffl be furnished with tongue and groove type joints . Reinforced pipe shall be. Class 3 except where other classes are specified or shown on the Plans. All pipe 21 inches and over shall be reinforced. c) Rubber Gasket. Pipe shall be furnished with a rubber gasket type joint only —w en specifically noted in the Special Specifications or on the Plans. 2-C Workmanship. 2-C-1 Preparation of Trench. a) Gravel Pi e�Bassee. Gravel base for pipe shall be placed in the trench t�o a minimum depth of four (4) inches below the outside of the pipe. The top of the gravel base shall be placed at flow line grade . The base shall be placed and leveled to approximate flow line grade in advance of the pipe laying. b Bell Holes . At the location of each joint , bell. ]soles of ample dimension s—all be dug in the bottom of the trench and at the sides where necessary to permit the _joint to he prrpe,: ly fitted ; to permit easy inspection of. the entire joint ; and to provide uniform bearing for the barrel of the pipe for its enti--e length. c) Removal of Water. The Contractor shall at all times provide and maintain ample means and devices to remove and dispose of all water entering the trench excavation during the process of laying the pipe . 2-C-2 Preparation of Storm Drain Pipe. All pipe and fit- tings shall be ca_reru_Tly inspec Before beinj laid an(: no cracked, broken, or defecti- e pipe or fittings shall be used in the work. The ends of the pipe shall be cleaned with a brush, washed, and thoroughly scrubbed where necessary to remove dirt of other foreign material. . St .D. - 8 2-G- 3 Laying and Jointing Pipe and Fittings . a) PiEe Laying. Every precaution shall be taken to prevent foreign materials—tr-)m entering the pipe while it is being placed in the trench. During laying operations , no debris , tools , clothing or other materials shall be placed in the pipe. The top half of the jjints shall be mortared. U Line and Gracie . Maximum deviation from true line or grade as established by t e Engineer shall not exceed � inch for line and 4 inch for grade. In order to control pipe laying to a straight line vertically and horizontally, the use of batterboards and a taut string will be required. A minimum of 4 batterboards shall be in place at all times when pipe is laid. The string line shall be directly over the center of the line to which pipe is to be laid and shall he an even number of feet above the flow line of the pipe . The pipe shall be laid true to the lines and grades Established, with the bell end upstream. 2-C-4 Connection to Existing Drainage Structures . a Pi es . When it is required to connect to an existing pipe , the existing pipe will be broken above the spring line whenever possible. The hole shall be large enough to accommodate the new pipe in its full outside diameter. The joint shall be fully groi,ted around the outside. The mortar for the grout shall conform to 3-B-3 herein. The new pipe shall not extend further than the insiuc of the manhole . 2-D Measurement and Payment. 2-D-1. Storm Drain. Payment for the storm drain pipe shall be based upon t e unit price as set forth in the Contractor' s Proposal for the various sizes and types of pipe required and installed as shown on the Plans or as directed by the Fngineer. Payment for pipe will be on a lineal foot basis on the actual number cf feet installed, measured to the nearest foot , computed on the basis of actual hori- zontal measurement from centerline of manhole cover to centerline of manhole cover or to the end of the pipe installed, should no manhole be constructed at the end of the pipe. For catch basin laterals , measurement shall be from the centerline of manhole cover to centerline of main storm drain to the center of the catch basin or other inlet structure. 2-D-2 Connection to Exi.sti.n& Drainage Structures . Payment for connection to existing drainage structures shall be based on the unit price per each as set forth in the Bidder ' s Proposal . If no item is included in the Proposal form, such work shall be considered to be paid for under some one or more other bid items . St. D. - 9 3 . MANHOLE CONSTRUCTION. 3-A SccpeeThis item includes the work necessary for the con- struction of th; precast manholes , including but not limited to the additional excavation and backfill required and removal of existing manholes , concr-.te and forms ; furnishing and placing of the concrete precast sectior.s , cones , pipe and fittings ; cast Iron frames and covers ; and all appurtenances. The Contractor may, at his option, use poured-in-piace type i>>anholes , provided all details of construction are approved by the Engineer. 3-B Materials. 3-B-1 Concrete. Concrete used in the construction of the manhole base and other structures specified shall be so proportioned and mixed as to meet a 2 , 500 psi compression test after 28 days . There shall. be a minimum of five sacks of cement per cubic yard of concrete. I•later shall be provided by the Contractor. 3-B-2 Precast Manhole Sections . Precast concrete sections for manholes shall e mini.mur,i of 42 Inc es in diameter, reinforced concrete pipe, Class 2 , conforming to ASTM C-478, with the added requirement that the reinforcement shall be circular and not elliptical . Cones shall be concentric or eccentric with the wall thickness and reinforcement similar to that of manhole pipe sections . The tops and the bottoms of the cones shall be parallel . 3-B-3 Nortar. The joints of the precast manholes shall be made with cement mortar consisting of one part cement to two Farts sand. Mater. iais for mortar shall consist of well-graded sand which will pass a 1/8-inch screen; admixtures may be used not exceeding the following percentages of volume of cement : Hydrated Dime 5 percent Fireclay, diatomaceous earth, or other inert materials 10 percent The consistency of the joint mortar shall be such that it will adhere readily to the pipe . No mortar shall be used where its ingredients have been mixed for a period greater than 30 minutes . 3-B-4 Manhole Extensions . The concrete rings used in extensions shall e four inches in thickness and of standard construction. The rings shall be approved by the Engineer before being installed. In general, manhole extensions will be used on all manholes in roads or streets or other locations where a subsequent change in existing grade is likely. At least one shall be used, but not more than three. St . D. - 10 3-B-6 Manhole Frames and Covers . All manhole frames and covers shall e of a size Frd shape de*-a Ted on the Plans or approved equal . The castings shall be tough, close-grained gray iron, free from blow-holes, shrinkage, and cold shuts. They shall conform to ASTM A 4$ and shall be sound, smooth, clean and free from blisters and all defects. All castings shall be planed and ground where necessary to ensure perfectly flat and true surfaces . Covers shall be true and shall seat within the ring at all points . In areas not planned for streets or traveled ways , the contractor may use a suburban type manhole frame and cover. 3-C Workmanship. 3-C-1 Concrete Base. The concrete base for the precast manhole shall be constructe so the first section of the precast man- hole has a uniform bearing throughout the full circumference of the manhole wall. Sufficient mortar shall be deposit on the concrete base to provide a watertight seal between the base and the manhole wall. 3-C-2 Placing Precast Manhole Sections. The joints for the precast concrete manhole shall-Fe- madeofcement mortar consisting of one part cement and two parts sand. The walls shall be constructed true to line and grade as established by the Engineer. Mortar shall be placed on the F,roove of the lower section of the pipe prior to placing the next section of pipe. The entire joint shall be completely filled with mortar and trowelled to smooth surface . 3-C-3 Manhole Inverts . The inverts of the manholes shall be constructed in conformance with the details shown on the Plans . The manhole inverts shall provide a smooth flow-through characteristic. No sharp edges or rough sections which will tend to obstruct the flow of sewage will be permitted. Where a full section of sewer pipe is laid through the manhole , the top shall be broken out as indicated on the Plans , and the exposed edges of the pipe shall be completely covered with mortar. All cement mortar used in the construction of the inverts shall be trowelled smooth. 3-C-4 Manhole Rings and Covers . The manhole rings shall be set so the tops of the covers are—just flush with the surface of the adjoining pavement or ground surface unless otherwise shown on the Plans or direr ted by the Engineer. When constructed in con- junction with new street paving, adjustment should be as specified elsewhere in the "Grading and Paving" portion of the Standard Specifications . 3-C-5 Manhole Extensions . The extensions shall be built as shown onn tTTe speeccial tails for manholes on the Plans to the height directed by the Engineer. Extensions shall be added on man- hcles in existing streets and driveways or where otherwise directed by the Engineer. The actual height of extensions shall be as determined by the Engineer. The rings shall be laid straight and true ; the mortar shall he of the same materials as that used in the manhole construction. Material used shall be of the highest quality and equal to similar materials specified in other sections . 3-D Measurement and Payment. 3-D-1 Standard Manholes. Payment for standard manholes will include payment for all worT necessary to construct the manholes of the type directed by the Engineer . Payment for manholes will be based on the price stated in the Contractor' s Proposal for standard manholes 6 feet deep, plus the unit price per foot stated in the Contractor's Proposal for standard manhole depths over 6 feet, including extensions if required. No deduction will be made from the manhole price for depths less than 6 feet. Manhole depth will be measured from the top of the manhole ring and cover to manhole invert at the center of the manhole. The depth will be to the nearest foot , as measured by the Engineer. Payment under this item will also include payment for the extra excavation required over and above that required for normal sewer trench, and for removal of existing man- holes. No extra payment will be made for adjusting new manholes constructed under this contract. I St.D. - 12 II STANDARD SPECIFICATIONS - SANITARY SEWER 1 . TRENCH EXCAVATION AND BACKFILL 1-A .,cope. This item covers the work necessary for the trench excavation an backfill , complete, including but not limited to clearing of right of way; protection of private property during con- struction; disposal of cleared materials ; excavation of the trench for the pipe and appurtenances ; foundation stabilization; backfilling at the pipe zone; trench backfilling (of the type specified by the Engineer) above the pipe zone; removal , replacement and rehabilita- tion of all fences , drainage ditches , water-ways , culverts , concrete curbs and sidewalks , or other features moved or damaged during con- struction; removal of all obstructions; removal of existing pavement ; locating and protecting existing utilities; repair of damage to utilities ; the maintenance of access to public thoroughfares and to private property; the maintenance of adequate barridaces , lights and warning signs for the protection of the public on public highways , County roads , streets and private drives ; shoring , cribbing, bracing , sheeting and dewatering as may be required; hauling and disposal of waste excavation including temporary hauling and disposal of soil which cannot be accommodated within the designated right of way; repair of public and private property damaged during construction; final cleanup of the construction area; and all miscellaneous items of work required to complete the construction specified hereunder. 1-B Materials. 1-B-1 Trench Excavation. Trench excavation shall be classi- fied as either common excavat on or rock excavation as defined below; a Common Excavation. Common excavation is defined as the removal ot all material which is not classified as rock excavation, b Rock Excavation. ?tock excavation is defined as the removal of all mater a sT -7 cc , by actual demonstration, cannot in the Engineer' s opinion, be reasonably excavated with a 3/4-yard Bicyrus-Erie 22-B Backhoe equipped with a 19-foot booin, general duty dipper and rock points , or similar approved equipment and which is in fact , systematically drilled and blasted. The Engine-,r reserves the right to waive the demonstration of the material encountered us well defined rock. The term "rock excavation" shall be understood to in- dicate a method of removal and not a geolneioal material . No payment will be made under 'Y ock Excavation" for any method of rock removal other than systematic drillint-, and blasting. If the Contractor elects to mechanically remove mate•,-ial classified as "Rock Excavation" by the above definition with cher equipment , BENCHMARK X- 672 ( 1976) O.S.H.D. Elevation 243. 036' .� tQ. -31, 95. 0.2 PLAN (2 28'Lt Stn 411.92 .6,0 In. sidewalk, N.W. corner of undercrossinq structure, (7-a*n Cane away from jq f�,,. Interstate Highway 5 I'�n d S.W Upper Boone s SCALE: 1"=50r CUI'b C /e0r0nCP_) Ferry Road. MY TEMPORARY BENCHMARK 5 to.. 5 + 92.36 30" 5;r. Di _ � g (/D'Rt o/ �" Sto 6>t9dS9) (1983) City of Tigard . Elevation 143. 29' c, s. P MOirl A In city monument box at intersection of of �� S.W. Upper 800nes Ferry Road and of Typical sere/'ce laterIo S.W. Durham Road. a/ � � a to be located in the field. � a ry � h � � h \ GOA \ \ �'A90 Q,L 0 \ te`S,\�� 3 O e: Un/ee55 O t jrer3Ni5e /�rdic4 ted, ,c• a,11 service /a teea/s shall \T, �P\\�\ N �q"F� 1 be 6 " C. 5. P (C- 14 , c/. 2 O �� \ s 0,16306. ��F�� "�'i t 4 h C/OSS bac_h';4'=///. - \ 'p \ 30Fi ` r 090 .e'x,_st 44V to reryair7 o � O f 76.85 MN / / 5ta. 00,00 ( l8 2/ ' Rt. Of Lt 5ta. O* 99. 63 ) f (1V IN .� o, \ Exist. curb _-------_`- 4 m � N Exis tint 9roand /60— _ Finish 9r�de o Q C o -- ---� p 160 150 - h v — /50 140 0'z 12 C/ Z � 11 -- 1- �n /4 0 5 ( P �- 14 , 1E /4'.5.20 (8 'Stub Sufio cl( /u 5 : 0.00544 B 0 .TE 1/7 /43. 00 IE Oaf/•fS'OD / r 1E_ out 142 80 Exist' 8"'C 5 P Rim /.53.9 ' '�' � `' 130 Rim /52.6 l30 � PR FI L - — IE //7 /34. 40 Main A I E Out /34.17 (exis t,)(Vert f in fie/d y SCALE=Horiz.ir'= 50' rE to /34. 17 (eK15t ) Vert. I"= 10 $'YI Rlm 14 4. 7 0 0,00 /4'00 .211-00 3100 4 t OO 50,00 sooo APPROVC[� Suite 445- AGC Center SHEET DE HAAS Wilsonville, PLAN PROFILE DESIGNED 9450 S.W. Commerce S. W. DURHAM ROAD r Oregon 97070070 DRAWN ----- - v ssociates Inc. Moly A 0 + 00. ro 5 9z.�� 6 + �- +-- -- SANITARY SEWER IMPROVEMENTS (50:3) 682-2450 __—.�- �• ----- -- -�- -- _ - DATE %! � � �ni•.,�n,rnt� ,,,�,•ii,�,.., R �;,,,�,�,�., ; <, DA'Z'E NO. R E V I S I O N S BY CHECKED Res. 636-6195_ I-,1 ��u�lr.)„ �,c)r)1�a�:� E° L.Y SCALE A;' SHOWN DATE JUNE 1984 FILE 83. 380. 198 ...1��(Ir}ri :: 1 9 OF i.5 vow 11�1•j��j1 I'..'.i .1,' l 1 Lw�w1l111 I1� � ' r Ill 11t 111 e � I fll � 1 'h . i alt 111� 11i NOTE: IF THIS M IGROF I LMED I 3 4 5 8 7 S 0 _ 10 11 12 i F DRAWING IS LESS CLEAR THAN THIS NOTICIi-r-IT 1S DUE TO IM QUALITY OF THE ORIGINAL I DRAWING, nE 62 92 LZ 9Z SZ 1t Et ZZ 1t OE r1� 91 LI 91 SI— til Cl ZIII OI A 9 L 9 - S � E Z lara>a. • — ,� relI�111111111�IIIIIIIII�IIIIIIIII�IIIIIIII�IIIIIIIIIIIINIIIII�ItItIu11�11u11n1�1111111�H111Hlllfil�lfttrlllt�tlll�tlllllllt�lllllHll�lltl�1111�1U111111�Itf11Tt11�1111�I111�tffllrmi1N11��II1111111�I11111111�I111�IWI1�1111�U1111111�1�11U�1llIIII11I11�1�1111 JUNE 24 1992 tllll�ttttttt� MIN WIDTH MOM,. DIA ♦ IS" FINISH r GRADE NOTE : �C 1. Cleanout fiance to be bolted ---� land grouted in place. I/2, RADIUS 6., „ NATIVE _ RADIUS MATERIAL 0 2. Conc. pipe plug to be wined IN CL COMPACTED ; including excavating equipment of a larger size than specified above , it shall be understood that payment for the removal of the material by method shall be at the unit price for Common Excavation. 1-B-2 Trench Backfill. a` Foundation Stabilization. Gravel for trench foundation stabs ization shall be—clean pi -run gravel , crushed rock or gravel , having reasonably even gradation from coarse to fine . The maximum size shall be four (4) inches . b Granular Material for PiBase and Pi4e Zone . Granular, materia pe for pipebaseand pipe zone shall e 3/4-incFTTiin1js pea gravel or crushed gravel , having reasonably even gradation from coarse to fine. c) Gravel for Trench Backfill . Gravel for trench backfill shall be clean pit-run gravel , crusTed rock or gravel , having a reasonably even gradation from coarse to fine . The maximum size shall be four (4) inches. d) Bituminous Cements. Bituminous cement for use is tacking the edges of existing asphaT—tic concrete pavecaent shall be RC-1 asphaltic road materials conforming to the applicable specifica- tions of. the Asphalt Institute or shall be an asphalt emulsion. e_�As h�alti(_ Concrete. Asphaltic concrete shall be hot plant mix, Class "C" material conforming to the requirements of Part 400, entitled, "Asphaltic Concrete Pavement" of the Standard Specifications of tho Oregon State liighw- Commission. f�) Gravel SiLrface. Material shall be 3/4-inch minus cri-:.,hed gravel or rock, reTs` na`.T y evenly graded from coarse to fine . 1-C Workmanshi-). 1-C-1 Cienring the�Ri hit of Way. Where clearing of the right of way is necessary, it shall be completed prior to the start of the trenching. Trees and brush shall be cut as near to the surface of the ground as practicable and piled for disposal . The Contractor shall observe all Federal and State laws relating to fire permits and local r.ngulations relating to burning such materials . Under no conditions shall excavated materials be permitted to cover brush or trees prior to clearing and burning. Existing trees or tree limbs whether on public or private property , are not to be removed without permission from the Engineer. 1-C-2 Obstructions. This iteral refers to obstructions which may he removed and co not require replacement. Obstructions to the construction of the trench such as but not limited to stumps , abandoned piling , abandoned concrete structures , logs , rubbish and debr? s of. all :JJ - 2 types shall be removed by the Contractor at his own expense without additional compensation from the Owner. The Engineer will, if request- ed by the Contractor, make changes in alignment to avoid major obstruc- tions if such alignment changes can be made without adversely affect- ing the intended functioning of the facility. The Contractor shall pay all additional costs to the Owner resulting from such alignment changes . 1-C-3 Asphaltic Concrete Pavement Re lacement. All bituminous an concrete pavements , regardless oftz�ickness , shall be cut prior to excavation of trenches with a concrete saw. Width of the i)avement cut shall be at least six (6) inches greater than the re:luired width of the trench at ground surface on each side. Pavement removed during excavation shall be piled separately from the earth spoil and removed from the site and shall not be used in backfilling the trench. After the pipe trench has been backfilled and thoroughly compacted, it shall be brought to a smooth, even grade approximately 11 inches below the top of the existing bituminous surface . An 8-inch layer of clean 3/4-inch minus crushed gravel shall then be placed and compacted over the gravel backfill , then the edges of the existing asphaltic concrete pavement shall be given a hot shot coat of the material specified under item 1-B-2d of these specifications . Sufficient time shall be allowed for the bituminous cement to cure , and no operation that will stir up dust shall be permitted until the surface has dried. Plant-mixed bituminous surfacing not less than three (3) inches in depth shall then be applied and compacted over the trench. Aspahltic concrete shall be mixed. processed, and laid in complia-.ce with Part 400 of the Standard Speciii.cations for Highway Construction of the Oregon State Highway Commission. The finished surface of the new pavement shall conform to the grade , crown and slope of the existing pavement . 1-G-4 Blasting. Blasting for excavating will be permitted only after securing approval of the Engineer and only when proper precautions .are taken for the protection of persons and property. Any damages caused by the blasting shall be repaired by the Contractor at his own expense. The Contractor' s method of procedure and blasting shall conform to State Laws , County Laws and Municipal Ordinances . 1-C- 5 Trench Width. Minimum width of unsheeted trenches in which pipe is to be laid small be eighteen 1,18) inches greater than the inside diameter of the pipe, except by permission of the Engineer. The maximum width of the trench shall be limited to 1.. 5 times the nominal pipe diameter plus eighteen '(18) inches . In all cases , trench width shall be :onfined to dedicated right of way for public thoroughfares or within areas for which construction easements have been obtained unles,i special arrangements have been made with the affected property owners. 1-C-6 Grade. The bottom on the trench shall be carried to the lines an gcaura c-s shown on the Plans or as established by the Engineer, with proper allowance for pipe thickness and for gravel. bedding. Any SS - 3 WA part of the trench excavated below grade shall be corrected with material of the type specified in 1-B-2a, for the full width of the trench and thoroughly compacted layers not to exceed six (6) inches , to the established grade. Unless otherwise specified, service laterals shall be laid at a slope of k-inch per foot . 1-C-7 Shoring• Sheeting, and Bracing of Trenches . Whenever necessary to prevent 'av�nngduring excavation in grave-, sandy soil , or other unstable material , the trench shall be adequately sheeted and braced. Where sheeting and bracing are used, trench widths shall be increased accordingly. Trench sheeting shall remain in place until the pipe has been placed, backfilled at the pipe zone , tested for defects and repaired, if necessary. All sheeting , shoring and bracing of trenches shall conform: to the requirements of the State Industrial Accident Commission. t-C-8 Location of the Excavated Materials . During trench excavation, the Contractor shall ocate the excavated material so it will not completely obstruct a traveled roadway or street ; and , unless otherwise approved by the Engineer, all. streets and roadways shall be kept open to at least one-::ay traffic. 1-C-9 Removal of Water. The Contractor shall provide and maintain ample means an evvii-ces`with which to promptly remove and dis- pose of all water. , including flow from existing sewer lines , entering the trench excavation during the time the trench is being prepared for the pipe laying, during the laying of the pipe , and until the backfill at the pipe zone has been completed. The Contractor shall dispose of the water in a suitable manner without damage to adjacent property. 1-C-10 Foundation ;tabilizati.on. When, in the opinion of. the Engineer, tib e materia ii the ottom of the trench is unsuitable for supporting the pipe, the Contractor shall excavate from one to two feet below the flow line as directed by the Engineer , and back- fill to the required grade with gravel of the type specified in 1-B-2a. 1-C-11. Trench Backfill at Pipe Zone . The pipe zone shall be considered to extend rom the grave base to a point six (6) inches above the outside of the pike and for the full width of the trench , for all classes of backfill . In areas of rock or other areas designated by the Engineer , the entire pipe zone shall be backfilled with materials specified in 1-B-2b. In all. other areas , the pipe zone shall be backfilled with such material only up to the springline. I-C-12 Trench Backfill Above Pipe Zone. The following types of backfill shall e used on the project in the areas shown, on the Plans. The class of backfill used for Service Laterals will in�unneeral be the same as that used for the line to which they are connected. a) Class 1 Rackfill . The trench above the pipe zone shall be backfilled with the excavated mat:eril in six (6) inch layers SS - 4 MNL�K= and each layer thoroughly tamped by means of hand or mechanically operated tampers. The fill shall be brought to the required surface grade , and tamping shall be such that no settlement will occur. . b Class 2 Backfill. The trench above the pipe zone shall be backfilled with tie excavated material in layers not thicker than the usable length of the jet pipe and then water jetted with a hose and nozzle. The nozzle shall be inserted at such spacing as necessary to completely saturate the backfill. Fill shall be compacted so that no settlement occurs under normal loading. c Class 3 Backfill. Following backfill in the pipe. zone the excavated mater al- may e pushed back into the trench by mechanical means . Where this method of backfill is allowed, the earth shall be pushed first onto the slope of the backfill previously placed and allowed to roll down into the trench. The Contractor will not be allowed to push the backfill material into the trench in such a way as to permit free fall of the material into the open trench. A windrow of excavated material shall be placed over the trench to allow for. settlement . The Contractor shall make his own estimate of the amount of settlement that will occur and will stock pile enough material to compensate for settlement. Afcer the backfill has been completed, the entire working area including the trench shall be graded. Q Class 4 Backfill. The trench above the pipe zone shall be back.fi e with �fo�r + inch minus "Gravel for. Trench Back- fill" as specified under 1-B-2c. This material. shall be placed in the manner specified for Class 3 Backfill, above. No windrow required. After the trench has been backfilled, the entire trench sliall be water settled so that no settlement shall occur. e Class 5 Backfill . Following the backfill at the pipe zone, the remainder o t e trench shall be backfilled as specified for Class 2 Backfill up to within eight (8) inches of the top of the trench. The remaining eight (8) inches of the trench shall then be filled with 3/4-inch minus crushed rock and compacted over the trench surface with at least six (6) passes with the wheels of a grader or other similar equipment. f) Class 6 Backfill . Following the backfill in the pipe zone, the trench from the pipe zone to a point two feet below the surfacing shall be backfilled as specified for Class 2 Backfill . The remaining two feet below the surfacing shall be backfilled as specified for Class 4 Backfill . The backfilling and wa*-r settling shall be accomplished in a manner that no future settlement shall occur . I-C-13 Excess Excavated Material . All excess excavated materials shall a haulea and disposedof by the Contractor. The Contractor shall make his own arrangements for the disposal of the excavated material and shall bear all costs and retain any profit incidental to such disposal . SS - 5 1-C-14 Rock Excavation. Before proceeding with rock excava- tion, the Contractor shall ave completed the common excavation to such depths that only rock excavation remains. At this time , the trench shall be made available to the Engineer and measurements will be taken to determine the amounts of rock excavation remaining. 1-D Measurement and Payment. Payment for the work specified under this item will be made at the unit prices stated in the Contractor' s Proposal and shall b2 included under the following items . Computation of quantities will be as indicated for each item and will be based upon Measurements made by the Engineer. 1-D-1 Clearing and Grubbin . The work required under this item will B_e__Ta`s`eJ on the lump sum price stated in the Contractor' s Proposal . The lump sum price shall include all clearing and grubbing necessary to prepare the trench site i-D-2 . Trench Excavation. aaCommmon Excavation. The work required under this item will be paid for on a lineal fo—ot basis for the depth of trench from the original ground surface to the flow line of the pipe or. to the point where rock excavation begins . This shall be considered to include any extra excavation required to provide space for gravel base to be furnished. Payment per lineal foot wi' l be at the unit price amount set forth in the Contractor' s Proposal . The depth figures indicated in the Proposal are inclusive to the nearest 0. 1 foot ; trench depth measured as 8. 0 feet will be paid for at the unit price for excavation 8 to 10 feet deep . The length of trench will be measured horizontally ;:rom center to center of manholes or to the end of pipe, whichever is applicable. The depth of trench will be measured at intervals of 25 feet along the centerline of the trench and the depth at each measuring point will be the depth used in computing measurements. Excavation for service laterals will be paid for on a lineal foot basis , without regard to depth. b Rock Excavation_. Payment for rock excavation will be based on the unit price per cuTic yard stated in the Contractor' s Proposal . Measurement shall be based on profile elevations taken by the Engineer in the trench after all common excavation has been removed and only rock excavation, as determined by the Engineer , remains . Profile measurements shall be taken t.o the nearest 0. 1 foot at all breaks of elevation. Volume of rock '-or payment shall be calculated to the nearest 0. 1 cubic yard and shall include also that volume of rock removed to provide space for gravel for pipe base. Widths for calculations shall be 1 . 5 times the nominal pipe diameter plus eighteen (18) inches . 1-D-3 Trench Backfill a Gravel Base and Pipe Zone. Payment for the work required under this item will be on a lineal foot basis and shall be full payment for the four (4) or six (6) inch gravel base , and gravel in the pipe zone to a point six (6) inches above the pipe or to the spring line as specified. SS - 6 b) Class 1, 2, 3, 4 5 and 6 Backfill. The work required under this item will be pai-d-for on a lineal foot basis for the depth of trench from the original ground surface to the flow line of the pipe as k'.,�tailed in 1-D-2a. Backfill for service laterals will be paid for on a lineal foot bas's , without regard to depth. cZ Foundation Stabilization. Payment for this item will be based on the unit price per i.nea foot as set .north in the Contractor' s Proposal. Payment for this item shall be considered full paymfnt for all materials , labor, equipment and incidental necessary to furnish material at trench site and placing it in the trench and for the extra depth of trench below flow line grade to provice for a stable base for the pipe . This item is to provide for unstable base encountered in the progress of the work and shall be used only under the direction of. the Engineer. d) As2haltic Concrete Pavement Replacement . Payment for this item shall�include—payment Tor. all work necessary to remove and replace the pavement and gravel base. Payment will be based on the unit price named in the Contractor' s Proposal. Measurement of pavement will. be on the lineal foot basis , and will be made parallel to the centerline of the pipe. Payment will be made on the bases of the length replaced regardless of and without consideration for the width replaced. 2. SE14ER PIPE I14STALLATION 2-A Scope. This item shall include the work necessary for the installation of sewer pipe and fittings of the sizes and classes indicated, includirg but not limited to furnishing materials ; provi- ding bell holes in the trench bottom; laying and jointing the pipe ; installing sewer tees , wyes and laterals ; furnishing pipe necessary for physical test ; and testing of the line. Cast iron pipe shall be used for a distance of 10 feet on either side of a crossing of an existing water main, when the sewer line is less than three (3) feet below the water main. 2-B Materials 2-B-1 Concrete Pi2e and Fittings. Except as hereinafter specified, all sewer pipe shall e non-reinforced concrete pipe conforming to ASTM C 14 Extra Strength. Pipe shall be furnished with a rubber gasket type joint similar to the Brant joint or approved equal. Tees and wyes for the service laterals shall be constructed of the same materials and comply in all respects to the specifications for non-reinforced concrete pipe specified above. The fitting shall be provided with the rubber gasket type joint similar in all respects to those provided for the sewer pipe. All branches shall be provided with concrete plugs and bands on the branch, except that if the side sewer is extended, then the plug and band shall be on the last ,joint_ laid. SS - 7 s The rubber gaskets shall be manufactured in conformance with ASTM C 445. The type of gasket furnished shall be similar to the Brant ring or approved equal . 2-B-2 Asbestos-Cement Pi. e and Fittings. Pipe materials under this item shall e class un ess of erwise called for in the Proposal) asbestos cement sewer pipe complete with couplings , rubber rings and sufficient ring lubricant . Pipe shall be as manu- factured by Johns-Manville or the Certain-Teed Corporation and shall conform to ASTM C 428 Type II. Tees and wyes for service laterals shall be furnished by the pipe manufacturer and shall be of the same size and class as the sewer pipe runs in which they are installed. All branches shall be provided with plugs or caps on the branch, except that if the side sewer is extended, then the plug or cap shall be on the last joint laid. 2-B-3 Cast Iron Pipe. The cast iron pipe shall be Tyton .Joint conforming to Federal Specification WW-P-421a, Type II . 2-C Workmanship . 2-C-1 Preparation of Trench. a Gravel Pipe Base . Gravel base for pipe shall be placed in the trench to a minimum depth of six (6) inches below the outside of the pipe . The base need be only four (4) inches for service laterals . The top of the gravel base shall be placed at flow line grade. The base shall be placed and leveled to approximately flow line grade in advance of the pipe laying. bb) Bell Holes . At the location of each joint_ , bell holes of ample dimension s a 1 be (iug in the bottom of the trench and at the sides where necessary to permit the joint to be properly fitted ; to permit easy inspection of the entire point_ ; and to provide uniform bearing for the barrel of the pipe for its entire length. c) Removal of Water. The Contractor shall at all times provide and maintainample means and devices to remove and dispose of all water entering the trench excavation during the process of laying the pipe . 2-C-2 Preparation of Sewer Pipe. All pipe and fittings shall he care u y inspected a ore e .ng laid and no cracked, broken or defective pipe or fittings shall be used in the work. The ends of the pipe shall be cleaned with a brush, washed, and thoroughly scrubbed where necessary to remove dirt or other foreign material . Extreme care shall be exercised to ensure that the inside surfaces of the bell are smooth and free from any projections which would interfere with the assembly or watertightness of the joint . SS - 8 2-C-3 Laying and Jointing Pipe and Fittings . a)Pi a LaXing. Every precaution shall be taken to prevent foreign materials trom entering the pipe while it is being placed in the trench. During laying operations , no debris , tools , clothing or other materials shall be placed in the pipe. P:-ior to installing rubber gasket type joints , the end of the pipe to be joined, the inside of the joint and the rubber ring shall be thoroughly cleaned by scrubbing with a brush and washing with water or ot;.er approved method. The method of installing rubber ring gaskets varies slightly with products of a different manufacturer and no standard instructions are applicable. Gaskets furnished under this specification shall be installed in strict accordance with the manufacturer' s recommendations and as approved by the Engineer . A rubber cement type lubricant or other type approved by the pipe manufacturer shall be mopped on the inside surfaces of the bell and on the rubber gasket immediately prior to forcing the pipe home . Approved jacking devices shall be employed as required. b) Line and grade. Maximum deviation from true line or grade as estaa �ze y t e ngineer, shall not exceed � inch for Line and 4 inch for grade. In order to control pipe laying to a straight line ver- tically and horizontally, the use of batterboards and a taut string will be required. A minimum of 4 batterboards shall be in place at all times when pipe is being laid. The stringy; line shall be directly over the center of the line to which pipe is to be laid and shall be laid true to the lines and grades established, with the bell end upstream. c) Service Tees and W es . Service tees and wyes shall be installed in accordance—w-TrItY the recommendations of the manufacturer and as shown on the Standard Details bound herewith. d) Service Laterals. Service laterals shall be laid with plugs and bands at the upper ends to `acilitate testing. A 2. x 4 marker shall be placed at the end of each lateral . e) Testing of Sewer Pipe. 1 General . All sewer lines shall. be tested by resting by "Low Pressure r—westing. " The Contractor may desire to make an air test prior to backfilling for his own purposes. However, the acceptance air test shall be made after backfilling has been completed and compacted. The Contractor shall furnish all facilities and personnel for conducting the test under the observation of the Engineer. SS - 9 The equipment and personnel shall be subject to the approval of the Engineer. The first section of pipe not less than 300 feet in length installed by each crew shall be tested in order to qualify the crew and/or material . Successful installation of this section shall be a pre-requisite to further pipe installation of said crew. 2) TestinaPProoccedures . All wyes , tees , or end of side sewer stubs shall e plugged and banded , or acceptable alter- nate and securely fastened to withstand the internal test pressures . Such plugs shall be readily removable and their removal shall provide a socket suitable for making a flexible-jointed lateral connection or extension. The Contractor shall clean the line before proceeding with the air test . All debris shall be removed at the first manhole where its presence is noted. In the event cemented or wedged debris or a damaged pipe shall prevent cleaning , the contractor shall remove the obstruction. The pipe or sections or pipe to be tested should be wetted before the air test is started. Immediately following the pipe cleaning and wettings the pipe shall be tested with low pressure air. Air shall be slowly supplied to the plugged pipe installation until the internal air pressure reaches 4. 0 pounds per square inch greater than the average back pressure of any ground water that may submerge the pipe . At least two minutes shall be allowed for temperature stabilization before proceeding further. The rate of air loss shall then be determined by measuring the time interval required for the internal. pressure to decrease from 3 . 5 to 2 . 5 pounds per square inch greater than the averLge back pressure of any ground water that may submerge the pipe . 3) Acceptance of Test . The pipeline shall be considered acceptable , when testedat an average pressure of 3 . 0 pounds per square inch greater than the average 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 entirety between manhole and cleanout structures does not exceed 2 . 0 cubic feet per minute , or (2) the section under test does not lose air at a rate greater than 0 . 0030 cubic feet per minute per square foot on internal pipe surface . The requirements of this specification shall be considered satisfied if the time required in seconds for the pressure to decrease from 3 . 5 to 2. 5 pounds per square inch greater than the average back pressure of any ground water that may submerge the pipe is not less than that computed according to the "Recommended Procedur-2 for Conducting Acceptanct Test" which has been inserted following this page. If the pipe installation fails to meet these requirements , the Contractor shall determine at his own expense the source or sources of leakage and he shall repair (if the extent and type of repairs proposed by the Contractor appear reasonable to the Engineer) or replace all defective materials or workmanship . The completed pipe installation shall meet the ren uirements of this test , or the alternative water exfiltration test , before being considered acceptable. I Q Safety Provisions. The plugs must be firmly secured and care should-be exercisedn-their removal . (The total force on a 12-inch plug at 4.0 psi is over 450 pour.ds) . Care must be exercised in not loading the sewer line with the full pressure of the compressor. Keep men out of manholes until the pressure has been released. If water leaks into the line after the plugs are installed, and floods the air inlet and the needle on the air pressure gage indi- cates zero, then possibly the water column has balanced the air pressure in this instance and care is necessary in releasing the pressure. If testing below ground water level , inject the air at the upper plug and/or turn the inlet up as with a water test aparatus , 5) Alternate Water Exfiltration Test . The Contractor shall provide alb hose, temporary piping , approved pipe plugs , tank trucks and other equipment , labor and material required to make the hydrostatic tests and shall pay for the water used, unless otherwise specified in these Special Specifications . Testing of the pipe shall be either by internal tests or external tests , as directed by the Engineer . Prior to making exfiltration leakage tests , the Contractor may fill the pipe with clear water to permit normal absorption into the pipe walls; provided, however, that after so filling the pipe he shall complete the leakage test with twenty-four (24) hours after filling. When under test , the leakage allowable shall comply with the provisions that follow. Leakage shall be no more than five-tenths (0. 5) gallon per hour per inch of diameter per one hundred (100) feet of sewer pipe , with a minimum test pressure of six (6) feet of water column above the crown at the upper end of the pipe or above the active ground water table, whichever is higher as determined by the Engineer. The length of pipe tested shall be limited so that the pressure on the invert of the lower end of the section tested shall not exceed sixteen (16) feet of water column, and in no case shall be greater than 700 feet. For each increase in pressure of two (2) feet above a basic six (6) feet measured above the crown at the lower end of the test station, the allowable leakage shall be increased by 10 percent , tabulated in the table which follows . FEET/HR. Heac1 Above Crown on Lower End of Test Section Pipe Size (Inches) 6 Ft. 8 Ft._ 10 Ft . 12 Ft. 14 Ft . 16 Ft , 4 2 . 0 2 . 2 2 .4 2 . 6 2 . 8 3 . 0 6 3. 0 3. 3 3. 6 3. 9 4. 2 4. 5 8 4. 0 4.4 4,8 5. 2 5. 6 6. 0 10 5. 0 5. 5 6. 0 6 . 5 7 . 0 7. 5 12 6, 0 0. 6 7. 2 7. 8 8.4 9 . 2 15 7. 5 8 . 2 9. 0 9. 8 10. 5 11.. 2 SS - 11 s r � � Q R N h V r � r � �. • � willITIIIII Jill III I I III 11111 I U III I FIT :V d O F r $ 8 R 9 A k o x V 0 0 0 0 0 0 0 0 o O a A O r ' 2 �, • • n ip �(1 N �• O O O O O O F r S 4 �U C� x9 I ri 4L'�11W1{1 jjl,.11�llli�lllllllll11111�1I I IIJ�I Lhlil Md. III li� n tbv a_ O y " y� IT -97 Q ^ s _ a �, � � �a� � ► � � � , �_ " off i � I a •,� � �., Q 6 � • 9 �i" � .� CL Sf I �- � Y s >° u U9 16 w 9 " 1 n I • t Pipe Size Inches)- 6 Ft. 8 Ft . 10 Ft. 12 Ft. 14 Ft. 16 Ft. 18 9. 0 9. 9 10. 8 11 . 7 12 . 6 13 . 5 21 10. 5 11.6 12.6 13. 6 14. 7 15 . 8 24 12. 0 13. 2 14.4 15. 6 16.8 18 . 0 27 13.5 14. 9 16.2 17. 6 18.9 20. 2 30 15. 0 16.5 18. 0 19. 5 21.0 22 . 5 36 18.0 19. 8 21. 6 23.4 25. 2 27 . 0 42 21.0 23. 1 25. 2 27. 3 29.4 31. 5 48 24. 0 26.4 28. 8 31. 2 33. 6 36. 0 54 27 . 0 29. 7 32 . 4 35 . 1 37 . 8 40. 5 60 30. 0 33. 0 36. 0 39. 0 42 .0 45. 0 72 36. 0 39. 0 43. 2 46.8 50.4 54. 0 Infiltration Test When the natural groundwater table is above the crown of the higher end of the test section, the maximum allowable limit for infiltration shall be four tenth (0.4) gallon per hour per inch of internal diameter per 100 feet of length, with no allowance for external hydrostatic head. Other Test Allowances All lateral or side sewer branches included in the test section shall be taken into account in computing allowable leakage . An allowance of two tenths (0. 2) GPH per foot of head above invert shall be made for each manhole included in a test section. 2-D Measurement and Payment. 2-D-1 Sewer Pipe. Payment for the sewer pipe shall be based upon the unit rice as set forth in the Contractor's Proposal for the various sizes and types of pipe required and installed as shown on the Plans or as directed by the Engineer . Payment for pipe will be on a lineal foot basis on the actual number of feet installed, as measured by the Engineer. Payment will be made on the actual length installed, measured to the nearest moot , computed on the basis of actual horizontal measurement from center line of manhole cover to center line of man- hole cover , cleanout cover or to the end of the pipe installed , should no manhole be constructed at the end of the pipe. No deductions will be made for lengths of tees or wyes installed. 2-D-2 Service Tees and 'W es. Payment for wyes or tees will be ma a at the unit price stated in the Contractor' s Proposal for the sizes furnished. Payment for the special fittings shall include payment for the plugs and bands which shall be provided on the service lateral branch of the fitting. SS - 1.3 3 . MANHOLE CONSTRUCTION 3-A Scone. This item includes the work necessary for the construct on o . the precast manholes and clear.outs , including limited to the additional excavation and backfill required and bremoval of existing manholes or cleanouts ; concrete and forms ; furnishing and placing of the concrete precast sections; concentric cones , pipe and fittings ; cast iron frames and covers ; and all appurtenances . The Contractor may, at his option, use poured-in-place , type manholes , provided all details of construction are approved by the Engineer. 3-13 :laterials, 3-13-1 Concrete. Concrete used in the construction of the manhole base an other structures specified shall be so proportioned and mixed as to meet a 2, 500 psi compression test after 23 days , There shall be a minimum of five sacks of cement per cubic yard of concrete . Water shall be provided by the C ,ntractor, 3-B-2 Precast Manhole Sections, Precast concrete sections for manholes s�ia�nln,UM o { inc es in diameter reinforced concrete pipe , Class 2 , conforming to requirement that the reinforcement shall beCcircculartandhnotdded el.lipti.cal . Cones shall be concentric or eccentric with the wall thickness and reinforcement similar to that of manhole pipe sections . The tops and the bottoms of the cones shall be parallel . 3-B-3 ?lortar. The joints of the precast manholes shall be made with cement mortar consisting of one part cement to two parts sand. Materials for mortar shall consist of well-graded sand which will pass a 1./8-inch screen; admixtures may be used not exceeding the following percentages by volume of cement : Hydrated Lime 5 percent Fireclay, diatomaceous earth or other inert 10 percent materials The consistency of the joint mortar shall be such that it will adhere readily to the pipe . No mortar shall be used where its ingredients have been mixed for a period greater than 30 minutes . 3-8-4 Manhole Extensions. The concrete rings used in exten- sions shall Te- our i.ncles in-t The rings shall be hickness and of standard construction. approved by the Engineer before being installed. In general, manhole extensions will be used on all manholes in roads or streets or other locations wherea subsequent change in existing grade is likely , At least one shall be used, but not more than three. SS - 14 MW 3-B-55Special Fittings. The tees and ells used in the construction of the drop manholes and the cleanouts shall be concrete . The pipe and fittings shall conform to the Specifications as set forth. in Item 2-B-1 of these Special Specifications , except the type of joint shall be at the option of the Contractor and for the drop manhole shall be encased in concrete , as shown on the Plans . 3-B-6 Manhole and Cleanout Frames & Covers . All manhole and cleanout frames an covers s a e of a size and shape detailed on the Plans or approved equal. The castings shall be tough, close- grained, gray iron, free from 5lowholes , shrinkage and cold shuts . They ,shall conform to ASTM A 48 and shall be sound, smooth , clean and free from blisters and all defects . All castings shall be planed and ground where necessary to ensure perfectly flat and true surfaces . Covers shall be true and shall seat within the ring at all points . 3-C Workmanship. 3-C-1 Concrete Base. The concrete base for the precast manhole shams constructs so the first section of the precast manhole has a uniform bearing throughout the full. circumference of the manhole wall. Sufficient mortar shall be deposited on the con- crete base to provide a watertight seal between the base and the manhole wall. 3-C-2 Placing Precast Manhole Sections . The joints for the precast concrete manhole shall a Ea--de o cement mortar consisting of one part cement and two parts sand. The walls shall be constructed true to line and grade as established by the Engineer . Mortar shall be placed on the groove of the lower section of pipe prior to placing the next section of pipe. The entire joint shall be completely filled with mot-tar and trowelled to smooth surface. 3-C-3 Manhole Inverts . The inverts of the manholes shall be constructed in conformance with the details shown on the Plans . No sharp edges or rough sections which will tend to obstruct the flow of sewerage will be permitted. Where a full section of sewer pipe is laid through the manhole , the top shall be broken out as indicated on the Plans , and the exposed edges of the pipe shall be completely covered with mortar. All cement mortar used in the construction of the inverts shall be trowelled smooth. 3-C•-4 Manhole and Cleanout Rings and Covers . The manhole rings shall be set so the tops o the covers are just: flush with the surface of the adjoining pavement or ground surface unless otherwise shown on the Plans or directed by the Engineer. 3-C-5 Manhole Extensions . The extensions shall be built as shown on the special cetai s or manholes on the Plans to the height directed by the Engineer . Extensions shall be added on man- holes in existing streets and driveways or where otherwise directed S; - 15 by the Engineer . The actual height of extensions shall be as determineu by the Engineer. The rings shall be laid straight and true; the mortar shall be of the same material as that used in the manhole construction. Materiai used shall be of the highest quality and equal to similar materials sr_,ified in other sections. 3-C-6 Drop Manholes . Drop manholes shall be constructed at the location s own an as--Uetailed on the Plans . 3-C-7 Cleanouts. The cleanouts shall be installed as shown in these Specifications . 3-D Measurement and Payment. 3-D-1 Standard and Drop Manholes. Payment for standard and drop manholes will enc u e payment for all work necessary to construct the manholes of the type directed by the Engineer. Payment for manholes will be based on the price stated in the Contractor' s Proposal for standard manholes or drop manholes 6 feet deep , plus the unit price per foot stated in the Contractor' s Proposal for standa d manholes or drop manhole depths over 6 feet, including exten- sions if required. No deduction will be made from the manhole price for depths less than: 6 feet . Manhole depth will be measured from the top of the manhole ring and cover to manhole invert at the center of the manhole . The depth will be to the nearest foot , as measured by the Engineer. Payment under this- item will also include payment for the extra excavation required over and above that required for normal sewer trench, and for removal of existing manholes . No extra payment will be made for adjusting new manholes constructed under this contract. 3-D-2 Cleanouts. Payment for each cleanout shall be made on the basis of the unit price as stated in the Bidders Proposal . Payment shall ce for the frame and cover , concrete collar, cone to pipe , wye and bend and all work necessary to install the cleanout . SS - 16 Fc te_ _Time WHILE You wEwE BUT M „ oP ti -�- Phone Are Code Number Extenelon TELEPHONED WCALL CALLED TO SEE YOU WANTS TO SEE YOU RETLJRNFG YOU . tY �Jll� _ 2-4 �?all E MCAD 1 23 50 SHT.PAD t -»� 23 001 :50 SHT DISPENSER ��.tJl.ttf fA.A. A M , 3 �•''t��Nr ' - 'S.yuNlry.lr ! :3.. ,�.r'y3••3•r,l,r. � .ihe,.M,II IIttM,r•i.�!'. r t'r•1!: 1 4 I } 1 a s 1 d l 1 CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR 15-84 APPLICATION: Request by Pacific Realty Trust for Site Development Review approval to construct two office/warehouse buildings and related improvements on property zoned i-L (Light industrial) and located southwest of the S.W. Upper Boones Ferry Road and 72nd Avenue intersection, Tigard (Wash. Co. Tax Map 2S1 13AB, '".ax Lot 100, 600, and 1200). _DECISION: Notice is hereby given that the Planning Director for the City of Tigard has APPROVED the above described application subject to certain conditions. The findings and conclusions >n which the Director based his decision are as noted below. A. FINDING OF FACT 1. Background In 1983, the City approved Phase I of Oregon Business Park (SDR 12-83) which comprised three buildings which are now comp?_eted to the north and east of Phase II which is proposed in this application. 2. Vicinity Information The property west of the existing Washington County access road and the land to the south are zoned I-P (Industrial Park) and are undeveloped. Similar industrial facilities to Phase I are situated on the east side of 72nd Avenue. A variety of industrial uses are located on the north side of Upper Boones Ferry Road. 3. Site Information and Proposal Description This portion of the PacTrust property is undeveloped. A roadway owned by Washington County traverses the western portion of the property from north to south connecting Upper Boones Ferry Road with the Washington County property which abuts this project to the south. The applicant intends to relocate the access road by establishing a public street east of the existing road as shown on the site plan. Upon completion and dedication of the street, Washington County has agreed to convey the 50-foot wide access strip to the applicant. There are two proposed buildings (Building E-37,187 square feet and Building F-48,612 square feet) in Phase II which will both be situated east of the new street. Access will be provided via the new street and 72nd Avenue. 4. Agency and NPO Comments The Engineering Division has the following comments : NOTICE OF DECISION - SDR 15-84 - PAGE 1 a. Detailed public improvement construction plans prepared by a registered civil engineer shall be submitted for all proposed public improvements. b. A reserve strip should be deeded to the City at the terminus of the proposed street. C. A minimum right-of-way of 60 feet is necessary. d. Existing improvements a ' the Upper Boones Ferry Road intersection shall be reconstructed as necessary at the applicant's expense. e. Re-timing of existing traffic signals shall be performed, if necessary, at the applicant 's expense. f . Joint use and maintenance agreements shall be recorded for all common driveways. g. Storm and sanitary sewer details shall be provided as part of the public improvement plans. h. The proposed driveway at the north end of the project near Upper. Booties Ferry Road should be moved further south or eliminated. ar The State Highway Division notes that the northern driveway onto the new street is too close to thu Upper Boones Ferry Road intersection and should be eliminated. The Building Inspection Office and NPO e-) have no objections . The Tualatin Rural Fire Protection District has not reEponded. B. ANALYSIS AND CONCLUSION The proposed development is consistent with the applicable Code requirements for Site Development Review and the I-L zone with the exception of the compact parking space dimensions and bicycle parking. The site plan indicates a width of 8 feet for compacts and the Code requires parking space dimensions of 8.5 by 15 feet. Although the number of required parking spaces is difficult to determine based upon the information provided, it appears that each building will require a minimum of 50 to 60 spaces. One secr. ed bicycle rack space should be provided for every 15 required automobile spaces. Therefore, each building should have a minimum of four bicycle spaces fur each building. In addition, the northern driveway intersecting with the proposed street should be removed. The location is too close to Upper Boones Ferry Road to provide for safe and efficient traffic movement . The shift in the roadway location will enlarge Tax Lot 1700 to the west or create an additional parcel situated between the existing and proposed roadways. The expansion of Tax Lot 1700 will require that a lot line adjustment be recorded with Washington County. Although a NOTICE OF DECISION - SUR 15-84 - PACE 2 separate application will not be necessary, the documents for the adjustment should be reviewed and approved by the City before they are recorded with the County. If an additional parcel is created, a partitioning application must be submitted for review and approval by the City. It should be noted that the new section of this enlarged parcel will retain the existing I-L zone designation. C. DECISION The Planning Director approves SDR 15-84 subject to the following conditions : I. Standard half-street improvements including sidewalks, curbs , street lights, and driveway aprons -3hall be provided along the Upper Boones Ferry Road frontage. 2. Seven (7) sets of plan-profile public improvement construction plans and one (1) itemized construction cost estimate, stamped by a registered civil engineer, detailing all proposed public Improvements shall be submitted to the City's Engineering Division for review including the new street . 3. Construction of proposed public improvements shall not commence until after the Engineering Division has issued approved public improvement plans (the Division will require posting of a 100% performance bond) , the payment of a permit fee and a sign installation/streetlight deposit. Also, the execution of a street opening permit or construction compliance agreement shall occur prior to, or concurrently with the issuance of approved public improvement plans. 4. A reserve strip deeded to the City shall be provided at the terminus of the new street . 5. A 60-foot wide right-of-way for the new street shall be dedicated to the City. 6. Existing improvements at the Upper Boones Ferry Road intersection shall be reconstructed as necessary at the applicant 's expense. 7. Re-timing of existing traffic signals shall be performed, if necessary, at the applicant 's expense. 8. Joint use and maintenance agreements shall be recorded for all common driveways. 9. Storm and sanitary sewer details shall be provided as part of the public :.,iprovement plans. 10. Prior to issuance of building permits , a revised site plan shall be submitted for planning Director approval with the following changes : a. The northern driveway unto the new street shall be &wio vel. NOTICE OF DECISION - SDR 15-84 - PAGE 3 b. A minimum of 4 secured bicycle rack spaces shall be provided for each building. The location and design of the racks shall also be approved by the Director. C. The width of the compact car spaces shall be expanded to 8.5 feet . 11 . The legal documents necessary for recording a lot line adjustment shall be submitted to the Planning Director for review prior to recording with Washington county. If a new parcel ir, created in conjunction with the new street , a partitioning application must be submitted for Planning Department review and approval . One of these two options (depending upon which one is ap;,,, ,:,ate) must be accomplished prior to occupancy of either building. 12. The landscaping material shown on the plan submitted by the applicant shall be installed prior to occupancy of either bu. lding. 13. This approval is valid if exercised within one year of t;ie final decision date noted below. D. PROCEDURE 1 . Notice: Notice was published In the newspaper, posted at City Hall and mailed to: XX The applicant 6 owners ` XX Owners of record within the required distance XX — The affected Neighborhood Planning Organization XX Affected governmental agencies 2. Final Decision: THE DECISION SHALL 8E FINAL ON August 6, 1984 UNLESS AN APPEAL IS FILED. 3. Appeal : Any party to (he decision Rpy appeal Lhis decision in accordance with Section 18.32.290(A) and -Sec:,ton 18.32.370 of the Community Development Code which provides that a written appeal may be filed within 10 days after notice is given and sent. The deadline for filing of an appeal is Augt,st 6, 1984 4. Questions: If you hive any questions, please call 0e City of Tigard Planning Department , Tigard City Hall , 12755 SW Ash, PO Box 23397, Tigard, Oregon 97223, 639-4171 . William A. Monahan, Director of Planning 6 Development DAT F, AYF'RUVEU (KSL:pm/05-50P) NOTICE ON' DECISION - SUR 15-84 - PAGE 4 b. A minimum of 4 secured bicycle rack spaces shall be provided \ for each building. The location and design of the racks shall also be approved by the Director. C. The width of the compact car spaces shall be expanded to 8.5 feet . 11. The legal documents necessary for recording a lot line adjustment shall be submitted to the Planning Director for review prior to recording with Washington county. If a new parcel is created in conjunction with the new street, a par� ltioning application must be submitted for Planning Department review and approval. One of these two options (depending upon which one is appropriate) must be accomplished prior to occupancy of either building. 12. The landscaping material shown on the plan submitted by the applicant shall be installed prior to occupancy of either building. 13. This approval is valid if exercised within one yes,r of the final decision date noted below. D. PROCEDURE I. Notice: Notice was published in the newspaper, posted at City Hall and mailed to: XX The applicant 6 ownets ` XX Owners of record within the required distance XX The affected Neighborhood Planning Organization _ XX Affected governmental agencies 2. Final Decision: THE DECISION SHALL BE FINAL ON August 6, 1984 UNLESS AN APPEAL IS FILED. 3. Appeal: Any party to S.he decision Sp,y appeal this decision in accordance with Section 18.3'1.290(A) and--Section 18.32.370 of the Community Developme.it Code which provides that a written appeal may lie filed within 10 days after notice 19 given and sent . The deadline for filing of an appeal is August 6, 1924 4. Questions: If you have any questions, please call the City of ligard Planning Department, Tigard City Hall, 12755 SW Ash, PO Box 23397, Tigard, Oregon 97223, 639-4171. 49 r William A. Monahan, Director of Planning 6 DevelopmentIV DATV A(-VD KS 1, pm/0550p) N(Yrl CI•: UI UF.0 I S l ON - SUR 15-84 - PACE 4 4 O � L_ • \✓ - �� -- - s � - -� -� r _._� — - � �-- b - CITY OF TIGARD, OREC,ON * �J REST DEVELOPI•.ENT PROJECT GE^;ER�1L IN ORMIATION SHEET I . PROJECT No. : II. PROJECT NAJ,x: I)_I. DRAWING (TITLE) -------- ___ -dated:_ uha� /_ 1984 V• SITE LOCATION; V.1r-�'2 �� G,��_ �-f•+ Fac, �__�_M ___._�_• VI. PRINCIPALS : (1) DEVELOPER: _�-�Qc� c �� Ssac�� - -- Address \Z-Lb S,l�, -r�r��,o+t}�, Phone No.ZZ4-7-355 • (2) DEVELOPERS SURETY AGENCY: 7 c' �_ Address Phone No. BJnd No. _._ _.. ____► Exp. Date_._ �w�___. _ t ( 3) F 11GINEER sv.'c .. ._— S.-.�� Address 11%450 5W CowAv,+ercc C, Phono No. 6g7--7-450 LO so (4) INSPECTOR: _._ Phone Tum WHI'ale \IJ 503/224-2355 - - I',•nnerty Manegers fog rr.one No. J PACTRUST Wnteia Management.,Inc. l) P20 S.W.Morrison,Sults 905 - p}] ne *•O. Q. Portland,Oragon 97205 '"� Bond No.-___________________ --_ Exp. Date_ _— ( 7) SUB-CONTRACTORS :- U 0 ~ I cn C-3 Q � i t m �O W o I I I CO I I � z v o I cn �' I N M � J M I wa W F r LL _ 1-__.L----- -. _.-- -- -- ---- - - -. CA A a C � s µ v V N (s. 7• V l� T 'A'T OF SAnI lyL�ce �-�N�S AT i�AC T?Lt�s i I o - 7 - 5f 3 BY L D S CITYOF TIGARD WASHINGTON COUNTY,OREGON June 22, 1983 Wiitala Management, Inc. 1220 S.W. Morrison Suite 905 Portland, OR 97205 Attn: Mr. Tom Wiitala RE: Oregon Business Park III Dear Mr. Wiitala: This is sent in response to your letter dated June 13, 1983 and to confirm staff's conversation (on June 22, 1983) with you, thereinregard. The requested "extra widths" are hereby approved. The specified locations are hereby also approved, except that the driveway which is proposed to be located near the intersection of Fanno Creek Place and Boones Ferry Road must be aligned with Fanno Creek Place. Very truly yours, Frank Currie, P.E. Director of Public Works enclosure cc: Planning & Building Dept. file FAC/dc - 12755 S.W. ASH P.O. BOX 23397 TIGARD,OREGON 97223 PH 639-4171 - a ��s��3 ��"" , � � .� �� P� .�� W11TALA 1220 S.W.Morrison,Suite'.105 MANAGEMENT, INr Portland,Oregon 97205 2'.55 .fume 13, 1983 Tom Wiitale 503/224-2355 Mr. Frank Currie Property Managers for Director of Public Works PACTRUST Citv of Tigard P.O. Boy 23397 Tigard, OR 97223 Wiitala Management,Inc. 1220 S.W.Morrison,Suite 905 Dear Mr. Currie: Portland,Oregon 9720E5 Pacific Realty Trust (PacTrust) is the owner-developer of Oregon Business Park IIT at S.W. 72nd Avenue and Boones Ferry Road in Tigard. This letter is written to request a variance from the Tigard driveway code. We are requesting extra width to serve Oregon Business Park IIT. It is planned that these driveways will be installed during the 72nd Avenue and Boones Ferry Road rebuilding under the LID. Four driveways are involved, three on S.W. 72nd Avenue -ind one on Boones Ferry road. Requested widths are as follows: 1. Request 50' wide driveway on S.W. 72nd located 49' to centerline of SE property corner. ?. Request GO' wide driveway on S.W. 72nd located on centerline with 60' driveway at main entrance .o Oregon Business Park 1. 3. RequEst 50' wide driveway on S.W. 72nd located approximately 236' :o centerline north from centerline of driveway 412. 4. Request 60' wide dti•✓eway on Boones Ferry Road with centerline 45' SW o: centerline of Fanno Creek Place. A development sin.1lar to Oregon Business Park I is in the planning stages and extra width dr'veways are needed to efficiently handle large over-the- road truck traffic. Should this variance be ),:anted, please sign in the space pro-ided below. 'Thank you for your consideration. Sircerly yours To iit&l Peter Bechen, PacTruust Gary Myzak, Del:aas & Associates Variance Granted this day of _ 1983. By Frink Currie V Prcxv-rty Managers forPAC11MUST r r MMAM n Y 9001.3 Donald & El.eanor Davies 1.0857 SW 1.213t Tigard, Oregon 97223 9001.4 David & Margaret Smith 1.0855 SW 1.21 st. Tigard, Oregon 97223 9001.5 James Poag 27409 San Bruno Avenue Madera, CA 96367 90016 Wil 1 i.am I_tasuer 10845 SW 121st Tigara, Oregon 97223 90017 Arthur Piper 5458 '-W Murray Blvd. Beaverton, oregon 97005 90018 Artlkiir & E:l iabef:h Piper 5458 SW Murray Blvd , Beaverton, Oregon 91005 9001.9 StPphen & Winona Wright. 11575 SW Terrace Trails Dr. Tigard, Oregon 9722.3 90020 Linda Feari.ncj 23051 Shulty Rd. Nf. Aurora, Oregon 97002 90021 Charles & Shirley Kindel 1.081.7 `.;W 1 21st Tigard, Oregon 97223 90022 Scott PaLLonhaver 1.0815 SW 121st, Tigard, Oregon 97923 90023 Sharon Williams 10805 SW 1.21st Tigard, Oregon 97221 1S1-3409 1.00 Anton Schulz 11615 SW Cloud Ct. Tigard, Oregon 97223 ... ..r..�...............,.. CITY OF TIGARD, OREGON CONSTRUCTIONANSPECTION (P.W,) PROCEDURE CHECK LIST NOT;,: yTZLI7,E ONL,`' clearly wirked APPROVED PLANS, plan revisions, change ordor.s, specif4cations, etc. : I. SANITARY SEWER: (A) Commenced instal',tinn. . , .. ... .. .. . .. ... .... D i / (B) Completed installation. . . .... .. . ...... .. ... .. ❑ _-1 1 1) As-built field notes filed.... ... ... . p a) Cn,-;• ^nnt to engineer,,,. ..,. .. D ?) As-built field notes received. . . ,.. , , D % a) Filed in project folder, .,, , , ,, U (C) Inspected and Tested, , ,.. . ,, , . . D 1) Test nomonographs filed•.,_ D (D) Tentatively accepted by City. . .. . . . ..,. ,. II. STORM SEWER: (A) Commenced install.,)tion... .. .. ... . D (B) Completed installation, . , , , , , , , 1) As-built field notes filed... ri —"^-"-'- (C) Inspected. . ,. ,. . . . . . , .. .. / (D) Tentativelv accented by City. ,, , , , , , ,,.,,, III, CURB: (A) Commenced install tion.. . . .. . . .. .. .. ... . . .. . . D / 1) Bench K rks sr+t.. 1 2) B,7nch Kirk locations fi.led. . (B; Cc)mnleted in-t--P'tion.. ...... ....... .. ... . .. D i (C) Inspected.. . . .. . . . ... . . . . . .. . • , D (D) Tentatively accreted by City. ... .. ..... ...... C3 IV. STREET: (A) Commenced Grading. . . . .... .... ..... . . .. . . . ... 1) Sub-grac?p insrected. .... ... .. . . ..I... a) Test data filed. ....... . ..... Cl b) Tentatively accepted by City, / (B) Commenced rocking. . . . .. . ... ... . . ... ... . ..... D -�� 1) Sub-base inspected. . ... . . C3 a) Test data filed.. .. D b) Tentatively accepted by City. L] A L! (C) Commenced Paving.. . . . ... . . . . .... . CJ ... ,,,,, , , 1.) Paving inspected. . ...,. . cl a) Test data filed, , ,, D b) Tentatively accepted by City, D (D) Street tentatively accepted by City, , ,, .,, ,,. Ll V. PARKING 4A;-- - M_ -Camme.nced grading --- ---"- lj am p inspected. . . .. ....... . ...,., � - a) 'fit--data filed.. ,. . . b) T#,ntntiveJ`y te_$ by City. (B) Commenced Rocking. . . .... `,. / / 1) Sub-base inspected.... ... .. / a) Tr, . ori"c, file . . . . . . . d . .... n / b) .ntativRly arcerted by City.=� (C) C0MMe„ee4d--Pa.. ..... .... . . ......... ❑ / �) TeQt� ed. .. . . ., .. ❑ h) --Tsntati��ely At-cPntod by Ci. / (D) Parking lot tentativelyaccep_ ed_.-by CiItv__o VI. SIGN: (A) Street name sign- i.n9trlled. .. . . .. .. . . .. . .. . . ❑ / / (B) Traffic sign-; installed. . .. ❑ / VII. SIDEWALK. (A) Commenced installation.. , . ,........., ❑ / (B) Completed installation. ............ ......... . . ❑ (C) inspected. . . , . ....... .. .. . ........ ❑ / (D) Tentativ.?ly ace^^toH by City..... . ,.. ........ . ❑ / VT II. STREETLIGHTING. (A) Comm-nced installation ❑ / (A) Completed installation. . . . .... .. . .. . . . . . . . . . . C](C) Inspected. , . . . .. . . ❑ (D) TPntAtively accepted by City. . .. . . . . . . . . .. . . . , ❑ 1) Authorization letter to Energise filed TN. -"LA1�S gAPE: ----- (A) Co mi m ncec'7"iTi4t*H 1 ati�. ., . .. ... . . . . (B) Completed J.nstallatinn. . ❑ / / (C) Inspecti . . . . . . .. ... .. .. . (D)- -Tmnllf�atively Accepted by City. . ... . .. • x. GENERAL AREA DRAINAGE: (A) Buildinq rain drains inspected.. . . . . . .... .. ... ❑ / (R) Culvr-rtn inspected. . ❑ (C) DrainAge ditched inspected.. .. ... ❑ / (D) Tentatively accepted by Oity. . . . .. . ... .. .... ❑ / NOTE: PRIOR TI) (70M'LETION OF EACH CONSTRUCTION PHASE. REVIEW FILE TO INSURE COMPLETION OF CHECK LTST AND FILING OF: 1) Approved Plan Revisions 2) Apprmved Specification VAriances 3) Chanqe Orders/Extra Work Orders 4) All Correr-pondence/Memo, S) Drily Inspection Sheets 1 / 1 � G• \ CA pol 6 / ria► r•' , i 04 or, •J / I � Y I I I 4 I h-ss�. ' 3..Sit v� W, 1 .a• c 1700 y„2 6N' .I L� j .16120 ) .1� 01►1 � � II/I 10AnN-.�71d. I 461414 rte--- � twl 1 71' 1 i4' 01A.1101. )JI .1600 j MI I I nsl rw1 rwl un 7w PW 016150 \ I I .leli'f i fees i .1610A (WI ! I ISO t761 I � r? I I + wl JJ c25' •6116 a6JJp 016200 Up 61A11117 =i .16710 1771 Iw cu .16100 1 0. i• IrAI rw P 2121 �:90 two 3 'J YST BLVD, ` b +f 7 rwl tJ rrwl . rtwrJ Jl �' rrwl,6 5 W. s E3Ar4TPV5T016163 J7. 5.5 �//Lps�C � .J a6ap IYl1 .162W 7 ' °NO ,n r •, C J7•0161163 I 616! trsl I � - itAl �rlr•Jr I rJl1 2J 1' f I 6163W2x j r16•Ip II I I I rJl1 !i 0.5wl ,. 016400 , `�'` .166M r-��- 4?, •'twl I I 640 '°• I �JJt 4'0 r1*174 d i .1•.'00!631 34 12 � 1 i tb i r •6 1,2-34 its 6. I / i� iM•pp I i � a.D0 1 e •7Y 11 / Cl j �9 •z9+s 1e v o T4 v L4 ` p Ll p i ► o 0 3 ou V V 'tj �erOr o OL �, \ 41 N ►• N � � dp � L � � � X00 ti `• o� /v � CID 14 IZ e N /h4a IL tyl v> PG k �` 9• .� tiA b 0 l)tyl � '� � .o) oAl rn kL - GRATE 2' 8„ A q 3"Sp:CING C TOC STD , RIIRPER ' zw I - \ \`� RING J G I I,T IN' I T H I N -m F- �__ . ,� I 1 -6 OF OUTSIDE N Ih 1,^X 2" SO F "CliACE OF 11A N H O L E -FLAT WALL :to Lr =z= I J-) - 1 FLAT BARS 1 ! 1 . _._•... _ I 0 FRAME \�\` O /��/ NOTCH LID FOR LIFTING HOOK , �• ' � _N COVER & FRAME TO BE MACHINED 2,• ANGLE /a I N TO A TRUE BEARING ALL AROUND, _ II � , r BOTTOM OF DITCH _ -�y \ GROUT A'° � • o � - ;�_ __ - 2'- I " -- - _. __ --- - -- _ _ - 2' 9%4 1 ..+ ---- - -- - - 2' - 03/4 ., - 4, CONC . RIND Y m 1 I �1 I ' •- v ,1� •04cQ iii- ( •. ' • •. - 2' p. a "I T- - o � ; I IF THIS DIMENSION �- I IS MORE THAN 4'-6", iAs 0" _ -- - -..- FEC1 PIED o -I ,, USE STANDARD M.H.MH yT— - I •• r C-ti 78-6 IT "4a ° ' 6„ o o a A I � �� P 1 rc i Lam! REI FORCED Q " . `'0. �, I - ,, .-i KE LOK JOI NT i. C� w a I DIA . CONIC , T & G 6 6„ .� - - 2'- 0y2,. - --+y I ALTERNATE IS •., ,r 3),i ' I `� SLOE: I No SCALE - - -- 2'- ---y ACCEPTABLE — _ •ti PER FT 71 STANDARD • �' `;� •' -• WROUGHT IRON UR / � MANHOLE FRAME & COVER STANDARD DITCH INLET GALS, IRON STEPS ` '- •• - .' , ! • =. _•- °" X 12" WIDE 2" ,�; `;:.. - I. : •; DROP, I I•IBEDDED 3" , ON 12" �! CENTERS ATYPICAL ` TYPICAL FLATTOP MANHOLE T YPES G , G-I , G -2 C " TO 2 I NORMA- STANCARC _ —� --- PAVEMENT-SLOPE �i I - CURB Q t t — �- S.'B" x 2 I/L"' i= YI �T SO EDGE FLAT BEAR 4 CON; �- i_ d DRAIN TI• �, c� -� r'- CI) -- - -- 1 _ S/8' X 2 I/2 X 2'• 6 ::/4" I 2 '/`' SO EDGE LAT BARS _- ` ' -y -a" 1 ` -- -- + S O EDGE r".AT BAR SUBGRADE O v t -I % _ --- - — -I B NOTE I 1— �� / 4" t —v FRAME a CRATE _—_ / I ROCK �� I I I 4 a `— -- - — ` I I WELD 1/8"1 1' STPIF'S I r BACKFILL � \ \ , ' _ .\ L� SEE DETAILS .:::. ACROSS GRATE •15 I I / -"�' �'�'- 12 10" PVC OR =- -- - INDICATED a - r - - ,-- c CONC PIPE -- - FRAM . _ Q GRATE ~ Q ••d E 4 w 4'• d Q , f a f 4 4 i 0 . m o ell .. �. ..,. - • .e. !�6+•�•-- 2 4 I/4-'--+••+-b -�• b++�•--SIV -�'�F �- ' I ' I N N \ I '1! _ .• a -�• /- • • ` • • • • • i 2 . f �. SECTION A:. - �. w PLAN PLAN i /, -.t �. •, SECTION A A SCA-` S'cA-E I N2 1 I i f -ti I - ., .. t 0 r,. Q 1 3 X 2 2" Y' 'T ANGLE TYPES GB, GB- I , GB - 2 , 1 ALTERNATE PIPE I %% J (FOR DE TA L� NOT S`1U►4'N SEE ABOVE.' LOCATION 3 INCE'. TYPE N N ( 1 r ILA • •+ V '_- _ 4' 10' PV.0 OR •�- --- --- �' _ SPACING C TO • ' •- •. - i'1 CONC PIPE I Y SEE TABLE UNDISTURBED u GF 8 7F' EARTH �.: - • , H N H 1 r •• • . Q » G Z. GB•: 3 3318" 336 -7-- / • ' .: _ - � �• Q 12 i X r ,p4C,tiG No o� , ' WIDTH Pl'J 5 2' _`' I INLET TYPE V Y YI E I REMAa,cs I � , roc eaRs I TRE'�CN 2' 4 Ifo— - +.�a 6' - W -�6 �■ .. . _. 3' o I/a" -- - w -- — G GB, CG 1'•3 V, 1. I -P. 5,`8 !a" 8 �•— --- G- I GB- I CG-I I •lo .�' a r�+' I-e 1z' See I 3V NOTE A MAXIMUM DEVIATION FROM PLAN DIMENSIONS OF ONE INCH, AT THE INLET FLOOR , SHALL G-2, GB-2, CG-2 2 4 3,14' 2 3 as' S,�' jw H i :%RA'Es BE ALLOWED FOR TAPFRING OF FORMS USED IN CONSTRUCTION OF CONLREIE INLETS —C- -2M , D 2.4 3a z'-3 &e' z 3' 11rz" 3" 9 \� TYPICAL_ CONCRETE _ ANCHOR BLOCK \ Y 14 STANDARD CONCRETE INLET 81 CATCH BASIN DETAILS STANDARD FRAME & GRATE DETAILS -------- T - DESIGNED G.M APPROVED SHEET DeHAAS & ASSOCIATES, INC. S. W. DURHAM ROAD CATCH BASIN, INLET, MH FRAME a COVER —+--- CONSULTING ENGINEERS & SURVEYORS FLATTOP MH B► CONCRETE ANCHOR DRAWN C R C f SullP 445-AGC Center STREET, STORM DRAIN AND SANITARY 5/ (Res 882-2450 SEWER I M PROVEMEIVTS BLOCK DETAILS 6 945O S W Commerce Circle Ree. 838-8195 -- a DATE NO. REVISIONS —I- By piEC10Ep DATE _. w1ls�>nvllle. Oregon 97070 '�"' I>ur•�H�r� R��AD• F:IOrJl�lr:. �; E:�' LY ;�T NEW" SC/��E AS SHOWN DATE JUNE 1984 FILE 83. 380. 198 K,t Mta Yl11ge� ...n,••y 1. i OF:' ]. t -� �' �I'II�{ItIIIIf�II'IIIIII1111 ISI M I irj�Ilj'i'"•i1Jlllll f�l'III1 I III 11 'l I IfI IjI �IIIIII III�1111111Ir)IIIII�IIfIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIfIIIIIIIIIIIIIII�I��I�IIII ,� - r . .� _ 1 NOTE: IF THIS MICROFILMED = I -1 ?--• 3 4 5J 6 7 8 9 ib 11 12 I J DRAWING IS LESS CLEAR THAN THIS NOT1CS-i -IT 15 DUE TO J}�F QUALITY OF THE OR'GINAL ' 'y D l OE 62 92 LZ 9z s2. frz ez ZZ Iz oz 61 81 L1 91 Sl bI EI 2 II of -6 9 L 9 s _ r E z 1"..r., J ,�flllIIIIIIIIlllllllUllUlllul�li�U1111�IIlIulllluttllu�lll��lunl��Nl��u{MIIItI�IIIUIIfIIIHIuIlfllllnllu+llllnlllnlllidtlHltl►Itftllutllllt111t11llllflfullfutl�ftt�llff,lig:�d11�1ttllulllllllllnlfullflltb.luW�Wuu`Uu�llWllltultuWl)IIInN ;, - 9 92 l� •. AS SPECIFIED PRECAST 4 �R _ 6 CONCRETE FLING VARIES AS - Z-2 SLOPE Q ' (ROUT .. o - � ± ;,• REQUIRED BY :1 a a PER. Ft f t f GROU • IN EVEN Lu =- .; ENGINEER - SLO PE FdO M FLOW LINE TO PRECAST 2' -I" t FLOW LlN'£ �'� • = SLOPE 30 PER. FT. �o 4 4 CONE :�; , •. ::_�': 4 . �. �► ,� INVERT C'iANNEL PRECAST - ~ CONSTRUCTED TO CONCRETE :•. '4.• y - + MANHOLE 4 '�' I 2 •' s � r UNIFORM FLOW LINES - �..f: ` � .:: „• � � � WITH GRADUAL AS v POURED CONC. �' = �- • ' • �• TRANSITION SECTIONS SPECIFIED TYPICAL MANHOLE HAWNG FALL BASE , ROUND OR ••. • • ` *',;-o • &._%- ., • GENERAL P_L ,a N OFLESS THAN 3'— 0" SQUARE AT ="-"• '- ..& -- -- PRECAST RING EXTENSION -- - - CONTRACTORS , CHANNEL INTERSECTION OPTION. LD + 1 - 0 MIN. FOR TYPICAL MANHOLE t►. �� I I — ---= TYPICAL MANHOLE — 24 TO 36 PIPE lt � 4 A-1 PIPE O.D. PROVIDE STD. RUBBER .-. I -405 PLUS 1 -40 M IN- RING JOINT WITHIN STUBOUT LENGTHS TO BE LIMITED HOOP _ 1 -6 OF OUTSIDE TO BETWEEN 6 AND 12 INCHES 'D FACE OF MANHOLE - - WALL. dell _ •�- FLOW 0"ANGLE / f- - - r- _ _ - AT 100 80Tt MI1-�SHOOP NI PRECAST SPECIFIED ST�J. HOOK LOCATE I tl OF 2 BARS � �� .' HOLEIN � ..��`s� � SIDE. IN PLACE BLOCK OUT 2~x 4` OUT IN TOP SLAB 9 ( 23 23 MIN TOP SLAB �� -`" " -_� -NOTE: BASE SLAB -GROUT IN PLACE T MIN ROUT GROUT OVER MJH. SIDE ICKN WALL Ate! • m CHANNEL FLOW 9eANGLE ESS VARIES O.L. _.... I ' FOR 900 W/PIPE ANGLE ;wAT 10 ��- CONES MAYBE `�.�: a Z ` 3/4' - MINUS GRAVEL PIPE ANGLE A .;- - CONCEWTRIC COMPACTED IN 6• LAYERS '% Iu BY HAND TAMPERS FULL STRAIGHT PIPE a 9 & PIPE ANGLE A. I * WIDTH OF TRENCH UNDER A PIPE TO UNDISTURBED EARTH OR WATER SETTLED SAND f; j` W KELOK JOINT ALTERNATE IS LA10 IN 12m LIFTS r '•r' a ACCEPTABLE 8GROUT IN SMOOTH � '•• .`�. SPE IFIEI1 ONE PIPE DIA- CURVE INSIDE MANHOLE '000� - C-478 -611' - { I 1 YIN. �- •- , EINFGRCED e A PIPE O.Q IF THIS DIMENSION IS ' 1 LESS THAN 4' 6' USE SPE (FIED GONC. Tt36 I r1 �q 1 �-- �-� � �E •' = 3� c'` PLUS 1 - a. FLATTOP MANHOLE • 1 _ AME - 'o 1 o SIZE SECTION "A— A' • '• v WROUGHT IRON OR - i SLOPE 3• t 6ALV. IRON STEPS ew D PER FL 1 wil w • _ I 2- #'S : 6'-O" .. t t - r EA. SIDE 8'%112a WIDEr 2 1 I - DROP IMBE�^DED 30 - - • - _ . _" SEWER - LOCATE ♦ - •� HOLE IN '� sY i 1 - HOOP ON 12 C ENTERSPE • _ .l x - -t ,R• °� P i S-t,- ----T- TOP SLAB ( TYPICAL ) : • ' _ . ; •:, _ -.�._ - "r'-' _e. . . . , OVER %LH S AT id` BOTT. MIX ' , o - ! . •-• 1 _ep _ ••-• _,: • I CHANNEL A � OF 3 BARS EA. -- r- - s1oE �� MATCH PIPE CROWNS WHEN Oo TO 9d° PIPE AFIGL� POURED CONCRETE BASE PIPES ARE DIFFERENT SIZES ROUND OR SQUARE AT CONTRACTORS OPTION �� TYPICAL MANHOLE - 42 81 48 PIPE TYPICAL MANHOLE TY' PN I C A L DROP MANHOLE 6" T 0 21" PIPE ��- � Id i- De-444D G. M OVEa DeHAAS & ASSOCIATES, INC. S . W. DURHAM ROAD BEET - — CONSULTING ENGINEERS & SURVEYORSSTREET, STORM DRAIN AND SANITARY STANDARD MANHOLE DETAILS 6/ DRAwN M M ` Su+te 445-AGC Genir• (503) 682-2450 04W S W Gommorce C'«'f Rea 6�,95 SEWER IMPROVEMENTS DATE NO. REV 1 S 10 N S BY CHECKED DATE W""'m"""' 0'eqon 97070 SCALE AS SHOWN DATE JUNE 1984 R" 83. 380. 198 I)L.IR WA •.w..•� M ROOD. E-00r�1P.3- E.- K,c E Mr 1..4' OF t 5 WT i �. jhLililifili111tli1il1 !ti`►JI �I� Cw�1111111 (1h IIS 't�lllflll�ll 111111 1111tl��Il�Iillll11t11�11t111t�tit1111�t1t1111��111LIL�+ILItl1 tIt1�It�tltlltLl+llitlt��ttlttt r I + I 2 3 4 5 6 7 8 9 1�0 11 12 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICET IT IS DUE TO - �� QUALITY OF THE ORIGINAL. - DRAWING. 0£ 62 92 12 92 S2 f2 £Z ZZ IZ OZ 61 91 LI 91 SI to c 21 11 01 6 0 L 9 Sf-- � .lp I£-.- t I"•"" ,, - 'r ►lt�uulLnt�tuLlluL�nnl►m��Luliut�uttbttt�ttttltw{iurhm�m�Im�rltitut`ltull1n�11ri{Iut�Itti�tt+L�m►hltt�LN11u11�lillfpl�ll►1111I+�ittilt►ll�ltll`NUi�+►11111►�IIII�II�R1�11�tuLlun�ttltlutt�Illi�lllht�rilllllillilllillll�1111�)►tI�IUI�W�Ii11 JUNE 24 1999 r- .rn -. ....—... ....... _.. ._ . +..-.,.".ww• .Y�Mr '�1w/.I/ -. .---•..� ..' -.t..._..o •titr,-,..lr - CURVE OATr, Cure Chord � Central Arc / N0. Radius Angle Length Chord Beari_n� i 1. 158.00 40008' 33" 116. 70 108.45 S 20035'46" E / 2. 230.00 40008' 33" 161. 14 157.87 N 20035'48" W 3• 320.01) 1011' 31" 56.92 56.85 N 35034' 19" W i / 4• 150.00 14050'06" 38.84 38. 73 S 7010'08" E 5• 65.00 35023'20" 40. 15 39.51 S 22058'25" E 6. 40.00 103051' 39" 72.51 62.98 S 78044' 16" E 7• 45.00 62044'02" 49.27 46.85 S 72002'06" E / O / 8. 392.1!,) 4 11'25" 18.67 28.66 S 28054'09" E 9. 65.00 5'11 '40" 5.89 5.82')40� 5-1 9 S 5, E • 39;1.Mll 11401q.4C„ 59. 2 - 59. 1% 1 160?w 1P., F T, z C'• .66 " r \ \ 0• �q r\10 P i s C) �► I� p' 6 EA rT- So.00 76 NO"o 'os%v (Y i 7 10.86 N 3 v'ze '3 "W /9.6 y i to I I s' 3 - -Yy N 0"05'05'w /3.15 Tax Lot 1200 9 r- SS•ov -� � ( L1 i 3 33 ' H6•+a� -" 5•00 Owner Pacific Realty Associates , L.F.' Area : (old) 8. 41 Ac. l Overlap Ar r0 z (new) 6.24 Ac. e0� � 0.0348 Ac. �� o (included in j proposed T. L. 2/0 • � 1300) XC:0 �%�� ' \ 4- EXHIBIT " D " N • //�j y 'p / / , 6 s E Tox Lot 1400 Tox ' s T0\ ' 55 "X ,9 Owner Pacific Realty Associates, L.P. e !/ (� t , L O\,t • X19 r Area (old) 3.57 Ac. 11Z '`' I' ' !3 �n (new) 5.53 Ac. , m/1 "' ?' isting) 1,6 (Prop&is ed) e.9 s7- 2GO.00 Arens• EXHIBIT NCO ngton (new) t 0. 922 A c. j y des Area : 3 (old) 0.51 ApA o l o , a Por el 1 EXHI IT G -Isis of ry r 1P*rest I U N V n) � pa c) �0 I 0. 556 Ac• \ N N h P. O.B. "D "l O.B. Exhibit a B9 I 'zg z,4' w' 7�f�l, 16- EXHIBIT "B " Parcel 2 3 y _ Y 5 81?°29'28 14/ 5-25-.166 j . 167 A c. S8928 '28" G /97 n// 649.00 PO.B. Exhibit"B" Parcel 1 N` " -0-5- 00 y/3\9 �y Conf { the / l)'."`/ - - -- ---- - ,.� J 3 � T Z S. R W, WIN. 30' n n h A s 5-ha- 12 v/2 C'.S. 19, 127. o x". of 100 (port on f/,/ tih a P. O.B. Exhibit Parcel 1 8 Parcel N h W Washington Co / �. ,, •c. o \\� 0.23 A ., mIll P. QB. Exhibit �, I o r 1 ,. I - - 's e9°ze ?s „{✓ 237 99 K2. - - - ' S B9"2e'z8"W - 72. ov I ti W28 1e'w zT9./S - I o '•J•. i I � ?• f•t S Z8'zB W I ..•• I ;� �•;'� fir• { e ; I .•1• ,,: Basis of Bearing • P. S. 20,596 Reference Survey : C. S. 19, 127 le h j • 1 I ••• • I • • • ••s•• • I �' ' • • • • I 1 1l • r l j • F �.• i. j I r•• `.• ••• •1 • • • I •� •,• •••• �•• S t ••• i «• • it F ••••• 1• i �••• ti..f " i • tt i I •• 1 f • I «... I % I ••» GM APPROVED Suite 445- AGC Center DESIGNED V DE HAAS J450 S.W. Commerce Circle FOR: PRELIMINARY LOT L INE SHEET % a, Wilsonville, Oregon 97070 PACIFIC REALTY A S S O C I A TES, L• P - -- - DRAWN 6� g2nc. ►22o s. w. MORRI SON, sviTF 90o ADJUSTMENT MAP 1 9/20/84 I ! Revise Proposed Right of Way- Now Tax Lot 1300 Width CRC a A' >' (Res. 636-245 6195 PORTLAND OREGON 97205 DATE NO. R F V I S I O N S - BY CHECKED DATE - ConsidlingEngmr!ersRSurvey"' Res. 6s6-619D , SCALE 1 = 50 DATE 8123 / 84 FILE 83. 380 . 198 I:>IJF;:FIFar'I ROAI:). Lsf-l(71uEE; FY" 1-.Y F3T 1.7 0 F= ). Pon * . -, ,.-.._.3w-' VIYQM••� !w•1•-^,. s.:..........,. ..._s.. w4'l�.y�5 ..+-.::..•may. ,..C'.w...w.:rr,7MyM,....nra .;t M:- :,}j sur. wtrA . ~ � r•�lr�rllll�l111:�I L II'�III�III1►liliilllll�llrllllli'll1�fill '11II-11111tilyl11 Illillfllllllrl{ III�IIIIIIIIIII�ItI�IIII�II��I �I��I�I��I�� illi h lllllllll IIIItFII�II��II a u NOTE: IF THIS MICROFILMED 1 2 3 `...4 6 7 8 8 IID III l(' l DRAWING IS LESS CLEAR THAN THIS NOTIC6i"IT 1S DUE TO . ~ R�WQUALITY OF THE ORIGINAL I NG. - - - ------- OE 6Z 9Z LZ 9Z SZ OZ EZ ZZ I Z OZ 61 81 i t 91 51 V I E I 21 11 01 d 9 L 9 S r E Z I a�r�w• yam' i11111111111111IIIIlollI�loll llhlllllll�)11�411iii11111111h1Ul1INI11I11Hf tI111111iI11�Fi111111i�111111111�11HIIIIIIIII!llar�IN{IIrr1+ f111�I11lhIM�f111h11tlttttlttldlllliil�I��I�IIM�111llllllllllr11111n1i1n1 � j((��JI��u I�1rH � a , JUNE 2 t � 1992 I Install 8" tee, 8"' x 6" reducer, � 6" G-V. (rod toget�e ) , and 6" D. I . for fire sprin or vyztew BUILDING F S" D.I . pipe 48, 612 Sq. Ft. , 10 , Instal ' 8" MJ �x 24 IPT + tee w/ 2" plug for Inskall 8" MJ x 2" PT future P " meter r_•-••, w/ 2" plug f.or p ' ., „re W meter 6" Fig R jrfire ,I � ?natall F •H. 1 5tc�m 1 In:stalt 450 bend 1 \1 IF Install F.H. - V END PROJECT R � � - •, Install 450 bend BUILDIN 7 F ��/ • �� 8" D.I. pipe 37 , 187 Sq . f't . f t J - 6 o '!a Install r.ii. 11001, �~Install 8" t.ee and �pF 2 _ 8* BFy, s • MATERLAL LIST: •, f•. Item Quantity � O w 8" TJDI pipe, Class 52. . . . . . 1, 100 feet �•� j ��O 6" TJDI pipe, Clz sa52 . . . . . . 60 feek �\ '-6 8" MJ but+.erf ly valve. . . . . . . 3 c-ach r 80, MJ tee. . . . . . . . . . . . . . . . . . . 3 each 8 ! MJ x 6" Fly tee. . . . , . . . . . 1 each 8" MJ x 2" IPT tee w/ 2" plug 2 each On P. E. x 6" P . E. rv0,ucer. I each t 8" MJ 450 bend. . . . . . . . . . . 2 each 8" MJ plug. . . . . . . . . . . . . . . . . . 2 each ,;„ .'s• W. 6" MJ gate valve. . . . . . . . . I each ER BOONES FERRY ROAD 6" MJ x Fig gate valve. . . . . . I J Z Fire hydrant assembly: 8" MJ x 6" Fig tee, 6" Flg TIGARD WATER DISTRICT r. F1g G.V. , 6" Flg x Fig Install, F•H . ,� � , $pool, and Pacific States a841 S w COMMERCIAL STREET • TIGARD. OREGON 97223 fire hydrant . . . . .. . . . . . . . . 4 each TELEPHONE 1503) 6391554 $P�QIN pRwa�.� _ �. �t /•'� � -•-- -------- -- - - .�- -�.__ _..._ __------ WATER PROJECT Mnn,act• to', wasting � 'r ,• � OREGON BUSI'JI:SS PARK , Phase II O i ' S. W. Upper Bounes Ferry road Page 2 0f 2 pages RON-,f E ;an Iep P E J� - - ---••►---_ _ -- -- nistrator Scale l „ _ w , 3 July 1984 DURHAM ROD. BOONES EILY 9-1- 1. .1 1.4 OF 15 44 a•.: i1'`I . 1 1'I�I 1111111 Irl I 1(� 1+�) 1 1 1 1 t< 1 1 r I r r I 1 Ili ( f I I 1 1 r ( i 1 r 1 t I 1 1 1 1 1 1 1 1 1 11 111 1 I 1 I t 1 I 1 1 1 1 1 1 1 1 1 1 111 -- . _ ,, �' ll I IIIIlil11 � '�I � j � � � l ) � � � i � r � il ► � Illlil � � ililrli � rl ( rlr ilrlrillrlr � rl ;+} _" �_� + NOTE: IF THIS MICROFILMED t,,,,,,_� ._._ �_ . W,,,, 4 5 6 w 7 8 9 10 11 DRAWING IS LESS CLEAR TITAN THIS NOTICfi-E-1T IS DUE TO Df QUALITY CF THE ORIGINAL . DRAWING. _ - ---- -- - -- _ - -------- OE sz 9z iz OZ Sz t►z Ez Z2 la 02 61 BI t1 91 SI HI el o1 11 01 a' L 9 S ►" c z 1 " `� N11�III�IIII�IIII�IIII�IIIIIHH�1111111 t11111t1111t11111t�11N{NM�1 (tnrhrtlir r�tltur� III 11061- 77 JUNE � 24 ' N992 . .4 F " oc k 4 t `�tJ• r' y 16 f l v 15 IN INk i 4 �'• �1 I P FP A .. .... r ry 11. w. _•N � y r .f�.yy:wT.1f"rl,.a.:"•.v»•..JVP':.4MM'wrbNS' � "A`....1�1--. wl.J.'ww.wlrP•.»n n,,.•w.tMMr-.p...yp*.y...rv,.... i I fi y Yp• ��•,.w+..w"••d"'�"'r.w+lu..,.nw�w.trlMvnna.wl.a..,.r.�^ti►'^'..,..•.a... F DURHAM ROAD . DOCJNDE) E' " I-,Y ST 1. 5 OF 1. 5 , ^a j.,�.all►,.u., _.,y tNY';:r.rda^.- � .°tcq�{"-yM�� - - - w { "f �► w !OVAil 1 11111 ' lig " �i � � t' 1 �1 �1 I r I 1 r I t r r r .. �� '�� 1 j, 1 r � � I� 1 , I 1 r r � 1 , f�, 1 r (loll 1 1 116111111111 1 I'r I -. .. --- -- NOTE : IF THIS MICROFILMED .- 4 5 7 e s ro � I .. " DRAWING IS LESS CLEAR THAN —" THIS NOT I�"'TT IS DISE-- 'M QUAtfTY OF THE ORIGINAL solo of 62 BZ LZ 9Z S2 bZ EZ ZZ IZ 02 61 el LI 91 91 fl f I �'1 i l 01 6 9 L 9 S E 2 1 _ �•� '. •.,... .., �• •M...,..�.,... rI�1�1Ill�llll�llll�llll�lllllllif'iNl�l�l �If�tIN�11t1�11J1utH�1 i '•. •' • � w+ �tiitlN_IiNr1111111M11 ��f 1q��t � 1Iu11111�11111rIir�lli��l. lViUl� !l.I�II�l�i1N