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10300 SW NIMBUS AVENUE-3 1-- I SEE SHEET 3 FOR DRIVEWAY KEe.-RADIN6x / f� PLAN III = 40� v z To I I j uj W W L.vwow�eT ��� w LL IN Z 8 • rJ�j J 1 Id tVCjA �1MOz t ry—nQ0 LL W Z O u� NtK�NYt,'Ar� m � VES TO REMAIN AT U O �Z v j XISTINC•r DEPTH-ADDITIONAL rJ ;`� N VALVE CABIN& TO 13E ADDED AS NEEDED TO RAISE TO z a 0 GRADE �F_� DETAIL 5/2 Li TYPIC/a L_ ALL VALVES ;r I NOTES : I. CONTIZACTOR TO VERIFY LOCATION AFID ELEVATIONS OF EXISTIN6r, STRUCTURES AND UTILITIES. NOTIFY EN<-IINEER OF ANY D15CRF_PANCIES IMMI=DIATELY. 2. ALL WORK SHALL CONFORM TO THE CITY OF TIGrARD STANDARD DETAILS ANR SP IFI ATIONS. - - LIJJ _v,%AA e— 0, uj — vtn 1� VAA�V�'„`1�CL)" L, UW 1 � W1\\ O Ar ' � Q W CL Q ...:...:...:..:...:...:..l........................................................:...:...:......; ........................ .....;...:...:......:...:...;......... (� m Z z ....... ..........L O VIy....PT...AT.....•.... i ................. ..:.........: O.. . . (n • ELEV. Ita,I.•g5. . . . . . . . . . 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BOETTCHE- Z . . . . . . . . : : : : : CHECKED BY: : : : : : : : : ,.:�'� DC�.L. R.H.P, . I 8 ;...;...:... ................... REVISIONS: -CATCH -BASINS- L T CG?tiJ;JF_'GT:TO: E (ISTIW6G .. . . . . . . . . . ' :.... :...:...:...:..PiP. ..:...:......:...:...:...:...:...:....:...:...:...:...:...:...:...:...: ...................................' .�. . ... ....... .�• f G 4 THESE DRAWINGS ARE THE 7 PROPERTY OF MACKEN71V 6NO- ...................... ................................. .... .............................. INEERINO INCORPORATED i[(�n TO BE j... . . . . . . . . . DUCDEDIINK ANOYTMANNER.RX REPT . . . . . . . : . . . . . € . . . i I WITH THE WRITTENPERMIS- SION E MIS- T t SION OF MEI. SHEET ........................................................................................................... ..I...........•.......................... ........................................ ............ 4TBID. -SET ' JULY 26;: : 985: : a . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . ... � ...... .:...:.....................:...:...:...:...:................... .....................................................:...:...........:...:...{...:......:...:...I...:...:...:...:..�...................... OF 4 _ � I I Z JOB NO: ',2 $ 5n54� w OPN PERMIT NO. ,7,361-86 ,-T, mum • t ` .. j ._ .� _..... .` .� �� I ( I I I 1 I �'I I I ; __._ :- ....�.*rY•sx.�+�u:x.::•w�,►y�a'>_,M - -�r--�,+iprs; + Y {I �II` 1{1 III I�1 111 I�f 111 I I II1{111IIII{fillIIllIIIIII1IIII�111{1111111{IIIIIII{IIII111{111 111{rlllllt{IIII111I1111111{III I "' NOTE: IF THIS MICROFILMED �:r.rlrw 2 3 5 7 ® 9 1�0 1 1 12 DRAWING IS LESS CLEAR THAN THIS NOTICE; IT IS DUE TO QUALITY OF THE ORIGINAL DRAWING. ----- OE 62 BZ LZ 9Z GZ *2 EZ ZZ IZ OZ 61 $31 LI 9f of fel f.l Ti I I 01 6 9 L 9 S 1 E Z 1„•,*� '°..` rie+�-- �tNlllll{unlunluulnnlnttltnl{ull�llll{1111�IIN�1111�11w11�11m11rr1�tn�11111N11{III1�111I)1f�If�111f+11�t�11111111t�N11{IIII�IfIE�cll{th�glllt{Illl�lill�llll�lli<Illli�llll{IIII�IIII>11U1�f!11�1111�Ii11{II1111111{It1111111111U1H9lIW�IllI�1lU�Illlflll,lll{tlllllwlllf+ MARCH 30 19 92 I I l� O / G{/ r/ T 7 r � PPS - ENGLEWOOD \�hVE m TD-6 B-' - T APPROXIMATE LOCATI N C ER E� • TD `\\�`v_. `-'' O OF FAN _APPROXIMATE APPROXIMATE LOCATION TD_j - V 10 To-A, I O (MATE r 0 YEAR FLOOD PLAIN ` ' AP SOX aww WOODED AREA �� ' r a 1 s•2 /� / Z : * I � /.�/�/ PROPOSE O o BUILDING LOC(►TIONS / � \ ` /rte ,///�r f/I�`�/�%� � //l�,'%� /� � /� r i • /EXISTING HOUSc u ! l�llr �� /�/ r/��r • is ANO IJT ®UILDINGS r'i;! O PROPLRTY LINE SOUTHERN PACIFIC RAILROAD �Ec[PEM(E; FEET 100 0 100 200 OMA0%Cp EMIITLi "SITE STUO I' DOM KOLL DAT N,w,' KEY: �Y MnUfN11E/SAITC � ASS(n-IATf"� P.C. DATED APPIL if), 1978. • 80DINGS THIS INVESTIGAT104 TEST PIIS T- is INVESTIGArl1, PLOT P ' .. CPN PERMIT NO . 230--86 o eoplNcs. IN.[sTII.4.TIo• Mv pAMES d 0400NO 2 OF 19 — ..._...�__._._ ' f r' •..= _.,, •',�er.�.�.w.y..+• ; .., ......wr..- -•r..A, .._ ,� _ Pam. - ._. .. 01 .........,-.,, - _. . _.�.— _ PLA?-E _ _. .. s i� •.� 1,11 1 I If 1 �� 1 I+ 1 ..' ...� t." tet....' i'M� n - � . 4.y,{ .y.w„M... . ��d��ai �`���''S' 11F"6•�.f,�- .._ _ - •; t1tI7lIL 1� I I ��' e1e I�r l �1 �iTFp I l l l l r l1 1 1 ll1 1 ! 1 I. � � I I I - 2 4 5 s 7 9 I I .. -. ....,.,,..... ,, . ' NOTE : IF THIS MICROFILMED 1'O I� �..__.�.,. DRAWING IS LESS CLEAR THAN _--THIS NOT ICJr o•"TT IS DUF IT) QUALITY OF THE ORIGINAL .. �� . DRAWING. - - ------_ -- —--— --- r E 6Z BZ lZ 92 SZ bZ EZ ZZ 13 0z 61 of L 1 91 sl b I E e 21 11 01 6 a1 9S b E Z I >sarasa �, ..;„...:<. ._ _...,,�,�.,;.�;;,. ��!{Illlllllllllllllllllllltlltf�llftltlll �II�II�IIi�Nll�ui II `- II l I II ' MARCH 30 19 2 . ,,,,., � �,: �-.�. .. ".. . � I}�,�1tl�lt"Itlrt�rrrr�r�tttt�till111+IINIrIIt111tIt1�rItII1�H � lig►6#1�1�t11!ItIN1111111l�IUIIIIL�I111�11lillill��tt� Illluellelllllllll.11lllu -......"ar'ryr�----------••—.r-...,�---- .+-•�_._•--.-_.------"•_- . +Tri .. . ..at. K gga�yy,, r 9 f 1� P k: r CITYOF TI&ARD February 17, 1988 OREGON The Koll Company 8205 S.W. Creekside Place, Suite "D" Beaverton, OR 97005 Attn: Mr. Brian A. Lessler RE: City Street Opening Permit #230-86, Performance Bond [ear Mr. Lessler: :[n the matter of the Safeco Performance Bond (#5218965), in the amount of ninety six thousand one hundred twenty dollars ($96,120) this is to ,serve as a letter of authorization to exonerate Said bond. The City has no further need for it to remain in effect. Sincerely, Randall Wooley City Engineer a 13125 SW Hall Blvd.,P.O.Box 23397, Tigard,Oregon 97223 (503)639-4171 - --- MACKENZIE ENGINEEF' VG INCORPORATED �U mz L MACKENZIE/SAITO&A;; _)CIATES, P I_I 0690 SW BANCROFT STREET PORTLAND,ORFGON 97201 (503)??n 9660 (F,n:,)?.'n tl 7'N Date: February 15, 1988 Project Number 285054 To: City of Tigard — S.W. Hall Blvd. Tigard, OR Attention. John Hagman Project Name. Kol l_Tigard Phase II Please find attached: shop drawings _ plans samples specifications copy of letter change order _details _.calculations Number of copies: Description: /� ��fj LV_ —1 setRe roducable mylars--SW Nimbus street construction drawings_—_ --sheets 1 to 4 - r X X For your use For your review For approval XX As r,-quested / ►�`` (qtr REMARKS t Copy to: _ Signed: Dave LarsonLmd ___ _ ___ Mailed XX Delivered __.__..To be picked lip If enclosures en not AS noted,hrodly notify us of drive MACKENZIE ENGINEE' 'G INCORPORATED LIETTFEE `T 79�L, MACKENZIE/SAITO&ASbOCIATES, P.C. _11 ..1 0690 SW BANCROF7.THEFT POWU JG,OREGON 9720 ('03)2"4'TAP (503)224 9570 Date: February 11, 1988 Project Number285054 To: Cid of Tigard Attention: John H. Project Narne: SW Nimbus Ave. Extension Please find attached: shop drawings XX plans _samples _specifications copy of letter change order details calculations Number of copies: Description: set mylars street drawings - as built XX For your use For your review For approval As requested REMARKS: Copy to: _lc b: -4 .Jt e c w� Signed: Dave Larson/Jw Mailed Delivered _--_ To beick p ed up i II enClne Ula ere not as ncbd,hfndly noNly w of once (OREGON F TIFARD February 5, 1988 The Koll Company 8205 S.W. Creekside Place, Suite "D" Beaverton, OR 97005 Attn: Mr. Brian A. Lessler RE: City Street Opening hermit #230-815) Dear Mr. Lessler: This is sent to inform you that upon our receipt of an as-built mylar (from your engineer) for the reconstruction of S.W. Nimbus Avenue, the City will be able to close this project and provide you with a letf-Pr exonerating the project band. Provision of a separate maintenance bond will not be necessary since the performance bond (safeco #5218965) has remained in effect throughout the usual guarantee period in .lieu thereof. Sincerely, John Hagman Engineering Tecunician 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 riO3)b39.4171 ---------- - ----------- essl r�� �- ��s_ 75- t i�0LL 8205 S.W.Cmekside 1'la<:e Suite D Beaverton Oregon 97005 The Ko!I Company (503)626-3045 January 26, 1988 Mr. John Hagman Superintendent of Public Works City of Tigard P.O. Box 23397 Tigard, OR 97223 Dear Mr. Hagman: I am contacting you regarding our Koll Center Tigard project on SW Nimbus Avenue off of Scholls Ferry Road. We currently have a performance bond in place for the work performed in the Public Rights-of-Way. It is my understanding that work has been ficial inspected and accepted by the City of Tigard. Therefore, I request exoneration of the bond at this time. I understand that a one year maintenance period exists during which we are required to maintain a reduced bond amount. Since i am not sure of the accep�ance date of this work, I do not know how long this maintenance period has currently run. Please advise me of the time period and amount for such a maintenance bond. 1 will put this in place immediately so that we may proceed with exoneration of the performance bond. Thank you for your assistance in this matter. Sincerely, THE KOLL COM ANY Brian A. Lessler Development Project Manager. BAL/bn Enclosures cc: Chad Ward Division of State Lands P^ it No. _ 4275 1445 State Street�l�� aL Permit Type Removal Fill Salem, OR 97310 �� �� Waterway Fanno Creek Phone: 378- 3059 (�� ��4A County Washington Coun v 378-3805 +\ l` ���?P��p Expiration Date October 4, l9g HE , OLL COMPANY IS AIJTiiORIZFD IN ACCORDANCE WITH ORS 541.605 TO 541.695 7b PERFORM 711E OPERATION; DES RIBLT) IN THE ATTAGIED COPi' 017 THr APPLICPTION, SUBJ TO � SPECIAL CONDI'I�ONS LISTEM ON ATTAG ENT A AND To THE FO NG GENERAL CONDI ON : - I. This permit does not authorize trespass on the lands of others. The permit holder shall obtain all necessary access permits or rightL�-of-way before entering lands owned by another. 2. This permit. does not authorize any work that is not in compliance with local zoning or other local , state, or federal regulation pertaining to the operations authorized by this permit. The permit holder is responsible for obtaining the necessary approvals and permits before procee( ing under this permit. 3. All work done under this permit must comply with Oregon Administrative Rules, Chapter 340; Standards of Quality for Public Waters of Oregon. Specific water quality provisions for this project are set forth on Attachment A. 4. Violations of the terms and conditions of this permit are subject to administrative and/or legal action which may result in revocation of the permit or damages. The permit holder is responsible for the activities of all contractors or other operators involved in work done at the site or under this permit. S. A copy of the permit shall be available at the work site whenever operations authorized by the permit are being conducted. 6. Employees of the Division of State Lands and all duly authorized representatives of the Director shall. be pa mitred access to the project area at all reasonable times for the purpose of inspecting work performed under this permit. 7. Any permit holder who objects 0 the conditions of this permit may request a hearing from the Director, in writing , within 10 days of the date this permit was issued. NOTICE: If removal is from state-owned submerged and submersible land , the applicant must comply with leasing and royalty provisions of ORS 274.530. If the project involves creation of new lands by filling on stage-owned submerged or submersible lands, you must comply with ORS 274.905 - 27� )40. This permit does not relieve the permittee of an obligation to secure appropriate leases from the Division of State Lands, to conduct activities on state-owned submerged or submersible lands. Failure to comply with these requirements may result in civil or criminal liability. For more information about these requirements , please contact the Division of State Lands, Waterway Leasing Office, 378•-3805. i Ed Zajonc, Director '� Jt 11 44 IE \K) Oregon Division of State Lands 1 10 198 --- F TIGA00ober 41985 _ Aut rzecl \gnature FLANNING DEPT atc-Ts'su`e.d^ ' 1 ATTACHMENT A Special Conditions for Material Removal/Fill Permit No. 4275 1 . This permit authorizes the removal of up to 7,960 cubic yards of material and the placement of up to 7,960 cuuIc yards of fill material including rock riprap in Sections 34 & 35, TIS, R1W (Fanno Creek, mile 6.8 to 7.2) to elevate Nimbus Avenue above the 100 year flondplain and excavate an area to compensate for lost flood storage volumes as outlined in the attached permit application, map and drawings. 2. Turbidity increase shall be limited to 10% increase above Eackground as measured 100 feet below project. 3. The operation shall be conducted behind a b r•m or eave strip sufficient to isolate the operation from the free flowing s tam. 4. Waste materials and spoils shall be placed above the bankline. 5. Turbid waste waters from the project shall be provided adequate settling time. 6. The stream shall not be diverted from the natural bed. 7. All potholes or removal pigs shall be leveled at the end of the season's work. 8. There shall be no ope;-ation of equipment in the active flowing stream except to connect the newly dug wetland into the existing stream. 9. Only clean, erosion resistant rock from an upland source shall be used as riprap. No broken concrete or asphalt shall be used as riprap. 10. Riprap shall be placed in a manner that does not appreciably increase the upland surface area. I 11 . Areas of streambank disturbance not covered by riprap shall be seeded or planted with grass and/or legumes and trees. 12. Removal of existing woody vegetation shall be mini nal. 13. The Division of State Lands retains the authority to temporarily halt or modify the project in case of excessive turbidity or damage to natural resources. October 4, 1985 MACKENZIE ENGINEER 1 INCORPORATED L���'1 �� � � e��] []�f'U�,;L MACKENZIF/SAITO&ASSOCIATES, P.C. L JI___ 0690 SW BANuHVf T STREET PORTLAND,OREGON 97201 (503)2249560 (503)2249570 Date: September 2, 1986 Project Number_285054_ 1b; City of Tigard ---- 13125 _ .13125 SW Hall Blvd_._ Tigard, OR 97223 Attention: Bob _Thompson_ Project Name: KQl lTgard II Please find attached: _`shop drawings plans _samples specifications copy of letter change order _ details _ calculations XX_ Report Number of copies: Description,: 1--S-et- Inspelai_GrL- Report- --- --- _ -- --- - —�. XX For your use For your review For approval XX As requested REMARKS: Reports through July 29th for your files--more to follow. Copy to: -- Signed: Dave Larson/mdd Mailed _ Delivered To be picked up If enclosures are not as ne!*d.kindly nulfly us of once DAILY FIELD REPORT JOB NO _D-yicrL. PAGE FR EC1 ,NAME �— nF �— n CLIENT OR jJwNE , DAILY FIELD REPORT SFOUENCE NO. GENERAL LOC ION OF WORK OWNER OR CYENTS�REPRESfN IYA-IV lr DAT DAY OF WEEK GENERA CONTRACTOR CONTRACTOR PAIIECT ENGR r k"�. "_ TplP OF WORK GRADING CONTRACTORS SU RINTENDENT OR FOREMAN SUPERVISOR SOURCE AND(?fSCRIPTION OF FLL MATERIAL WEAFHER TE NICIA 7 l= t- w , �Ln/ � may,✓ -" :L / L KEY PEPSONS CONTACTEDICr jI Eo y,Arch4cl,Dev@j0p(.., FIELD TESTINGREFERENCE CURVE TEST —• _ NUMBER TEST LOCATION ELEVATION DRY MOISTURE ,. OF COMP MAXIMUM OPTIMUM - MAXIMUM CRY MOISTIA f(IMMI NTS DENSITY CONTENT DRY r.URVF un ecu III % DENSRY CONTENT f— DENSITY NO Ibs is FI 7. C c, _ C JE-iE OESCRIBF EOUIPMENT USED FOR HAULING, SPREADING, WATERING, CONDITIONING, ANC, COMPACTING NOTES IDhCribe work Compl"Od 6vinq IM day, any problemi Intl Inrn jul,om) v Ic 'stax�, ep •C . � ,."C4'_ l��J� 1��s� A '•r CONT,NUEI CJ WHITE COPY TO UUR FIELD FOLDER RF ORT er " CANARY Copy SENT TO CLIENT PINK COW TO PROJECT ENGINFFq COPY GIVEN TO ( . RITTENHOUSE - ZEMAN & ASSOC. �— FOUNDATION ♦ND 601191 rIVGInI[[IMNG. GKILOGY' -- DAILY FI E LD REPORT DAILY FIELD REPORT JOB N0 0 - 4/140 PAGE 1 nl 1 FRO)EC T /SMI Z / i; CLIENT OR�OWNE %7/ DAILY FIELD REPORT SEQUENCE NO GENERAI. LOCATION OF WOFJJ OW R OR CLIENTS REPRESUN TIVE L DA)E b4Y OF WEEK '' � c/.� ZS (p YYl�71. GENqL CONTRACTOR GRADING CONTRACTOR PFJWECT ENGR TYPE OF WORK GRADING CONTRACTORS SUPERINTENDENT OR FOREMAN SUPERVISOR OL J �l cam, �, ' SQVRCE AND DESCRIPTION OF FILL EWA \ WE I]HER T HNICIA�/ / n' ee KEY PERSONS CONTACTED(Civil Ener,Arch kc Developerorod FIELD TESTING REFERENCE CUiiVE TEST % OF MAXIMUM OPTIMUM ZEST LOCATION ELEVATION DRY MOISTURE COMP COMMENTS ldlwAHER MAXIMUM JftY MOIST DENSITY CONTENT DRY CURVE 9ENSfTY CONTENT Ius/cu h % DENSITY NO IDs/a N X i -- �D „Y h. i Ld L DESCRIBE EOUIPMENT USED FOR HAULING, SPREADING, WATERING, CONDITIONING, ANO COMPACTING NOTES (Dexribe work competed dvPnp Ine day, any problems and their solution) — � 7 n A -- a CONTINUED O to WHITE COPY TO OUR FIELD FOLDER REPORT By CANARY COPY SENT TO CLIENT ❑ COPY GIVEN TO ___ ,/ ►//�j// PINK COPY TO PROJECT ENGINEER c� RITTENHOUSE - ZEMAN S ASSOC -. DAILY FIELD REPORT FOUNDAYION AND 11"Otl.6 F.NGIN[FRING GF(1LnCly DAILY FIELD REPORT JOB NO PAGE Iof PRO'ECT NAME -L-IEN1 OR OWNER DAILY FIELD REPORT SEQUENCE NO. k - F t V-0 L L_ _ GENERAL LOCATION OF WORK OWNER OR CLIENTS REPRESENTATIVE DATE DAY OF WEEK GENERAL CONTRACTOR GRADING CONTRACTOR PROJECT ENGR ILO L L co fAIP i grr-�,V I'l -- — ---- TYPE OF WORK GRADING CONTRACTORS SUPERINTENDEN' OR FOREMAN SUPERVISOR SOURCE AND DESCRIPTION OF 'ILL MATERIAL WEATHER NOT- TECHNICIAN DN SL it C kr S�fM�Y SLl.7" g RwkN w �-/1'' f!sl ✓ 7, KEY PERSONS CONTACTED(Civil Ener,Architecf,Developer,ei FIELD TESTING REFERENCE CURVE TEST o OF MAXIMUM OPTIMUM TEST LOCATION ELEVATION DRY MOISTURE-_ MAXIMUM COMP DRY MCNSTL COMMENTS "HER MAXIMUM r.ONTENT CURVE (J IlS P Ib%�ca H % DRY NO DENSITY CONTENT S1,✓ T� Pf1ASL j[ DENSITY Itis hou ft xr �- cAc �b s' ( 3s L I vl� DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING, WATERING,CONDITIONING, AND COMPACTING NOTES (Describe vxwk comolrfrd during the Jay, any problems and they solution) kr ce �kxr-&mPV4 CrcL61; es Vf�f�S 1Libi� TF��A�yrl�Yr- In�t.S7_—�•[" �F .S/L' /VaiVl6CGS. k�c" �.Q_ yc �Gl,_,0 ✓/�.`�� F,L,,; c�� c���n/6-- _tCL S��OS Fti� FU�i.o��'=- -Lfi� ,O�- S c 1^14fymF L1 _� cur s N Y SLLT- �_�, P N-7kS-6L � l-LGr rs !� Rur fl,� �_a�� A rkCN�U�v_�►v T?f�y^_►�e�r�5t�.c t- �RuILf- FA &Ai7,Ab— jVn V� Ab tiC7 _-Jqjvf�--- L -�p Vic_ Fo/-_'- Qft,s As LL 41, ht - fib' L'FPTcoN71NL'FDr WHITE COPY TO OUR FIELD FOLDER RFPORT BY 7 m CANARY COPY SENT TO CLIENT ❑ COPY GIVEN TO ____- C PINK COPY TO PROJECT ENGINEER r RITTENHOUSE - ZEMAN & ASSOC. -- DAILY FIELD REPORT Fn VNf)AT1ON AND BOILS ENOINEERINO. GFOLOOY i D1' '_Y FIELD REPORT .O9 nqtqL i z -o 2- .,c_T NAME CLIENT CR OWNE°1 DAILY FILO acraT SE.:.E'JC_` '•� fir. A P"-S&7T X o c L _ ORAL LOCATION OF HDRK Ow N E R OR CLIENTS REPFESENTATIvE -T CAY c- %EEK GENERAL CONTRACTOR GRADING CONTRAZTOR cor.L TYPE OF WORK GRADING CONTRACTORS CONTRACTORS SUPERINTENDENT CR FOREMAN Ai� r1te - (l-�Y I''•&41� C YL— . SOURCE ArID DESCRIPTION OF FILL MATERIAL WEATHER DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING, WATERING, CONDITIONING, AND COMPACTING F-0#0 6 TTS(-k . S7')(S'T,"*,M sNt.hFsFT, w1CM.'' S' S►�L'o7ft0�4wf,vtx^cr1�� sK�f�'uF��,O c��M►;�c.T[� s cAI>ITr, L T1rL1cS ft-A-,ALfv+ C'-X-=- NOTES (nevnbe roti competed dung IK Coy, any prnblems and rnev solulic_il r-0— f:JC , i f c c F'Ltis ' f✓� 9s_ EP_F�_ cI61'b�a�st� TD P� l X RSA za�li sT� cc_ u�/ .�._� N� 1� cru�Q�sA.c.._ CP r�AFBr; foic& upAte`-Ifs Ty FPQQ FAX LL- CE-L-T_oa- L ATE 9 At-A) d.4-b- soFr > p/:T0 F ra Arm ti) o F1.lt.Lcl�swxw/ �! 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AND e01LO [N011141r(AIII nFMI nnv DAILY FIELD REPORTJOB NO o -`f I PAGE of Z PRQIECT NAM���L`,l1 PH CLIENT/AOR/ 'OWNER DAILY FIELD REPORT SEQUENCE NO. o0— IAV w __ GEN RAL LOCATION OF WORK OWNER OR CLIENTS REPRESENTATIVE DATE DAv OF WEEK oP- GENERAL CONTRACTOR GRADING CONTRACTOR °ROJECT ENGR "LL- /''�j- -- - TYPE OF WORK GRADING CONTPACTOR'S SUPERINTENDEN" r1R FOREMAN SUPERVISOR am ILs ;OURCE AND DESCRIPTION OF FILL MATERIAL WEATHER I TECHNICIAN KEY PE.RS04S CONTACTEDtCGeil Engt,ArCh,W.f,DeveloI)v,et FIELD TESTING REFERENCE CURVE TEST % OF MAXIMUM OPTIMUM 'I MBER TEST LOCATION ELEVATION COY MOISTURE MAXIMUM COMP ERY MOIST (-OMMFNTS DENSITY CONTENT DRY CURVE DENSRY CONTENT -;w .* P Ins/cu h ti DENSITY NO Ibs/ai It % ( +00 ��S�.R - I of I q �_ lu I o 2 op I' _AfhMric> l00 _ Lo 0It y o 1064 D l� It 157 .I g uue�rac rA+ _ 99 14 1% It _ DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING, WATERING,CONDITIONING, AND COMPACTING NOTES (Desmbe wore completed dving the ooy, onv pfoblems and their solution) r�r V� A e ✓I� 1� Ar :; 3 u �- nn�� PIS.&b�-�i1/Fu. r.-Il v ry V�c 5 r v� P-QLL zs �. ��r�� ��w?"r0 sl"' owyr-b TV FL9-ST Wl."'I�C�. _r S f2UFf1JLr_IE A-Nd APrt A-P-S _ SIA 7 SFy4c7' `� fit-F kPIP P-7 A-b rko 1'1 r-zez-r i►�►r� v _ �a acs TH 1��-t *�! S I�t� p�-Y r�E�r`r.�-L w'tl-cr�. ��c_►._ray� .4_�E'&cz €arc./ wf►o'wPs tlX�J Jvt-o>T S��`sl�!'� �L✓y-__�Yt� a l2 S v���--��_. � t Mac PE rtj$(4 ! e r- j f- bAAf 1 Opt/ LrT _ CONTINUED C] REP R1 P WHITE COPY TO OUR FIELD FOLDER m CANARY COPY SENT TO CLIENT [7jCOPY GIVEN TO P14K COPY TO PROJE:T ENGINEER RITTENHOUSE - ZEMAN R ASSOC. — DAILY F) LD REPORT r ,-vMA+InN AND SOILS FNGINPrFRINr rWrtnMV Df Y FIELD REPORT L9 -- i 44 �o y 1 d I :8 -.1 -W-tIE ^ CL,ENT -R +VNF DAILY %Et.D acyaT SE—ENCE '•) GE'•ERAL LOC I OF WORK Ow�R OR IE�Ni REP SF,N1ATtYc)r 1C, E Car Cc h'_Ex GENE L CONTRACTOR GRADING CONTRACTOR TYPE OF WOR Gam' x GRAOINC_CONTRACTOR SUPERINTENDENT OR FOREMAN 5?$MCE AND OESC ON OF FILL MATER+AL w ER DESCRIBE EQUIPMENT USED FOR MAULING, SPREADING, V ATERING, CONDITIONING, ANO MPACTING NOTES (Dexr.be tart comPle+ed dvinq the day, any Problems and their wlulion) aw^ eelIt ve . _ 1 j / �axvol � - _ ��- Ap �.Y _ r 0 "MITE COPY i0 OUR FIELD1;t.P FOLDER J CANARY DOPY SENT TO CLIENT O COPY GIVEN TO _ !> PN-( CCPY TO PRQIECT Er:GINFFR RIITENHOUSE - ZEMAN & ASSOC. DAILY FIELD REPORT r(it .nA r.no. . .0 AOIL 5 C9,10 INC CAira; r►ni 'Inr DAILY FIELD REPORT JOB NO PAGE CI J N;/ OR (yWNER' DAILY FIELb REPORT SEOUFNCE NO GENERAL LOCATION OF WORK OWNGq OR CLAP NT DATE DAY �OWEEK GEN AL CANTRACTOR GRADING CONTRACTOR P ECT ENGR L TYPE OF WARY GRAONJ/G7 CONTRACTOR S SUPERINTENDENT OR FOREMAN SUPERVISOR 6OURCE /1ND SIPTION OF FILL MATERIALf WEATHER ,1 TE NI / ALJ ff!".�.7�.�w�' - •�^5�.., KEY PERSONS CONTACTED(Civil Enpr,Arthlte lw.minpwWj FIELD TESTING, REFERENCE CURVE TEST "1" OF MAX IMUfA OPTIMUM NUMBER TEST LOI:Alti7N ELEVATION DRY MOISTUREMAXIMUM "(IMP CRY MOIST COMMENT; DENSITY CONTENT DRY CURVE DENSITY CONTENT Ins/cu ft '% DENSITY NO In/cu It % 7 . lek }�f,,•s� ll��-"�--' �" 0.'i - �, — -- DESCRIBE EOUIPMFNT USED FOR HALII.ING, SPREADING, WATERING, CONDITIONING, AND COMPACTING NOTES (Descntm Iwvk completed dump the doy, and problems and then lolulion) 4L - f / 9 _ e CONTINUED ❑ WHITE COPY TO OLR FIELD FOLDER REPO BY to CANARY COPY SEN1 TO CLIENT ❑ IOP, GIVEN To r, PINK COPY TO PROIECI ENGINEER _ ISI' RITTENHOUSE - ZEMAN 8 ASSOC. — DAILY FIELD REPORT Fff SIN tyATI()N ♦,Ifl nf11' 1 ENGiNFFttIN�j r,If.L(1,1V DAILY FIELD REPORT JOB NO o n f PAGE PR ECT NAME CLIENT (TW ( 7 DAILY FIELD REPORT SEQUENCE NO GENERAL LOCATION OF W K OWTENT$—RFPREOtNTA OAT — DAWEE1t GEN Al CONTRACTOR GRAOI�G CONTRACTOR JECf E N G R TYPE OF WORK GRADMKi CONTRACTORS SUPERINTENDENT OR FOREMAN SUPERVISOR r 1LR�Ci:E�AND pE5 P?IpNFILL MAIAL Wt HER NICI l 1 KEY PERSONS CONTACTEDICIvII Enpr,A-cnl . Ckveloper FIELD TESTING REFERENCE CURVE TEST TEST LOCATION ELEVATION DRY MOISTURE OF (OMP MAXIMUM OPTIMUM (OMMFNT'; NUMBER DENSITY CONTENT MAXIMUM CURVE DRY MOISTURE OR CIE NSRY CONTENT Ib5/Cu N % DENSITY NO lbs/cu It % 7. '12, DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING, WATERING, CONDITIONING, AND COMPACTING NOTES (Describe wror% compkFed during the day, any problems and their solution) fir/ J low -041 i i C- CONTINUED O WHITE COPY TO OUR FIElO FOLDER REPORT Fly CANARY COPY SENT TO CLIENT (] COPY GIVEN TO PINK COPY TO PROJECT ENGINEER �^j< ---, RITTENHOUSE - 7EMAN & ASSOC. - DAILY FIELD REPORT i"C"JNnAT ION •N[i Fnll6 FNGINFFRINO. fiCOl.00Y DAILY FIELD REPORT JOB NJ D -y/q n PAGE / PROJECT NAME CLIENT 'OR WN `AILY FIELD REPORT SEQUENCE N0. GENERA(. LOCATION OFP_ORK OWNE:g,OR ��3�Z=ENT E OF WEEK -� GENFRAf CONTRACTOR GRADING CONTRACTOR PROECT ENGR r' A TYPE OF WOFjK GRADING CONTRACTORS SUPERINTENDENT OP FOREMAN SIJPERVI;OF RCE A D DEpe6IPTION OF FILL MATERIAL W 44HER TF NICIA •� -� , KEY PERSONS CONTACTEDIC-1 Fngr,ArE1.tec veloDer,eR L� FIELD TESTING REFERENCE CURVE TEST TEST LOCATION ELEVATION DRY MOISTURE b OF COMP MAXIMUM OPTIMUM COMMENT, NILIMBER DENSITY CONTENT MAXIMUM CURVE DRY MOISTLHF DRY DENSRY CONTFNT Ibs 2u h % DENSITY NO lbs 2u ft % DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING, WATERING,CONDITIONING, AND COMPA(_TING I NOTES (Describe work cnmolefed during the day, any wbbtems and then solution) 1 ode ok L��- ,G 2 `,.rte-s�:!�__,� � ..� - ' • ��� v a CONTINUED ❑ WHITE COPY TO OUp• 11) FOLDER � REPO T BY m CANARY COPY SENT lb CLIENT [] COPY GIVEN TO _ PINK COPY TO PROJECT ENGINEER RITTENHOUSE - ZEMAN & Assoc. — DAILY FIELD REPORT FOUNDATION AND SOILS ENGINrFA'N6. C3EOLOOY DV .Y FIELD REPORT "I NGE ` CLIENT WRIER DAILY F,ELO RCP^RT SESUEvCE •0) -N AL LOCAL, N OF RK OwNE C CNTS E ESENTA LSE Car CF %EEK k,L CONTRACTOR GRADING CONTRACTOR TYPE OF WORK GRADING CO TRACTORS SUPERINTENDENT OR FOREMAN CO URGE 4ND D C IPTI N OF FILL .MATERIAL wEA,MER OFVPIRf' EQUIPMENT USED FOR HAULING, SPREADING, WATERING, CONDITIONING, AND COMPACTING NOTES IDewribe . % comprfed dvin9 the day, any Drablems and their solution) ?int �]� -7 �tlic. c/ ot ae- L41 W4, 1-2 v 401 �E� 1---_-- °*')A- a - -- � �;CNTIl.,,ED ❑ NHITE COPY TO OUR ililp FOLDER Rff CANARY COPY SENT i0 CLIENT 0 COPY GIVEN TO PNK CCPr TO PROJECT ENGINCER RITTENHOUSE - ZEMAN & ASSOC. DAILY FIELD REPORT /.7llh fl�� f�h •�.[,) 119011,44tNGINt'CN.NA ripnt M v DV Y FIELD REPORT CLIENT -R jF%7 OaiLr f Et.D p=raT SE_�cvC£ •.) LOCaT'.ON OF ORK OWN OR DENT RE FESENT /E ''� E r-y AEER CE.NF.RV CONTRACTOR GRADG CONTRACTOR TYPE OF wORly GRADING CONTRACTORS SUPERINTENDENT �i FOREMAN 2�_ c. . RCE aN0 DESCRI TION OF FILL MATERIAL wEATNER, DESCRIBE EOWPMENT USED FOR MAULING, SPREADING, WATERING, CONDITIONING, AND COMPACTING 'COTES llrv- ,he wmN compwed dum91he day, any problems and then sowtion) �� _ __���A � n�Qui J►zP 00, je vv "t--Le- Q' a 4 e-11 24 Ll ' U J NRITE !'OPT TQ OUR FIELD FOLDER BrCANn y CQpT SENT TO CLIENT ❑ COPY GIVEN 10 P4K C '+K COPY TO PROJECT ENGINEER RITTENHOUSE - ZEMAN R AYSOC. DAILY FIELD REPORT e )i.r,Cl�� lh ♦n•V SO�L9 [NGiN[f Rr.,r r'.�,�. �lv DAILY FIELD REPORT o PAGE ' .ae � nl PRCu f N ME CLIENT CSR 0,'�R ^ DAILY FIELD REPORT SEQUENCE N0, GENFRAI. LOCATI tl OF W K OWN'-OR CUENTs ,L/RFFP/SENTA�TII DAT pA��O�'WEER ' GRECT ENGR GEkER CONTRACTOR GRADING CONTRACTOR(,/�,L - pEyYOgK GRADNaG CONTRACTORS SUPERINTENDENT OR FOREMAN SUPERVISOR — ti / — T N�I,C I A SOURCE AN DESCRIPTION OF FILL MATERIAL W E AHER �/T KEY PERSONI CONTACTED(Civil Ener,AV (,Developer, FIELD TESTING REFERENCE CURVE % OF MAXIMUM OPTIMUM TFS7 MMENTS TEST LOCATION ELEVATION DRY MOISTURE Mp MAXIMUM DRY MOIST( NMRER DENSITY CONTENT DRY CIIRVF CRNSD Y CONTENT Ibs/Cu It %. DENSITY NO lbs/cu It % Joe DESCRIBE EOUIPMENT USED FOR HAULING, SPREADING, WmTFRING, CONDITIONING, AND COMPACTING NOTES (Describe wIrk cnmpleled dvmQ the dov. any problems and their snluhon) CONTINUED ❑ ^ RF PORI WHITE COPY TO OUR FIELD FOLDER �`�',L'��. m CANARY COPT SENT TO CLIENT ❑ COPY GIVEN TO _— PINK COPY TO PROJECT ENGINEER C RITTENHOUSE - ZEMAN & ASSOC. - DAILY FIELD REPORT rOUNOAYION ANO SOILS [NGIN[[RING. G[OL.OGY Dl FIELD REPORT 49 0-4t/ .--�•-�.:'T •;c•nE CL'Ev�1/t�R ,Ea DAILY F-ELD P:--4T ,j-JNC`. '•) GE'.ER•1l. LOCa7OF ORA OW NF M LIENTS RE PIPE5ENT A471E —�� C:•rE l'-r ..�E.• CIE NEL CONTRACTOR rPAOING CON TPAC TOR TYPE — WQ�i K,� GRApN4 CDNTRACTORS SUPERINTENDENT LIR FOREMAN JRCi- AND DEFI IPTION OF FILL MATERIALWE THf_R e DE SCJ BE IQUIPM E NT USED FOR HAUL'NG, SPREADING, WATERING, CONDITIONING, AN COMPACTING NOTES (Co-sr,be rorM comok"ed d—ng the day, any WobkmS and then eolutiun) 4" ' > -� - _��r ~ DO atm - .•�^ 112 -- - �� ---- - 12 . 1 ffrl•..Eo 0 AVHIfE roar TO OUR FIELD FOLDER of PY CANARY COPY SENT TO CLIENT ❑ COPY GIVFN f0 P•NK C';Py TO PRrLECT ENGINEER ) RITTENHOUSE - ZENIAN $ ASSOC. DAILY FIELD REPORT DP ' Y FIELD REPORT C9 CL ENT R DAILY F'E'-') aEa;vT SL:,A'jCE .� GE'.ERAL LOCATION 0 RK OwNOR eCUENTS ?'; FNJTj�y -5 f C C'_ *EER 00' ( i i GE AL CO TRACTOR ORAOI,G CONTRACTOR YPE OF w RK GRAD CONI RACTORS SUPERINTENDENT UR FOREMAN UfR RCE AND DE PTICN OF FILL MATER l wrEhTHFR OF'CAE EQUIPMENT U FOR HAULING, SPREADING, WATERING, CONDITIONING, 4Np COMPACTING NOTES (Describe r k compered dvm0 Ythe do � . any DroOkm� and roto wluhml ,tel/ �'T� (��Jam._ •- - �o- .�?'s,�i�s�� ��� /�/7�?Zss� -_.-- 1 ol 41 el --PAC g 01 t tiNTr.',EO ❑ NHITE COPY TO OUR FIELD FOLDER Rf11 .3Y CANARY COPY SENT TO CLIENT C1 COPY GIVEN r0 P'NK CSPY TO PR(I)ECT ENGINEER Rig t�':NHouSE - ZEMAN 8 ASSOC, --- DAILY FIELD REPORT lo�.wDar �r., a•.n noir s /N(}IN!l AiN(: r.►n� n-r. DV Y FIELD REPORT d T9!.4E � CL EVi OR r ER, / DAILY F-ELO QrraT SE' E tCE •� GE.ERat LCCaTION r.F ORK O'NNF OR IENTS RE Erre Car �Y C:, hr� — GEN L CONTRACTOR GRADING CONTRACTOR TYPE OF WORM GRADING CONTRACTORS SUPERINTENDENT OR FOREMAN RCE AND ES TION OF FILL MATERIAL WEATHER UE IBE EOUIPMEN! USED COP HAULING, SPREADING, WATERING, CONDITIONING, AND COMPACTING M NOTES IDescr+a! rarlt Completed during the day,any Droalems and their solution) �� l s - _ rL•z.�_-���_�--�'�s-mac Crlh•,,EO 0 "'TF COPY TO OUR FIELD FOLDER RFP,-,Rr dy n '°NARY COPY SENT TO CLIENT F" TO PROJECT ENGINEER COPT GIvF.N r0 R1 IENHOUSE - ZEMAN & ASSOC, '"kJNbAYioDAILY FIELD REPORT N A..o 0O,LS �NOtNt[IIItN6 nrnl ,,, DV .Y FIELD REPORT �-yam �- T nE LIENT CR wNER DAILY F-ELD R=rRT 5E_'-E'1C-` '•) �'` —��j•'��— GE%ERAL LOCAfIQN OF ++ K Ow OR I_IENT REPFE` llTlljf C'i Jz- EEK GEN CONT ACTCR GRADING CONTRACTOR TYPE OF w GRADING CONTRACTORS SUP'FRINTENOENT ti FORFMAN -URGE- AND DE _ IP ION nc FILL MATERI -- wEAT —' DESCAIR EQUIPMENT USED FOR HAULING, SPREADING, WATERING, CONDIUCININC, AND PACIING NOTES (De�rite ,gar► comowfed dump the day, OnV Plonkm$ and Ihei. SOIuhOn) Al , -,e-L a NTI•,.EO O MNITE COPY iQ QUR Flf{,D FDI_DER rANARr COPY SENT TO CLIENT [j COPY GIVEN TO _. _- - .-- — — —� J4a P'•1K CGPY TO PROSECT ENGINEER RITTENHOUSE - ZEMAN L Assoc. DAILY FIELD REPORT /l�\IN[l.IIN �'•{) 11019 CNp'NCC�1i Mr.r�l ' l♦ DV Y FIELD REPORT klE'lEFVAL DAILY F,Et_DRAL LOCA ON OF .v0 OwN;j OR LiENrs REPK�rATIvE Car C- AEEX QCONTR4 TOR GRADING .LONTPACTOR .SSI��.. TYPE OF w�It GRADING CONTRACTORS SUPERINTENDENT OR FOREMAN �APJR,PTiON C'F FILL VAT ERIAL T1+ER DE RISE EOUIPMENT USED FOR HAUL"NG, SPREADING, WATERING, CONDITIONING, ANO K PACTING NOTES (Dowfiae wy► comc�wwe�e'd dvmq IM day, any Problems and Inen solution) Ile h RITE COPY TO OUR FIELD FOLDER ?' CANARY COPY SENT TO CLIENT ❑ COPY GFvfN TO __._ _ _ _ __ _ P rIM C'PY TO POMECT ENGINEEI' Rl f II NHOUSE - ZEMAN & ASSOC. DAILY FIELD REPORT • •. ... MOIL s [N61N�1'AINA r.rnl nn. 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CON 01 TIONI NG, ANO COMPACTING NOTES (Dew,-be +ark complexed dv-mg"W day, any problems and the., solo.on) lb p 'rlin•r.EO O wHItE COPY TO OUR FIELD FOLDER RfPr f 9Y n t "ANARY COPY SENT TO CLIENT ❑ COPY RIVEN f0 __ _ -_- (/L/ _ "JK CC.'Y TO PROJECT ENGINEER 4A i� t f� — RITTENHOUSE - ZEMAN & ASSOC. � DAILY FIELD REPORT r,lurvn•rt�r. ♦•.0 AOR1 e�•GiNef lli nix GI �� n,�r DPj'_Y FIELD REPORT �C9 lix=c E T 1G'AE CLIENT C O OAn_r ESD q=; 9i SE_'j ICE '•) GE•.ERAL LOCATION OF WOR Owt R ORL�LIE/NTS REPT, E ATIVE E �p Ca SEER �� GENE CCN RACTON GRADING CONTRACTOR �F TYPE W K GRADNG CONTRACTORS SUPERINTENDENT OR FOREMAN r~' sok CE AND Q RIPtION OF FILL "MTERIAL r��AHER DESCRIBE E MENT USED FOR HAUL---, SPREADING, WATERING, CONDITIONING, AN COMPq,TING NOTES lDeimbe warn eonlpWed dv.nq tM day, any DrabOrne and the,. wlunonl aivO &4- Odd Fin o �j F-r ti � _ a,,r,y J /ne 4 t u,"r s I D C7 r•• uI I I i *0411E COPY TO OUR FIELD FOLDER � CANARY COPY SENT TO CLIENT ❑ COPY GIlE.N t0 P"IK CCW TO PROIECT ENGINEER RITTENHOUSE - ZEMAN 8 ASSOC DAILY FIELD REPORT 11UNOA T-pN •••lj 1101L! 4t PjG 1Ne 11piA•1� IRM i Dk" .Y FIELD REPORT ,:_nE CLIENT yR 3 OA,Lr FELD aT SL_3'+` '•` GE'-ERAL LOCATION OK WORK OWNER OR CLIENTS ITIF'�� -ENO TIVE =r C1+ GEN Al- CONTRACTOR GRADING CONTRACTOR TYPE OF WORK GRAONG CONTRACTORS SUPrRWTFNDFNT oR FOREMAN _d. _ems URCF ANTI (DESCRIPTION OF FILL MATERIAL. IMT,.EP DESCRIBE EOU,PMENT USED FOR MAULING, SPREADING, WATERING, C_ONOITIONING, AND COMPACTING NOTES (Der,be r % romgwed d—mq Ine doy, ony Drnpkmf and Ine,r soi.v,on) �2- -A �- " ---- -- ---- --- — -- ------ --- - lea���� y — At _ 7 y ,Rf gr MMITE COPY TO OUR FIELD FOLOER r.ANARY COPY SENT TO CLIENT ❑ fprAr GIVEN TC _ PNK COPT TO PRntECT ENGINEER RITTENHOUSE - ZEMAN & ASSOC, DAILY FIELD REPORT IOUr.D�YiQM •..0 11OI19 (N61N((111N6 (•/nl n/lv CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR 5--86 APPLICATION: Request by Equities Northwest to construct a 3700 square foot restaurant and related facilities on property zoned I-P (Industrial park) . Located on the southwest corner of Scholls Ferry Road and Nimbus Avenue (WCTM 1.S1 34AA lot 1.900) . DECISION: Notice is hereby given that the Planning Director for the City of Tigard has APPROVED the above described application subject to certain conditions. )he findings and conclusions on which the Directs.- based his decision are as noted below. A. FINDING OF FACT 1 . Background The Koll Business Center has been partially developed as the result of several City approvals (11C 23-78, ZC 26-78, CU 33-78, and SDR 8-80) , Twelve building have been constructed within Phase I of *he project. Plans were approved for construction on the subject site, but nothing materialized. Site Development Review approval was granted in 1985 (SDR 2--85) for the main building for this project near the southern end of the property . The site plan submitted for this application indicated that a second building would be constructed within the development immediately adjacent to the Scholls Ferry Road/Nimbus Avenue intersection. 2. Vicinity Information Phase I of Koll Business Center is an the ease: side of 'Vimbu3 Avenue and a separate tract intended for greenway purposes lies to the south and west between the subject property and Fanno Creek . Residences within Englewood Subdivision are south of the creek. The City of Beaverton is directly north of Scholls Ferry Road. 3 Site Information and Proposal Description The property is presently undeveloped and the applicant has begun to construct a 12, 775 square foot business/retail building in the southern portion of the property . The propc.aed drive-in restaurant will be situated on the opposite side of the parking lot near the intersection. 4 . Agency and NPO Comments The Engineering Division has the following comments : a. The vehicle drive through Should be screened in some manner, to avoid problems caused by the Iig'nts of circulating vehicles shining into the eyes of motorists on Scholls Ferry Road and Nimbus Avenue NOTICE OF DECISION - SDR 5 -86 PAGE 1 b. If the building is to be separately owned, a partition, joint access agreement, and utility easements will be necessary . The Building Inspection Division and the Tigar-i Water District have no objection to the request. The State Highway Division indicates that no direct access is permitted to Scholls Ferry Road. An O.S.H.D. permit is required for any work within the right-of-way such as landscaping. No street improvements are required by the Division. No other comments have been received. B. ANALYSIS AND CONCLUSION The proposal is basically consistent with the applicable provisions of the Community Development Code. However, several aspects o` the development that warrant further discussion are noted below; 1 . Street Access Because of the refusal of the Highway '.iivision to allow direct access to Scholls Ferry Road, the site plan must be revised according. 2. Parking The original plan that was approved as part of SDR 2-85 contained 1.08 parking spaces, The parking spaces indicated in this application total 96. The main building will be 22,775 square feet in size &nd the restaurant will have a 1,573 square foot dining area. The uses intended for the larger building will have a parking requirement of one space per 200 to 500 square feet of gross floor area and tho -,,uJ,,r ity of the allowable uses are subject to a ratio of one epace per 350 square feet , Restaurants must provide one space p, r 50 square feet, of dining area plus one space for every two emolr.yees . The t,, al parking requirement is calculated as follows : 22,775 sq. ft. I. 3 -)0 = 65.07 1 ,573 sq. ft, + 50 31 .46 10 employees + 2 5.00 Total Parking Requirement. 101 .53 or 102 spaces The number of parking spaces must total 102 unless the applicant can justify a lower figure based upon the projected use of the main building. NOTICE OF DECISION - SDR 5- 96 ­ PAGE: 2 In ,:addition, the Code requires one bicycle rack space for every 15 required vehicle spaces. Based upon this ratio, three bike spaces must be provided for the restaurant. It is recommended that the rack design which has been approved for the main build .ng be used here as well . 3 . Building Setback; The plan notes a 20 foot setback tram Scholls Ferry Road and Nimbus Avenue but the scale distances aro between 16 and 18 feat. The Building Inspector will require a 20 foot setback. for- the restaurant. 4. Landscaping The landscaping plan for the entire center was approved n con-unction with SDR 2-85. However, one modification will bn necessary to address the concern regarding headlights of cars using the drive-up window. Some type of buffering, such as a low hpdga, should be employed to mitigate this problem. 5. Allowable Uses The I--P Zone permits the following uses provided that separately or in combination they dry not exceed 20% of the total. square footage of the development complex: r:onvenience sales and personal services - day care facilities - eating and drinking establishments personal service facilities - general retail sales. The entire center including the restaurant contains a gross Floor arra of 2.6,475 square feet and a maximum of 5,295 square feet may be devol-ed to the five uses listed above.. After the size of the restaurant is deducted, only 1 ,595 square feet of the main building may be utilized for any of the above uses. C. DECISION The Planning Director approves SDR 4-86 subject to the following conditions : 1. UNLESS OTHERWISE NC'TED, AL1 CONDITION SHALL BE MET PRIOR TO ISSUANCE OF BUILDING PERMITS. 2 the conditions of approval. related to Sentjitive Lands Permits (SL 5 -84 and Resolution No. 84-61), Street Opening Permit: numbers 230--86 and 229- 86, and Site Development Review (SDR 2-85) shall remain in effort . NO1ICEm OF DECISION -- SDR 5- 86 - PAGE 3 3 . A revised landscaping plan, which illustrates the method to be used to screen the restaurant driveway, shall be submitted to the Planning Oirector for approval. 4. The design and locaction of the three required bicycle rack spaces shall be submitted Ito the Planning Pirector for approval. 5. A minimum of 102 parking spaces shall be provided an a revised site plan or- a les!►er numbers must be justified by the applicant and approved by the Planning Director. 6. No access shall be permitted to Scholls Ferry road unless State Highway Division approval is obtained. 7. This approval is valid if exercised within one year of the final. decision date rioted below. D. PROCEDURE 1 . Notice: Notice wai published in the newspaper, pasted 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 DECI"ION SHALL_ BE FINAL. ON March-17,- 1986 `_ UNLF55 AN APPEAL IS FILLD. — 3 . Appeal: Any party to the decision moy appeal this decision in accordance with Section 18.32. 290(A) anc: Section 18 .32.370 of the Community Development Code which provides that a written appeal must be filed with the CITY RECORDER within 10 days after notice is given and sent . The deadline for filing of an appeal is 4 : 30 P.M. March-17,_ 1986 4 . Questions : If you have any questions, please call the City of Tigard PIP-ping Department., Tigard City Hall, 12755 SW Ash, PO Box 2.3397, Tigard, Oregon 97223, 639-4171 . PREPARED B Keith I iclen, Senior Plan —� DATE 7 _.1 � — William A. onaian, Direc or of Community Development D E APPROVED (KSl. :dj/2407P) NOTICE OF DECISION - SDR 5-86 - PAGE 4 vy yr I •opt �34 3�I 1 SEE SHEET 3 FOK .� (kir.,Vv A DRIVEWAY KF_e RADIN(r l STRUCTION PLAN I APPROVLr) _I IED BY DATE------ (CITY OF TIGARD) DEVLP SERV DEPT. 9'(-DATE_ W �� z 2, -- OPERATIONS DEPT: BY_. DATE ` CITY ENGINE[ BY_. ZDATE� W L� N P.G.E.CO.: t;t._C;�yG�" DATE_ � w < a � �J A , L1_ c Z �S CaE�IL_TEL CO.: BYjli'_t,ATEe _ I`� O �i p W (� LJ STORER CABLE C''.. E`f, _DATE U_ zn� mph VES TO REMAIN A"T U Z a VXI5TII�1Ca DEPTH-ApDITIG NAT GAS CO 1"3eAW__DATE/ ' (. !1 �✓ vigN ALVE C:A-51K 'Tb 13 F_ AGD AS NEEDED TO RAISE TO o //�J�1 � � �z CTRADE SEi✓ C)ETAIL._ 3 a TKA vX" DISr. BaCILDATE-� - - TYPICAL- A-L VAL.I/FS UNIF SFW AGENCY BY_. DATE_ F t\lOTE5 : I. CONTRACTOR To VERIFY LOCATION AND ELEVATIONS Q OF EXISTiw& 5TRUC7LJRES AND U"1*ILITIE5. IQ0TIFY (r EN(aINEI=R OF .'. Jy' DISCREPANCIE5 IMMF'DIATEI_Y. 2, ALL. WORK SHALL CONFORM TO THE CI-rr OF T16fARD ~, W STANDARD DETAIL'S AND SPECIFICATIONS -1 W J I Z w W - F_ O Q c r: U � n_ KOLL8205 S.W.Creekside I'lace Suite D Beaverton Oregon 97(N). I her kull Company (503)626-3045 February 20, 1986 Mr. John S. Hagman THE CITY OF TIGARD P. O. Box 23397 Tigard, OR 97223 RE: KBC-Tigard II Public Improvement Performance Bond Dear John : Enclosed is the $96 , 120 . 00 bond to guFrantee the public improvements at KBC-Tigard, Phasc II . With your acceptance of this bond , we understand that we have fulfilled the last remaining requirement before issuance of our site development permit, thereby utilizing our Sensitive Lands approval (SL-5-84 ) before the February 27 , 1986 deadline. Because of the short time trame, please have this permit prepared as soon as possible. Thank you. Yours truly, THE KOLL COMPANY Gregory S. Mcckford Development Manager GSM: l..lb cc: Sonna Durdel Marc Nemirow Keith Liden Dave Larson Bob Poulton CAT.NO. CA 11-7 TICOR TITLE INSURANCE TO 21046 CA 11-13) (Corporation) � SCl TE O 3S. TATE OF CALIF RA NIC n ft �`� before me, the undersigned, a Notary Public in and for On F said State,personally ap cared personally known to me or proved to me on ahe basis of satisfactory evidence to be the person who executed r�` _the within instrument as thePresident,and-' personally known to me or OFP,.u�� StAl proved to me on the basis of satisfactory evidence to be NANCY DIXON 11, 'Y PUBLIC•CALIFORNIA the person who executed the within instrument as the � IPAI. OFFICE IN Seeretary of the Corporation , IGE COUNTY that executed the within instrument and acknowledged MY COMMISSION F.1 c LUNE 29, 1998 to me that such corporation executed the within instru ment pursuant to its by-laws or a resolution of its hoard of directors. WITNESS my hand and official seal. `�z Q r� (This area For official notarial sell Signature yy� r W SUBDIVISION IMPROVEMENT B01111`0 SAFECO INSURANCE COMPANY OF AMERICA FAITHFUL PERFORMANCE GENERAL INSURANCE COMPANY OFAMERICA FIRST NATIONAL INSURANCE COMPANY SA:ECO OF AMERICA HOME OFFICE.SAFECO PLAZA SEATTLE,WASHINGTON 98185 Bond No. 5218965 Initial Premium I KNOW AL L BY THESE PRESENTS,That__ THE KOLL COMPANY as Principal and the SAFECO INSURANCE COMPANY OF AMERICA,a Carporation organized and existing under the laws of the State of Washington and authorized to transect surety business in the State oftiREGON as Surety,are held and firmly bound unto CITY OF TIGARD ,as Obligee, in the sum of NINETY SIX THOUSAND ONE IiUNDRED TWENTY AND NO/100----------------------- IS O 100----------------------- (6 96,120,00---------------1,for the payment Whereof,well and truly to be made,said principal and Surety bind themselves,their heirs,administrators,successors AnlJ assigns,jointly and severally,firmly by these presents. THE CONDITION OF THIS OHL IGA VON IS SUCH,That WHEREAS,the Principal has agreed to provide the following improvements: reconstruction of S.W. Nimbus Avenue, installation of fire water line, installation of fire hydrants, installation of driveway approaches, installation of on-site public sanitary and storm sewer; and floodplain grading for Koll Business Centt: 'Tigard, Phase II, per drawings number 1, 2, 3, and 4 (for S.W. Nimbus AvetluP and floodplain work), per drawings number SDI, SD2, SD3, SD4, and SD5 (for on-site civil work) by Mackenzie/Saito and Associates, dated July 26, 1985. NOW THEREFORE,If the Principal shall well and truly perform and fulfill all of the covenants,terms and conditions of the said Agreement, then this obligation shall be null and void,otherwise to remain in full force and effect.Provided, however (1) That as a part of the obligation secured hereby and in addition to the face amount specified therefore,there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by Obligee in successfully enforcing such obligation, all to be taxed as costs and included In any judgment rendered; 12) That the Surety hereby stipulates and agrees that no change,e�:tension of time.alteration or addition to the terms of the Agreement or to the work to be performed theeeunder or the specifications accompanying the some shall In anywise effect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terns of the Agreement or to the work or to the .1 specifications; (3) That no right of action shall accrue hereunder to or for the benefit of any person,firm or corporation other than the Obligee named herein. (4) That the Surety hereby stipulates this bond shall guarantee performance for one year following acceptance of improvements by Obligee. Signetk February 18 sealed end dated_ _,19 86_. TA LL COMPAPY 1 SAFECO INSURANCE COMPAfQ(,6F AMERICA 41 n -, Q o ,r 9v_ r ee nY tweyFrin-Norris 17570 urver a � st Ai y' �-3� Fountai.n Valley, CA "�t1+ 0. -Address ACKNOWLEDGMENT OF SURETY STATE OF CALIFORNIA ss. County of ORANGE _ _ on this. 18th day of February in theyear 1986 before me Catherine L. Rhoads _ Notary Public personally appeared Mary A. Jenny — —_ personally known to me (or proved to me on the basis of satisfactory evidence)to be the person whoao name is subscribed to this instrument as the Attorney in-Fact and acknowledged to me that he(she)subscribed the name of SAFECO Insurance Com ny of America_thereto as Surety and his(her)own name as Attorney.in-Fact IN WITNESS WHEREOF,I have hereunto set my hand and affr•ed my Official Seel,at my office in the.aforesaid County, the day and year in this certificate first above written OFflrl L SEAL Notary Public CATHERINE L. RHOADS NOTARY FLORIN; CALIFORNIA ��► I� PRINCIPAL OFFICE IN ORANrE COUNTY [.�OM,MISSION EXPIRES APR,4.1988 + - - - POWER OF SAFECO INSURANCF COMPANY O; AMERICA ATTORNEY GENERAL INSURANCE COMP.'.NY OF AMERICA NOM= OFFICE SAFECO PLAZA SAFECO SEATTLE, WASHINGTON 981,85 No. — -_____ 3059 --- KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA,eacn a Washington corporation, does each hereby appoint ---------------------------MA.RY A. JENNY, Santa Ana, California------------------------ its true and lawful attorn"(s)-rn-fact, with full authority to execute on its behalf fir MeV and surety bonds or ,ndertakings and othe., documents of a similar chera,ter issued in the course of its business, ar d tr,bind the,respective company thereby IN WITNESS WHEREOF, SAF ZCO INSURANCE COMPANY OF AMERICA and GES EP,AL INSUPANCE COMPANY OF AMERICA have each executed and at'ested :Ii;se presents this ---30th -- — rfay of CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY ( F AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. -- FIDELITY AND SURETY BONDS . . the President, any V cc President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surer) operations, shall each have authority to e,jpoint individuals as attorneys-in-fact or under other appropriate titles wit's authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issuec by the company in the course of its business On any instrument making or evidencing such appointment,the signatu,es may be affixed by facsimile. On any instru.nent conferring such authority or on any bond or undertaking of the company,the seal,or a facsimile thereof. may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to 'he validity of any such instrument or undertaking." Extract frorr a Resolution of the Board of Director. of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970 "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (I) The provisions of Article V, Section 13 of the By-Laws, and (ii) A copy of the power-of-attorney appointment, executed pursuant thereto, and (III) Certifying that said power-of-attorney appointment is in full force and effect, the signature of the :ertifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof 1, W.D Hammersla, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certlf,; that the foregoing extracts of-,re By-Laws and of a Resolution of the board of Directors of these corp0r3nons, and of a Power of Attorney issued pursuant thereto, are true and correct and that both the By-Laws, the Resolution and ;he Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation 18th February 86 this day of __ 9___ pRINT50 IN U 3 A ( j( ivlHCl<CNZIE ENGINEF NG INCORPORATEDE 7UI7_D Oo ( �J MACKENZIUSAITO& A_,OCIATES, P.C. �� l I 0690 SW BANCRUFT STHLET PUHTLANL),OREGON 97201 V,03)224 9560 (50' 2249570 Date: February 14, 1986 _ Project Number—, 285054 To CITY OF TIGARD 12755 SW Ash Street Tigard, OR Attention John Hagman _ Project Name. KOLL--TIGARD Please find attached: X�shop drawings plans samples _ specifications copy of letter change order details calculations Number of copies: Description 5 Sheets1 through 4 and specifications XX For your use For your review For approval As requested REMARKS: Copy to: Sinned: Robert Thompsolmdd__ __ Mailed XX _ Delivered To be picked up h anrlosums ars not as noted,kindly noldy us at once I APPLICATION - STREET IMSt, /TENT/EXCAVATION COPY TO: 'JRDIPI„NCE NO. 74-14 N (WHITE)-FILE R (YELLOW)-INSP. (INSTRUCTIONS ON SEPARATE SHEET) (PINK)-OTHER AGENCY (BLUE)-APPLICANT APPROVED }( APPLICATION NO.: _ 259 NOT APPROVCD "ITY 010 TIGARD, OREGON FEE AMT.: S- 3,8444.SO PENDING FEE. PMT, CITY HALL RECEIPT N"O'.: —_�07J PENDING SECURITY EJPUBL/CWORKSDEPARTMENT BY _ 6- DATE Z //3�_ PENDING AGENCY "OK" Arplication and Progress Record — — — — — — — — — — — MAINTENANCE BOND k PENDING INFORMATION 0 FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED x - - ANNUAL PENDING VARIANCE C_I EXPIRATION D E. -One ye#r PERMIT NO.: . 230-•36 DA I E ISSUED [_2�l 8_� ~ BY (c) APPLICATION IS HEREBY MADE. TO EXCAVATE FOR AND INSTALL ___STREET (RE-00� ,TR.) IMPROVEMENTS, INCL. STO. & SAN. SEW. -&- AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. loo1 Main work APPLICANT Thi _No ,any_._ _____ 9205 SW Creekside Place, Suite"D" Beaverton A 1Es OR ;� 626-3045 AbDR[SS CI—T�------ HONE CONTRACTOR— NAME — �.� GNB_ PLANS BY PQacken.-a Enf,ineerinQ Inc._ 0690 SW Bancroft St. Portland Or 97201 4t 224-9560 NAME ADDRESS CI ESTIMATED F-- ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST). $ 96, 120.00_ DOLLARS (2) EXCAVATION DATA: --M FOR OFFS E us- -- -_ — --' o.o-t X :V6,N.00 STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED TYPE LENGTH r.' TH DEPTH ITEM 6 QUANTITY ITEM DATE REMARKS/TYPE BY STPEET `--—`— Nimbus Note at-ach d plan) IN-. - - - R ),JW Q ESTIMATED STREET OPENING DATE: / _L_ S ESTIMATED STREET CLOSING DATE: , / —LE -- --- _—_ D (3) SECURITY NO. X18965_ SECURITY AMT S __96. 0.00 STREET 12 GLOSEp SURETY CO.: ____ SAP C0 FINAL r. . �,-� _ CERTIFIED CHECK a —�-CASAO + • NO2 INSPEC. I �/,. e' (4) PLOT PLAN: INDICATE SITE PERTINENTPHYSICALSPECIAL PROVISIONS/CONDITIONS: FEATURES, EXCAVATION LOCATION AND EXTENT. 1 . All work shall be Performed in I X XX$X XXXX accordance with the City approved I �? ) I I I I public improvement plan dated_ 1 _ --I WORK AREAS I 1 7-26-85) and in accordance with upo"- x x _ _ _ _ _ �� I� all conditions of the City / JI Hh� JcXXX _approved Site Development Review, X x• y�� i Ate' - - as modified. and Sensitive hands - '` - --------- (^ 2, No work shall be considpre6 ( x I I I _complete until accep ec by the I City. I 5) NOTE THE CITY or TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT OF WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. 12-APPLICANTS SIGNATURE - - �� DATE / �� / �� BORING 1 BORING 2 0 OORING 3 r�.i Irn, 71 7L A r c .,r.y 7c �IIL !� •h S:,hpt 51LT PITH SIGNI{ ICANi Pnr,TS TO 6 IN G 33 - -- 2'= 9 � I5T1{t I NIL .. ...•. r SILT ytTH ',I:•i1CICANT R001; Tr! b IN SANDY I lOLO. 10 "OTTL[D GR;r ArID BpC_Il I- B',t ,) � �I" t ,• 0 SILT ♦ITN SIGNIFICANT ROOTS TC 6 IN ii I r =.TSTC NCTTLED SR^A ;.ND f&Af W17H 0!CA(Ifh-110 2CZ 9: I S'IFF ) :.•�. SMS A•''yM SILTY SAND IMIDIUM DfNSEI •• .�. 31� _ Rc Stil SI:TV SAND (P•(DIUM DEN',E YAT[Rt[YEI O/20/7B) • ...' SM "'"Tl('- P'= ati AHC GP;.r Sllh SAND (Mfp1UM DENS[) )GJ44" IE • . . ••�«. 314 41 w I) IL 324 'il 1r • •."• z� ', �.�.: V e•�� Lf VIE,. 1)!20!7•°.1 •� + L y.:TEP lErfl 17/I9/181 F0 «•• • w • Z I 5"" SAND SILT ( EDIu" STIFF) n 6 IN. Slll LArF� '•'•'. ML i r L "- y{ 1 •w . • . . I = li G 5 • r.;.• � I S P �.•. •• 91 :•:• I° IN. SILT LArrR 15 0 fl1'. CCC `•'V• 1:" COLOR TL AY ML (:RA, SLIT (SOFT TO MEDIUM STIFF) SPI BG':yN `,AMC 'MET l,,•• DEN•f) 20 20 71 Q . •. S M GA:r SILTY SAND (MEDIUM DENSE) �~ M�_� MOTTLED BROW14 AN; GRAY SILT (SOrT TO MEDIUM Stlrr, 20 32Z �; • BORING TER")MATED AT SCHEDULED DEPTH (7/10/78) BRING TERMINATED AT SCHEDULED OEPTH 25 '7/2G/78) BORING TERMINATED AT SCHCDJLEO DEPTH 25 17/19/78) 25 +f BORING 4BORING 5 a E! EVATION 75 D _ ilEvA'ION '16 , 0 M L BROWN SANDY SILT WITH Si0N,FICANT R,^'S TO 6 IN. �JTT •� T1 MLI LED GRAY AND BROWN CLAYEY SILT 6ITH SIGNIFICANT 4I y (ST IFF) 1 2% - 94 • • ROOTS AND ORGANIC MATERIAL (STIFF) 1Ppc51BlE fill) M MOTTLED GRAY AND BROWN SAMUr SILT TO SILTY SAND I"t 86 � �? ° •'. L (MEDIUM STIFF 10 MEDIUM DENSE) 5 28 • • . 2y� _ 91 : M MOTT:ED GRAY AND BROWN SARDr SILT triDIUM STIFF T 3� 91 • • I 0 STIFF) 1 I � • •r WATER LEVEL (7%20"?) 10­ Ik uj 10 16 ••• S M BROWN SILTY SAND WITH OCCASIONAL SANDY SILT LA�(�5 � 10 3.R 87 ApPROXIMATf y'AT"R r W 369 - 87 • ;'• (MEDIUM DENSE) • c IEYEI (7/19/78) ' ' • • ' S M BROWN SILTY SAND (MEDIUM DENSE) . • w .�. I 8 + •♦ MLI GRAY SAN!- SILT 1";DIUM S'IFr) CL 15 -- ►.• CL 15 3 ' . .• 3-Y 1 20 29g 99 L I. 2D 3 3% `': • OOPING TERMINATED AT SCMEDULED DEPTH BORIN, TEo",MATED AT SCHEDULEDIp N 25 (7119178, 25 KEY: pAMfS 4 M0OF4 TrPE-U SA!•P[[R i rNt'M81P OF B:Oti; PE^,CIREC TO WIVE SAMPLER 6--__ � IFT WITr• Itis: Prk,*#C WEIG"? FALLING 30 IN. I U"bISTUe8fC SAMPLE 1 NOTES: O SA'IPIE ATTEIYT WIT► N0 RECOVERY 1 1) BORING ELEVATIONS ARE REFERENCED TO AN ASSUM(C ELEVATI(04 OF 100 STANDARD PIiN[TRATION TEST SA•I►LIR } AT TnE SOUTHERN PACIFIC RAILROAD CROSSING ON SCMOLLS FER,4Y ROAD, ��-NUMBER OF BLOWS RECoIREO TO DRIVE SAMPLER I N THEAST OF THE SITE. 6 1 FT WIT" W POUIND WEIG�•T FALLINC 30 IN. ) 2) DISCUSSION IN TME TEXT Of THIS REPOPT IS NECESSAPY EOR A POWER 12 DISTURBED SAMPLE UNDER;TANDIN(, OF SUBSURFACE CONOITIOM; REVEALED Br INE BOPINGS. LAOMAIDRr TEST DATA I LOG O BORINGS FIlLO MOISTvat COur[HT• ' DOW SCIL WEICHT 2e%IN••SITu QP• Q[v,;T• LII/CU FT OPN PERMIT NO . 4` 30--U6 o►wMBEzs B>»ooR! 3 OF 19 - 1 _ ":II_I i III III I III III ,I TII rll t III I III I III 111 I 1� 1 I III �, • x1111n fIIII111I111I111J I lij4` I . i TFF, � _w NOTE : IF THIS MICROFILMED4 s Io I . , A. �t DRAWING IS LESS CLEAR THAN TH IS NO?'ICFr-;-IT IS DUE TO JHE -QUALITY OF THE ORIGINAL ``- DRAW INC;• r " OE sz ez t� �Z sz tiz Ez zz i z Oz 61 of I 91 sl I " ,> , .;, ,.,.K .__.- •...:.r...:.: . t► I I awa21B1 fi,L y EI � I 01 6 B 1 9 S � E Z �. [tIIIIIII�IIII�IIIIIII IIIoff I"Illlt111l111#,�I;IIIiINIIi1HI11Nlilislj#utntl�will� j"it�fiMARCH 3 fl�i illfilll�tl!Itl#i 1111 � 111 R1 l,a1 i 1�1:�t lillll11l�lll: !!lI�UII�I111�11IIIIIII��I JI1�1111�111111111�1�11�1111� - 1��111 1,9 .. i� ., I BORING 6 BORIff'G 7 ELE•1GTi)N 11 C O ML $071% S4N;r SILT WITN SIvHIfIC:'.' RCCTS TO 6 IN. (5TII`fI M L 1° •N SANDY SLIT WITH SIf.141iICAMT A^QiS TO 6 IN. CCLr- T" '•CTTLEC !P .h A','` 1o1 M IST Irell M^TTLEq 1PDW% AND GIlAr SAHOY SILT TO SILT, SANG 5 I• ": I M STIFF) ••. (STIFO TO MCo1U" DENSE, �9% 33 5 II •: .. W`wN SILTY SAND WITH OC:ASIONAL SANDY SILT LAYERS 3:z 3 • S M iMEOF'r oEMsf "= I PP AROXIMATE WATER LEVEL (7/1 y� 16 • •. •� 9/781 1 WATER LEVEL 17/(11/78) fi Ctj eP?t'N SIITr SANp (MFDIUM DCHS[i 3IZ 90 i SM w 3 • •• w to � • • I u 3% � .. . . < . 15 15 :.' • .:'.' 3E; 1528 w # CA OF TO f,RAY ::•" COLOR TO GRAY �3 • ul i �•.. •�1► � �Its • 10 312 85 25 MLI GRAY SANDY SILT (ME�IJ•1 STIFF) 20 •� 2A - ?D •♦ • BOnING TERMINATED AT SCHEDULED DEPTH 17!19/781 80�.%L TEF•+INATED AT SCHEDULED DEPTH 15 li'Igi781 25 AE BORING 6 BORING 9 ELEVATION 75 ELIEVATIP4 77 0 ��+ I I� M L BROWN SANDY SILT WI r•+ SI,N IcCNT ROOTS TO 6 IN. I� � Ic (STIFF) 3. M L SIGNIFICANT ROOTS TO 6 IN. BROWN SANDY SILT WITH '; � , Ibz cc 8! 23% 95 j l (STIFF) O t . • CtLOR TO MOTTLED GRAY AND BROWN 5 � SMi GRAY SILTY SAI,O InfDlt'+ DENSE 5 •• a •�:•» •.. SM BROWN :T.TY SAND (MEDIUM DENSE) l+ , ZIlt `,'.'. _ L WATER LEVEL (7119/781 ► .. W In t) 21; - g- F tE LEVEL (?/10/78) r 3:= 8t • LL 10 u: RGRAY SAND' SILT (MEDIuh STIFF)I ML lI ML'! 0 N AND' SILT (MEDIUM STIFF TO STIFF) L at U IS :M JMI GRA' SILTY SAND (MECIL"+ DENSE T^ DENSE' O �• • • • • S M °-°='N :'• S:vC MECI':" DENSE)1M DENSEi 2 MLI' GRAY SAN^• SILT fMEJIIt'+ S*IFI •••• I 20 3: :•:. I C 1PZ - 95 . x + 10R•N' TERMIN:'E. Al SC••:._LED DEPTH B.l'v; TERMINATED At SCHEDULED DEPTH 17'19;/l61 /10/79) 75 15 I KEY: DAMES 1. MC:°E "YPE-./ SAr='_ER R.wafv OF 606', RE,;u1PED TO OPIVE SAMPLER 6�' I FT wit- II-L cp.".; V(IGrT FALLIN; 30 IN e 1,4:.ISTUPP(: yA--iE 0 SAhYLL Alit-c- WITr• Nv kELUI,ti,, t NOTES. STANDARD PEME•AATION TL`T SAtiPLEP i /NWPER OF 91,03611 RIQUIPEC TO DRIVE SAMPLER I 6 (1► iNL ELEVATIONS APE REFERENCED f0 AN ASSurIEO EIEVaT10N OF 140 FT WIT• 16.1 POUHC u(IG-T FALL INC 30 IN Q DISTURBED SA-01.1AI THE SOUTHERN PACIFIC RAILROAD CROSSING ON $CMOLLS FEPAY ROAD, NOPTHEAST OF THE SITE LABORAIOR+ TETT DATA 1 LOG O ��"\V11•-(1^I��S 1) DISCUSSION IN 1HE 1EX1 OF TNIS PEPf,RT IS NECESSARY fOR A ►ROPER MOISTUPf CONTENT, %DRY SOIL WEIC-•/.IN•SItU ORr OE'I.ITY. le/CU FT UNDFRStANDING Of SURSUMFACE CONLITIONS REVEALED BY THE 10RINGS, 2H ; - 9E QPN PERMIT NO . 1130-86 ' f�ABAelES 8 MOOR/ OF �. PLATE A-2 1 _ _ y MYk 9.rr + 'r 1 .i. :Y! .. �. . •r•fly.W ., ...r.VM, ..; -� -- # it) I I I � I � i � i .i�I � � I l � � { 1• I I � � I � l ( � � r l I � 1• 1 1 1 , I , I ! I 1 I S I i � � I i � � ' . I r i � I 1 { 1 � , .J., � 3 4 5 6 7 9 10 I I NOTE : IF THIS MICROFILMED I ;� DRAWING IS LEIF ' CLEAR THAN THIS NOTICE—o -11 IS DUE TO -QUALITY OF THE ORIGINAL DRAWING. EZ - ___ --_..-------------- --------------- OE 6Z 9Z 1Z 9Z SZ tit $$ �$ O$ 6t of Ll 11 01 6 [ 9 S a E Z �-- 1�l111llllllll�lllllllll�ltlllllll�llltltll Illulir�llllIIIII�Itul/tt� Nx. MARCH 30 1992 �{.�rrrllrrltln�Iluu�11t4IIFlII�NII�r��►d�;��l11il+Iltllrl�Irrl�lul������ii��u�I���1�u�Ui,uu�l�llllllllllllll�rlr�ll��1!)u� uilllluWl.�IL��I,�lull�,��t�h��� -.cwr-•sem.-- Pt-/"ASE TAKE THIS TO THE CASHIER FOR A RECEIPT NAME- DATE: ACCT. N DESCRIPTION AMOUNT 10-:20 Refundable Performance Bond Deposit $ 10-435 Sign Permits HOP TU s 10-436 Public Sewer Plan Check/Infection Fee s 10-436 Public Storm Plan Check/Inspection Fee $ 436 ) wvwwww-- _-- 10-436 _—� Street Opening Permit 10-437 Subdivision Applicatirr,s: -- — S MI-P 10--440 Zoning App. i.cations: ZC SPA ZOA PD SUR Misc SCE CU SLP V E 21-442 Street Light Fee S 10--451 Document Sales: - ---- Engry. Planning __!I]dg. s-- -------- 10-451 Street and Traffic Signs__-_ f ,4n TOT AI ( 1045P) CITY 4F TIGA RD No. 10873 12755 S W ASN —, P.O.BOX 23397 Date n TIIGARD,OR 97223 Name Address -- Lot T _ Block/MbdivisionlAddress Permit M's Bidg. Plumb Cash Other --- Other — ev LU Acct. No. Description Amount 10.432 Building Permit Fees 10.431.600_ Plumbing Permit Fees_ __-_- 10-431.601 Mechanical Permit Fees ----- --------- ---- --- 10.230.501 - 10-433 Plans Check Fee __ t 30.443 Sewer Connection 304_44 Sewer Inspection 51.448 _ Street S_yst Dev- Charge 52.449.610 Parks I Syst _Dev. Charge 52 449-f 20 Parks 11 Syst. Dev. Charge _ 31450 Slorm Drainage Syst Dev. Charge 10 430 Business Tax 10434 Alarm Permit ---- 10 721 Bail __---- 10455 F inf-, Tr,rfh� 'Mi .tllParMnn� —'-- 10 7"10 CPTA 1 r,0hi r -0/vic A • .t _ 10 4r�I, Indigent Ucfr�n , ---_�-- �30 122 401 Sewer Service.U',A 30 122 402 Sewer Servir.f 11y lo--, __30 123 Sewer Sevice/Gity Ma-t 30 X25 lJnmatch i __ 31.124 - Storm 11 --- -- 40:4y5 Bar1r r -- 40.471 16A3 I LLL ACCOUNTING r if I MACKENZIE ENGINEE' 1G INCORPORATED [IJEUUT___' OF lJ MACKENZIE/SAITO&AS,,JCIATES, P.C. JLJ 0690 SW BANCHOFT STREET POHILANU.OHLGON 97201 (503)224 9560 (503)224 95•'0 Date: January 20 , 1986 285054 Project Number___ To: City of Tigard P.O. Box 23397 Tigard, OR 97223 Attention: John Bagman Project Name: Koll Tigard II Please find attached: shop drawings _ plans samples _ specifications _copy of letter _ change order details _calculations _XX estimate Number of copies: Description: ] Engineers Cost Estimate Public Improvements _ For your use . )For your review _X3For approval —As requested REMARKS: The project its expected to start in mid February or early March. If you have any questions on the estimate, I will be in your office @ 3:30 1-24-86 , Copy to: meeting with Randy Clarno. Signed: Dave Larson/ri _X�Aailed _ Delivered To be picked up If enclosures are not as fooled, lordly nobly us at once • sw� l�us A'U'E �_ ErJCairltrt�S COST ESTIMATE pJBL,� L lr1i �F�-'IENI'S PROJECT SIZE _ _ JOB NO. LOTS/ACRE_ PREPARED pG L CHECKED SHEET I OF .'SHEETS DATE II' 4-5E DATE _ *ENGINEERED CONSTRUCTIONON-TRACT SUBTOTAL COST PER UNIT Streets C ` �rN �I r 8 '00 Storm Drainage cam,`'' IM i 5Ub W _ .� Qp, Sanitary Sewer ( .�_—c_ —_-- 4 Water L Other �►y��� ». ` Pn _ - --- -- GEORGE _ Contingency ( x ) TOTAL ENGINEERED CONSTRUCTION (ON-TRACT) (o *ENGINEERED CONSTRUCTION (OFF-TRACT) Streets — Storm Drainage — — - - Sanitary Sewer — -- - Water Other ------- Contingency ( x TOTAL ENGINEERED CONSTRUCTION (OFF-TRACT) INCIDENTAL COSTS Planning, Surveying and Engineering Underground Telephone/Power - Sanitary Sewer Connection Fees — Water Connection Fees — - County, District Inspection & Plat Recording Fees Soils Engineering/Construction Inspection Construction Management Fees - TOTAL I NC I DENTAI COSTSTOTAL COST ESTIMATE _—_-____.___-- ----------- -- * Estimate Based on �9 vLS Competitive Bid Unit Prices 1 0 �v� u I M 8uS A45 STN&INm�'s COST ESTIMATE SHEET Z OF 3 SHEETS ENGINEERED CONSTRUCTION ( -TRACT) l UNIT PRICE I'ANTITY EXTENSION _STREETS Clearing and Grubbing , J,_S.._. _ xL.- _ x 3 aDD off_ Grading, Including Stripping _ °K' c`l! x Is x 20 b C. ,,J�_� Asphaltic Concrete over Rock Base 12,0D SY x 2-52_S S�{ x 3 12" o 6c'o.?_ Vertical Concrete Curb -.� L� x SQ40 !.F_ x I I zcy-C-0 Concrete Curb and Gutter (Type ) _--- - --- x --_ -- X ---_ "-0 Rock Base TSoft Spots) - _- x - _ x _ Side►�alks R � C� �� 1(S �l.�S �G' x 37 co SF x _ (-2%I x -�42 X _SToO Cep s7f4ucr L& ITS X Subtotal ;Vs C-)SO00 STORM DRAI?SAGE Pipe Including Bedding _ _ x x Pipe Including Bedding & Backfill _ 250- L,F_ x -���-F x _ Pipe Including Bedding _ -____- X _-- x Pipe Including Bedding & Backfill _ --__ X -__ x --- - pe Including Bedding _. ______- X -- - Pipe including Bedding & Backfill -- x - ---- Pipe Including Bedding - x _-- x - Pipe Including Bedding & Backfill -- - x _- x Standard Manholes -- X _ --- x - -- Manholes with Inlet Top - x _ x ^Z _ V DD OU, Inlets- O v�'S�'t� --5---U—U—" X X -- X x —J+- Yard Drains _. ---- Headvia11 with Riprap _—__-_ x - --_ X - Connection to Existing Storm Drainage x _- X -.-- Pavement Restoration _- x -_ X -_ Ditches --_ x x -- ---� --- - _ y Subtotal = C�oaay -5�js__ .�1�rJ (L•S _ COST ESTMAJE SHCET ?j_OF__W E IS. ENGINEERED CONSTRUCTION ( -TRACT) SANITARY SEWER UWT k'fCE ITY EXTENSION Pipe Including Bedding x x Pipe Including Bedding & Backfill It o.aD L x _ 5 L _ y, �p0,_0C� Pipe Including Bedding _ x x Pipe Including Bedding & Backfill e x _ x Pipe Including Bedding x _ x _ Pipe Including Bedding & Backfill _ _ x x _ Pipe Including Beddirig _ x _ _ x Pipe Including Bedding & Backfi11 _ ^ x x _ Standard Planhol es �_ x xQ Qpo Cl eanoutsx _ _ z _ Tees/I-lyes ^ x x Connection to Existing Sanitary Sewer x _ _ x Pavement Restoration _ x x _ D�uST �A1.1fIoLES ��17(�— x -^�-~ x � Ot7.80 X x Subtotal ;n•oc) WATER ---P i p e Including Bedding x _ x _ _ Pipe Including Bedding & Backfill x x Pipe Including Bedding x -�— x Pipe Including Bedding & Backfill x x Pipe Including Bedding _ x _ x Pipe Including Redding & E)ar.kfi11 x x Pipe Including Bedding _ x x _ Pipe Including Bedding S Ba,:kfill x x �— _ Servicesx _ x _ Gate Vale __ x ~ _ x Gate Valve ^— x — x _ Gate Valve s x r x•_ _ Fire Hydrant Assembly x ` x _ Tapping Tee t.ri th Gate Valve x s x BI owoffs x x Pavement Restoration x x FA1 SE WAI M VA 01i C AS,( JCS l�Q.�� _ x !_- __ x DD.ODi _ x x -- x — x _ Subtotal ('pp,D ul.t.=s.ou►sa�'h Oouxat�, Ori �n l�ultazomalz Qounty, Ori#ria To — Date. Time -O Date WILE YOU WERE OUT WHILE YIOU WE E(OUT of Phone_ TEA PLEASE CALL CNL 1ELEPHONED RETURNED YOUR CALL WILL CALL AGAIN RETURNED YOUR CALL WILL CALL AGAIN WANTS TO SEE YOU RUSH WANTS TO SEE YOU RUSH Mess geTdc /n le /m t_4 MeasaQe A � PT��- a-57 9 �b9r , yvee,\ 4o U0 wt,,�J. w ult. mesh Oounty, Ogre �� _ �ultno=n4ah L �uatiyr. Ord, :ti To �� Z tL �L!r ,, To - I - --�+—• DateTime �_'G��- _ Date—?.? ___ __Tfine_� ' 57 _ WHILE iOU WERE O T WHILE YOU WEREUT M .k=�z ` of Phone_ Phone _ g �___ syj TELEPHONED T PLEASE CALL T EPHONED PLEASE CALL RETURNED YOUR CALL WILL CALL AGAIN RETU D YOUR CALL WILL CALL. AGAIN A VT WANTS TO SEE YOU RUSH WANTS TO S -OU RUSH �/� n �L`► Mat". gel �-- --- r/! Mess e _C. as- 57© By; NO12� (;lr oa- 57/ gy : �jt- Ila triOT118Y1 dOu11s:� _- .�'`l � ��� --iultazonnrEah douuty, Ora uas Tc —"� To-- Me o__Dtte --- �� _ Time _ Z- -�J _ Date`' 2�"� WHILE YOU WERE OUT WHI:A YOUERE OUT M Y _ u. Z cL I_b of of-- Phnne V _ Phone ���_ — TELEPHO PLEASE CALL TELEPH ED EAS RGTURNFD YOUR PALL WILL CALL AGAIN .. - RETUR D Y CAL ILL CA AGAIN WANTS TO SEE YOU RUSH ---�— -- - WANTS TO SE rOU RUSH Message__ — - pd•tI By0 \ -- 21 _ pd•97� Byi i Washington Mortgage Corporation November 25, 1985 ';ity Of Tigard C/o Mr. John Hagman Engineering P.O. Box 23397 Tigard, OR 97223 Attention John Hagman Gentlemen: This company is proposing to make a construction loan for the above referenced project . To enable us to close this loan, we require confirmation from you that _ '41"" z/ is available for this project site. Please see the attached legal description. If this service is available, please sign below and return this letter to me in tthhe' enclosed envelope at your earliest convenience . Yes , is available at *'_Le 1escribed location. Comments : is not available at the described location. If this service is not available, please provide us with an explanation. ff h4 ` Dated this 2 day of beC , 19 8!z, By:_ c Sincerely, ( !Zella Gold I,oan Processor Enclosure Portland Center Plaza•Suite 2-G.2075 S W F0st f%.!,nue• Portland, Oregon 97201 •(503)228-6540 COMMERCIAL AND INCOME OROPERIY LOANS SUBJECT LEGAL DESCRIPTION A tract of land situate in the Northeast one-quarter, Section 34 , Township 1 South, 'Range I West , Willamette Meridian , City of Tigard , Washington County , Oregon, being a portion of "IKOLL BUSINESS CENTER, TIGARD" , a duly recorded subdivision, and being more particularly described as follows : Beginning at the Southeast corner of Lot 1 of said "IKOLL BUSINESS CENTER, TIGARD", said point also being on the Southwesterly right of way line of S .W. Nimbus Avenue; thence along said line and along a 230 foot radius curve to the right, (chord bears North 34035'26" West, 33 .39 feet) , a distance of 33 .42 feet to a point of tangency; thence continuing along said line , North 30025'38" West , 224 . 11 feet; thence North 75025' 05" West, 67 .87 feet to a point on the Southeasterly right of way line of S .W. Scholls Ferry Road (C.R. 348 ) thence along said Southeasterly right of way line , South 590 35'2 " West, 380. 65 feet ; thence So!th 75025'38" East, 119.82 feet to a point on the Westerly line of Tract "A" of said "IKOLL BUSINESS CENTER, TIGARD" ; thence along the Westerly line of said Tract "A" , South 29049 ' 08" East , 64 . 85 feet - thence continuing along the Westerly line of said Tract "A" , South 74449 ' 08" East, 232.25 feet ; thence North 59034 ' 2.2" East, 69. 02 feet; thence South 75025 '38" East , 132 . 20 feet ; thence North 59034 '22" East, 64 .59 feet to a point on the Southerly right of way line of said S. W. Nimbus Avenue ; thence along said Southerly right of way line, along a 230.0 foot radius curve to the right (chord bears North 52048 ' 28' West, 111.72 feet ) a distance of 112 . 65 feet to the point of beginning. CITYOF UFARD November 12, 1985 WASHINGTON COUNTY,ORE{3ON Ron Failmetzger Oregon Department of Transportation 9002 S.E. McLoughlin Blvd. Milwaukie, OR 97222 Reference: Nimbus Center Access to Scholls Ferry Rd. (File No. SDR 2-85) Dear Mr. Failmetzger: The City staff has reviewed the "Traffic Impac'.: Study for Nimbus Center", dated November, 1985, prepared by Cary Katsion of Wilsey and ham. We would object to an unrestricted driveway access, but we can support the proposed driveway on Scholls Ferry Road which only allows right-turn movements as illustrated in Figure 2 and 5 of the Wilsey and Ham report. We appreciate the opportunity to review the report. Sinc re y, Keith S. Liden, Senior Planner (KSL:br/2120P) ✓ cc: John Hagman �� SAO``,G rW,) cc: Hal Hewitt 9L ,✓�/fid �� cc: Equities Northwest - 12765 S.W.ASH P.O. BOX 23397 TIGARD,OREGON 97223 PH:639-4171 �'� October 24, 1985 CITYOF T117APM WASHINGTON COUNTY,OREGON Mackenzie Engineering, Inc. 0690 SW Bancroft Street Portland, Oregon 97201 ATTN: Mr. Dave Larson: This i.s provided to you to acknowledge that the City of Tigard, Oregon has now authorized alteration of topography within the 100 year flood plain in accord with Sensitive Lands Final Order SL 5-84 and Resolution No. 84-61. Further, the additional (flood plain modification) plans and calculations which were to be provided to the City, as stated in Resolution No. 84-61, have been received, reviewed and approved by the City's Engineer; all work proposed thereby (except work within the right-of-way of Nimbas Avenue) may now occur. Please be aware that, in accord with Item # 1 b 2 of Resolution No. 84-61 (copy enclosed), a street opening permit must be obtained prior to performing work within the right-of-way of S.W. Nim�ius Avenue. �11)t hat is left to be done thereinregard is submittal of the-( esign)engineersAco tKestimate, typing of the permit form, provision of the bond and execution of the permit form by the applicant. I hope this clarifies the current status of the project and provide you with documentation thereof. Sincerely, John S. Hagman Engineering Technician III (JSH:dmj/2038P) cc: The Koll Co. Mr. Rick Til.andMGy„`p ��� "d ��•�.` �� r0�a• file ...-r" V4 to`t"r" --- 12755 S.W. ASH P.O. BOX 23397 TIGARD.OREGON 97223 PH: X394171 ----- NOR'MWEST' 'F E{,S' INS LABORATORIES, INC. 5405 N.t.agoon Avenue CONSTRUCTION INS�[C TION NON•DESTRU L'TIV[TFSTING MATT RIALS INSPECTION F.Q.BMX 17126 WELDING CERTIFICATION CHEMICAL ANALYSIS Nor1land,O�agon 97217-0126 SOIL TESTING AMY;ICAL TESTING ASSAYING Phone (503)289-1778 October 14, 1985 Thomspon, Vaivoda and Associates, Architects 1010 S .W. 11th Street Portland , Oregon 97205 Attention: Mr. Rick Tiland Subject: Nimbus Avenue Koll B,isinesb Center Improvements Gentlemen: At your request , we have reviewed the typical rip-rap bank section showinq a 1 : 1 slope using a 18" thick Class 50 rip-rap section. Copy of this section as prepared by MacKenzie Engineering, Inc. , is enclosed. We would concure with MacKenzie Engineering, Inc. , that the rip-rap section will provide adequate protection to the bank along the wetland area. If we can be of further assizl-ance, please call on us. I Respectfully, 46 .........--- Charles R. Lane, P. E. Vice-President cc: Equities Northwest cc: City of. Tigard o 00 777 w J CL w ° � q Jb Y G Z7 -j - ---- CL � a v� Q m � Iii (JRTIE W ESI" TESTING" ]l.,A1E$OR NU'ORI ES, INC* 5405 N Lagoon Avenue CON[TRUCTION INSPECTION NOM•Ot[TRUC TIV[TESTING MAT RIALS INV[CTION P 0 Box 17126 WLLoiNO C[RTIFICATION CHEMICALTESTING ANALYSIS Portland,Oregon 97217-0126 60{L TESTING �NY4IC AL T[[TING 9 Phone(50:1)283-1778 ASSAYING October 14, 1985 Thomspon, Vaivoda and Associates, Architects 1010 S.W. 11th Street Portland , Oregon 97205 Attention: Mr. Rick Tiland Subject: Nimbus Avenue Koll Business Center Improvements Gentlemen: At your request , we have reviewed the typical rip-rap bank section showing a 1 : 1 slope using a 18" thick Class 50 rip-rap section. Copy of this section as prepared by MacKenzie Engineering, Inc, , is enclosed. We would concure with MacKenzie Enqineering, Inc. , that the rip-rap section will provide adequate protection to the bank along the wetland area. If we can be of further assistance, please call on us. Respectfully, Charles R. Lane, P. E. Vice-President cc: Equities Northwest cc: City of Tigard � JJ/.I'(- V o QO �. -9 9 ►n 7LID � J1 1_ W y � J fs <I 1- � � Q � D W F w 0 0 0 � v w • kA i~� �•i1� Q �GL i CL ! 1 1 I MACKENZIE ENGINE_ ING INCORPORATED [>> -� MACKENZIE/SAITO&ASSOCIATES, P.C. 0690 SW BANCROFT STREET PORTLAND,OREGON 972.01 +LCENED ('')03)114 chfg) (.503)2249670 October 11 , 1985 TIGARD To: City of Tigard _ f 19a$ LA) Attenf+cn: 4 -" Project Name: Proicct Number: --_--1$5 53------.-- _. - - - - Please find attached: _-_ shop drawings p;ans samples specifications copy of letter change order -xx Approval---- - - Number of copies: 1 copy Description Division of State Lands Approval _xx For your use .__ For approval --Xx As requested REMARKS __- Copy to ---- Signed: David Larson/jf Mailed XX Delivered _� To he picked up f' QQ 3 �C7 Division of State lands NOTICEPP .t No. 4275 • 1AS State Street F .,it Type Removal Fill _ Salem, OR 97310c ,r, Walertiav Fanno Creek _ Phone: 378-3059 I H Tur�J C(,�� i MUST County Washington County 378-3805 Et 61`1 11SITE Expiration Date October 4. 19.36 U V 1 J � / ✓ THC KOLL COMPANY ' {� - 1 + , IS AUTHORIZED IN ACCORDANCE WITH ORS 541.605 TO 541.695 TO PF.RFOR.1-1 THF. OPERATI S INSCRIBED IN THE " . 1T. COPY OF T.iE APP LI PTZON, SUBJECTTO TriE SPECIA COti 7ffONS LISTED ON ATTAGAND TM THE F0LUNI TZ GENI-RAL CONilI oN : 1. This permit do . t uthorize trespass on the lands of others. The per-it holder shall obtain necessary access permits or rights of-way before f ,tering lands owned by an- t. This permit does noto ' ze any work that is not in compliance with 1--:al zoning or other local , a or federal regulation pertaining to the operations authorized by this pe permit holder is responsible for obtaining the necessary approvals and p it before proceeding under this permit. 3. All work done under this perm' t comply with Oregon Administrative Rules, Chapter 340; Standards of Qua i _v r Public Waters of Oregon. Specific water q-1ality provisions for this pr set forth on Attachment A. 4. Violations of the terms and condi this permit are subject to administrative and/or legal action may result in revocation of the permit or damages. The permit holder is r onsible for the activities of all contractors or other operators involved in work done at the site or under this permit. S. A copy of the permit shall be available at th-c� work site whenever operations authorized by the permit are being conducted. 6. Fmployres of the Division of State Lands and 0,0 1 authorized representatives of the Director shall be permitted access to th pr P t area at all reasonable times for the purpose of inspecting work perform._ this permit. 40 7. Any permit holder who objects to the conditions of this ermit may request a hearing from the Director, in writing , within 10 days t date t',is permit was issued. NOTICE: If removal is from state-owned submerged and submersible land , the applicant rst comply with leasing and royalty provisions of ORS 274.S30. If the project involves creation of new lands by filling on state-owned submerged or submersible lands, you must comply with ORS 274.905 - 274.940. This permit does not relieve the permittee of an obligation to secure appropriate leases from the Division of State Lands, to conduct activities on state-owned submerged or submersible lards. Failure _ to comply with these requirements may result in civil or criminal liability. For more infur-oration about these requirements, please contact the Division of State Lands, Waterway Leasing Office, 378-3805. Ed Zajonc, Director OrPpon Division of State Lands , � ------ October 4 1985 Aut r i z g na to re —Da t o Ts s eT--' ATTACHMENT A Special Corditions for Material Removal/Fill Permit No. 4275 1. This )ermit authorizes the removal of up to 7,960 cubic yards of material and tie placement of up to 7,960 cubic yards of fill mater al including roc',. riprap in Sections 34 b 35, TIS, Rl'W (Fanno Creek, mile 6.8 to 1.2) to eievate Nimbus Avenue above the 100 year floodplain and excavate an ar2oa to compensate for lost flood storage volumes as outlined in the attached permit application, map and drawings. 2. Turbidity increase shall be limited to 10% increase above background as measured 100 feet below project. 3. The operation shall be conducted behinr+ a berm or leave strip sufficient to isolate the operation from the free flowing stream. 4. Waste materials and spoils shall be placed above the bankline. 5. Turbid waste waters from the project shall be provided adequate settling time. 6. The stream shall not be diverted from the natural bed. 7. All potholes or removal pits shall be leveled at the end of the season's work. 8. There shall be no operatic- of equipment in the active flowing steam except to connect the newly dug wetland into the existing stream. 9. Only clean, erosion resistant rock from an upland source shall be used as riprap. No broken concrete or asphalt shall be used as riprap. 10. Riprap shall be placed in a manner that does not appreciably increase the upland surface area. 11 . Areas of streambank disturbance not covered by riprap shall be seeded or planted with grass and/or legumes and trees. 12. Removal of existing woody vegetation shall be minimal . 13. The Division of State Lands retains the authority to temporarily halt or modify the project in case of excessive turbidity or damage to natural resources. October 4, 1985 OINT APPLICATION FOR MOUT U.S. AMY CORS OF ELNGINEERS STATE OF OREGON, DIVISION OF STATE LANDS WHEREAS Departewnt of the Army permits for proposed wort in or offuting navigable waters of the United States, the discharge of dredged or fill material into thnse waters, and the transport of dredged material for the purpose of dumping it Into ocean waters are authorized by Se-tion 10 of the River and Harbor Act of 1899. Section 404 of the Clean Vater Act of 1977, and Section 103 of the Marine Protection Research and Sanctuaries Act of 1972, respectivel7, ---AND---permits for that part of those project •cti✓.tie• with includes the removal or fill in the waterway• of Oregon of rock, gravel, silt, and clap are authorized sy the State of Oregon under O.A.S. 541.605 to 541.693---TM3 APPLICATION WILL MEET THE REQUIRZMNT5 OF 60T1 AOtNCIES. c Corps of ((�� O Engineers Ig State of Oregon 1 • - o e e - a V u V • e 7 o Dera received o Date received Name of ?liver Lov1 w Wateray Fanno Creek KLIe 6.8 - 7.2 Fame Fanno Creek Section — 34 & 35 Township TIS Q;i R1W _ Fetinated S,artingi Estiz-Ated Gmapletion Date of Project A�uqu_st 25, 1985 Date of project September 15, 1985 NAME OP A77HOKLZED APPI.IG?fr The Knll rnmnanX AGE.'tr David G. Larson Mackenzie Engineerinc Address 8205 SW Creekside Place, Suite D Addre.. _ 0690 S.H. Bancroft City, State, City, State, zip codeRenav rtnn, nrpgnn 97005 `— zip code rt nd_ Orp- j= 97201 ArArea Asa& Area e• Phone: Work ( 5 3 626-3045 Roma { ) Phone: Wort ��',3 ) PRWECr Area Ara& S"'PERVrSOR The Kol l Company _ phooa: work L_ ) Home { ) PROP°RTY N-HER �PP�Ica.vrlPAN N/A w�s South of Schools Ferry Rd, off Nimbus Dri City, Coun Su a Address - —_ Zip Code ilgar�, Ore Washington Co. 97223_ city, State, _ So 'pCu hown , Map #RecordY51 34 AA Tarr Lot .—_ 1f300 � 190(? Area Area Name of Phone: Work L_LNose ( ) Subdivision ____NLA _ Lot - N/A eirck N/A In order to expedite the processing of this application, the following city and/or county department, wh.,h has local jurisdiction ever the proposed project, has been contacted: Name of Depart-sent: PlanninQDeot. i City of Tigard Addresr: P.O. Box 23397 Tigard, Oregon 97223 Mons Number: 639-4171 (Keith Liden) APPROVALS OR CERTIPICAT'IONS applied for or already obtained from other agencies (7edarel, interstate, state, count-Y.- city, area) for any of the proposed projects described in this application: t..+Weng Agency IM!_of Approval Idantification 0 Date of AppiIcation Date of Apprvrat C,-) ps of Engineers No Wetlands/ Attached � .'`) L� ha J 1 0141 1985 No Jurisdiction Letter City of Tigard Sensitive Lands SI-5-84 June 1984 AugusL 27, 1984 L.ISION 0r STATE b NPP Form ocr 1980 358 141-31-04-80 Inclosure 1 e . llas any agency dented approval for the activity described herein or for ar.y other activity directly related to it? E] Yes CA No If yes, please explain to Remarks. ADJOINING PROPERTY ON THE WATERNAY: Give names, addresses. and phone ouabers of owners and/cr occupants. See attached tax roll listing (2 copies) PLEASE EXPLAIN IN DETAIL your plans to rest-3re the area to its natural condition. The existing mowed field will be excavated and seeded to minimize erosion. Tie excavation will result in wetter soil conditions, allowing natural revegetation with wetland species. INFORMATION FAR FELL OR REMOVAL: FILL WILL INVOLVE _ 7646 cubic yards annually, and 7646_ cubic yards for the total project. [J Rlprep Rock U Gravel E] Sand E] Silt E] Clay E] Organic aFFliM'AL WILL FNVOLVS 19fio _ cubic yards annually, and 7960 cubic yards for the total project. Rack 11 Gravel 0 Sand EO Silt ® clay DPSCRIBF IN DETAIL THE PROPUSED ACTIVITY---its primary purpose and secondary purpose, if any,---Intended use (private, public, cosnercisl)---tppe of structures and use---type of vessels using fatuity---facilities for handling wastes--- type of conveyance and manner of extraction of any fill or removal---the Quantity and composition of, and tha source and disposal sttes for ary fill or removal. (If additional space is needed, use plain sheet of paper.) The excavation compensation for embankment (fill ) placed in the 100 year floodplain (outside Tigard's 0' floodway) , so that flood storage volumes are maintained. The work as proposed has been approved by Tigard's Hearings Officer. Application is hereby made for a permit or permits to authorise the activities described herein. I certify that I Ike familiar with 01c information contained in this application, and that, to the best oe my knowledge and belief, such inform.-'"oii :s true, complete, and accurr.ts. I further certify that I possess the authority to undertake the proposed activities. ligna[ur• of Appli t or AutP.orited Agent 18 USC 1101 provides In part: ""Whoever, to any manner within the jurisdiction of any dapsrraant of the United States knnwfngly and willfully falsifies . . . a material fact or sakes any false . . . statement or . . . uses any foils* . . . docuu*nt . . . •hall be fined not more than $10,000 or terprteaned not mora than five years, or both." All �. LAT: 45'36 LONG:127 SOt BEAVERTON-NIL LE RIVER MILE:7.2 Pav t®n aD > ALLEN AVE J � � ® 7 01 O 3 Tf.� Zp PROJECT BG SITE v Tigar mile1 217 1-5 Ftom Metro hlap VICINITY MAP . • r 41 UZI IL 0 100 200 300 i scale in test PROPOSED: `FLOODPLAIN GRADING f r IN Fanno Creek RIVER MILE 7.2 1i -+ NEAR: Tigard , I ! COUNTY:Washington _STATE Oregon APPLICANT: The Koll Company DATE: July 17, 1985 SHEET: 1 of 5 f � LAT: 45.30' ' LONG:122 SO' BEAVERTON-NIL �5 LE .�-- RIVER MILE-.6.8 eaverton a0 ALLEN AVE < O \ Q Q J Q PPOJECT \fit+ 9 9GH SITE wl Tigar mil 217 �`S c9 From Metro Map VICINITY MAP au BUILDING y' UILDWO E / _�• � v CYC ``� ti,� __. •�/ /J // / / -gyp \ _ I �,•r � r.�-•1�-� ..�.•• .. . NCAP"" \ �.C 100 2130 300 FAN L fcala irrt feet PROPOSED : FLOODPLAIN GRADING IN'Fanno Creek RIVER MALE 13.8 NEAR:Tiyard COUNTY:Washington STATE Oregon APPLICANT!hhr _Koll Company DATE July 17,_19H5 �_ SHEET! 2 of 5 c � 164 -- ---�-- — — I I Ilc2 100 YR FLOOD — 10 YfZ FLOOD loi oo I I of I ZI I I -- °ol I � IL I 154 -- -- — ---- --- --- � I l 1 152 — — 150 100 50 O 5th 100 I50 .STA 4 + 0 1 PROPOSED: FLOODPLAIN GRADING IN:Fenno Creek -,RIPER MILE—_7,L__ NEAR: Tigard —_-_-- COUNTY:Washington STATE Oregon--- APPLICANT: The Kotl CcrnpanY — ___. LSDATE' Ju!1_17, 19BS MEET- 3 of 5 \ \ 100 YR FLOOD FLOOD I1 OI cp0 40 30 O 30 (00 90 STA 11+ 30, 8c5 PROPOSED: FLOODPLAIN GRADING IN.-Fanno Creak _—RIVER MILE 7.2 NEAR Tipard COUNTY:Washingto1 _STATE Ore on _ ��— APPLICANT: The Kofi Company _ DATE c July 17, 1965 SHEET, 1 of 5 r I / . r � - 1 100 YR FLOOD i 6p 10 YR FLOOD I � r / 15 E3 _ � l / I � 1 1 / I I I I I � I I 1i I I I ILL � i 15z o I I I 300 wo 100 O 100 ZOO 300 STA 14 + 01 PROPOSED-FLOODPLAIN GRADING IN:Fenno CFeek —RIVER MILE 6.8 NEAR Tigard COUNTY,Washington STATE Oregon APPLICANT The Koll Company _ DATE: July 17 _19b5 SNEIET: Sof 5 i October 4, 1985 CITYOF TIFARD WASHINGTON COUNTY,OREGON MazKenzie Engineering, Inc. Attention: Mr. Dave Larson 0690 S.W. Bancroft St. Portland, OR 97201 Reference: Nimbus Avonue Koll Business Center Improvement Dear Mr. Larson: Staff has discussed the aforesaid proposal with our interim City Engineer, Mr. Bob Wright. In compliance with his guidance it Is necessary that we receive the following data before we consider issuance of permits for the proposed Improvements: 1. A hydrologic study, by a registered engineer, clearly showing that the proposed work within the floodplain will have little or no impact on the floodplain or floodway. This study must include X-sections and an analysis of the backwater curve at low and high flows. 2. Assurance by a Geo-Technical (soils) Engineer that the proposed filling and landscaping on the site at the corner of Nimbus and Scholls Ferry Rd. is acceatab.le and will support the site for development. This material may be submitted directly to Mr. Wright or through myself to Mr. Wright. However, if submitted to Mr. Wright, I would appreciate notification thereof. Staff will meet with Mr. Wright after his review of the material and, subsequently, will notify all involved parties of the results. Sincerely,,/// / ohn S. Hagman, Engineering Technician cc: Mr. Bob Thompson - MacKenzie Engineering, Inc. cc: Mr. Gregory Mockford - The Koll Co. 8205 S.W. Creekside Place, Suite "D" Beaverton, OR 97005 (JSH:br/1955P) ---- 12755 S.W ASH PO BOX 23397 TIGARD,OREGON 97223 PH:639-4171 -- _/ v By ' ` DATE MACKENZIE/SAITO&ASSOMATES,P.C. ARCHITECTS CHKD,B DATELOT�- -- JOB # - - SHEET NO OF_ - - r 07 L7 I r I � z� By DATE �� i 1 MACKENZIE/SAITO d ASSOCIATES,P.C. CHKD.BY DATEJD�— e /. F Gt �C- _ ARCHITECTS JOB ! - SHEET ND. Z OF Z r , 21 CV G Y L TOT/J Fl L 4 G 7 21 11 2 S 5,55 = � r/ 1 4HUT 'ff4w*L sf -jr swb smok%wvtww (Cur) MWWA"IcMwr aTATL) mmM 10►.1 w+ fin•. /NTw y sMos+t WMAPw "j-T CW VAAJ% CU w*sAo mwmft-r Q rssT �tu'r+'Tws Rai t g- 3 9.0 �} 3 207, C 3 � 7 � Z ��" N I M�,JS �V�. — �Lo 1. L �u511J�'�S �E►.JT EIZ. 'E-t',) ITI U E �P.tJ DS ATE lo to-Z- f3S 4. L.) 7-444E Fr`1-O-Vs A i N FAD�dM:C L.) M F5 --r t1 AT 4 E7 `rE FOL. 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F\\..`. \+vw w,. wwc-IA s,L To 16% 110Oh0 t Pt.R 2 C►oa�i��1!'t1'r1 •a' uerw� :�Nb1bE.l.1�'1"1C�A Olr P.\.� 4F THE r 3 . 1�.'�ovE '� wovaea RWbwK%Ml% '[NE a� ��wl►S Tk1E. cot�D�[�o�.�ti il.b'�c'1►t�-�SN�► �N RCSa�nc�J V40. �4-L� I�.Ne two t X�a��ro�a e��c ��ti cx ►�1, b�; 'CN1,�C 1►.� h"-k.%Lw\0 k 'FOIL N Leri L\Nt X*ftA0 Atlk3T c..� '��►.t N^{ r..�:_ C�,LCUL�T�oNS fid W"Mrb 4AMPOAL- �a4 Boa fit. P�.oti� �LL ^��otJti "IBcF ilt.1L b ►acZt -kMkx vqx a`� 'tNhZ NO WoRK bN�v.�. 8E TERH�'t't!� 70 WOE !'t"alk"a <E"tWia.N Qc�o�+E1t � � �Nls 1►.rlt��., '30� us+�T�t�tJ RECtivLL) �sa� Memorandum City of 'Tigard Tc); R.A. Wright FROM: John Hagman, City of Tigard 1 SUBJECT; Reconstruction of Nimbus Avenue DATE: August. 1.4, 1.985 This prel.i.mi.nary construction plan has been submitted to the City for review e.nd subsequent approval. or denial. The intent of the proposalis to increase the elevation of an existing roadway to mitigate its potential for flooding. Such is desirable from the City's viewpoint. Please review and comment therclon arid, then, return said plan to this office as soon as possible. (1738P) Nlar►ilc� ' AVE CiTYOF TIFARD July 31, 1985 WASHINGTON COUNTY,OREGON Gregory Mor_kford Development Manager The Koll Company 8205 SW Creekside Place, Suite D Be erton, Oregon 97005 RE: Koll Business Center, Sensitive Lands Approval Sl. 5-84 Dear Mr. Mockford: On July 25, 1985, the Hearings Officer granted yo request for a six month extension of Sensitive Lands Approval SL 5-84. Th, i, w expiration date for this approval shall be February 27, 1986. If you have any questions or need additional. information, ..se contact me. Sincerely, Z44- Keith S. Liden Senior Planner (KSL:c.r./1678P) r: Bob 1hompson, Thompson Vaivoda Architects Ken Stewart, Hearings Officer --- -- 11755 S.W. ASH PO BOX 23397 TIGARA, OREGON 97223 PH:639.4171 SPECIFICATIONS AND DETAILS S.W. NIMBUS AVENUE RECONSTRUCTION PHASE II SITE DEVELOPMENT K...OLL BUSINESS C- ENTER TIGAR- D IrmlE U ROBERT N. 7LTON. 4KOLL k4- i6/wx F roRTUNc,atEaoN 00 m F-PA MIN v Tigard, Oregon MACKENZIE/SAITO & ASSOCIATES, P.C. Woo a R""c"041 Mal Doff Lmm.CON 00w 9 r 601224.1670 JULY 26, 1985 MISA 285054 SPECIFICATIONS for Koll BusinEIss Center - Tigard Phase II Tigard, Oregon S.W. Nimbus Avenue ReconstruclJ on Phase II Site Development July 26, 1985 Project Number 285054 Mackenzie/Saito & Associates, P.C. 0690 S.W. Bancroft Srreet Portland, Oregon 9/201 (503)224-9510 OWNER The Koll Company 8205 S.W. Creekside Place Suite D Beaverton, Oregon 97005 (503)626-3045 CONTRACTOR The Koll Construction Company 8205 S.W. Creekside Place Suite D Beaverton, Oregon 97005 (503)626-3045 ARCHITECT Mackenzie/Saito & Associates, P.C. 0690 S.W. Bancroft Street Portland, Oregon 97201 (503)224-9570 STRUCTURAL/CIVIL ENGINEER Mackenzie Engineering Incorporated 0690 S.W. Bancroft Street Portland, Oregon 97201 (503)224-9560 MECHANICAL/ELECTRICAL ENGINEER Glumac & Associates, Inc. 920 S.W. Third Avenue, Suite 200 Portland, Oregon 97204 (503)221-5280 LANDSCAPE ARCHITECT Daryl B. May 11830 S.W. King James Place Tigard, Oregon 972.24 (503)684-3318 TABLE OF CONTENTS DIVISION 00 - BIDDING AND CONTRACTUAL REQUIREMENTS Bid Proposal Form 1-3 00.300 General Conditions AIA 201 00.400 Supplementary General Conditions 00.400-1-5 00.500 Special Conditions 00.500-1-4 DIVISION 1 - GENERAL REQUIREMENTS 01010 Summary of Work 01010-1-2 01050 Coordination 01050-1-2 01070 Cutting and Patching 01070-1-2 01085 Applicable Codes and Standards 01085-1-2 01100 Alternates to Base Bid 01100-1 01200 Project Meetings 01200-1 01300 Submittals 01300-1-3 01410 Testing Laboratory Services 01410-1-3 01500 Temporary Facilities and Controls 01500-1-3 01600 Materials an,: -quipment 01600-1-2 01640 Substitutions and Product Options 01640-1-3 01700 Project Lloseout 01700-1-2 01710 Cleaning 01710-1-2 01720 Project Record Docu.aents 01720-1-2 DIVISION 2 - SITE WORK 02010 Subsurface Explorations 02010-1 02200 Earthwork 02200-1-4 02221 Trenching, Backfilling and Compaction 02221-1--3 02550 Site Utilities 02550-1-5 02612 Asphaltic Concrete Paving 02612-1-4 DIVISION 3 •- CONCRETE 03100 Concrete Formwork 03100-1-3 03200 Concrete Reinforcement 03200-1-2 03300 Cast-in-Place Concrete 03300-1-3 DIVISION 16 - ELECTRICAL 16010 Electrical, General 16010-1-5 16100 Basic Materials and Methods 16100-1-5 16500 Lighting 16500-1-2 APPENDIX "A" - Soils Investigation Report L i TEST PIT 1 TEST PIT 2 TEST PIT 3 O E .:•I� , �� ti1L I r=�:•, s:'"c" slLr .It- sI.,NIF1.:4LEELEVATICN 66 T Accis Tc 7 �r1' • , ML .•. . • : �I,T ., - ' , . ,III. �--�s 1G 1•�r � i '' - � 1511FFr I L SM 9RL�N $It TV SAND IME."I.M DEhSE) nc, MLIB•OWN SI�,Ov 511T rlT- SI�-IIC:NT PC:TS TC $ ISTIfF�:JM � SILT" 5: .: I-ECIr CE'.SE) ti �• "CCL[ TC MCTTLED :•ZN A'�D Gear• C SMMOTTLEC 9o7v.N RND GPjY SILTY SAND (M(DIUM CEtiSE) D OCC:SICNIAL 141.-LY WEAT-EPED BASALT GPA/EL 4COLO• TO 900" IL I?, t COICP TC ;PAY, SCrE CPG:aIC MATERIAL _� :Cl = TO BRCMr+ DQ;Cd APPOC►IMATE WTEP LEVEL 1 t c Z Z p`p 0 _ APPgCvImATE WATER LEVEL :PPc'_rIMaTE MATE° LEVEL p 10 G^�' I day -FST FIT TEA-i%ITE_ AT LIMIT OF BA,KWCE (7.27-78) tEt► PIT TEP"I•,:•EC AT LIMIT OF OACK.MGE (7-27-78) TEST ►li TSR"INATED AT LIMIT Cf BACK-CE (7-27-78) 15 1� TEST PIT 4 TEST ;'IT 5 TESTPIT 6 C ELF.:•' 101, r=• E�E.r.-t�N 67 ML - I+ S.ti SAN:` 5 1 L T ►I+- SIuNIFICAN T ROOTS TG 6 tSTIFI ) 0 ELEVATION 69 ML BCL'%-ti SAN:v SILL w'1'- S1 ,NtFICA'. R„CTS TO 9 (STIFF) k I OPOWN SANDY SILT WITH SIGNIFICANT ROOT; i0 6 IS'IFF) �SM MOT7lEC c+laY AND BROIIN SllTr SAND (MEDIUM DENSE) "IGHLr WEatHERED tASALT GRa;EL'gyp'' uW, s - ® MF� GaaT CLA"Er SILT uITH OP .aNIC M:'ER1Al (SOFT TO MEDIUM STIrF) COLOR TO PNMLED GRAY ANC FROWN DASA( CCB8LE 1'�►1 GRAY SILTY SAND WITr MOTTLED GRAY ANO BROWN SILTY SANG ;MEDIUM DENSE) � SM 0.JtS10NAl !IF rhl; M«iEPIAI IMEDIJM DENSE)rAPPROXIMATE HATER. LEVELAFKZ) IMV.TE WPTEP LEVEL Z o/10Z IC D• C APIPOYIMATE YA-EP LEVEL � ------TES' PIT TEP"INA'E. A- LIMIT CF BACRMOE (7-47-78) SILF LAYER TEST PIT TERMIN-TLD AT LIMIT OF BAC/,NCE (7-27-7b) it ►5 ' TEST PIT TERM!NATEO AT LIMIT OF BACKmDE (7-27-18) i; Lj r �I � I I yI I J I ►.tl I 0 I r C TEST PIT 7 • u TE.',�T PIT 8 0 E LE',AT I C'. 72 M L "CTILE0 9F 1, :N.' �P.ry SILT ■IT- SIGNIFICANT RGL'S % 6 V :=C►'. SILT IT, 51 ...\Irl[a\ 6`CTS TG 8 %STIFF (STIFF( M L ) i L- CART, SRAM SILT IT- OF✓1NIC -IATE21AL AND WOCO FAA,i"EryTS cep(, ISCFT TO "EVIL" STIFF) C,- o S M 6 SILTY SA:C !MEOI r nl vccV WJ FOL r Ind 1 C:L".'c TC "r'-TLC-^ GPI's D•C BRO64 5 ® � cvt , 10 ® MH Av "LAVE" SILT WITH OP;, NIC ArEDIAL !SCFT TC MEDIL)M `,TIFFI ►_ ;,PLo 0IL 10 ❑ ! APPQ0 IMATE WATER LEVt- TEST PIT TE•MIMATEO AT LIMIT OF IIACKHCE (7-27-78) TEST PIT TERMINATED AT ;IMIT OF BACKmCE (7-21-78) 15 A WATER LEVEL NOT RECOPOEO D.;E TO SLOW PATE ^r INFILTA41101, rS NOTES: 1) TEST PIT ELEVATIONS ARE REFERCNI (D TO AM ASSUMED ELEVATION OF ILL KEY; AT THE SOUTHERN PACIFIC RAILROAD Clll>:SIIv, ON SCROLLS PERF+ ROAD, LOG �� ���� ���� "THEAST OF THE SITE. DA"FS L 1`1001,fS 001,f 7vPf-11 nMr IFi ® . 2) DISCUSSION IN THE TEXT OF THIS 41000' IS IECESSAPY FOO A PROPER DlStuuBlCSAMPLE UNDIPSFAuCING OF SUBSURTACE CONDITIONS REVEALED BY THE TEST PITS. ' ? PERMIT NO . 230--86 OF 19 �+s_, 1 w I. .,T" �,,..�.�::w-- ''4.,, _,.i._. ....r..► —+--+-'p.-•,�-�•"Ib-i�-'r. ........,`.a�.�l -w4.-P$a,. - ,+ _."'�^"'�'^..sis—.'a-aa .,�:.uC�a ,,,, �!"� I �,�Ii � lll � ll'� 1 , 1 � � 1 � �_�� II 1 � 1 '�� r t + ll �•� r 1 � ! 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' , � ... qMr.•wrr.'+n.+rr A .. �.. y A - 71�R.�-'.-_.�,_�� "ilI 1�.-'�--....,w�_.r.+��--- '.'� �- _. _-___...�c ./1.-!•y,� e.rr�- 1` � M SOIL CLASSIFICATION CHART GRAPHIC LETTEh GRADATION CHART MAJOR DIVISIONS SYMPOt SYMBOL TYPICAL DESCRIPTIONS • � I 9 ht.. ELS GIAvF. �r r 4 GA SANDkM� 1, Htt L11T, EORN) PARr!CLE S/Apf GRAVEL � -of INF. AND CLEAN GRAVFLS IF • 40 1 A/ArER/4L S/IE Gf0VELLY „-rrrrr. L hER LIMY l UPF[q LIM , � ~ , S,EvE S,,'[*• SOILS IIITTIE OP NC' ••�••••; P HLY GHAOEDGRAYELS, M'..IA•"ER` SSE �[ 5 :E• M.LL,MCTER FINE`' ;&..: GI' GRAVELSA►,DMIXTURES,LITTLE COARSE (1R NO$INES GRAINED FIN! 074 1?D(i• 042 •1�• SOILS S'LTYGRAVf4S GRAVEL 'SAND MFQILIM O<? 4100 ?'0 UIJ • GRAVELS WITH FINES GM SILT MIXTURES II GCARSE OC I *130 4 '6 r 4 MORE THAN SIiY l _ -- _--._ ��_ OF COARSE FRAC APPREC�AFI E I GRAV(: I TION RETAINFU AMOLIN' OF FINES) ON N 4 SIEVE / CLAY E� L;RAVELS.GRA;' EL SANG FINE 4 76 •1 • 191 S 1' Gf CLAY M,►TURES COARSE 19, :OBB.E. 76 7 M•N _-- -- I f±"'L�.ER` —j0aE1 12 9114 36 �,A.••o• MELI'GRADEC:SAND$ GRAVELLY I CLEANSAND •�• SW SANDS LITTLEORNOFINES i • u 5 STANDARD • ( .,FAR SG,,ARE OPENINGS SAND • ' o. AND • • •o • ILITTLF OR NQ SANDY FINL'! SOILS POORLY GRADEDSANDS GRAVEL I MOIRE THAN 50\ $F' Y SANDS. LITTLE OR NO F INES , OF MATERIAL IS LARGER THAN NO 200 SIE VE SIZE v SILTY SANDS SAND.SI:-T MORE THAN 50% SANDS WITH FINES SM MIXTURES OF ( TION PA COARSEFRAC AMOU(APPRNT PLASTICITY CHART TION NABBING AMOUNT OF FINEST NO 4SIEVF CLAYFY SANDS SANC-CLAY � Sc M XTURES L!OU/G L/Ml r 'C' 20 3C ar SC 60 70 eJ 90 100 NONGA\tC SILTS AND VERY FINE ML SAND.' ACV K FLOUR SIL TV OR C L AYE v FINE SANDS OR CLAY E r S'L1S W rr SLIGHT PLASTICITY FINE SILTS NOR.,A4K CLAYS OF LOKTO I ! GRAINED AND UQ V. CL IOL'' T MEDIUMPLASTICITY GRAVELLY Z gA\CY CLAYS.SILTY I LESc Tr AN 5(' CLAY! ` SOLS CLAYS Q I CH CLAYS LEAN CLAYS V In IK I ,V ORGAN:SILTS AND ORGANIC 4 Cµy L OL SILTY CLAYS OF LOW PLASTICITY 6A INORGANIC S'LTS,M.CACEOU OF X — --Y—_ lI DIATUA*ACE OJS FINE SAND ON p L7 I ('1 VIII I MH SILT*S_ LS v` I mL`, - --+---WORE THAK Ot MMATEqALl�IS SILTSLIOLIID LIMIT / N 't. :. �.-AYS.Cc i - I MH 81 OH i 54'A•'�EF THAN NO CLAYDS GRFATES THAN 50 r /� CH c AI C,J Y C i 20.SIEVE SIZE — Io OH OR ,A%,C CLA YS OF MEDIUM TO �+• HIG q F_ASTICITY,ORGANIC SIL% ' ML a OL -- - - -� too 101 PEAT,HJM,:S SWAMP SOI LS W T NIC:,L�ORGANIC SOILS FIT HIGH DR;•ANI.CONTENTS I 1 NOTES I DUAL S•MOOLS ARE USED TO INDICATE BORDERLINE CLASSIFICATIONS j SAMPLES 2 WHEN SHOWN ON THE BORING LOGS, THE FOLLOWING TERMS ARE USED TO DESCRIeE Tp4E J COkSIST'ENCY OF COHESIVE SOILS AND THE RELATIVE COMOAC'NESS OF CONESION:ESS SOILS IgpI;,ATES UND.S/VIBE; SAMA E IYpICATES OISTUR13EC SAM-.[ ❑ WOIGATES SAMPLIN: A'TEMP• W.TH NG RECOVERY COHESIVE SOILS COHESIONLESS SOILS I SAICATE S LENGTH )F CONk'4C' Rih (APPROXIMATE $HEARING I1 $TREMGT►' IN KSS— Nf1TE VERY SOFT LESS I.1N .25 I VERY LOOSE THESE ARE uSuALLr SOFT O.tS TO 09 LOOSE RASED OA AN LIA LY DEFINITIONS OF AN, A,OD 'IONA. DATA REGARDING SAMPLES ARE SOFT $TIFF 0.S TO L0 LOOSE DENSE TION OF % A SAMPLES, ME ENTERED ON THE '!RST LOG ON WHICH THE DATA APPEAR STIFF IA TO 2 0 DENSE PENETRATION REyST. VERY STWr 20 TO 10 VERY DENSE ANCE, AhDi SOIL DIENS-Ty NAND GREATER THAN 1 0 DATA UNIFIED SOIL CLASSIFICATION SYSTEM ST . oPN PERMIT NO . 230-86 � 6 OF Dames & MMoore�. ry .... 1 I PLATE A-4 ,d I .� t I i I I I O i . �If, t I � f' I �� 'I' 1 111 X11 1 �i . Ilr I 'i•�I 1 1 iI1� 1 III I ill NOTE : IF THIS MICROFILMED ."' 3 4 5 6 7 B 9 10 j DRAWING IS LESS CLEAR THAN t THIS NOTICE--IT IS DUE TO -QUALITY OF THE ORIGINAL -�DRAWING. _ 0E 62 82 LZ 9Z SZ bZ EZ ZZ IZ OZ 61 81 LI 91 SI bI EI 21 11 01 6 6 l 8 S b E Z 1 ""„" h1:�1�{IIIIif11114116111bf111 1 ? �t1Ot�llIil-till 1111111u�lfu�f�lf�iff Ilffu�l�t1��N,II jIII11rIIIIIIIIIIIlu11111f11 1 � .-=' r�11 X11111111 1I111tttt IIIII11�t�tlltll�..- _ J11JJ�tAWI �� �1 I 111 .. � y ' 1992> MARCH 30 rlsMniya3Klh I ' DIVISION 00 - BIDDING AND CONTRACTUAL REQUIREMENTS Bid Proposal Form 1-3 00. 300 General Conditions AIA 201 00.400 Supplementary Ge^pral Conditions 00.400-1-5 00.500 Special Conditions 00.500-1-4 BID PROPOSAL FORM KOLL BUSINESS CENTER - TIGARD Tigard, Oregon S.W. Nimbus Avenue Reconstruction and Phase II Site Development The Koll Cimpany 8205 S.W. Creekside Place Suite D Beaverton, Oregon 91005 ATTENTION: John Maddox Project Manager From: Documents: Per atteched Exhibit "B" Pricing Schedule: 3id proposals as submitted may not be withdrawn for a period of thirty (30) days from the bid date. Lump Sum Cost: To provide all materials, labor and equipment to complete the To—Mo-w-'75g work: Basic Bid: S.W. Nimbus Avenue Reconstruction, Phase II Site Work and Site Utilities Description Section(s ) Price ALTERNATES 1. Add/Deduct 5 2. Add/Deduct S 3. Add/Deduct E 4. Add/Deduct 5. Add/Deduct S Subcontractor Bonds: Payment and performance bonds may be required by the Contractor whenever the subcontract amount exceeds $25,000. Payment and performance bonds are to be issued on The Kill Company's form (copies of the form are available upon request). Subcontractors shall state the amount to be added to their bid for the cost of the bond. Bidders are required to include a written letter of consent, on enclosed form, from the above listed bonding company indicating their intent to provide the Performance and Payment Bonds if required by the General Contractor. Do not include cost of bonds in your bid. If Bonds are required: Add: 5� _ Name of Bonding Company: Addenda and Modifications to Bid Documents: The undersigned acknowledges receiving and incorporating into the Bid Proposal all applicable addenda and modifications to bid documents issued during the bid period as listed. Addendum No. (s) Dated Return all Bid Documents when submitting proposals: Submitted: By: — Title: Date: Phone: Note: If additional space is required please attach schedule. i. 1 1 t I { "General Conditions of the Contract for Construction", Standard Form A-201, August 1916 Edition of the American Institute of Architects, hereinafter referred to as General Conditions, are hereby made a part of this specification. General Conditions shall become a part of the Contract and shall apply to General Contractor and all Subcontractors. SUPPLEMENTARY GENERAL CONDITIONS The following supplements modify, change, delete from or add to the "General Conditions of the Contract for Construction", AIA Document A-201, Thirteenth Edition, August 1976. Where any Article of the Gereral Conditions is modified or any Paragraph, Subparagraph or Clause thereof is modified or deleted by `.hese supplements, the unaltered provisions of that Article, Paragraph, Subparagraph, or Clause shall remain in effect. Paragraph 1.2 - EXECUTION, CORRELATION, INTENT AND INTERPRETATIONS: "1.2.3 The intent of the Contract Documents is to include all items necessary fu, the Proper execution and completion of the Work. The Contract DoLuments arp compigmentary, and what is required by any one shall be as binding as if required by all. Work not covered in the Contract Documents will not be required unless it is consistent therewith and is reasonably inferable therefrom as being necessary to produce the intended results. Words and abbreviations which have well-known technical or trade meanings are used in the Contract Documents in accordance with such re .ognized meanings." Add the following: Terms used in the Specifications, such as "approval " or "approved" and "review" or "reviewed" shall be interpreted to mear, "written approval " or "stamped review" or equal ; "approved", "acceptable", "similar to", "directed", "required", "selected", "ordered", "reviewed", or like words shall be interpreted to mean that reference is made to the ruling and judgment of the A/E. These Specifications are of the abbreviated type and inc ,ide incomplete sentences. Omissions of words or phrases, such as "the Contractor shall", "shall be", etc. , are intentional . Omitted words or phrases shall be supplied by inference in the same mariner as they are when a "note" occurs on the drawings. Paragraph 1.3 - OWNERSHIP AND USE OF DOCUMENTS 01.3.1 All Drawings, Specificdtions and copies thereof furnished by the Architect are and shall remain his property. They are to be used only with respect tr this Project and are not to be used on any other project. With the exception of one contract set fnr each party to the Contract, sun aocuments are to be returned or suitably accounted for to she Architect on request at the completion of the Work. Submission or distribution to meet official regulatory rcgjirements or for other purposes in connection with the Project is not to be construed as publication in derogation of the Architect's common law copyright or other reserved rights.' Add the fol lowing: A,/E will provide six sets of contract documents to Contractor free of charge. Additional sets at cost of reproduction. Paragraph 2. 1 - DEFINITION 82.1.1 The Architect is the person lawfully licensed to practice architecture, or an entity lawfully practicing architecture identified as such in the Owner-Contractor Agreement, and is referred to throughout the Contract Documents as if singular in number and masculine in gender. The term Architect means the Architect or his authorized representative." Add the following: The A/E is the person or organization licensed to practice architecture/engineering and identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number and masculine in gender. The term A/E as used in the Contract Documents shall be taken to mean Mackenzie/Saito & Associates, P.C. , Mackenzie/Saito & Associates, P.S. , or Mackenzie Engineering Incorporated, or an authorized representative. Paragraph 2.2 02.2.7 The Architect will be the interpreter of the requirements of the Contract Documents and the judge of the performance thereunder by both the Owner and Contractor.' Add the following: In general , in the event of conflict between drawings and specifications, the specifications take precedence; in conflicts between General Requit-ements and General Conditions, General Requirements take precedence. In con'llicts between large scale drawings and small scale drawings, the large scale drawings take precedence. Immediately notify A/E of any error, omission or discrepancy appearing on the Contract Documents. In the event of a conflict or discrepancy on the drawings or specifications, the larger quantity and the highest quality shall govern unless approv,il for the lower quality and the smaller quantity has been given in writing by the A/E. Paragraph 4. 7 - ?ERMITS, FEES, AND NOTICES 04.7.1 Unless otherwise provided in the Contract Documents, the Contractor shall secure and pay for the building permit and for all other permits and governmental fees, licenses, and inspections necessary for the proper execution and completion of the Mork which are customarily secured after execution of the Contract and which are legally required at the time the bids are received." Amend as follows: Delete "Contractor shall secure and pay all fees". Add "Owner shall pay for plan check fees and building permit fees, including sewer, gas, water hookups, and assessments. The Contractor to pay for all other permits, fees, etc. , inclusive of mechanical and electrical . Paragraph 4.12 - SHOP DRAWINGS AND SAMPLES. 4.12.3 Samples are physical examples which illustrate materials, equipment or workmanship and establish standards by which the Work will be judged.• Add the following: Furnish, ween requested, samples of equipment proposed or specified for use. 04.12.4 The Contractor shall review, approve and submit, with reasonable promptness, and in such sequence as to cause no delay in the Work or in the work of the Amer or any separate contractor, all Shop Drawings, Product Data and Samples required by tiie Contract Documents.' Add the following: Submit all Shap Drawings in the form of one Sepia Transparency of each sheet plus one blueline print of each sheet. Paragraph 4.15 - CLEANING UP: 04.15.1 The Contractor at all times shall keep the premises free from accumulation of waste materials or rubbish caused by his operations. At the completion of the Work he shall remove all his waste materials awed rubbish from and about the Project as well as all his tools, construction equipment, machinery and surplus materials.' Add the following: Contractor shall clean all glass, replace all broken glass, remove stains, spots, marks, dust and dirt -rom finish surface, clean all hardware, remove extraneous paint spots and smears from all surfaces, clean all fixtures, and wash all concrete. Paragraph 9. 3- - APPLICATIONS FOR PAYMENT Add Subparagraph 9. 3.4: A signed release or waiver of liens form will be submitted by the Contractor and all Subcon^ ractors with their monthly application for payment. The submittals will be conducted in a manner acceptable to the Owner's le;iding agency. Paragraph 9.4 - CERTIFICATES FOR PAYMENT 09.4.1 The Architect will, within seven days after the receipt of the Contractor's Application for Payment, either issue a Certificate for Payment to the Owner, with a copy to the Contractor, for such amount as the Architect determines is properly due, or notify the Contractor in writing his reasons for withholding a Certificate as provided in Subparagraph 9.6.1.' Add the following: Five percent of the amount of the completed work up to 100 percent completion of the Contract, as shown on approved monthly application and Certificate for Payment form, will be retained by the Owner. Paragraph 9.5 - PROGRESS PAYMENTS 09.5.1 After the Architect has issued a Certificate for Payment, the Owner shall make payment in the manner and within the time provided in the Contract Documents.• Add the fullowiai: The Owner will make payments on account of the Contract on or about the tenth day of each month, based on the value of wor estimated by Contrctor in the schedule of values (and approved by the A/F .o have been completed on or about the last day of each calendar month. Itemized Application for Payment shall be made in quadruplicate on an Application and Certificate for Payment form. Payments shall be made on estimated quantities of work, completed and acceptable, properly stored, protected and insured. Estimated quantities shall be considered only as approximate and will be subject to A/E 's adjustment and correction. Paragraph 11.1 - CONTRACTOR'S LIABILITY INSURANCE 011.1.1 The Contractor shall purchase and maintain such insurance as will protect him froon claims set forth below which may arise out of or result from the Contractor's operations under the Contract, whether ;uch operations be by himself or by any Subcontractor or 1.1,y anyone directly or indirectly employed by any of them, or by anyone for whose acts any of thein may be liable: .1 claims under workers' or workmen's canpensation, disability benefit and other similar employee benefit acts; .2 claims for damages because of bodily injury, occupational sickness or disease, or death of his employees; .3 claims for damages because of bodily injury, sickness or disease, or death of any person other than his employees; .4 claims for damages insured by usual personal injury liability coverage which are sustained (1) by any person as a result of an offense directly or indirectly related to the employment of such person by the Contractor; or (2) by any other person; .5 claims for damages, other than to the Mork itself, because of injury to or destruction of tangible property. including loss of use resulting therefram; and .6 claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle." Subparagraph 11. 1. 1. 1: Delete section and add the following: For the dur,ition of this Contract, Contractor shall maintain Statutory Workmen's Compensation and shall maintain Employer's Liability Insurance with minimum limits of 5100,000. Contractor shall require subcontractors to provide Workmen's Compensation and Employer's Liability Insurance with the same minimum limits. Subparagraph 11.1.1.2: Delete section and add the following: For the duration of this Contract, Contractor shall maintain Comprehensive General Liability Insurance including Contractors Protective Liability Insurance and Contractual Comprehensive Operational Insurance with minimum bodily injury limits of $1,000,000 for each person and $1,000,000 for each accident. He shall maintain Property Damage Insurance with minimum limits of $1,000,000 for each accident and $1,000,000 aggregate. Subparagraph 11. 1. 1. 3: Delete section and add the folluwing: Fo.• the duration of this Contract, Contractor shall maintain Comprehensive Automobile Liability Insurance for all owned, non-owned and hired vehicles with minimum limits for bodily injury of $1,000,000 for each person and $1,000,000 for each accident and property damage minimum limits of $1,000,000. Contractor shall require subcontractors to provide Comprehensive Automobile Liability Insurance with same minimum limits. Subparagraph 11.1. 1. 7, Add the following:_ The required insurance must be written by a company licensed to do business in Oregon at the time the policy is issued. In addition, the company must be acceptable t^ the Owner. Pa raKaph 11.3 - PROPERTY INSURANCE '1.1.3.6 The Owner and Contractor waive all rights against (1) each other and the Subcontractors, Sub-subcontractors, agents and employees each of the other, and (2) the Architect and separate contractors, if any, and their subcontractors, sub- subcontractors, agents, and employees, for damages caused by fire or other perils to the extent covered by insurance obtained pa•rs,uant to this Paragraph 11.3 or any other property insurance applicable to the Work, except such rights as they may have to the proceeds of such insurance hL-id by the Owner as trustee. The foregoing waiver afforded the Architect. his agents and employees shall not extend to the liability imposed by Subparagraph 4.18.3. The Owner- or the Contractor, as appropriate, shall require of the Architect, separate contractors, Subcontractors and Sub-subc.:ontractors by appropriate agreements, written where legally required for validity, similar waivers each in favor of all other parties enumerated in this Subparagraph 11.3.6.' Add the following: In waiving rights of recovery under terms of this Subparagraph, the term "Owner" shall be deemed to include his employees, and the A/E and his employees as the Owner' s representative, as provided in the Contract Documents. .DUU SPECIAL CONDITIONS GENERAL TERMS -a brfosr Swbco"Imctor, don an) work at or prepe'n or foe( w% ! INDEMNIFICATION FROM►ATE,MT RIGHTS Subs ont,&Cta, %hal'nWemntr, fYatnel to ter site of co'ulrurt,on, the Subcomrscro' ►hal' pto•tde Ctri-fiatn of In and NOW Coeranew harmint W "s,en)chem sur,a ocnor a an)a,"Pi! .�olano^ wrannf 4 We tong co•rtesgr tr amounts nor You than rfgu0ted b)INC bprc,foeasens a as a tnh nocrotenl of patient ryhr wharh sera.be Fuji,alts"..(ontractol b)futon o'thr follow" use In connecran with or as a Pa^of the peftsreoance of the wO,k 0+the fwrnithmk er (•I teeth" Carr►roattOe As required b,the la.•of the uaie In as-h work is to be slit r%aleal%hehnde of anrh,n/.Preis n n0%o•ma)Isetaftrt be colflyd 1j)Patent Pr"ormrd topvltlht Or redrma,l, arra alis[&Sarum W aspenwr mclud,ng attorney, In%. whicP (b)Gfeorel LaaMli) Comprthen►ovr Gerrtel and Automobile bodily lajur) and COttlrancr ane) ncur n defrrtdttlg or adi"wNg on) wens claim. w,l or anon hover") Demagt webtltt). including completed operation, covrsdr. be the IWbang mmtmym hero,of wcn hype limits of Co"dract of ernsi specify a TIME Tent n the nw"cr of this Aseertrmnt Sueconteactw agrtr$so pynnusll% bodalt Injury M 000 combined single and dthgrntl) preform all pane of he week as the time scheduled bt the Contracto, and lmst sell ocrunence which Nall be w►sect to cMW by the Convacta as deemed nfcftest of convemmmt to Property Darrow and ugoreptor the O.ne11 PrOsenh el the Protect In the term["[" Subcon:raclor&Sort,that hf. ­ (c) C"IfWaMy Aawnfd L N1aWt):SprclGcan)eovrmg Subcontrscrm for Itabth IWF htmwff cmflf%ualq afwmrd Of IM present Of she pb and will,upon hit own to aoa,t Ir,confer wish the Cat1lrsno•b ata plan bu•ask tit coordinated,hegwrnce with n lar,cost and damage lnetwdtng attorney%'fern usumfE by Subcontractor the coal Of flow Cenlronot and Of etlnert and to a to be&bit to esardmouh!)unde•tas e foade, IAF VO•wOns of 1160 Hold Hermku Ago oft Ifni set forth below and perform hit wall at the trlrnt Ole%+bttsrftcal to the entire protfcl,howfvv.he%hall NOW Nasties Agnfata Subcontractor shall aoumf lubtln;. and uodemn f% Oar poets!•rill lorry phew Of hut wm►t&hod Of 14 firm dngnated by the Contractor The Koll Company from one spins,anv Iswi and all lou eau.domapers. teprnwh including enorrien Int cwt aaount of claims for presmwet Inturv. Subconlranor thall Prrpare ffM Obtain aMoval at required b) the Contract including dutil sustained by an) person or prnorts wllomsemvtr. eacludrns Documents for all bhop dram,W.details.tamplrt,and de all or he,thing,netnta,I,and emp,ovw"Of Subconlrenor and(a m)wr) to at dresruttaon of property d a esctdrntal to the powclltton of W work a%conformance will,the blood progreu Irhed.st Prnon or oroanteauon escttadmg Iola of use therrof onsing out d the prefer. He shall coordinate the.ort covered by Ilu,Averment with shat o1 all o1Mt ronr,ac PUMP of the wort, under this Swbcontran,e►apoml only such marten acrd ten wbrentranors,and of the Ceatrener to a ranntt shat wile facilitator flout efftcmnt 60101 and t aclu"vel,bt tem foul,or neghgencr 0f Contractor eomolenon or the omtsre work Contrseto,shall ha•e compstte control of she pttmr%ti on (d) Eaplosles, Collapse tad Uiedtrlreusd HaLard tk'hen the wort Of Lha which Ise week in IO be perforrsed and 6W Pan flit right to dr:dr the time 0,aide'to lulrrorn.•&=f tntol.0 en)subsurface ea,vnres Itr subcontractor shall pr*vrdr whsch IN inflows ponaon%Or the .e l shall be tmislstd or the pn0n0>or he .o,1 of hab010)eoverege for explosion,collapse find underground hazard(XCU)wish Othtf wbconrtenon,and,r or,nal, a aaaur%rnprnmg rhe nmol)and ordtrly con Cr rn,rumum Ltntu hated about dun O(lhf week of SwbcOar1e'Or+CIA the pram,tars If the Psalm n d­drd into Potts If ht suoconrsct amourst wt forth or Parspaph E is greater{Iran 5.'.000 the Sub- Subcontractor will preform wveral or or pent ramwluntousl), if required b) Contfsc oxereno•shall ha-it Its tnsurfnee company same The troll Company as additional fie- 101 dutd utdng I S O bureau forrr 00 l It toth the Collo.erg clauat added 'The Insurance !forded to the Add,t ona'Insured IS pnrra'•)Isuuranct If the Add,uonal loured has If the Subronrranor be sal to forfaub n any of the po•ltent herein,and to order to COW wvranu whech r applicable to the las or a,secret or conungenf basis, dee "petit,[ this final compinaon of the huJdtng.a oene'al o, ►pec el well Ihtrron, the tiflovu dthr company's lubrht)Under Nu policy shalt not be redweed b)Me erasure[[ Contractor dieenh she Subrontreetat to wort e.trltrst lot a wcOM third.or 0&S,red ssue!cohost,at obit[[" that the Sub"wlreno,aha"•.vel tad e,trnoae.(a shift),and it n undresood the-the UP%Of the Vibe" raqulred COnifewain Nell provide Ihaf Ills re•er&Se thtrrin fL Coedrsno,of to M►eny 1M actual non sou esu,the rase far regular nmr of sold o.n forded shall no,be onnlsed e•reduced tar",►)orrtner notrrr to IM Contrarl*r 1'-en tame Tent Jtp%orc v,ng std o.rnmw met:be cNfckfd and epp,ce"d doth by rpt Can at Ino IC 4i,poor 10 floor efffnt.e date or such nncellanon of reduction Ir,ss wens recta'%authorised agent at the bvJdrnd No o•etMnd or Profit r to be charged by she tle tover&St e.tdennd h any such Ctfltrwadr is ehcelkC or Fed%atfd. Ss,bevnlran Or SubreontrIener fa lad ovenaae shun procure and Ist to the Contrsr.m before she fffrnr•f date e!sues,tsecelleter, View Crnrfrntn co"fe"ntng to the about"gv,rerrmnu. If the Swbconrrana is behud as the work Iseh"dr, fish a rtfuw+in Lot wfft I s ORKMANSHI► Every park Vi(the coal Ir+ctn Cftr+Dtd Nal! be tstcutsd n client woelnrn,w 10 drl,vrr wetrrah a equipment pit whom tit,and dela"present ar •tit' Wooden" with the Centra" 0*cumentt m the malt bound. .ortnanh►e and the cowl.Vit if IAe he Cont pans thereof bases nal c ,so doted he Subr to s not if)and deh.e.ee en tt►nt the Contrera Nal.Irv%1M,reAO so titre"the S,s,brentrana 1n fur Pas fosmere, All walnanMlp shelf be of the Iest of Hs w-wal lrnd%, and all huh odd0tvfnel!ere. ,ad nprsloe foth.fan of natrea'and equ,pment at Swbcontrar aaalrea'and equtp"tent effort N the work hrnn drunhrd shall be furnuMd to ample tort mos,ane If each addnera'hbov a not oevlable,the Contralto,sat she suanutr% if facJuatr the proper and nprdneut eercution or is, work and)hail be stew and the bnt of the.'P"Ps" a kinds.ncrp0 swch mnnalt as ma)be espeuly Pro. nand to,[outs. .. Ism[ ranm et Ike htir'b real.10 wall a viffiw a to sped thorn ended la M the Contract Docurtentl to be aserwue land lei, how vast and h0hda"I 10 tasfh an udtsr a will Pa to f:mit:to speed up and completer sit.Oil e*trrteduk SATISFACTORY EMPLOYEES The Subcontractor hhall tmptoy lobe, Witnfar tory to INC Contrive. Subronrractef shall Femc,"0:rause to he"removed from the Protect an)employer m emplorrn who sir consrdntd unatrsrscr0ry by the Corn"et T REC'OL'RSE BY CONTRACTOR In s oe fnmmt tha- Sub.•0nractor at an) nmr The Subcon,recto,at all trmn Conn the "rube,or nrllmh to►wort)a wffecernt number,of p'overly tk tied.nmlmtn or a Lull, 1 pos'n.of ter wort ou,ltned m ten Con term,0uantety of mnrnal,If,Macy gsial0t).or n erfev b)ad,ud catru a bankrupt or inn than have a frPOtxnre'," at the yob s'te she u au'noturd 10 rece0v0 orders,to fist,an efrongenwnt prorrrdmg,or commits an.On of"ta"r"t) or make%at,Ouyn make decndoms reord,nl the work to be prfmmM and be rnryonuble for the lad "Wel,, for beaeftt of nedola% wnhnfo'Cearanof%eonbea, a fa.h to male twompt aOPr of wall Ineleded or IM)Subtenlran p+t"tr.1 to his mar,alnsen and bassoonist►,a Osi1%we any rnpeton to propel)end dthgrn, r,brondranon wuumt That wren rngwct Io eostrwr y,evert rt•%om. wamue. h Ivosrcuu the walk ce.ered of tion Avrentenr a Olher.tw fast.to perform full)an, vonwerltf, tape•simg engrave end taboret, work, at such cowl n dtrtned tit IM age end an or the Aaretmrnrs bete,"nantarntd,Censreno, Rett at hu optton.store t v%1 previa-t AFL-CIO or Tanur Meese'Labor Agrmmorrits,to br done of IN we of een twenty four(2al Noun we""note to for Subcencrocsot,Provide an) such label and strwel,on,ahrettor,po,nnng.for"pan of a building,orwswrr a Other coal,Subcon Oasfrah at nut be aeertaer)aha drdun lir ear tsertof from ant memory then due or rano,and Swbron,fwpt'I wbrensrarows oft—or)let P set and wdf contsnwe to have Ihe,uftef to bro esrm dust to Ise Sebeanesner forefoot thin A ff,rrrmnl, a Cent,actce, for the duration of shoo Avremtnt, a valid spisf op,eale end current labor &Srermea assay,at hitt[Mon,tr/ntnelr the Srocasronor's right 10 proctrd with the wort and to with the arr'oprate wrow M wbordonatt body.afrilrasrd with the Swilling and Con Iha0 nfnt,Certrsrror shall la•r the Pohl to now epos INC pfemrw+of the project m nrucven Tradt a Dtpanr"em. AFL-CIO. or with the Intl vtnanal brothrhood of the Subcontractor'%olarrhowwr and ale pwmuros". lot the pvfpow of cornpletrng spur Twmttes.Chauffeurs.U sfrhou►rnwn and Helpers of America M an offJutr thereof work nmluded undo this As,sement.of all fratRlflt tools,and OPpI%anrn Illetron,and It H ottrrd tha all such work prerormse b)Subcontractor and Subconlrona'3 tube*" foal employ on)alhel person a/[toot is frit"the wall and pfo,wlr IM ralt"81% canon of ever) lift shalt be retrofitted to acco,dancc .nh the trim%and coM'tiont Of thertfot In cow of such d,wonnsoriii of tee SubronrfectoCi,right to Ptacerd.011,the aid lobe-&S,nmsnn An)b,earh by Subcontractor o0 Subconrrector's wbcortranots •ort,aid Subconfrecto,shall nor be en,vkd to rtvr,ve an)furshr,pdyrernt singer Ino, Of M+) two Of wrh hbot a1'1evmtm shall con,it,wr a►brach of this Svbcontran Aorremrnt unto the.oft unde,alee by the Cenorarsor on,his prime Contract is cam lo ►ROS ISIONS FOR INSPECTION AND AUDIT Subeonroetor than fumnh it) psetel) oras" A,that I~ of the unpsd balance of the amount so be Out winOn 1140, Cawscros and to nprtsentsn'th amrlt facilities of ell limits for tin•pecung ramnab 61 Al'fvntrnt Retied,the f►ofrtbet mtesirrfd h)0t Conrado, In hnnhny the Subconna. for esof dconr,ucnen at the shops Of on)place wKt,f mere^tels order lh,s Alfftmea la I wort, swh tire„Nan be Pard" the Coettanoe to the Sutwontrana, but J rte', be on the c0u•u of prtre,ata",pracsst manufacture at trtamtnt Swbeont f Art" such fffwnw shall rtrtfd well unp0ed kos t IN"the Su Pfentrarto, that'prom) I, d%all funhtl fvrn%h to C ennutof as 0/ten a reyulrtd lull repona of thf pos,rhs rel the pat t0(ontracIve the am0uht a) •hitt two,r.pesr FI(ford.sur%wnoo d balance T nor col s1 aey plot .herr mar,-ala sonde, %140% &S,fement me) bit m the row,af til fspr"r mrwned!)the(e"rra"nt a&c ort pmde0 vises,to,fw,n.,n n1 malt,01,01 prewst0nr of mah.hctwfe end"pons W ehre.the prostfss Or such pepa,at on And foo Ln.th.ml IM"ort end ens dasuer,.c.0'fr et Cent y,for Its ree.on of Swhtnn penufacty+t on swh beta.' at ma) be teountd b) Contactor rncsud n/ on) plane. reactor a default. Wu he cM,leaMr to end pate M Twhcen"Kiel end Cer,,,sr ce, Is•,nit d d y am%to ta,be d prpa,at v The Cont•artor 61sal0 br etlr+ded&errs. elf hate a hon vivo orf' ea0n4&h reef, and apfuahtn raise" pv%be%ron Of a, Or H' ter Swhronrartat or tecoffoa bows tonewr.arnre di Ito eru'rs0If to w.wrr the pe,rown,tsw+rel If Cs"'•ar0or r1r.n not to trm0na0e S" ,•^ w,npt. toerhe,% fewmo(afda and it,-to, da.a trl.,�no n t1.ra S.MorOact aha 014[ na,ro ,,40' to prrwrri S.►.rm"skso,so'",Ir,rOmnw-r Centra:,", or 04 he S.r S.Aund'Ctn,%hall ,e.enf W:swcr fecosde(0,t rill of me roti '�,t0�. In'lar•a 4maim,nwnml teem tM aela) m afters[ protest 01•rob r Pv of)u's Orlut w;14Ad she It 101 PP"ud e,ma, be trgoned!y Is. Na,the Rhapr,mor"I .500-1 nossm GES CAUSED BY DELAYS TM prnne eonv I oonuln & bqudesod 17 CHAwGCr,Iti THF 1A01► The Sublets ferry he'eb,,,sen Ila tlirtn damryn tLux N she amour shown N Eartlply►,D or o&Ir l Should the whcaslra( 1a drfeult in the piopt• ee'tortr%OncT of hu work 'Ive'Tbt o the en INCOLSIMA!Cer„racl,to(lair or% and ail rkurprn or drn�ran%Iron asst aAa,,.on,to worst he Nall be la Me for ant curd a!t kti mete uvey dtl&t to tlx aatR I Nan+and tprc,fuAtMrn whets tfw"(.,sn damtafn tntludlry Irquda,ed ds%Wi ate til•mml ivnh"moss Ike Subca.,tar,e t adp-sy bo, ,4 CaMtsrana so do uenerned therefoe bo, the Corttnn0, The Sulutm+rwor Null be lean• 0nde, tion route when„ •,shin� rrro•to romnralra,wrt„el rained sat geou"Wsph mets(hotel!•caul'drfauh u surd by Onion. torloul,.101 or Gad a wbn , 4•• In the Comirsom, sutra"raP,M of bit fail-I fou e, near na/one brtond Ike snn+rol Of Subeon-racier, unh% the Svbnxttnnor 0`n wrasn rRopm bor►��,ilh m,o,rd•or► Suhco"••a(,n,0 J isuppor,aft dune Is Chops.,In, salsa of the dela.10�Coaranor sr horn e V' fiedu deo.ml d,f tet rnrn,n quahrt and-&kw Of ebv and ma,rmt m renev Con,rwol Shoal'nor he Iuble to Subsvntrwor forjlas an darmy aborted'n1 1 Wh •M.rO ship eforrmrnooned dusty a for Contr&nor's eclat,a for n,odrGtat,or o tstm,vOa of the schedule audt al the look drbrrae of C.onlrenor, a lot lOrwt or dunaftn The rlM,t of c'mpk Mn.,It,ertsarn r,%rd until rrr,nsh ortr.wur ►suhinl boar Haw d Chanlr Oder%inure bo, Chinet,a fa dela>'t caused by ahtt Clunlr Order If the nme Is f%lended all aEdrd colt,for aer%r Y rad'0 y t Subcantrsmors tnf,nal claim fm the C7unin aper wrx wen added owl.,be au•tvatd,a Ile barwmslmt ms's•ill ear be arbim so filar. TERMINATIO(.f�i AGRFEMENT Conrranor rneruTs the ngM to lerm,nalr IAIt A/rterrwnt in Ihr mots that the cwt l Confessors is termrnaled by Other a the p,Oyel1 Should the Cenlreclor Nen to ha.t any main woes M Onto"by fire oc(roup-Olalrrepht In the even,of,UCh tf}ynilah r, nasoerml bane sit Iry of urn Pa'fot�'d am a lust an( o Subrominnw pr,cn a fa s nryoluled lump juts,and to worse Ile c atoll k mulled only to M,mem M the Inter an,oum of aitiser eontrera m wrnrtq the Sulscontraror•di pr+IpT,tour teed r Aa afnaOl fie,tot,Nub ut fat Cat of the walk actually rompiree plus lies of cat of the work erwRy taw. ovrrheed and proru with or without a ttlalrtsurr 1leanaat lad ten en pMed fa firsts wpr-.wum o.erhad and Inna'I oprren The Subcontranor's markup fns e.rtAred tad aD so,the Con. prefn If♦1rrlr1lyd' fr'd au perm Intl not ncnt fbl A pnnnfa/r o/Ikn Subtonrnm amount .titch ralkats Ike valor of wary Be• n1 P"vnan.IW%and plan+,anln,blind le by Ibe Carl of u tuallt eomplered on propemion to the Subcontran•mourn. adtssncT of Ike temfittntrmtettr of w0el. T%"f slur be drdvned room Us sum,as Plot+dre m thu psra/raph the sonouat M ant laaymen's alsdt 1e Subtomtrbmm,pnof lO the dale of lerrespIn of the Subrs C�,argn fa lino and au,r'ial mull 4 wpponed ort heath chiefed ark tett Subconlrara Y4r roc le Restyled to any Clara".em data"of bee,aja!nst COluesr �t N Contnra's wrterinrrnderlt Svbcon,rona r,Ti taw yatnt,Ower( ?Of int additboetl,ncoed$ esnmuon,order%and filn u hevea,,e.Ie C1+rey CO ten a to audit u aha':Oi,pemutwn or Aamyn sit Ihr.tYnl e/Ititltb h eerier w Itrmtnatlon Thu Ati,ternem Nall become mull and wood and of no effete N the r-a I Mile C"lls ie.oh'ry, Com:rsror itself nor be canard the Cr-"l Con+ran or if for any reawn beyoed d we of t l Crntraror Nal!M unable 10 undl-ule prformante of mid Csrtteral C•onlrbn Tl1e Subeatatnaor abut adh... w,.!y Io tour plans rite w Ir the Archster Of Ow+r,ed r unkss a lecll'o Sulron+nr,ot dyao{I then ham u auillorued m"'Mill In welt cute the W-10 dloid cha:elt shall be undrruood and yrad upon In •tmsnl 1y the Cbntrwor end Sebeaartraa beta 10 LIENS Subrontraror ICI an&t art,-mit It4er1 milt and seta Contractor aria O.Mer 0mmsmcamanl Of said R%'sad work Addtnotu'loss Or dr,iso,from the plans an„ barmhal ya,rul all liability fa Claim$asod lens for labor prrforrwd or Martrub used w MPK'ACurvu performed cal:bout Innen autl+ortxauon*111 sot k 111611194r,to ntmburat• fu,nnked to 4 used on Ile sells. lnclud,ry any tents and raprnn rotsnerneys'fee, sant Deputed work Indicated or necosuy to aornplete those prayacn shall be promptly 40o"' m, rot I1ond, rpulrtd by lilk rampant or O.nrr and ase Incdental a Cense PWO"rad w ordered by the Contractor and the quem m'damyel msulunll to Contractor a Owner troy. such clatms ►unhrt.its tau Orm(or shall be sub•n,nad,mm�tedialety p,eraaher.spat the Cnur��i��y me ea, wit on such Clam u brought SubCOnlrarleF M&Il defend said sou as hag"tool mor'-a pmer and will pay and mainly any worn bn ase ludlmeni as mat be alabluhed by that 13 ASSIGNMENT Of CONTRACT The Subrw,rrercrw mb&fl no, without wn,ten deru,on of tour town in&std wll stimcontrenor yreTs.whin Ion 110)days a/lit.fusee etnwnl of the ConfrOr•,ar."Ulm,Irom%tn,nor cable+art ponlon or part of thn wort detratd,to cause the titre•of any wit o,bsm,o be rrmo.ad from the prrmun.W■ aur•sate"any pa ymen'' Ie alters,but will furnnn e0 lobar,aarr'ab.sac nlu,pmer It* rwml Subear,tranor ahall fait 1O 60 10 COn,taelet is suthorurd to mail whair.n mnasu,l fa perfor9antr1g er lhn A/remsenl TTr Coe,rano,a1&y aaipr a rnslfer IN wMan1'aill ,l,dmc I' MP it phew Herm&pr,epre,t 10 cauw mold ken Or SUM 10 bit militated ated w%ok or fan of this AI'rrmenl and hit to Oil rift I hr•rvndn,to ay oorp ills," b. d,sm,uand ter r"t Iheraf, together .nth eealonable &flat"* fen. Nall be ow dttdual,or prnmerthip wh.th he as to amt an ammo ardsalt't due and payable to Conrraro, by Slrbronnanat Subrontrsnar may blow Ont ben a wit also.*delrnbrd ow",dielf he amuses Ike tfTer+ Ihrrrof to be re+na.•d 14 ACCEPTANCE OFwokk"ERFOksrEDEYOT1ffRS T1"Stlbartr.ar�tdal p'ampoly w ad.anra, frena Ike perm,", abo" meaiemierl. and skull fumy+ de breis a (fur)rrdpow and approve the work performed M ashen that is 10 rwaA,te air also, U„n{I v mat be nor ,o sur Ow"'—mnor 10 wtlhhdd any ntonln Out to Conlrmow hoe O.t,er by reaso" w umilt�ly nista b the woes of 0-1 Subra.trar+ If tour Sabsvttr&etcw rinds Jose D4 .on of of suck beta ora wne. lenb ionee when 1a be unae ea-ptoblr lee char harry the C&wranet Ittht Subeon. 11 DISPLTM Ana r0nsmenrn the work of Lou,Subcomren mareh a[r}altapt}mirtm alai Oallt,lYV sal All Iy:m/, dorpu•"and she'mutters in question arising owl of.or rrlatnsd se. a s"Ings p Of the track Perforated by ONen IISO lion Conran of the b+•tch thereof Ino'ncerd,nl red are-umulm—f amount M Il PROTECTION Of SUBCONTRACTOR ! (1WN WORK T7tn Sulrenrnner dutiris Mal!b,senit bo, she Am r to strordan;r w so eke 1jon fh pj vb la mortar eflrc,ualtt fever and pare, she •ori to k doer bata%ndn and aw,me lits! dustily -odedS'at Rule+of Ike s.bit b n Arb,tn„on Aaror'anon tken alum- rnpontrbdu)for she Cond„an,he•teor wall,fiti,ecCvV&nra by Owner mita Cenlranri off potded that am award man bo,bare upon the term{here,(amid the rule febr On,ramoo lvnhe' yrrrl til Nnvidf ern bra Bean at aeteaury 10 p'a ort Its Of ap apphessDlr la the fan, n such Au,fev This y,eamro+Be to orb ifire sbaR wotlmrn Of the General Coararc r ped ohrl wbcoenenor%durnly from his oprer be nlRnGnr> rnrosrrabk undo? IM prctul;ng arbitration V. This p&nte, Iwo end from the tesub%IhrrtfM kowe%tt, rntrvt the Filial to tondur ditto-fry with ;rgnd 10 ant Claim riled and'"por cn-t Of she COM11"Is a"6 Industry atrb,rretan Rules of the Amerlpa A,b,nn,on Alwctat,on and/o,prr•ad,na sta,urnry la. The&.a'd ermdned by If RESPONSIBILITY FOR DAkrAGES TO'A01k IN PLACE Submit-aro,sha" ted a•bn,noss shat'w forth she.,Gttdtnpt or IM rsnl ease Iha!I be final via the W habit for an, bel a damalr to ant •art fit plait of t'an,rqu,pmets ane ma rra luamxn mut bill tnttred upon it a,any court he•inl Iurndlehon lbelvel M IOD use ovud fit him an tin yens, rmrt'•rn at funis Ter Srbrmun cl,shall t (•) In eke".en' that Uy claim Matt be ptade bo, the Olin, &joint, Is*Cenllanw asnvrt)leIsPOIl k lo,ant Irttt Imef"o%,Ihrtu a tUMalr date so be.aA.ma,rah. Iha'Int 0011 Of she work prrfotmed by Subconlrana herrundrt s belerl-sew looh.tqu,rwwn and other eratmh,T. 1"M, Munn, alanlvailoaed e-em tkoull•.ter h h so toaply wren Ike plans one aptc,Gcelanl Subcomi,raeloo Mar perfar. peres"Isr wool dantajrd me be /sacked al tea' fele aid the Ssrbratlnra may the work unit oar)10 term,dr(M,tt work a,work not to Compilers"jure abs wplml in some aha porton of she ptemnes Nara and speriGunolu to ted Sa,Mfart,on*like Cl.ner,sntlud'nl relrhe Ie dr work of other less damtailed b) ski rework of Subconuseroc,and If Subrew 11 LAYOUT NES►ONSIBJI MY The Contrera dot!treNun principal us% Anes Imre duputn she CIA-ph of'he Owner,Subconnacta shall Really Contortionist sod itch.ke,olur,or,led Sulwonnec'o,shall at uvl mrd akar bit stitch mn ort for that Subcennsr,e, a prrtornst list work ander protest, and submit to Costs. Ike accuflon of tin sock and fa ant loss a deatyt 10 wher cenrromoet n%laged tremor a detrund rot temisenatoon for emirs wort whsc4 Cdntrscror•ill wMaw work on the are by reason of flodurr of the undo,-VFwd Svbtasnu Ia to r out of or to eke Owasso In the r-fnl that Ike Ovnt,Mal d,spule any charge bused 1a bm fan,his work emerntit The Subronvsret skate tutor lww&lleT an lbs,actual Gr by'he Conersrtol 10 Cave' Svbcontrartot'l AenunA rot car and romprwttna Cmd,IMnt and drwh shall(null m prifen 866nmeost of fimish Wrfaers to,norm work Of Any item or ripsaw not included in Ike Subcontract puma In the opittsan of she Subcontractor) S„bconrrsr+o, y•rn that M•dl assume 1be If CLEAN LIP A,ase nMx%duan$she reunr or cnfunvnaa,led Srrbronrre(ta shr burden of prowrutmj its Cha m.to ohe Contrartor'I"&mt ys fit,she O.nn If aamwn the permit, m a clean %aft and mderlt tend„en Ruhbnn •aur mute, &n) lura 6611sult br loosen Online, end Contnctol shall be Iubm,.tjto ase►.rra and w,Nw ma,rml•Iti M rolkne0 a mm�•ed deet ase Ins frrquetsott a the Ca Iron pt bttiauon,she Centrutm out rtpunr Iha; Ike questron of sonehe ryhl%stood before, ma, erpu„r upnn rnmrk,Mn of the •as untdp- tkn aPretntnl she Suheon ablynaa of the Cenvsnot line Svbconirsrto,•sin MpKI 10 eM anothe,,be tncaa, %hall rrmr"r I,orr.the .It a❑Irmr%O,a') %+,amWn,d b„I awe.&,-t aK,drm IQ wbmu,ed to a,e'Irnan or Inyn'on the Cenvulor may retav'Ir Inn the qvn M oftr,ran end clean all ,wla,rt h%,vtr,. tq"Covi to er� . filet•t to she rrtfo Ilan of Ike rtjmn and eb618 ,ons of she Comforter and Subron,recla as Isamu of obit Alt,nmrn 11 Ike SvAonta to fad. IV Ir'fan s(lean yr Ivnra o"Im"' Io err eno,hn. be ►call"'l bkm,rt befo,r the tests, ,tibvr&,aad .•h,n toss rho) Ina,flat Mu,•chit rtr,.r,;a Mie b•red Gini f a le de to she Cert,a Mtrm,ned V the to INC ditcapon,fir Arepuu between Cemitruta end to nor, 11,at •„n IM' luncrutn e•he ediudlr•mormu I and m the manor'M nus she O.he, 10 the end thar'ke fell,"roniretr,ay Mel:be nnol•ed a of" TU IIII',n etreden, n„n Ike undr,.und,rof the In•,tkp-rrd Wit sr lbaf/rd or the Sube on dull,'”orf she"1-161,e" e, Iisja�,om shali be Gnat and it,Ike raw of e,►rrs Marie- and deduc,rd I,nn menet due vn&, Ile.. Ian.eat br tntrrre a a tudlment b Ntw, WaGce,a"a Suhen t int tov•t a/row,preen, tv"td,t+,on lrsn tel Iotrmar ot Su nundtm . li ser„ he rnn,.dr,ro picot'wc.rr A 101 is 500-2 is USE OF CUr,71ACTOR S LABOR. ETC la IN e`e+l SubrO& or ewltegvernly moved hwf,nls.or rRulataro Subronrrwor Yom requisites upi .a shaD %tore Contractor'% epu'pmett labor factttehaus, teirvuors. urrlilw., furntah"mos se"farary b Contractor that any Or all of the fare*oW LMlrgat ere ,a Light. water, ladders. toffoW ng ere , he Shall rsemburw Comrsnw era a he'*ben fvlrrlted. Jrrrm,ned ratr, unless orhenrte uarrd herrn Further, that to as Garr/ Subcon• arta assume all tnoort%tbttr la and &hall hold Contractor hsm!eu from any hlo crwttflcatf pias ne parmmt made under shit A/,rensrnt,eacap ,M frnal ore rta,rnL etrtron& drrnand& damage luitdotn or tapers%& trlclrrd�ng kVIJ fees rttulttry tirvcatn or final palmeri Aa be conchusr•e rrdentt of the performance or tan Con, m the use of ajee by Std Subcon:ranor or hit 11i rnployews,Of permtteo,in' lean villi wholly a,to W.and no Vavrnrnt&hall be conlerutd to be an eenptanct of ding tniune cawed by unafr conditions. ►herhr caved by neglytnor of Contras- de!ectt.e work Of tmProper rearrryL Subcon'racta has satnrred h1m&etf,b)Ito own us. leas Agents, Empbyen or ahr,ew wefl.gat m and rotor&%.regarding all the condition%offeli the.ork to he done and mserub to be rw,"all ed.and a to aw nMrnrng and intention or the plan&and wwrom. Conrrsetot shall he,e the night to utilut the Subcontrwai faeilitie.rpu+pment or Lion►and the genual cendnns IN f,referred to Minn,and bung hu concbsuoa,o tfroidtng at no siddttiortel cost rherno II the Subcorttrasrer is directed to wpph "Wulf thu Subermtrw M such fn,ettgatwn,independent or any numate of other is. ,I�ue of peter capacity, or for if longer duration than requnrod for the work foneute"prmarad Of furoLelled by Owns. Architect,of ronuactor.propose to fur. Ter Mer.the Contranor will pay ru Ropontonate there or the emu.mid progortws Ria%cartaln twmpfetad.cask,bran decnbad,a pan or said project No Mitsui r bd to he rued by the Contrsnor. of Subcoranifnor pwtaling tis Subm"IrW,and aero norti agrermi all cen.autwa with any repeexnurivt of Owns,Architect,or Contrsnor,either,before or cher the e GUARANTEE The Subconrrarco,guarantees alt rater%"and workmanship anu aeutim of this Submntrul.dna&aRaa or modify any of the tenni Of rrbl'ptww cot► roof to rrpUwtt at hu aok cat and apmse and to the awfaruon of the Conrrsna. to surd liti AN prnwros of the abort mertsored Gem and Special Condnnore, y Or an aateTuh adjudged defer or imoroorly tnatelled r w+ft its guarantee the Contrtva Doeumeeu.30@drmtiwu.and Dn.tny which are applicable to rhos Su►con• 0-r and Coni-Senor aptst liability.losses at damage to any a ehl pans of IN*04 t:tLet at.h&rh m any Story affea the work hemi dcK"bed.shall have the now effan a i/ w iii from Lid tnststis n dui a penod of am res from completion and ucep• Stmtim in hull m ehir Swbeomlrta i encapt insofar as Such prewnnens may be gmrw.L&y tau o!the cadre prolan If,ho.eva,the per-iod of rr4Lsntw is stipulated in neatest of Chgnpd len Ilse Swbcostract_ " r.ar by Lite Contras Documfnts. Subcontrsr.or than be bound to rpecifled AN ,arantea will inure to the brnefli of the Contractor.Owner,their succession of asupsa, where Drawings and Sp Ore atios can Rin with the law,the taw IS to be followed. ,ndud,g equipment wor+sntrm where the Drawing;and Sp mrK$Itm conflw with the law.Subcontrsnor Shia early la) Addrtioral terns applicable to Roofing Shmetmeul Caulking and'or Willerr the Con,ranor of each conflict is writing prior to commenxtng the work in See%conflict. Proofing Suncontracti SubeOnlranOf area to ma'ntaln roofing,wtef roti ti gsavtls,ops,fluhingi and count&,fysntngs in a watertight condition for the The Subcomrnnor •an promptly actify IN roper depanmenu r orrrcul number of teen spctfed In the Contrsn Documrnu and in Ln)Wort not im bodes then as work s ready for inspersion and Shan.at once.do an work required to than 2 yen If tM wsfrp,00fng or roof inks, the Subcontrssor a/reo Ie ramowe any vfolauow or to(amply nth such tnsprnioru,wnthou!addttoelal Burge to nuke the necessary permanent reporter trhmed,attly,to produac a watrnyht eon- Csntrw*f The Subcowrwar Shan perform all work netrlsary, to obtain approvab d«wn and apes to rfrmburm the Contractor for any eau required to reptur from the authorities twnuamW above without additional east to the Contractor. Stun damage to IN wsns, er,hngs rsatures. furauhings, paintings or duom 'rang,erC.,Caused by the feats Subcontrsnor win remove and replace any 25 SIGNS Subc ettrsctoe wet 101 place any temporary Of permanent ligrss on any;Ni work necetury to gain actow to rhe roofing a waterpirooffing membranes bli tion of the bu$Wing, the POPM y Or farm escwp upon prior written AuIhoison d wain(aind h-funder. Commence. (S) Additional terryu appl&Cable to Plumbing.Meii Air Conditioning,Ek bice. Fut SpnMkr or Pioeau►tiling Subcontraru Sutnronnrsetor shall be responso- 36 TOOL SHEDS d BOXES The Suhconimemor ant provide,locate and relocai and bar for alt damages to the buttdtng,furnishings and an rmpo•tmenu wxludrd in ehaintein adisci sheds sdior raol bele"N desyna'ed by Contrera Contractor win the Genii Conium caused by Inks in the piping or cerndun rmirri isuunad actor be responsible for any clothing,tools,Sinai of equipment lou,damaged,aoiw hereunder, or des to leaks where pipes at condtsif go thrci walh er Jabot or&atre/ad. where the)olnu wound such pipes or corm are to bar wuerttghi The Subtor► ersti►hall repair N hu espmae L!!darrtagr So ousre or wo trmbures the Ce► 2'r RISING COSTS.The Cmtrsnor 4rm to pry the sum hernn as forth Ill arT*w Ieli fa an) Cas reputed to repot sutler damage to the walla,MURVI Rs. fundt for Such work and mSficm .and rn she marine,and a the limn hervus in foi uara,furnuhmp,patnttno at decorating,ac,caused by arch Mks. Sed sum Se intended so, ,,,t J leneao In cam,form n or unro,sousi iodudiW (c) Additional it ru applicable to GWs and Giatrng.Cunun of WIRdo.Well.or witMwl ensuing the F"WsAly of die(OMO .Lasa,labor,matmae,and trsnspwla• Ston From Subcontrscu Subrentresi wl!be raponubie for VI dama/er 10 tics(eii an of which an to k borne safely by the Subcontrei AD lou at dunapr dee studding and flimah'ngs,and to all tmpro•enti caused by Inks through, arsuy from any of the Stark pfrformed ender the Contras through unforeseen M undo Of around such worn Subcontractor win•amci and replan any work AS unusuaa obstruetios,difrtavlues Cr delan wbw%may be Encountered In the Presacution mquirrd to gain atteas to aourctn of leakage to be tormented Aetrundn. Stf name.or Ihroyo IM anon of the efwmenu.thiW be bone b)the Subcontrarsr It is mutually agreed►nweasl the plume hereto that no pavrnam nude under this Cecina. 2i 2UR ISDIC—nONAL DISPUTES The Subronlrseta neeepu and Woes to be shaD be emwtullve ewtdeacf orf tM perforyrarsce of situ Comrsct,nthr.horny or a pan, Muer:by the procedural ruin and rr/ulatwnu and drcu�ons of Lhe appropriate trli unak no Shat it be("torsed to be an wti ptaii or defeettve.ork or imptoper mattrub,of sprafred to the apprcpratt labor Warru nu for the w:kmeni of)unad,citori disputes ger approi of any of the knoll is any requuiucin made or 1i rendered and wtl urared4tely comply sushi any dectsi of will tribunal%,which Wisto the per. {or+nartce of work covered by the Subcontract Subcontractor Wee to bind,by orrtttea b PAYMENTS contras.W of hu subcon iranon or wiry tern to said proodunl ruki+red R/ulatrotL (a)The Comrsnor Wvn'a pay the SubmItirsi the Subcontract sum Ltd other and de-Litons Of Std inbunah to the same mart"• and to the aunt effect as provided amounts tins ally bscoi due SubconrrLcior under this Agreement oa a about serer&r wt h mmi to Subcont•Lctor the 234h of IN mend. of. wed Coetrsc,ot her reserved payment hors IN Owns ter wort eanpkned by Subonrillma a duruy tax Prrvrael tskndar 22 MIATTRLALS FURNISHED BY OTHERS In the event the trope of wort include worth,howrva.flee Contnena Me)learn at pan aeynl)few Subcoetrsctor's utrusiatton of materuJL or epuupment furnished by alms,it Shall be IN rapohanbrlty of rulfWmenl of Seel Soi cratmai go snout, equal to in actors, (10%)of the tie Subcontrsnoe to naarrtie%e the merits ea pro,tded and thereupon handle.arae and It wive of the work awp4ktad by Subcontractor as drtarmaed by the Coatracm PAD the teas with such skill and tare its to insure a utufactafy Installation Lou or and/or Owns for Lha purpast of subcoaimi Program poymenu to the Contuse• daurwt due to Si of the Subcontractor►hall be charged to the amount of the Subcoa• nor Pwal payment shorn bre Us&.heli Rad a the Certl'anor recenwr as MW frena and dledvcud from nonoa due uncles tho Agremrns. peri 6na She Olow. obheft to the powialos of paragraph ICI rind Id) basic . 23 BONDING OF SUSCOWMACTOR If PsrW10 C of thu Subcontr1i Apse• (b)The Subtroetrsnor rata prepare and prfsrm to the Consumer,for its BW Do mrnt rep-oras the Subcontractor to furnish a Subrontract Bond.If,3ubcontresi Tha1 era or before sip ba do) Or free% Wends month a {latemrnt Moura{ the wth'rt 10 atLrndat days of the alimuon of the Agoecmer+t, furnish Such Subcontract amount der Each meds Sten shall contain the followty Wed oe The KOU Company Bond Form with a wreq acetpuble to the Contractor Thr I A Stalertras of tbf eurraat wbcontran sum wcludtng approved Bangs bond premium will bit Will b1 the Subcon,rsi and a uwludod IS the Subroniran eders amoutit.and any ucrtueo In the bond premum rrtulltng from clan/"to the amount of 2 The psis Lap of mntpknion of the rurrfnt subcontract rum t%u Subcontran %ha11 be borne by the Subcontrectm The Subcontractor wiU not pro• 2 Lau rerntwn apyitobk net with any woH until the SubccR;ran Bond v received and approved by the Contras. a Total amount clue for ! Less previous paymmu. d The net amount due foe the current pend 24 SUBCONTRA TOR AS AN INDEPENDENT CONTIIACTOR Subcontractor it Contrww b sat required to make any p4v"wnt to Subcontrsctoe unless Sub- ndependent contractor and%hall at his sole cat and eapense and without rnc,Elat IN tontrwor shag prrvtoi have pro,ndrd rrkases t►nvred by W prswu who 'Orti'l t Prxv romplt.th all Li tasks,ord,'unrn and rqulill oro of ell go,ern- tough, have aeduLAK's 4n, asp Rarer or labor and m.(erral bond ryh'.s n bodrn sui ,unid,c�,on a,r, the work, obtain elf nrcesasy 1411 and L:enaes "tai the proton and aresng out of.ori frforned urdr this Subr rmrsn. thrr,for pay foe connections to sui flood control outfallwale or stn Ironnfectrtc. way Tlr Kos Cowowy fors K I I or K Ila Wang.ash r,idre&x d My- gs o fai Si Storms or aLvmj" rets applt;ablr therno ore~.facturer's tau". went as&vobc&W to V noon&and Lison trust funds altvtr.,•." Lia tun procwung;un and all fedt•tl and torr USA".rn►�raPCe ii CO" It) The Contrsi nu)withhold"cera..progRe pe'"'i 'inwhole f Lit Pm tr,bru for Sorel Secvnty and L nernptnymrnt wi gut mrsurr�by•4n taluses, N order to pram the Contrtaii a li Owns-Iron las lam. r d ON ahe, em+uneratvpn%pW to Subcontrutor's employees,.Mhwt hnurd under t►utissg 1 Delmn--t wok Set rrmeded entwng materials no' rr'rnul"d cltfn up nor pr f Or mw, K hot .S00-3 i 2 CYumt Alec a nratonable evtdersee tndlcettng peobabk-r't'ng or darmt,wl hrruntwa end Subcon,rart•shat,urbcil%comp), ••ts all air,%a,&,, rvtn rC,': dudrng clam,coprrrd b)Intunwcv until such cimarrtt are accepted by oirnn: tion,or resW,reMrwntt of all srdeTal,wolf and local go,t-nnwn eetricw,nrnung air„ I Fulurr of Subceniranov to make payments proper), to hit SubcOtttralmon. garr,dwttan e,r. tad•ori including bis: no• hmnrd to the led"&,stiff ua,r OSHA or lot labor trateTtal•of rqutpnwnt,snmponator or thrpping tout.wan, fstukat,ons Suneontraela Mali rPdrw,n,f) and air Cort,to:,or hamlet, Isom en. fm o,othr •tum, rowing out of the.orb, bait)'., b,,.cit,,.daer,agr or esprnv r"cfud,ng at,ornr,• (sr. •titch Conry;'•'"u a Rntonable do,rot that the work can be comp)tr,ed for the unpaid batteries of suffer Of ecu,at A Mewl,of 111"1 Caw..Of Kltpn pra;sed,ty n,at,"or sort sto`pas the contrect am, Ofnml at-of on to a"%a n connected silk,hr Idle frd,tota,oa 1,Sub(oeveKton of an I Damagt to mother Subcontractor, andlot Co"traior, such Off- oder rule refulal-or of rrouuer"rrt,.Anna %uch,rola,Om is uhtma,et, d Reasonable tndtcanon that the work will not be cvnpktn on tcixduk or peo,ed at not a,nh,n the contras tetter. T U""1114son powcunon of the wort b) the Subcontractor, is volt hr", the Contrscta hod,ted Subconrrsc,or in,botation of the stormier 1 Failure to doi "as built..dra•tny lawlen guuan,ev,or%WTMtes.or Iaoned health and tafen Met.wnnled,atr Polite-;It be p,m to the Subcerirrac,ot's fell. 1 Fatlurt to otrasn the appro-ab required b)an) suthont) ha--mg ysr%ialki,ts. PMM111811,e If the Subconuanor don not rtnmed,a,el,cnmmrnce to curt the,lot, When the about pound%art removrd b)Subcontractor,payment shall be sad• Ito"and conttnut to curt the,,,Wwm.nhou,an, dela, •hanee,rr. the Contra;,o, for the amounts withheld bwAuw of them Contractor me)mquin that Subcotr sal irt,eke the Pro„wont Of Antak I eurp'the'the)A Court an[len nen Ke requite traner furnish rekatn in a form sa[ls(actery to Contractor for all clam,dads teem aill wt be required aedrr 102 and I above,and/or w omming invoices.ncetpti of other records to wbuan.,nt the acrounit owing or pud as Cotnranor sat)requite. gI REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK Subca"iraner shall ads potted with any vote& nor retrt,r pswwtent under thu Subtontrect until. No Progfm payment,not any partial or metre use.or occupenc)of the krojM among When thing% the Connrsctor hat rtmved a lull)ro"Ied cap, or Intl Subcor by the O.'ner.khan constitute an acetpianct or any work not in eccordanet wish tern Aptenteat lWher web approptrtr suunancT evnthca'n end a Subeon[la she Subcontract. bond.N required Id)Thr balance awinf'o ted Subcontrwot under the+rens of this Agtserrtenn shill 22. ATTORNEY FEES IfsiMr Pon)bstonnn invol•ed in In'puior,of arbitration am be din and parable Ihnny Ave(371 day%af'r,compk,tor.and ecerptaner of the sing cut cid ihn Subconcrnw%an she performanet therrof,the coon at arbrrrtor panel, project.and the removal of an grounds fin e+rthholdtng,enumerated aAAer 21(el Kttf,4tlgab0r,Of arbi,ranoP or it a bewrre inn.Mall ward utorne)Im to the pre,a, above,and wisfaeton proof that all•arms,including tun,roe-AS-lost of the ori pan) Unless Iv4gmen,ton b) defauh,the atarnn fee award dull not be corn war►hrrrunder lend an)Inns related thormo)have been rerka.ed Pwi d in aecordancT Pn/l any noun scheduk.but that,be such at Io full)rntnburw all anorwr)fee%actuafl; rnevrnd to good faith rteprdleu of the tier Or the judgnstet it be. (e) Any and all fund:payable to the Subconuanor herrundfr are heat)dee(ared to .g the etmt,on of the penin to fulh comprnualr rot ell anornty reef ped or mcunr eonstnus true funds to thw hands of IM Subeonfrasor,to be spNtrd first to the 1n goad rank. payment of Clams of he subco"tresors,, architects, eng,rnrrs,. swf.fyw . tehorers and matt-ialmrn arising out of the described wort,to claims for utilities 33 NOTICES An)no wit required m prrm,t,rd under this Subcon,ru, me,be g-” furnished and tarn,tnpowd,and to the payment of premiums e"surpty bonds, by erdlna7 nail or the addreu eontetnrd to the Subcontract,but such address ma,be and other bonds riled and Premiums on insurenev eccru,ng during the construe. efus"►)wnnen notice green b)one pane to the other from[ltty to[lint ktotict this hon it the deu Tubed work,before oppheatioa to any Other put pow W drented remind in the Ordinary eovrr of the null P NO DELAY BY C'O%TRACTOR NotwitMunding the foci that a dispute,cow Sd GENERAL Any provwendtAuSubcontract which shaft prow wbit tnveld vo,dor Ile.rn)of quru,er OW1 kovr rimer at+lel in'erptewan are") peovnrOt,or the Agree- takpt Man rt-at-Si effect.tmpatr or,"vandstr an)other provision hereof,and such. gaunt.At prform ,"of any work,ted del,wry of any matrtAl,the payment of any semai"mg povatoea shall remain All full rota and erten snonin to Subcontrsso'.M Otherwise,INC Subconteacto,agree%that i,will won dntertly M indtersly stop or delay set)owl all par-of work on its pert required is be pnfor it . The Ceni-w contains a1 of the Agtremr•tis of the Imi hneto aiih respect to an, en stop or dela) the dchw) of ani eta,rrrh en Its peat required it be furmst" mann•aimed or ntent,ofwd w Inn Co"tras,and no mhr Agrren%en,at unde-vand,ng hreunder, peridtrig the drerminatson of such dispute M eontro") regsrdks, Of *AD be NTectire to an) purposr No prn,v,on of the Contras nal be amenoto to alterhr surh tenuoom).dispute or question n sub)ees to arbnte'tori a bill,.-• es. added oro.camp b)on Arresnent n wrw,r.I ugned b%thr panes hrrrvo. IO SAFETY YYw Subcortracset Mall at its c•wn victor end espenw Protect On cwt Net war."by Conimmor of cin)pravu on or the Comets Char be dremed to be a rmplcvrts tmpin.ees of Connacter and All Other persons from Mt Of death.+rile+)Of traivrn M any 1rnAet pro,area lierrof a of an) wbtrgvmt batch b)Subcentrsc'ot of brad 11 harm arising out of or in on., sat)connected with the work to be ptrforwted store sena of an)ahlrr I:ro,rt♦ata t I .101 .sdati DIVISION 1 - GENERAL REQUIREMENTS 01010 Summary of Work O101u-1-2 01050 Coordination 0-1-2 0105 01070 Cutting and Patching 01050-1-2 01085 Applicable Codes and Standards 01085-1-2 01100 Alternates to Base Bid 01100-1 01_'90 Project Meetings 01200-1 01200 Submittals 01300-1-3 01410 Testing Laboratory Services 01410-1-3 01500 Temporary Facilities and Controls 01500-1-3 01600 Materials and Equipment 01600-1-2 01640 Substitutions and Product Options 01640-1-3 01700 Project Closeout 01700-1-2 0.1710 Cleaning 01710-1-2 01720 Project Record Documents 01720-1-2 01010 SUMMARY OF WORK PART 1 - GENERAL A. DESCRI0TION: Summary of Work includes, but is not limited to the following: 1. Work covered by this Contract. 2. Contracts. 3. Previous Contracts. 4. Partial Owner Occupancy. B. RELATED WORK SPECIFIED ELSEWHERE 1. 01050 Coordination. 2. 01085 Applicable Codes and Standards. 3. 01200 Project Meetings. 4. 01300 Submittals. 5. 01500 Temporary Facilities and Controls. 6. 01600 Materials and Equipment. 7. 01640 Substitutions and Product Options PART 2 - PRODUCTS (Products not required in this Section) PART 3 - EXECUTION A. WORK UNDER THIS CONTRACT 1. Reconstruction of S.W. Nimbus Avenue to the City of Tigard standards and specifications as indicated on the construction drawings. 2. Phase II site development, including excavation, filling, and base for project roadway, parking areas, and building pads. Work also includes paving, sidewalks and extruded curbs, site amenities and underground utilities to within 5' -0" of the building perimeter. 3. iegal Description: northeast quarter Section 34, and northwest quarter Section 35, Township 1 South, Range 1 West, Willamette Meridian, City of Tigard, Washington County, Oregon. B. CONTRACTS: Construct project under single stipulated sum contract with alternates and unit prices as requested. 01010-1 C. PRINTS ARE AVAILABLE THROUGH MACKENZIE/SAITO & ASSOCIATES for the following (ost of reproduction: 1. 32" x 40" sheet $1.50 2. Specifications/Detail Book: Complete set for $20.00 3. Partial sets of specifications (by Division only) and details (by Section only) also available. Cost varies wiRT—s ze of each division or section 4. Minim un order $10.00 C.O.D. required. Orders placed before 4:00 p.m. (week day) will be ready for pick up the following (week day) day at 1:00 p.m. D. WORK NOT IN CONTRACT 1. Bu' lding shell , including foundations and all building utilities. 2. Water meters (fee to be paid by Koll ; installation by Tigard Water DOstrict ). 3. Reconstruction of S.W. Nimbus Avenue landscaping (new landscaping to match existing). "END OF SECTION" 01010-2 01050 COORDINATION PART 1 - GENERAL A. DESCRIPTION: To enable orderly progress of the work, prevent duplication of effort and ensure proper sequence of operations, Contractor shall coordinate the efforts of all suppliers and subcontractors. B. QUALITY ASSURANCE 1. Throughout the progress of the work, the Contractor shall provide all necessary personnel thoroughly familiar with the specifications and drawings, completely trained and experienced in the necessary skills, who shall be present at the site and direct all work performed. 2. Conditions of surfaces: Surfaces previously prepared or installed by another trade shall be inspected carefully before applying subsequent materials or finishes. If an unsatisfactory condition to receive finish exists, notify the General Contractor and A/E in writing, immediately. Otherwise, assume full responsibility for resulting appearance and condition of finished surface. 3. Covering Up: No Contractor or Subcontractor shall cover up or conceal work of other contractor/subcontractor until same has been tested and/or approved. C. SUBMITTALS: Submit name and background of Contractor's and all subcontractor' s representatives who shall direct the work. PART 2 - PRODUCTS (No products are required in this Section. ) PART 3 - EXECUTION A. Contractor shall verify and confirm all dimensions and conditions shown or implied on the drawings and specifications as well as the physical conditions of the site. Notify A/E of discrepancies prior to start of work. B. Generally verify sizes of custom manufactured items, such as doors, windows, casework, etc. , with actual ;job conditions before submitting shop drawings or commencing fabrication. C. MECHANICAL AND ELECTRICAL COORDINATION: Mechanical and electrical drawings are generally diagrammatic, and unless specifically dimensioned, the locations of fixtures, equipment, and 'the routing of piping are approximate and shall not be scaled from the drawings. It is the responsibility of Contractor to coordinate work of his subcontractors. To this end, Contractor shall require that various subcontractors carefully examine and familiarize themselves with the architectural/structural drawing, and any other drawings covering work of other trades, and that they consult frequently with all other trades so that work may be properly coordinated. The diagrammatic_ nature of the drawings 01050-1 and the job conditions will not always permit installation in the location shown. When this situation occurs, it shall be brought to the A/E's attent'lon immediately and the reloca'.ion determined in a joint conference. The Contractor shall be held responsible for relocating items without first. obtaining the A/E's approval . He shall remove and relocate such items at his own expense if so directed by the A/E. D. LAYOUT OF BUILDING AND SITEWORK 1. Contractor shall employ and pay for a registered land surveyor to establish and maintain base or reference lines and elevations from which crafts shall lay out their respective work and from which all work may be checked for accuracy in the event of conflict or error. 2. Verify all grades, lines, levels, and dimensions as shown, and replirt any errors or inconsistencies to A/E before commencing work. 3. Mechanical and electrical trades responsible for the layout of the piping and conduit based on reference lines and bench marks established. 4. Reference points: Such as stakes, bench marks, lines, levels to be carefully maintained. If disturbed or destroyed, replace as directed without additional cost to Owner. "END OF SECTION" 01050-2 01070 CUTTING AND PATCHING PART 1 •• GENERAL A. DESCRIPTION 1. Work included: This Section establishes aeneral requirements pertaining to cutting ( including excavating), fitting, and patching of the Work required to: a. Make the several parts fit properly. b. Uncover Work to provide for installation, inspections, or both, of ill-timed Work. c. Remove and replace Work not conforming to requirements of the Contract Documents. d. Remove and replace defective Work. e. Repair or replace existing work in place damaged by this work. 2. Related work described elsewhere: a. In addition to other requirements specified, upon the A/E"s request, uncover Work to provide for inspection by the A/E of covered Work, and remove samples of installed materials for testing. b. Do not cut or alter tqurk performed under separate contract without the A/E 's written permission. B. QUALITY ASSURANCE: Perform all cutting and patching in strict accordance with pertinent requirements of these Specifications and, in the evert no such requirements are determined, in conformance with the A/E 's written permission. PART 2 - PRODUCTS A. MATERIALS: For replacement of Work removed, use materials which comply with the pertinent Sections of these Specifications. PART 3 - EXECUTION A. CONDITIONS 1. Inspection: Inspect existing conditions, including elements subject to movement or damage during cutting, excavating, backfilling, and patching. After uncovering the work, inspect conditions affecting installation of new work. 2. Discrepancies: If uncovered conditions are not as anticipated, immediately notify the A/E and secure needed directions. Do not proceed in areas of discrepancy until all such discrepancies have been fully resolved. 01070-1 B. PREPARATION PRIOR TO CUTTING: Provide all required protection including, but not necessarily limited to, shoring, bracing, and support to maintain structural integrity of thA work. C. PERFORMANCE: Perform all required excavating and backfilling as required under pertinent Sections of these Specifications. Perform cutting and demolition by methods which will prevent damage to other portions of the Work and will provide proper surfaces to re:eive installation of repair and new work. Perform fitting and adjustment of products to provide finished installation complying with the specified tolerances and finishes. "END OF SECTION" 01070-2 01085 APPLICABLE CODES AND STANDARDS PART 1 - GENERAL A. DESCRIPTION 1. Work included: a. Throughout the Contract Documents, reference is made to codes and standards which establish qualities and types of workmanship and materials, and which establish methods for testing and reporting on the pertinent characteristics. b. Applicable codes: All work shall be in conformance with all Federal , State, and local codes. All references to codes, specifications and standards referred to in specifications sections and on the drawings shall mean, and are intended to be, the latest edition, amendment, and/or revision of such reference standard in effect as of the date of these Contract Documents. c. Where materials or workmanship are required by these Contrdct Documents to meet or exceed the specifically named code or standard, it is the Contractor's responsibility to provide materials and workmanship which meet or exceed the specifically named code or standard. d. It is also 'he Contractor's responsibility, when so required by the Contract Documents or by Written request from the Owner, to deliver to the A/E all required proof that the materials or workmanship, or both, meet or exceed the requirements of the form requested in writing by the A/F and generally will be required to provide copies of a certified report of tests conducted by a testing agency approved or that ourpose by the A/E. P. Related work described elsewhere: Specific naming of codes or standards occurs on the Drawings and in other Sections of these Specifications. B. QUALITY ASSURANCE 1. Familiarity with pertinent codes and standards: In procuring all items used in this Work, it is the Contractor's responsibility to verify the detailed requirements of the specifically named codes and standards and to verify that the items procured fug use in this Work meet or exceed the specified requirements. 2. Rejection of non-complying items: The. A/E reserves the right to reject items incorporated into the Work which fail to meet the specified minimum requirements. The A/E further reserves the right, and without prejudice to other recourse the A/E may take, to accept non-complying items subject to an adjustment in the Contract Amount as approved by the A/E and Owner. 3. Applicable standards listed in these Specifications include, but are not necessarily limited to, standards promulgated by the following agencies and organizations. Reference to a technical society, institution, association, or governmental authority is made in the specifications in accordance with the following abbreviations: 01085-1 a. AASHTO = American Association of State Highway and Transportation Officials, 341 National Press Building, Washington D.C. 20004. b. ACI - American Concrete Institute, Box 1.9150, Redford Station, Detroit, Michigan 48129. c. AISC - American Institute of Steel Construction, Inc. , 1221 Avenue of the Americas, New York, New York 10020. d. AISI = American Iron and Steel Institute. e. ANSI = American National Standards Institute (successor to USASI and ASA), 1430 Broadway, New York, New York 10018. f. ASTM = American Society for Testing and Materials, 1916 Race Street, Philadelphia, Pennsylvania 19103. g. AWA = American Welding Society, Inc. , 2501 N.W. 7th Street, Miami, Florida 33125. h. AWPA - American Wood Preservers Association. i. AWWA = American Water Works Association, Inc. , 5666 West Quincv Avenue, Denver, Colorado 80235. J. CRSI = Concrete Reinforcing Steel Institute, 228 North LaSalle Street, Chicago, Illino4s 60610. k. CS = Commercial Standard of NBS, U.S. Department of Commerce Government Printing Office, Washington, D.C. 20402. 1 . CSI = Construction Specification Institute. m. FGMA = Flat Glass Marketing Association, 3310 Harrison, Topeka, Kansas 66611. n. NAAMM = National Association of Architectural Metal Manufacturers, 1033 South Boulevard, Oak Park, Illinois 50302. o. NEC National Electrical Code (see NFPA). p. NEN!A = National Electrical Manufacturers Association, '.55 Ea.t 44th Street, New York, New York 10017. q. NFPA = National Fire Protection Association, 470 AtlEntic Avenue, Boston, Massachusetts 02210. r. PDCA = Painting and Decorating Contractors of America. s. SDI = Steel Deck Institute, 135 Addison Avenue, Elmhurst, Illinois 60125. t. SSPC = Steel Structures Painting Council , 4400 5th Avenue, Pittsburgh, Pennsylvania 15213. u. TCA = Tile Council of America, Inc. , P. 0. Box 32.5, Princeton, New Jersey 08540. v. UL = Underwriters' Laboratories, Inc. , 207 East Ohio Street, Chicago, Illinois 60611. w. Fed Specs and Fed Standards Specifications Sales (3FRI ), Bldg. 197, Washington Navy Yard, General Services Administration, Washington, D.C. 20407. x. MIL-SPECS - Military Specifications, Superintendent of Documents, U.S. Government Printing Office, Washington D.C. 20402. y. UBC - Uniform Building Code, International Conference of Building Officials, 5360 South Workman Mill Road, Whittier, California 90601. "END OF SECTION" 01085-2 01100 ALTERNATES TO BASE BID PART 1 - GENERAL A. GENERAL: Each bidder shall state in his bid, in spaces provided on the PROPOSAL Form, the addition to or deduction from the Base Bid for each of the following Alternates. The change-in-price for each Alternate item shall includes adjustments, complete, in the work of all trades as necessary to achieve the contemplated final conditions. When bidding on an Alternate for which there is no deduction or addition, the bidder shall write the words NO CHARGE in the space provided. B. ACCEPTANCE OF ALTERNATES: The Owner shall have the right to accept or reject any or all Alternates in conformity with INSTRUCTIONS TO BIDDERS Section, except that rejection of the Base Bid constitutes rejection of all Alternates. C. SEGREGATION OF INFORMATION: Segreg,ting and combining information relating to Alternates from information relating to the Base Bid has not been attempted in the following technical Sections of the Specifications. Any incidental reference to Alternates in those Sections is for convenience only. PART 2- ALTERNATES A. ALTERNATE NO. 1: 1. Base Bid: 8'-0" wide concrete accent rings with Bomanite finish, locations on S.W. Nimbus Avenue and Phase II Site Development as indicated on drawings. 2. Alternate: 8'-0" wide concrete accent rings with wire tine finish, locations on S.W. Nimbus Avenue and Phase II Site Development as indicated on drawings. PART 3 - EXECUTION A. SPECIFICATIONS: All work shall comply with the applicable sections of the Specifications. "END OF SECTION" 01100-1 01200 PROJECT MEETINGS PART 1 - GENERAL A. DESCRIPTION 1. Work included: To enable orderly review during progress of the work, and to provide for systematic discussion of problems, the A/E will conduct project meetings throughout the construction period. 2. Related work described elsewhere: The Contractor's relations with his subcontractors and materials suppliers, and discussions relative thereto, are the Contractor's responsibility and are not part of project meetings content. B. QUALITY ASSURANCE: Persons designated by the Contractor to attend and participate in the project meetings shall have all required authority to commit the Contractor to solutions agreed upon in the project meetings. C. SUBMITTALS 1. Agenda items: To the maximum extent practicable, advise the A/E at least 24 hours in advance of project meetings regarding all items to be added to the agenda. 2. The A/E shall compile minutes of each project meeting and distribute copies. PART 2 - PRODUCTS (No products are required in this Section. ) PART 3 - EXECUTION A. PRECONSTRUCTION MEETING: Will be scheduled within ten days after the Owner has issued Notice to Proceed. Provide attendance by authorized representatives of thF: Contractor and all major subcontractors. The A/E will advise other interested parties and request their attendance. B. PROJECT MEETINGS 1. Attendance: To the maximum extent practicable, assign the same person or persons to represent the Contractor at project meetings throughout progress of the Work. Subcontractors, materials suppliers, and others may be invited to attend those project meetings in which their aspects of the Work are involved. Meeting Schedule: Except as noted above for Preconstruction Meeting, project meetings will be coordinated as necessary to establish mutually acceptable schedule for meetings. 3. Meeting location: To the maximum extent practicable, meetings will be held at the job site. "END OF SECTION" 01200-1 01300 SUBMITTALS PART 1 - GENERAL A. DESCRIPTION 1. Work included: a. Wherever possible throughout the Contract Documents, the minimum acceptable quality of workmanship and materials has been defined by manufacturer's name and catalog number, reference to recognized industry and government standards, or description of required attributes and performance. b. To ensure that the specified products are furnished and installed in accordance with design intent, procedures have been established for advance submittal review by the A/E. c. Make all submittals required by the Contract Documents, and revise and resubmit as necessary to establish compliance with the specified requirements. 2. Related work described elsewhere: Individual requirements for submittals are described in pertinent other Sections of these Specifications. B. QUALITY ASSURANCE 1. Coordination of submittals: Prior to each submittal , carefully review and coordinate each item being submitted and verify that it conforms in all respects with the requirements of the Contract Documents. 2. Certificates of compliance: Certify that all materials used in the Work comply with all specified provisions thereof. Certification shall not be construed as relieving the Contractor from furnishing satisfactory materials, if, afte) tests are performed on selected samples, the material is found to not meet specified requirements. C. SUBMITTALS 1. Submittal schedule: Within 30 days after award of Contract, and before any items are submitted for approval, submit to the A/E two copies of the schedule described in Article 2.A.1 of this section. 2. Certificates of Compliance: Upon completion of the Work., and as a condition of its acceptance, submit to the A/E all Certificates of Compliance. PART 2 - PRODUCTS A. SU3:41 JAL SCHEDULE 1. General : Compile a complete and comprehensive schedule of all submittals anticipated to be made during progress of the Work. Include a list of 01300-1. each type of item for which Contractor's drawings, Shop Drawings, Certificates of Compliance, material samples, guarantees, or other types of submittals are required. 2. Coordination: Coordinate the schedule with all necessary subcontractors and materials suppliers to ensure their understanding of the importance of adhering to the schedule and their ability to so adhere. Coordinate as required to ensure the grouping of submittals as described in Paragraph B.I. B. SHOP DRAWINGS AND COORDINATION DRAWINGS 1 . Shop Drawings: a. Scales and measurements: Make all Shop Drawings accurately to a scale sufficiently large to show all pertinent aspects of the item and its methods of connection to the Work. b. Type of prints required: Submit all Shop Drawings in the form of one sepia transparency of each sheet plus one blue line print of each sheet. Blueprints will not be acceptable. c. Reproduction of review Shop Drawings: Printing and distribution of review Shop Drawings for the A/E's use will be by the A/E. All review comments of the A/E will be shown on the sepia transparency when it is returned to the Contractor. The Contractor shall make and distribute all copies required for his purposes. C. MAN11FACTURER'S LITERATURE 1. General : Where contents of submitted literature from manufacturers includes data not pertinent to the submittal , clearly indicate which portion of the contents is being submitted for review. 2. Number of copies required: Submit 6 (six) copies; two copies will be retained by the A/E. D. SAMPLES 1. Accuracy of samples: Samples shall b^ ,f the precise article proposed to be furnished. 2. Number of samples required: Unless otherwise specified, submit one which will be retained by the A/E. E. COLORS AND PATTERNS: Unles3 the precise color and pattern is specifically described in the Contract Documents, or whenever a choice of color or pattern is available in a specified product, submit accurate color and pattern charts to the A/E for review and selection. F. PRELIMINARY PROGRESS SCHEDULE: 1. Bar-Chart Schedule: Not more than 7 days after date established for "commencement of the work", submit a bar-chart type progress schedule indicating a time bar for each major category or unit of work to be performed at site, properly sequenced and intermeshed, and showing 01300-2 completion of the work sufficiently in advance of date established for "substantial completion of the work". With submittal of bar chart, submit a tabulation (by date) of submittals required during first 90 days of Construction Time; as required either directly by date/period relation in contract documents, or necessitated by lead times related to individual time bars shown on schedule for associated work. At Contractor's option, submittal dates may be shown on bar-chart schedule, in lieu of being tabulated. 2. Superimpose an S-curve on schedule to show "estimated" total dollar-volume of work performed at any date during Contract Time: with a column of cost figures in left-hand margin, ranging from zero to Contract Sum. G. FULLY-DEVELOPED PROGRESS SCHEDULE: 1. Bar-Chart Schedule: Based on preliminary development of progress schedule ( if any) (and whatever updating and feedback may have occurred during project start-up, secure critical time commitments for performing major elements of the work. Within 30 days of date established for "commencement of the work", submit a time bar for each major category or unit of work to be performed at site, including minor units which are, nevertheless, involved in. overall sequencing of the work. Arrange schedule to graphically show major sequences required in intermeshing of work, and to show how substantial completion is scheduled to allow for A/E's procedure for certification thereto. Prepare and maintain schedule on sufficiently wide sheet or series of sheets, of stably transparency or other reproducible stock, to show required data clearly for entire Construction Time, and to permit reproduction for required distribution. 2. Phasing: Arrange schedule with notations to show how sequence of work is affected by requirements for phased completion, work by separate contractors, work by Owner, pre-purchased materials, coordination with existing work, limitations of continued occupancies, non-interruptable services, partial occupancy prior to substantial completion, site restrictions, provisions for future work, seasonal variations, environmental control, and similar provisions of total project. Refer to other sections of Division 1 and other contract documents for requirements. "END OF SECTION" 01300-3 01410 TESTING LABORATORY SERVICES PART 1 - GENERAL A. DESCRIPT:ON 1. Work included: Cooperate with the Owner's selected testing laboratory and all others rt:ronsible for testing and inspect;ng the Work. Provide other testing and inspecting as specified to be furnished by the Contractor in this Section and/or elsewhere in these Specifications. 2. Related work described elsewhere: Requirements for testing may be described in various other Sections of these Specifications. Where no testing requirements are desu ibed, but the Owner decides that testing is required, the Owner may direct that such testing be performed under current standard for testing. Payment for such testing will be made as described in this Section. 3. Work not included: Selection of testing laboratory: The Owner will select a prequalified independent testing laboratory. Payment for initial tFsting: The Contractor will pay for initial services of the testing labaratory as further described in this Scction. B. QUALITY ASSURANCE 1. Qualifications of testing laboratory: The testing lab-;-atory will be qualified to the Owner's approval . 2. Codes and Standards: Testing, when required, will be in accordance with pertinent codes and regulations. C. PRODUCT HANDLING 1. Promptly process and diatribute required copies of test reports and related instructions to ensure the least possible delay in progress of the Work. 2. Evaluation of test results: The results of the laboratory and/or field control tests shall be the principal basis upon which the satisfactory completion of the work shall be ,judged. Upon completion _ f placement of materials, the results of the field and laboratory tests and other data regarding the quality of the work will be embodied in a written report to the engineers by the testing laboratory, including conclusions as to the compliance of the completed work with the specification. 3. If the results of testinq show that any part of the structure contains materials which are below the requirements call9d for by these specifications, that portion of the work will be subject to condemnation. Any work so condemned shall be removed and replaced as directed at the Contr'actor's expense, including A/E's extra supervision costs. 01410-1 PART 2 - PRODUCTS A. PAYMENT FOR TESTING 1. Initial service;: The Contractor shall pay for initial tasting services requested by the Owner. When initial tests indicate non-compliance with the Contract Documents, the costs of initial tests associated with the non-compliance will be deducted by the Contractor from the subcontract sum. 2. Retesting: When initial tests indicate non-compliance with the Contract Documents, all subsequent retesting occasioned by the non-compliance shall be performed by the same testing agency, and the costs thereof will be .ieducted by the Contractor from the subcontract amount. B. CODE COMPLIANCE TESTING: Inspections and tests required by codes or ordinances, or by a plan approval authority, and which are made by a legally constituted authority, shall be the responsibility of and shall be paid for by the Contractor, unless otherwise provided in the Contract Sum. C. CONTRACTOR'S CONVENIENCE TESTING: Inspecting and testing performed exclusively for the Contractor's convenience shall be the sole responsibility of the Contractor. D. INSPECTION BY OWNER'S PERSONNEL: From time to tint, personnel in the employ of the Owner may inspect the Work where the Work is in progress, but shall have no authority to direct the Contractor or request changes in the Wort. except through the Owner's designated representative. PART 3 - EXECUTION A. COOPERATION WITH TESTING LABORATORY: Representatives of the testing laboratory shall have access to the Work at all times. Provide facilities for such access in order that the laboratory may properly perform its function. B. TAKING SPECIMENS: Specimens and samples for testing, unless otherwise provided in the Contract Documents, will be taken by the testing personnel. Sampling equipment and personnel will be provided by the testing laboratory. Deliveries ti of specimens and samples to the testing laboratory will be performed by the testing laboratory. C. SCHEDULES FOR TLJ ING 1. Establishing the schedule: By advance discussion with the testing laboratory selected by the 'wner, determine the time required for the laboratory to perform its tests and to issue eac;1 of its findings. 2. Revising the schedule: When changes of construction schedule are necessary during construction, coordinate such changes of schedule with the testing laboratory as required. 01410-2 D. ALTERNATIVE INSPECTION PROCEDURE: The A/E shall have the right to require alternative inspection procedures other than as specified when, in the A/E's judgment, other inspections are required to demonstrate the compliance with the Contract requirements. Costs of such alternative inspections will be borne by the Contractor. "END OF SECTION" 01410-3 01500 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL A. DESCRIPTION 1. Work included: Temporary facilities and controls required for this work include, but are not necessary limited to: a. Temporary utilities such as water, electricity, and telephone. b. Field offices and sheds. c. Sanitary facilities. d. Enclosures such as tarpaulins, barricades, and canopies. e. Environmental controls such as dust, dewatering, weather and fire protection. 2. Related work described elsewhere: Except that all equipment furnished by subcontractors shall comply with all requirements of pertinent safety regulations, the ladders, planks, hoists, and similar items normally furnished by the individual trades in execution of their own portions of the Work are not part of this Section. Pecinanent installation and hook-up of the various utility lines are described ii the pertinent other Sections of these Specif-cations. B. PRODUCT HANDLING: U,--,e all means necessary to maintain temporary facilities and controls in proper and safe condition throughout progress of the Wu' k. C. JOB CONDITIONS: Make all required connections to existing utility systems with minimum disruption to service in the existing utility systems. When disruption of the existing service is required, do not proceed without the A/E's approval and, when required, provide alternate temporary service. D. NOTIFICATION: Notify Owner, A/E and adjacent property owners to coordinate shut down of utilities to minimize impact. PART 2 - PRODUCTS A. UTILITIES ( lesponsibility of General Contractor ) 1. General : All temporary utilities provided and paid for by Contractor. 2. Water Provide and pay for water service as required for execution of work. Utilities to be transferred to Owner upon substantial completion. 3. Electric Service: Provide And pay all fees and charges, obtain necessary permits, and maintain electric energy for temporary lights and power required for completion of all work. 4. Telephone: Provide and pay for a non-coin telephony. connected to the local exchange. Instal ; immediately after work is started. Maintain until full completion of the job. Pay for installation, maintenance and non-toll calls. Allow everyone connected with the wl,,rk to use provided they pay for toll calls. 5. Utilities for Testing: Normal quantities of utilities required to make final tests of completely installed permanent systems will be furnished at no cost to the Owner. 01500-1 B. FIELD OFFICES AND SHEDS (Responsibility of General Contractor) 1. Contractor' s facilities: Provide a field office building and sheds adequate in size and accommodation For all Contractor's offices, supply and storage. Location as approved by A/E. The entire facility, including furniture, will remain the property of the Con rractor and shall be removed from the site after completion of the Work. 2. Toilet Facilities: Provide and maintain sanitary Temporary toilets located on site in accordance with local code, throughout `he construction period and until substantial completion. After permanent toilets are installed, they may be used providing Contractor assumes full responsibility for damage and cleanup. C. ENCLOSURES (Responsibility of Subcontractor) 1. Barricades and Closures: Provide and maintain all legal or necessary guards, railing, lights, and warnings during the execution of the Work. D. SHORING AND BRACING (Responsibility of Subcontractor) 1. Provide all shoring, bracing, and sheeting as required for safety and for the proper execution of the Work, and remove when the work is completed. General contractor shall be responsible for the design, strength and safety of such construction. E. ENVIRONMENTAL CONTROLS (kesponsibility of Subcontractor during Execution of Their Work) 1. Weather protection: The contractor shall at all times provide protection against weather (rain, snow, ice, wind, storm, frost) so as to rr,dintain all work, ,materials, apparat,is, and fixtures free from injury or damage. I At the end of the day' s work, all work likely to be damaged shall he protected. ?. Dust Control : keep dust settled at all times; sprinkle as necessary to accomplish this result. 3. Water Protection: At all times, protect excavation, from water as required. Maintain all existing drainage surrounding the site. 4. Fire Protection: Take all precautions to prevent the possibility of fire resulting from construction operations. Particularly avoid hazardous accumulations of rubbish and unsecured flammable materials such as paint. Provide emergency fire extinguishing equipment of adequate type and quantity, readily available and properly maintained. 5. Damage: Any work damaged by failure to provide protection above as required shall be removed and replaced with new work at the Contractor' s expense. 01500-2 PART 3 - EXECUTION A. MAINTENANCE AND REMOVAL 1. Maintain all temporary facilities a,id controls as long as needed for the safe and proper completion of the work. Remove all such temporary facilities and controls as rapidly as progress of the work will permit, or as directed by the A/E. "END OF SECTION" 01500-3 01600 MATERIALS AND EQUIPMENT PART 1 - GENERAL A. DESCRIPTION 1. WORK: It is the Contractor's responsibility to be certain that all equipment, products, and materials selected by him, or for him by his subcontractors or material suppliers, conform to requirements of the Drawings and Specifications. Approval of manufacturer does not relieve Contractor of responsibility for providing materials and equipment which comply with Contract Document. Z. Related work specified elsewhere: Materials, products, and equipment are specified throughout the Drawings and Specifications. 3. Definitions a. The term "product" shall include material, equipment, assembly methods, manufacturer, brand, trade name, or other description. b. References to "approved equal" or similar terms mean that approval of the Owner is required. B. QUALITY ASSURANCE 1. Proof of Compliance: Whenever the Contract Documents require that a product be ir, accordance with federal specification, ASTM designation, ACI specification, or other associated standard, the Contractor shall present an affidavit from the manufacturer certifying that the product complies therewith. Where requested or specified, submit supporting test data to substantiate compliance. 2. Standards: Comply with standards specified herein as listed in Section 01085. 3. Qualifications of Manufacturer: Products used in the work of this Section shall be produced by manufacturers regularly engaged in manufacturer of similar items and with a history of successful production acceptable to A/E. 4. Qualifications of Installers: Use adequate numbers of sk it led workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the s?ecified requirements and the methods needed for proper performance of the work. C. PRODUCT HANDLING 1. Delivery, storage and handling: Delver the work to the job site in such quantities and at such times as to assure the continuity of the installation. Store units at the job site in a manner to prevent physical damage, and in a manner to keep all markings visible. 2. Protection: Use all means necessary to protect the materials before, during, and after installation and to protect the work and materials of all other trades. 01600-1 3. Replacements: In the event of damage, immediately make all repairs and replacements necessary for the approval of the A/E and at no additional cost to the Owner. PART 2 - PRODUCTS (No products required in this section. ) PART 3 - EXECUTION A. INSTALLATION: 1. Manufactured articles, materials, and equipnnent shall be applied, installed, connected, erected, used, cleaned, and conditioned as directed by the respective manufacturers, unless otherwi ,e specified. "ENID OF SECTION" Oi600-2 01640 SUBSTITUTIGNS AND PRODUCT OPTIONS PART 1 - GENERAL A. Work included: 1. This section covers the procedures necessary for approval of substitutions requested by the bidder prior to and subsequent to award of contract. 2. Related work specified elsewhere: a. Substitutions during bidding Instructions to Bidders b. Coordination Section 01050 c. Submittals Section 013CO d. Materials and Equipment Section 016CO B. CONTRACTOR 'S OPTIONS 1. For products specified only by reference standards, select any product meeting standards by a manufacturer. 2. For products specified by naming several products of manufacturers, select any product of the manufacturer named. 3. For products specified by naming one or more products, but indicating the option of selecting equivalent products by stating "for equal approved substitution" or "approved equal" after specified product, contractor must submit request as required for substitution for any product not specifically named. 4. For products specified by naming only one product and manufacturer, there is no option and no substitution will be allowed. C. SUBSTITUTION REQUESTS PRIOR TO BIDDING PERIOD 1. Review the INSTRUC,fIONS TO BIDDERS for additional requirements in conjunction with this section. 2. Substitution requests must be submitted on the -�tcndard substitution requests form as printed by the Construction Specifications Institute. 3. A/E will consider written request from prime bidders for substitutions received at least five (5) days prior to bid date. Requests rwr.eived after that time will not be considered. 4. Only those substitutions approved in addenda prior to bidding will be used in the project. 5. Address all substitution requests to: JOHN MADDOX Project Manager The Koll Company 8205 S.W. Creekside Place Suite D Fortland, Oregon 97055 6. Substitutions for work in the public right of way of S.W. Nimbus Drive must also have the approval of Tigard's Public Works Director. 01640-1 D. SUBSTITUTION REQUESTS SUBSEQUENT TO AWARD OF CONTRACT 1. Substitution requests subsequent to award of contract will not be considered with the exception of the following conditions: a. Production is discontinued. Manufacturer or production of the specified material , process, or equipment has been discontinued. b. Insufficient quantity. Specified material process or equipment is not available in sufficient quantity or quantities to complete the work. c. Delays beyond control of the contractor such as strikes, lock-out, storm, fires or acts of God, preclude the procurement and delivery for purposes of the project. E. SUBMIT FIVE COPIES OF REQUESTS FOR SUBSTITUTION; INCLUDE IN THE REQUEST: 1. Complete data substantiating compliance of proposed substitution to the Contract Documents. 2. For products: a. Product and application including manufacturer's name and address. b. Manufacturer's literature: 1 ) Product description, performance and tes 'ata, three reference standards. c. Samples. d. Name and addresses on which product was used and u_•L of installation. 3. For construction methods: a. Detailed description of proposed method. b. Drawings illustrating methods. 4. Itemized comparison of proposed substitution with product or methods specified. 5. Data relating to changes in construction schedule. 6. Relation to separate contracts. 7. A,:curate cost data on proposed substitution in comparison with product or methods specified. F. IN MAKING A REQUEST FOR SUBSTITUTION BIDDER/CONTRACTOR REPRESENTS: 1 He has personally investigated the product or method and determined that it is equal or superior in all respects to that specified. 2. He will provide the same guarantee for ubstitution as for product or methods specified. 3. He will coordinate the installation of accepted substitution into work making such changr:s as may be required for work to be completed on time. 4. He waives all claims for additional costs related to the substitution that will subsequently become apparent. 5. Cost data is cor,plete. It includes all related costs under his contract, but excludes costs under separate contracts. G. SUBSTITUTIONS WILL NOT BE CONSIDERED IF: I . They are indicated on shop drawings or project submittals witnout total requests sutfnitted in accord with this section 01640-2 2. Acceptance requires substantial revision to the contract Documents. 3. It is not found by the A/E to be equivalent to the material or equipment named on the drawings and as specified. "END OF SECTION" 01640-3 01700 PROJECT CLOSEOUT PART 1 - GENERAL A. DESCRIPTION: Prior to final payment, and before the issuance of a final certificate for payment in accordance with the provisions of the General Conditions, file the following papers with the A/E! 1. Guarantees. 2. Release or waiver of liens. 3. Operation aa;id maintenance manuals. 4. Notice of Completion. 5. Certificate of Occupancy. PART 2 - PRODUCTS A. GUARANTEES: The guarantee required by the General Conditions and any other extended guarantees stated in the technical sections of the Specifications. B. RELEASE OR WAIVER OF LIENS: As required by the General Conditions. C. OPFRATION AND MAINTENANCE MANUALS 1. Furnish three (3) complete sets of manuals containing the manufacturers' instructions for maintenance and operai.ion of each item of equipment and apparatus furnished under the Contract and any additional d.,La specifically required cinder the various sec ions of the Specifications. 2. Arrange the manuals in proper order, indexed and suitably bound. Certify by endorsement thereon that each of the manuals is complete and accurate. Assemble these manuals for all Divisions of the Work, review them for completeness, and submit them to the A/E. Provide suitable transfer cases and deliver the manuals therein, indexed and marked for each Division of the Work. D. NOTICE OF COMPLETION: After the final inspection has been , a6e, and the Work has been accepted, the Contractor shall prepare three copies of the "Notice of Completion", for the A/E and Owner', approval and submit to the A/E. E. CERTIFICATE OF OCCUPANCY: Arrange for final inspection, make necessary corrections and obtain Certificate of Occupa.,cy from Agency having .jurisdiction. 01700-1 �� Now PART 3 - EXECUTION A. COORDINATION OF SUBMITTALS: Prior to each submittal , carefully review and coordifiate all aspects of each item being submitted and verify that eact, item and the submiLLal for it conforms in all respects with the requirements of the Contract Documents. By affixing the Contractor's signature to each submit':+.al , certify that this coordination has ►;4c^ performed. "END OF SECTION" 01700-2 i i 01110 CLEANING PART 1 - GENERAL A. DESCRIPTION 1. Work included: Throughout the construction period, maintain the site in a standard of cleanliness as described in this Section. 2. Related work described elsewhere: In addition to standards described in this Section, comply with all requirements for cleaning up as described in various other Sections of these Specifications. 9. QUALITY ASSURANCE 1. Codes and standards, In addition to the standards described in this Section, comply with all pertinent requirements of governmental agencies having jurisdiction. PART 2 - PRODUCTS A. CLEANING MATERIALS AND EQUIPMENT 1. Provide al ' , aquired personnel , equipment and materials needed to maintain the specii'ied standard of cleanliness. B. COMPATIBILITY 1. Use only the cleaning materials and equipment which are compatible with the surface being cleaned, as recommended by the manufacturer of the material or as approved by the A/E. PART - EXECUTION A. PROGRESS CLEANING 1. General : a. Retain all stored items in an orderly arrangement allowing maximum access, not impeding drainage or traffic, and providing the required protection of materials. b. Do not allow the accumulation of scrap, debris, waste material , and other items, not required for construction of this work. c. Provide adequate storage for all items awaiting removal from the job site, observing all requirements for fire protection and protection of the ecology, 2. Site: a. As necessary, inspect the site and pick up all scrap, debris, and waste material . Remove all such items to the place designated for their storage. b. Maintain the site in a neat and orderly condition at all times. 01110-1 0",, - �V F-81 ID 12 50 9745-81151 S.P. RR. NORTHWEST NATURAL GAS COMPANY '� b�� \6!, OREGON PACIFIC RAILROAD LROA � - , ENGINEERING DEPARTMENT ja V 3 /C W 9661 C3 2'(W)'80 I^0U U p �4 1 Q Q 2 8 - + + - 0 14+77 � _ C� L, FF 74+50 2-(P) ---- 14+75 12-35 I ` - --- - 02 m a, +m N ) a a Q 0 Q N I U/ipEROROIINO PHONE -PNEs911RE RATMKI s X-NAY Q ~ 4•' J 501 I Bl-DG. 'R' ! I 4' FROM _ DATE :URB VWTER �yv `.l�,j 1 r �.1 TEST PRESSURE i 0o P810 (W) l !�t`J I SEWER 64N-BEie 1 TEST DURATION 1 •HR i m —v 458' I -_�-- __--� ` -i I. POWER 6,43- 5454 X�_".. :: WELDS A X-RAYED 1----- - -- g _ ' �� PHONE 649--1.'-'12 DESIGN PRESSURE F,o PSIG OQ (W) - OTHER M.A.OP SD p 4G8' ` -�-----� � 644-;31 E3 F] 5 j vslc ,-'� NORMAL OPER PRESS 0 PSIG v � _ sopIrl, INSTRUCTIONS REPORT i O Q1 2+13 I'(P) U 'I' ¢j! INSTALL MAIN -- V'.M� MAIN 0 42' m (n 174' N I I v C) �, l 51 01. a" (p) a o (W> 526' � 1'(W> iv apo `�`'- ----- _ a I _j / -- N3 ,' / IM ANI VUN MAIN ARAN0 �N MAIN (w) LLJ Cm 415' --- L 1 -- n ' F M ` ' TYPE COATINGS Y 1 YPt COATNIOs 3 n VIPE F'F-230F� PIPE - -- ----- N J * -- r •�,' JOIN IS JOINTS. -. ------ FIITINGS 356 F yy _---J G+G `L -- �=-.�- FITTINGS INSTALLED ANODES. T'�'-- -(1 p (P) ---i.- ' �,'• INs1At I ANOT)1 5 N INSTALLED SERVICE L I U 0 S.W. U) r` } INSTALI SEM --- O � � Y Y o � __�� ___ �I DATE COMPLETED N I MGUS N o� AVE. - -- - _ W. CHEW LEADER: SCALE i -1Q,Q►' TAX CGDE w- 52-29, W-23-"10 AVAIL NO 6-93-86 (L MAIN / v two MEASURED _ DATE WORK n\� S 9 O'. v INAWN LL DATE P (/� Z LQ '/ HE KE DALE__- SERVIC:F r �I �/ WC/RK I V�,�o 4� A f D .. OATIE .r.�....- Ta....Yt OBOE R '+",i 106 �t \ 1 nl DATE ADDRESS. M1�:ioe?l S. �4. NIMBUS RVE. (BLDG. N, 8ETWE11* S.^OF' 9. W SCHOLL.S FERRY RD.. 'c'(INTV 1~1 V f 1R-v C17r PLATM PLATTt ST. OPN PERMIT NO . 230-86 �`=` � - D — -- _ 7 OF 1^ _ -- PLAT No DATE SIGN ivYYNM1IP wuuMAr DARE SIGN - _ _._ ----�� - r4-41-18 Nis 34 1 X31 W W- ,�0- .;N 1-------- -)-.41-19 NW 35 1 Fa 1 W 111111 Jill 1 ,l 1 � l,11 NOTE: IF THIS MICROFILMED �" I 2 ----�, 3 ��..�■. 4 5 6 7 _ e 9 I I i 12 ' DRAWING IS LESS CLEAR THAN THIS NOTICE;`IT IS DUE TO 1HE QUALITY OF THE ORIGINAL DRAWING. - OE 62 82 LZ tit SZ f2 EZ ZZ IZ OZ 61 91 L 1 91 91 b I E 1 21 11 01 't 6 9 L 9 s r II, Z 1I.�'1.••�s" ,1r11111111111l1111IIIIII111111,11l1111IIIIt1�1111�1m11u,►11,1„1,1,1►,I,nrtil„o►�1/,�1►►�II►11►1111►4►ru1111rluuhl�IhIH1111111u111r111N111i111111UIuillnnlnulu11�n111nu11uilUfUlrr111111111111r111u1r11ur1�1111�IWu�,u���u1,1u11m11Wlln MARCH 30 199 d } ;694.cov ..__ 0, i t \ IA4?. ST . OPN PERMIT NO . 230-86 s I e OF v. . t: wX Volml; r. ..__..--._ _ �.__ -_ _. « ,iy. man ..., � 1 ! 1 1 1 1 1 1 1 1 1 I� l l 1 1 1 �I'� i t Ill r 'r 1 ► I 1 1 1 1 I 1 11 ITIM, 1 1 I � i � 111 ILII � 1 { I ` ill { IIIII { 1 � 1 { � NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOT ICE'; IT IS DUE TO THF QUA1—I'Ty OF THE ORIGINAL . "DRAW 1 NG. - �� fZ 9Z 1 ?.. 9? S? t,? E? 2? IZ 0Z 61 X91 �Lt 91 4g bl II 01 f 161 L 9 S a E I? t "• { II ff !! I I I ' -y�► I 1►1IIIIIIIIfill IIII1IIIIIIIIIIIIIIIIIII�IiII►11111�11l111111{ISIIIII11111!lI11111��11�l1II{F+11111111{t11111iIJ�llll�lllllll�t1111111111��111I�1111�1111�1l� 1'ftlllll�t"�Ilillillllllllllillil�lllllllll�1111�1111�1,�}I!ljl�,�lII�1111{Illlltllilldll�llll�lllll�l��lllllll�lll�l�.11ll�JLI,IIIILI��If 3. a. As necessary, inspect tie site and pick up all scrap, debris and waste material. Remove all such items to a place designated for their storage. h. As required preparatory to installation of succeeding materials, clean the or pertinent portions to the degree of cleanliness recommended by the manufacturer of the succeeding material, using 41l equipment and materials required to achieve the required cleanliness. Lu. FINAL CLEANING 1. General: Prior to completion of the Work, remove from the job site all tools, surplus materials, equipment, scrap, debris, and waste. Conduct final progress cleaning as described in Part 3, Section A, Execution- Progress Cleaning. "END OF SECTION" 01710-2 01720 PROJECT RECORD DOCUMENTS PART 1 - GENERAL A. DESCRIPTION 1. Work included: a. Throughout progress of the Work of this Contract, maintain an accurate record of all changes in the Contract Documents. b. Upon completion of the Work of this Contract, transfer the recorded changes to a set of Record Documents. 2. Related work described elsewhere: Su'-fl ,tals: Section 01300 B. QUPLITY ASSURANCE: Accuracy of Records: Thoroughly coordinate all changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to properly show the change. Accuracy of records shall be such that future search for items shown in the Contract Documents may reasonably rely nn information obtained from the approved Record Documents. C. SUBMITTALS 1. General : The A/E's approval of the current status of Record Documents will be a prerequisite to the approval of requests for progress payment and request for finel payment under the Contract. 2. Final submittal : Prior to submitting request for final payment, submit the final Record Documents to the A/E and secure his approval . D. PRODUCT HANDLING: Use all means necessary to mainttain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of the recorded data to the final Record Documents. In the event of loss of recorded data, use all means necessary to secure the data to the A/E 's approval ; such means shall include, if necessary in the opinion of the A/E, removal and replacement of concealing materials and, in such case, all replacements shall be to the standards originally specified in the Contract Documents. PART 2 - PRODUCTS A. RECORD DOCUMENTS 1 Job set: Promptly following award of Contract, secure from the A/E at no charge to the Contractor, one complete set of all Documents comprising the Contract. 2. Final record documents: At a time near the completion of the Work, secure from the A/E at no charge to the Contractor, one c^mplete set of sepia transparencies of all Drawings included in the Contract. 01720-1 PART 3 - EXECUTION A. MAINTENANCE OF *OB SEf: As job progresses, Contractor, Mechanical ar,l Electrical Subcontractors for their work shall keep at project site an accurately marked job set of Contrart Documents showing all changes and deviations from original drawings. These shall be available to A/E. Accurate measurements of all underground services and utilities references to the building shall also be kept. These records of buried utilities should note changes of directions and location by dimensions and elevations, as the titilitier, are actually installed. (Note: Above requirements shall not be construed as authorization to make changes in work or layout without definite instructions in each case. ) B. MAKING ENTRIES ON DRAWINGS: Using an erasable colored pencil (not ink or indelible pencil ), clearly describe the change by note and by graphic line, as required. Date all entries., Call attention to the entry by a "cloud" around the area or areas affected. In the event of overlapping changes, different colors may be used for each of the changes. C. CONVERSION OF SCHEMATIC LAYOUTS 1. In most cases on the Drawings, arranc,ement of conduits and circuits, piping, ducts, and other similar items, is shown schematically and is not intended to portray precise physical layout. Final physical arrangement is as determined by the Contractor, subject to the A/E's approval . However, design of future modifications of the facility may require accurate information as to the final physical arrangement of items which are shown only schematically on the Drawings. 2. Show on the job set of Record Drawings, by dimension, the centerline of each run of items. Clearly identify the item by accurate note such as "cast iron drain", "galy. water", etc. Show, by symbol or note, the vertical location of the item ("under slab", "in ceiling plenum", "exposed", etc. ). D. Upon completion of project and before final payment Contractor shall transfer all changes and deviations indicated on the project set to a new set of sepia transparencies. After incorporating information, Contractor shall then forward to A/E the complete new set of Contract Documents covering all work including his changes under this contract, showing all above information, changes and deviations from the original drawings. E. REVIEW AND APPROVAL: Submit the completed total set of Record Documents to the A/E. Participate in review meeting or meetings as required by the A/E, make all changes in the Rec,ird Documents, and promptly deliver the final Record Documents to the A/E. "END OF SECTION" 01720 DIVISION 2 - SITE WORK 02010 Subsurface Explorations 02010-1 02200 Earthwork 02200-1-4 02221 Trenching, Backfilling and Compaction 02221-1-3 02550 Site Utilities 02550-1-5 02612 Asphaltic Concrete Paving 02612-1-4 02010 SUBSURFACE EXPLORATIONS PART 1 - GENERAL A. DESCRIPTION 1. General: A soils investigation report has been prepared for the site of this work entitled Geotechnical Investigation, Proposed Industrial Park for the Koll Company, Progress, Oregon, dated August 16, 1918 by Dames & Moore, hereinafter referred to as the Soil Engineer. 2. Availability: The soils investigation report is available for review at the office of the A/E and is included within the specifications ds Appendix 1. 3. Use of data: a. This report was obtained only for the A/E use in design ana is not a part of the Contract Documents. The report is available for bidders' information, but is not a warranty of subsurface conditions. b. Bidders should v-sit the site and acquaint themselves with all existing conditions. Prior to bidding, bidders may make their own subsurface investigations to satisfy themselves as to site and subsurface conditions, but all such investigations shall be performed only under time schedules and arrangements approved in advance by the A/E. D. QUALITY ASSURANCE 1. Soils Engineer or Independent Testing Laboratory will be retained by the Owner to observe performance of work in connection with excavating, trenching, filling, backfilling, and grading. 2. Adjustment of work: Readjust all work performed that does not meet technical or design requirements, but make no ceviations from the Contract Docume,its without specific and written approval from the Architect. "END OF SECTION" 02010-1 02200 EARTHWORK PART 1 - GENERAL A. DESCRIPTION 1. Work included: Excavating, filling and grading includes, but is not necessarily limited to: a. Filling and backfilling to attain indicated grades. b. Excavation for building and street construction. c. Rough and finish grading. d. Surface dressing for building pad. 2. Related work described elsewhere: a. Testing Laboratory Services 01410 b. Subsurfrce Exploration - 02010. c. Trenching, Backfilling and Compaction - 02221. d. Site Preparation - 02110 e. Landscaping - 02801 3. Building pad is defined as 3'-0" inside the exterior surface of the perimeter of the building. B. QUALITY ASSURANCE 1. Approval required: All fill material subject to approval of the A/E/Soils Engineer. 2. Backfilling prior to approvals: a. Do not allow or cause any of the work performed or installed to be covered up or enclosed by work of this Section prior to all required inspections, tests and approvals. b. Should any of the work be enclosed or covered up prior to approval , uncover work at no additional cost to A/E. c. After the work has been completely tested, inspected, and approved, make all repair and replacements necessary to restore the work to the condition in which it was found at the time of uncovering, all at no additional cost to the A/E. 3. Unfavorable weather: Do not place, spread, or roll fill material during unfavorable weather conditions. Do not resume operations until moisture content and soil density ary satisfactory to the A/E. See Part 3, B this section. PART 2 - PRODUCTS A. BACKFILL MATERIALS 1. On Site Materials: a. Dry on site material free of organic material is suitable for use as engineered fill if it can be placed in accordance with these specifications. 02200-1 2. Imported fill materials: (for use only when not enough on site material is available). Selected natural fill material from off-site borrow shall consist of the follor,,ing or a blend thereof: well graded granular pit run, or bankrun sand a,-.d/or gravel. Small cobbles up to 3/4 inches in maximum size with riot more than five percent (5%) of fines passing through a #200 sieve. B. GRANULAR BASE FOR BUILDING PADS: 1. 6" of 3/4" mines evenly graded crushed rock for building pad. 2. Sidewalks: 4" of 3/4" minus evenly graded crushed rock. C. TOPSOIL 1. Friable, on-site topsoil strippings generated by the work, from the surface eight to twelve inches of existing soil profile. 2. Free of clods, sticks, stones, roots or other foreign matter unsuitable to plant growth of subsequent landscaping planting operations. PART 3 - EXECUTION A. SURFACE PREPARATION 1. Demolition: Remove all existing paving, except as noted on street improvement plan, concrete, and organic material in areas shown to receive walkways, driveways, paving, and buildings. 2. Grubbing: Grub out all stumps and roots larger than 1-1/2" in diameter. Remove all scrap metal and all foreign materials. 3. Strip 6" to 12" of organic material. Deeper stripping will be required around traes to remove all roots 1-1/2" and larger. 4. Disposal : Dispose of cleared and demolished material suitable for engineered fill and landscape topsoil in separate stockpiles in area approved by Owner. Haul away all unsuitable material from site. 5. Proof Rolling: Prior to filling or base course installation, the subgrade shall be proof rolled with a fully loaded 10 or 12 yard dump truck. Any areas that pump, weave, or appear soft or muddy shall be overexcavated and `- ackfilled with compacted granular fill. Areas of significant traffic shall be proof rolled again prior to floor or pavement installation. Test to be monitored by A/E. 6. Do no stripping excavation, grading or operating of compaction equipment beneath dripline of existing tree unless indicated otherwise on drawings or as approved by the Landscape Architect, A/E. B. WORKING BLANKET FOR WET WEATHER CONSTRUCTION I� 1. During wet weather, when adequate moisture control cannot bin obtained, it will be necessary to install an additional granular working blanket of 16" to support construction equipment and provide a firm base on which to compact subsequent fills, base course, and pavement. The working blanket consists of a bank run gravel or pit run quarry rick (six inch 02200-2 to eight inch maximum size with ro more than 10% by weight passing a No. 200 sieve). The working blanket shall be installed on a stripped subgrade in a single lift with trucks end-Jumping off an advancing pad of granular fill. After installation, rompact the working blanket by a minimum of four complete passes with a moderately heavy steel drum or grid roller. C. EXCAVATING: 1. Excavate for footing, fougdations, slabs, pavings, and other improvements to sizes and levels shown or required. Allow for form learance and for proper compaction of required backfilling material. 2. All footings to bear on firm, natural, undisturbed soil free of organic material or on engineered fill. 3. All soft, wet or soil of unusual condition shall be excavated to firm, natural , undisturbed soil, and backfilled with specified fail materials. 4. Overexcavation: Backfill and compact all overexcavated areas as specified for fill below, and at no additional cost to the Owner. 5. Excess fill materials: All excavated materials, not required for backfilling or other portions of the work ;hall be removed from the site. D. FILL AND COMPACTION w 1. Filling: After subgrade compaction has been approved by the A/E, spread approved fill material in layers not exceeding eight inches in uncompacted thickness. 2. Compaction: Areas beneath floor slabs, walls, paving and foundations shall be compacted to a dry density of 92 percent of the maximum dry density for sand and gravel and 92% for silty soils. The water content at the time of compaction should be within (plus or minus ) three percent (3%) of optimum. Compaction: compact topsoil fill to 85% maximum relative density. 3. Backfill lifts: Place layers in maximum 8" thick lifts. 4. Compaction standards: All compaction based on AASHTO Standards T-180. 5. Do no compaction of any kind over root zones of existing trees to remain as specified in Section 02110. E. GRADING: 1. Rough Grading: a. Bring all finish grades to approximate levels indicated on Drawings. Where grades are not otherwise indicated, finish grades are to be same as adjacent sidewalks, curbs or the obvious grade of adjacent structure. b. Grade to uniform levels or slopes between points where grades are given. Round off surfaces, avoi4 abrupt changes in levels. c. Rough grade to allow for depth of concrete slabs, walks, and their gravel bases. d. Grade for paved drives and paved parking areas as indicated and specified herein and provide for surface drainage as shown, allowing for thickness of surfacing material. 02200-3 e. Grade to levels in landscape areas, except where existing grades remain unchanged, allowing for placement of 12- inch ' ?pth topsoil strippings in all landscape areas, 24-inch depth in street median planters. f. Scarify subgrades to 4 - 6 inch depth immediately prior to topsoil placements. 2. Finish Grading: At completion of job and after backfilling by other crafts has been completed, refill and compact areas which have settled or eroded to bring to final grades. 3. Grading tolerances: a. Rough grade: building and paving areas; plus or minus 0.1 foot, 0.05 feet for public streets. b. Finish Grade: 1) Granular cushion under concrete slabs and paving, plus or minus .O1 foot 4. Treatment after completion of grading: Af'pr gr ing is completed and subsequent to testing and inspection, prohibit fur . --r excavating, filling or grading except with the approval of A/E. F. HAUL ROADS: Provide and maintain all required access to the work from paved areas and other routes, in strict accordance with all regulations governing the Contractor's use of the site. Extend haul roads from paved area to building pad. Haul road to have 1 '-6" of 4" pit run with 6" top course of 1V minus. "END OF SECTION" 02200-4 02221 TRENCHING, BACKFILLING AND COMPACTION PART 1 - GENERAL A. DESCRIPTION 1. Work in this section includes, but is not necessarily limited to: a. Trenching and trench backfill necessary for complete installation of all underground items not c�)�-ered by other sections of these specifications. 2. Related work specified elsewhere: a. Summary of Work 01010 b. Testing Laboratory Services 01410 c. Earthwork 02200 d. Landscape 02800 e. Mechanical Division 15 f. Electrical Division 16 B. QUALITY ASSURANCE 1. Owner will employ and pay for independent testing laboratory to conduct compaction tests on all backfilling operations. PART 2 - PRODUCTS A. TRENCH BACKFILL MATERIAL 1. Trench foundation: a. Native material . b. 1P minus uniformly crushed graded rock. 2. Pipe bedding: a. Clean pea gravel or 3/4" minus uniformly crushed graded rock. b. Clean beach, pit run or reject crusher sand. 3. Pipe zone: a. Pipe bedding material . b. Native material which in the opinion of the A/E meets the desired characteristics. 4. Trench backfill : a. Native material which in the opinion of the A/E meets the desired characteristics. b. 3/4" minus gravel or crushed rock. PART 3 - EXECUTION A. TRENCH EXCAVATION 1. General a. Trench excavation and backfill in accordance with any and all specifications of any controlling regulatory agency under which the work is being performed. 02221-1 b. Excavate the trench to lines and grades sh,,wn or established with proper allowance for pipe thickness. The subgrade upon which the bedding is to be placed shall be firm, undisturbed and true to grade. If the trench is over-excavated, restore to grade with materials specified for pipe bedding at no expense to Owner. Place material over the full width of the trench and compact in layers not exceeding six (6) inches deep to establish grade with allowance for the pipe bAding. c. Dispose of all excess material not required elsewhere on the project. d. Provide all materials, labor, equipment necessary to adequately shore trenches to protect the work, existing property, utilities, pavement, etc. , and provide safe working conditions in the trench. Method of shoring in accordance with the Contractor's design. Damages resulting from improper cribbing nr shoring will be the sole responsibility of the Contractor. e. locate excavated material in such a manner that it does not create a hazard to pedestrian or vehicular traffic, nor interfere with the function of existing drainage facilities. f. Remove and dispose of existing and damaged sewer pipe and structures and other facilities necessary to construct the sewer. g. Plan and layout trenches to avoid root structures of trees indicated to remain. B. TRENCH FOUNDATION 1. Trench foundation is deti,ied as the bottom of the trench in which the pipe bedding is to lay and is responsible for support of the pipe. 2. When in the judgment of the A/E, the existing material in the bottom of the trench is unsuitable for supporting the pipe, excavate below the pipe as directed. Place backfill in trench to subgrade or pipe bedding with trench foundation material over full width of the trench and compact layers not exceeding six inches deep to the required grade. 3. Provide Class C trench bedding with shaped subgrade. C. PIPE BEDDING 1. Pipe bedding is defined as the furnishing and placing of specified materials on the trench foundation so as to uniformly support the barrel of the pipe. 2. Pipe bedding consists of leveling the bottom of the trench or the top of the foundation material and placing bedding material to the horizontal centerline of the pipe. Place specified bedding material in at least two lifts. Place first lift to provide the minimum six (6) inch depth of bedding material shown on the plan before the pipe is installed. Spread bedding smoothly to proper grade so the pipe is uniformly supported along the barrel and excavate bell holes at each joint to permit proper assembly and inspection of the entire joint. Provide firm unyielding support along 02221-2 the entire pipe length. Place subsequent lifts of not more than six inches in thickness up to the horizontal centerline of the pipe. Bring lifts up together on both sides of the pipe and carefully work under the pipe by slicing with a shovel or other approved procedure. Pay particular attention to the area from the flow line to the horizontal centerline of the pipe or top of bedding to insure that firm support is obtained to prevent any lateral movement of the pipe during the final backfilling of the pipe zone. Place pipe bedding full width of trench. D. PIPE ZONE 1. Pipe zone is defined as the full width cf the trench from the top of the bedding to six (6) inches above the top outside surface of the barrel of the pipe. 2. Place specified pipe zone material carefully around the pipe in six (6) inch layers and thoroughly hand tamp with approved sticks supplemented by walking in and slashing with a shovel . Prevent pipe from moving either horizontally or vertically during placement and compaction of the pipe zone material . Mechanical compactors prohibited for placement of fill in the pipe zone. E. TRENCH BACKFILL 1. Trench backfill is defined as furnishing, placing and compacting of material in the trench between the top of the pipe zone material and the bottom of the pavement base rock ground surface or surface material as directed. 2. AJE will sample excavatF-d material to determine suitability of native material for use as trench backfill . Should native material not be acceptable, trench backfill material will be 3/411 minus crushed rocK as previously specified under materials. Backfill trench above the pipe zone to within eight (8) inches of the final surface grade shown on the plans in lifts not to exceed eight (8) inches of loose depth. Compact each lift to minimum 92% of maximum density as determined by AASHTO T180 with mechanical vibrators or impact tampers. Plate final proper surface as required. Subsequent settlement of the trench during warranty period will be considered result of improper compaction and shall be promptly corrected. "END OF SECTION" I I i 02221-3 02550 SITE UTILITIES PART 1 - GENERAL A. DESCRIPTION 1. Work included: Provide underground utilities to within 5°-0" of building. a. Storm sewer. b. Sanitary sewer. c. Site electrical . d. Telephone conduit. e. Domestic water system. f. Fire protection. g. Building interconnects. 2. Related work described elsewhere: a. 01010 Summary of Work b. 02200 Earthwork c. 02221 Trenching, Backfilling and Compaction d. 15400 Plumbing e. 16000 Electrical B. QUALITY ASSURANCE 1. Codes and Regulations: a. All work and materials shall conform to all applicable local and State Code, Laws and Regulations, including OSHA and Public Works Engineering Standards of local Public Authorities with jurisdiction. b. Whenever indicated materials, workmanship. arrangements or construction is of higher quality or capacity than that required by the above Codes, the Drawings and/or Specifications shall govern. c. Should there be any direct conflict between the State or local Codes, Laws or Regulations, the Drawings and/or Specifications shall govern. d. Provide insurance coverage as required by Public Authorities having jurisdiction. 2. Permits and Inspections. a. Permits and inspections: Unless otherwise distinctly hereinafter specified, this Contractor shall apply and pay for all necessary permits, fees and inspections required by any Public Authority having jurisr!iction. 3. Drawings. a. The working drawings are generally diagrammatic. They do not show every offset, bend or elbow required for installation in the space provided. They do not show every dimension, component piece, section, joint or fitting required to complete the project. All locations fo- work shall be checked and coordinated with existing conditions in the field before beginning construction under this section or any other section. 02550-1 b. Existing underground utilities lying within the limits of excavation under this section shall be verified as to condition, size and location by uncovering, providing such is permitted by local public authorities with jurisdiction, before beginning construction under this section or any other section. C. SUBMITTALS 1. Submit electrical layout approved by serving utility prior to installation of ar.y underground utilities. PART 2 - PRODUCTS A. GENERAL: Provide the following materials where local jurisdiction will allow to within 5'-0" of building line. B. STORM SEWER 1 . Concrete Pipe: a. Non-reinforced Bell and Spigot pipe conforming to ASTM Standard Specification C-14, Class 2 unless noted otherwise on the Drawings. b. Reinforced Bell and Spigot pipe conforming to ASTM C76, Class II unless noted otherwise on the Drawings. Rubber-gasketed joints. 2. Corrugated Metal Pipe in accordance with AASHTO M36 or M167 completely coated with bituminous material conforming to AASHTO M190 with a minimum thickness of 0.05 inch at the crest of the corrugations. 3. Polyvinyl Chloride Pipe (PVC,): In accordance with ASTM 3034. C. SANITARY SEWER 1. Concrete Pipe: Non-reinforced Bell and Spigot pipe conforming to ASTM Standard Specification C-14, Class 2 unless noted otherwise on the drawings. 2. Reinforced Bell and Spigot pipe conforming to ASTM C76, Class II unless noted otherwise on the Drawings. Rubber-gasketed joints. 3. Polyvinyl Chloride Pipe, as approved for use in the City of Tigard for public sewers, as approved for use by UPC for non-public, sewers. D. DOMESTIC WATER 1. Copper: Type K hand drawn copper tubing in straight lengths with solder type fittings. Piping 2 inch and smaller with wrought copper fittings. 2. 200 PUC with rubber gasketed push-on joints complying with ASTM 2241. Fittings conforming to ASTM D2467. Joints on pipe and fittings con."orming to ASTM 03139. NSF approved pipe and fittings. 3. Service lines from main to meter to be installed by Tigard Water District. E. PLUMBING CLEANOUTS 1. Plumbing cleanouts shall be installed in the drainage system where noted on Drawings or where specifically required by the Governing Plumbing Code. Additional clear,outs may be required by plumbing officials. 02550-2 2. Cleanouts (Exterior Paved Areas ): Josam #58860 heavy duty cast iron access box with secured scuriatea cover, anchoring flanges, and cast iron cleanout with seriated cut-off ,ections and threaded bronze plug. Provide a minimum 18" x 6" concrete p,.d at grade. F. CATCH BASINS: 24" diameter or 24" x 24", 30" (minimum) high with 28" diameter or 28" x 28" traffic grate. Round catch basins 10-gauge steel. Square catch basins 1/4" thick steel plate. Asphalt emulsir,n coating. Lynch Co. or approved. Grate to withstand 12,000 pound wheel load. G. VALVES AND VALVE BOXES I. General: Valves manufactured by Jenkins, Kennedy, Mueller, Crane, ITT Grinnell, Stockham, Hammond or Lunkenheimer are approved. Valve boxes conforming to ASTM A48-76. Heavy duty. Tyler, Rich or Clow. 2. Gate Valves: a. Cast iron body, 125 psi working pressure, non-rising stem. AWWA C500- 61 (for pipes 8" and larger, supply butterfly valves). b. Valve Boxes: Three-piece adjustable type consisting of top section, cover and extension with walls 3/16" thick minimum. Cast iron. Similar to No. 921 box with No. 0081 cover as manufactured by Var. Rich Casting Corporation. 3. Globe Valves: Bronze body, 125 psi working pressure removable disc, integral seat. Nibco 1 -211-Y or S-211-Y. 4. Check Valve: Cast-iron 5ody, 125 psi working pressure horizontal swing, lever with spring. H. ELECTRICAL CONDUIT I. Conduit for the utility feeders shall he schedule 40 PVC heavy wall. 2. All conduit bends shall be rigid steel galvanized long radius. I . ELECTRICAL TRANSFORMER PAD AND VAU_TS: Contractor to coordinate size and type of transformer pads with utility company. �. FOUNDATION DRAINAGE PIPE: Advanced Drainage Systems (ADS) PVC perforated flex-pipe or approved, size 4" diameter. K. BUILDING INTERCONNECT CONDUIT: Schedule 40 heavy wall. PART 3 - EXECUTION A. TRENCHING 1. General : Perform all necessary excavation and backfill required for the installation of work. Any piping or other work damaged by the Contractor's operations shall be repaired at Contractor's expense. 2. Water: Keep all excavations free of standing water. Excavations damaged or softened by water or frost shall be reexcavated and filled back to original level wil'- sand, pea gravel or other approved material by the Contractor at his own expense. 02550-3 3. Trench Excavation: Excavate site trenches to the necessary depth and width, removing rots, unstable soil (muck, peat, etc. ), roots and stumps. Cost of additional excavation to facilitate utility cross-overs, additional offsets, extra bedding connections to existing utilities, connections to plumbing fixtures, etc. shall be borne by the Contractor. Excavation material is unclassified. Width of trench shall be adequate for proper installation of piping or conduit. 4. Increase depth as required to avoid other utilities. Encase piping in concrete in areas where depth of cover over pipe is less than vendor's recommended minimum depth or as required to conform to Governmental requirements for crossings. 5. Obtain A/E's approval prior to installing such piping and encasement. B. PIPE INSTALLATION: 1. Install all piping and appurtenances in accordance wi `h vendor' s recommendation. 2. Normally begin pipe laving at the downstream of the pipe line. 'The lower segment the pipe should be in contact with the shaded bedding throughout its ful ! length. Bell or groove ends of rigid pipe and outside circumferential laps of flexible pipe should be placed facing upstream. 3. All field joints made in joining of sections of pipe to form culverts and sewers, and to connect to structures in special sections to be closely fitted, tight, providing a smooth uniform interior surface. 4. Inspect all pipe prior to placement in the trench and if necessary clean any material tending to plug pipe. 5. Provide proper tools, labor and equipment for efficient execution cf the work. All pipe and fittings to be carefully lowered into the trench to avoid contamination. C. CONDUIT 1. Buried Condu-l � Marker a. All buried conduit shall have a yellow PVC plastic strip (minimum 6 inches wide) directly above the conduit runs. b. All buried conduit and points shall be identified by a treated 4" x 4" x 60" stake directly above the end of the conduit and extending 24" above final grade. The stake shall be painted yellow and labeled with data providing conduit size, routing and function; e.g. , "14' C to vault, utility power" or "'4' C to telco vault for telco", etc. c. Where conduit is installed for utility the following special requirements shall be met: 1 ) The installation of underground primary conductors into Contractor installed conduits will be started after the Contractor I has proven that the conduit runs are free and clean. This proof test wily be required. A utility inspector approval prior to conductor installation will be required. The conduit cleaning carrier shall be approved by the utility before application. Conduit capping shall not be acceptable for this requirement. 2) A minimum separation between parallel conduit runs of three (3) inches shall be required. All conduit runs shall be inspected before cover-up by the utility inspector. 02550-4 3) Electrical conduit separation of 24 inch-s sha11 be required between sewers, storm -'rains and water lines. Utility inspection will be required. Whenever electrical conduits are to be located below planned sewer, storm drains and water lines, backfill will require tamping for the required 6 inches. 4) All conduit installations shall be in a 48 inch deep trench. 5) Electrical conduit crossings shall be mechanically supported or soil compacted (6"). 6) Due to high conductor pulling tensions for conductor installation, no additional turns in conduit runs can be accepted without prior approval from the utility. Pulling vaults require straight entrances. D. P'oE TEST 1 Notify A/E, local Plumbing Inspector and Public Works Inspector two days before tests. 2. Drainage and Waste Piping: Test in accordance with Governing Plumbing Code or Public Works Engineering requirements. 3. Water Piping: Eliminate air from system. Fill and test at 150 psig for a period of two hours with no loss in pressure. E. CHLORINATION 1. General : Upon comple,:ion of all tests and necessary replacements, all domestic water pipinq shall be disin 'pcted as required. Coordinate with Tigard Water District for public water mains. 2. Method: After thoroughly flushing the system with water to remove sediment, the system shall be filled with a solution containing 50 parts per million of chlorine. After `our hours retention, the system shall be drained, reflushed and returned to service. "END OF SECTION" 02550-5 02612 ASPHALTIC CONCRETE PAVING PART 1 - GENERAL A. DESCRIPTION 1. Provide asphaltic concrete paving in areas indicated on drawings and as follows: a. Car parking areas b. Truck areas and traffic lanes c. Project road d. S.W. Nimbus Avenue 2. Related work specified elsewhere a. Summary of Work 01010 b. Cutting and Patching 01010 c. Subsurface Explorations 02010 d. Earthwork 02200 e. Cast in Place Concrete 03300 3. Paving sections: a. Car Parking Areas: asphaltic concrete 211; rock base course 4" b. Truck Areas and Traffic Lanes: asphaltic concrete 2"; rock base course 6" c. Project Road: asphaltic concrete 3" ; rock base course 8". d. S.W. Nimbus Avenue: See road improvement drawings. B. QUALITY ASSURANCE 1. Comply with "Asphalt Paving Institute of Oregon" recommended design and construction procedures, latest edition. 2. Work in public R.O.W. Comply with APWA Oregon Chapter requirements. 3. Patch and repair of streets: Comply with local governing municipality or• county, or State agency standard specification for streets and roads. C. SUBMITTALS: Material Certificates: Provide copies of materials certificates signed by material producer and Contractor, certifying that each material item complies with, or exceeds, specified requirements. D. JOB CONDITIONS: 1. Weather Limitations: Apply prime and tack coats when ambient temperature is above 50°F (10°C), and when temperature has not been below 35°F (1°C ) for 12 hours immediately prior to application. Do not apply when base is wet or contains an excess of moisture. 2. Construct asphalt concrete surface course when atmospheric temperature is above 40°F (4°C), and w'ien base is dry. Base course may be placed when air temperature is above 30°F (-1°C) and rising. 3. Grade Control : Establish and maintain required lines and elevations. 02612-1 PART 2 - PRODUCTS A. Asphaltic Concrete Paving: Oregon State, Class B and as noted on plans. B. GRANULAR BASE COURSE: Crushed rock of 14" maximum size !;onforming to Section 703 of the Standard Specifications for State Highway Construction - Oregon 1974 having less than 5% passing the No. 200 sieve. C. WEED CONTROL TREATMENT: 1. Monobar Chlorate by U.S. Borax 2. Nox-Weed No. 10 3. Approved substitutions D. EXTRUDED CURBS AT PARKING AND LANDSCAPE AREAS: See this Section. E. CURB CUTS, CURBS AND SIDEWALKS IN PUBLIC RIGHT OF WAY: Comply with Public Works Department having ,jurisdiction for all construction in public right of way. F. PAVING STRIPE): White traffic paint 4" wide, Pittsburgh, Fuller O'Brien, Sherwin Williams, and as required by the City of Tigard. PART 3 - EXECUTION A. PLACEMENT OF BASE COURSE 1. Preparation: After subgrade has been completed as described in Section 02200, and has been approved by the A/E, apply the specified sterilizer over the entire area to be paved, applying in strict accordance with the manufacturer's recommendations. 2. Placement: a. After completion of sterilizing operations, place the specified base material over all areas to be paved. b. Compact base material , in single lift, to achieve total compacted thickness of 100% Standard Proctor ASTM D-698. c. Bring the compacted base finish to a uniformly smooth and hard surface conforming to the lines, grades, elevations, and cross sections as indicated. 3. Tolerance: Maximum deviation when tested with a 10' straight edge, shall be plus or minus .05 foot. B. PLACING MIX: 1. General : Place asphalt concrete mixture on prepared surface, spread and strike-off. Spread mixture at minimum temperature of 225°F (107°C). Place inaccessible and small areas by hand. Place each course to required grade, cross-section, and compacted thickness. 02612-2 2. Paver Placing: Place in strips not less than 10' wide, unless otherwise acceptable to A/E. After first strip has been placed and rolled, place succeeding strips and extend rolling to overlap previous strips. Complete base course for a section before placing surface course. 3. Joints: Make joints between old and new pavements, or between successive day's work, to ensure continuous bond between adjoining work. Construct joints to have same texture, density and smoothness as other secticns of asphalt concrete course. Clean contact surfaces and apply tack coat. C. ROLLING: 1. General : Begin rolling when mixture will bear roller weight without excessive displacement. Compact mixture with hot hand tampers or vibrating plate compactors in areas inaccessible to rollers. 2. Breakdown Rolling: Accomplish breakdown or initial rolling immediately following rolling of joints and outside edge. Check surface after breakdown rolling, and repair displaced areas by l.)osening and filling, if required, with hot material. 3. Second Rolling: Follow breakdown rolling as soon as possible, while mixture is hot. Continue second rolling until mixture has been thoroughly compacted to 95% maximum density. 4. Finish Rolling: Perform finish rolling while mixture is still warm enough for removal of roller marks. Continue rolling until roller marks are eliminated and course has attained maximum density. 5. Patching: Remo, c and replace paving areas mixed with foreign materials and defective areas. Cut-out such areas and fill with fresh, hot asphalt concrete. Compact by rolling to maximum surface density and smoothness. D. TRAFFIC AND LANE MARKINGS: 1 . Cleaning: Sweep and clean surface to eliminate loose mate;-ial and dust. 2. Striping: Apply paint with mechanical equipment to produce uniform straight edges. Apply at :manufacturer's recommended rates. 3. Color: White. 4" wide. E. FIELD QUALITY CONTROL : 1. General : Test in-place asphalt concrete courses for compliance with requirements for thickness and surface smoothness. Repair or remove and replace unacceptable paving as directed by A/E. 2. Thickness: In-place compacted thickness will not be acceptable if exceeding following allowable variation from required thickness: a. Rock Base Course: P, plus or minus. b. Surface Course: V, plus or minus. 3. Surface Smoothness: Test finished surfaces of each asphalt concrete course for smoothness, using 10' straightedge applied parallel with, and at right angles to, centerline of paved area. Surfaces will not be acceptable if exceeding the following tolerances for smoothness. Final surface shall be within 1/8" plus or minus. 02612-3 F. PROTECTION: 1. No patching or corrections permitted for asphalt concrete paved surfaces after compacting of lift. 2. Barricade and prohibit traffic on new pavement for at least forty-eight hours after placing. G. STAINS: Remove all asphalt stains from adjacent exposed surfaces. H. EXTRUDED CURBS: 1. Provide machine extruded curbs of types, shape and dimensions indicated. 2. Concrete to be no slump design for use in extruding machine. 3. Provide cold joints every 20'-0". 4. Bond curb to asphalt with "epoxy resin" continuously along length of curb. 5. Immediately upon completion of curb, spray with liquid membrane curing compound. 6. Final curb should be uniform, dense, free of sags, lumps, honeycor,ibing or other irregularities. ?. At contractor's option, pre-extruded sections may be used at g0° corners or short lengths of run. I. CURB CUTS, STREETS, CURBS AND SIDEWALKS IN PUBLIC RIGHT OF WAY 1. Comply with Public Works Department having jurisdiction for all construction in public right of way. "END OF SECTION" 02612-4 DIVISION 3 - CONCRETE 03100 Concrete Formwork 03100-1-3 03200 Concrete Reinforcement 03200-1-2 03300 Cast-in-Place Concrete 03300-1-3 03100 CONCRETE FORMWORK PART 1 - GENERAL A. DESCRIPTION 1. Work included: Provide formwork in accordance with the provisions of this Section for all cast-in-place concrete as indicated. 2. Related work described elsewhere: a. Summary of Work - 01010 b. Cast-in-Place concrete - 03300 d. Concrete Reinforcement - 03200 B. QUALITY ASSURANCE 1, Design of formwork is the Contractor's responsibility. 2. Standards: Comply with all pertinent provisions of the ACI 318-77, Chapter 6. 3. Formwork in accordance with ACI 347. PART 2 - PRODUCTS A. FORM MATERIALS 1. Mood Forms: a. Dimensional S4S Lumber. b. 3/4" BB Class I or II EXT , APA Plyform. 2. Steel Forms: May be used at Contractor's option. 3. Earth Forms: Side forms of footings may be omitted and concrete placed directly against excavation only when requested by the Contractor and accepted by the A/E. When omission of forms is accapted, provid,- additional concrete 0") on each side of the minimum design profiles and dimensions shown. 4. Form ties: Provide factory-fabricated, adjustable-length, removable or snap-off metal form ties, designed to prevent form deflection and prevent spalling concrete surfaces upon removal . 5. Forms coatings: Provide commercial formulation form-coating compounds that will not bond with, stain, nor adversely affect concrete surfaces requiring bond or adhesion, nor impede the wetting of surfaces to be cured with water or curing compounds. PART 3 - EXECUTION i A. DESIGN OF FORMWORK 1. General : a. Design, erect, support, brace, and maintain formwork so that it will safely support vertical and lateral loads that might be applied, until such loads can be supportFd by the concrete structure. 03100-1 b. Construct formwork so that concrete members and structures are of correct size, shape, alignment, elevation, and position. c. Provide shore and struts with positive means of adjustment capable of taking up formwork settlement during concrete placing operations, using wedges or jacks or a combination thereof. d. Support form facing materials by structural members spaced sufficiently close to prevent objectionable deflection. e. Fit forms placed in successive units for continuous surfaces to accurate alignment, free from irregularities, and within allowable tolerances. f. Provide formwork sufficiently tight to prevent leakage during cone, ete placement. Solidly butt joints as required to prevert leakage and fins. B. FORM CONSTRUCTION 1. General : a. Construct forms complyi g with ACI 347, to the exact sizes, shapes, lines, and dimensions shown, and as required to obtain accurate alignment, location, grades, level , and plumb work in finish structures. b. Provide for openings, offsets, keyways, recesses, moldings, reglets, chamfers, blocking, screeds, bulkheads, anchorage, inserts, and other features required. C. FORM COATINGS: Coat form contact surfaces with form-coating compound before reinforcement is placed. Do not allow excess form coating materia to accumulate in the forms or to come into contact with surfaces which will be bonded to fresh concrete. Apply in compliance with manufacturer's instructions. D. INSTALLATION OF EMBEDDED ITEMS 1. General : Set and build into the work anchorage devices and other embedded items required for other work that is attached to, or supported by, cast- in-place concrete. Use setting drawings, diagrams, instructions and directions provided by suppliers of the items to be attached thereto. 2. Edge forms and screeds strips for slabs: Set edge forms or bulkheads and intermediate screeds strips for slabs to obtain required elevations and contours in the finished slab surface. Provide and secure units to support types of screeds required. 3. Cleaning and tightening: Thoroughly clean forms and adjacent suriaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before concrete is placed. Retighten forms immediately after concrete placement as required to eliminate mortar leaks. E. REMOVAL OF FORMS: Forms to remain in place until concrete can safely support its own weight and lead thereon. Contractor is responsible for form removal and any resulting concrete damage. Repair or replace damaged concrete as directed at no additional cost to Owner. 03100-2 F. RE-USE OF FORMS: Clean and repair surfaces of forms to be re-used in the Work. Split, frayed, delaminated or otherwise damaged form-facing material will not be acceptable. Apply new form coating compound material to concrete contact surfaces as specified for new formwork. When forms are reused for successive concrete placement, thoroughly clean surfaces, remove fins and laitances, and tighten forms to close all joints. Align and secure joints to avoid offsets. G. PATCHING - REPAIRING: After forms are removed, fill form holes with cement mortar mixed as dry as feasible and rammed solid. Repair vc,io_ and rock pockets. Knock fins off smooth and patch imperfections to match adjacent surfaces. Remove telegraphed lines, sack finish and grind smooth. Rub rough surfaces with carborundum stone where directed. "END OF SECTION" 0.3100-3 03200 CONCRETE REINFORCEMENT PART 1 - GENERAL A. DESCRIPTION 1. Work included: Provide complete, in place, all steel required for reinforcement of cast-in-place concrete as shown on the Drawings. 2. Related work described elsewhere: a. Cast-in-Place Concrete. b. Concrete Formwork. 3. Definition: The term "reinforcement" as used herein, includes all rei;:forcement needed for concrete indicated on the drawings or required for a complete operable facility. Reinforce all concrete unless specifically noted on the drawings. If no reinforcement is shown, contact A/E for requirements. B. QUALITY ASSURANCE 1. CRSI "Manual of Standard Practice"; 2. ACI 318. C. SUBMITTALS: Submit shop drawin_Is in accordance with Section 01300. D. PRODUCT HANDLING 1. Delivery: Deliver reinforcement to the job site bundled, tagged, and marked. Tags to indicate bar size, lengths, and other information corresponding to markings shown on placement diagrams. 2. Storage: Store reinforcement at the job site in a manner to prevent damage and accumulation of dirt and excessive rust. PART 2 - PRODUCTS A. REINFORCING BARS: All bars for reinforcement shall be deformed, intermediate grade steel conforming with "Specifications for Billet-Steel Concrete Reinforcing Bars," ASTM A-615 and Supplement #1, Grade 60 unless specifically noted as grade 40. B. STEEL WIRE: Comply with ASTM A-82. C. CHAIRS: All chairs and bolsters to be plastic or plastic tipped. D. WELDED WIRE FABRIC: Comply with ASTM A-185, 6 x 6 w1.4 x w1.4 03200-1 PART 3 - EXECUTION A. FABRICATION 1. General : Fabricate reinforcing bars to conform to required shapes and dimensions, with fabrication tolerances complying with CRSI Manual. In case of fabricating errors, do not rebend or straighten reinforcement in a manner that will injure or weaken the material. 2. Unacceptable materials: Reinforcement with any of the following defects will not be permitted in the Work: a. Bar lengths, depths, and bends exceeding specified fabrication tolerances. b. Bend or kinks not indicated on Drawings or final Shop Drawings. c. Bars with reduced cross-section due to excessive rusting or other cause. B. INSTALLATION 1. General : a. Comply with the specified standards for details and methods of reinforcement placement and supports, and as herein specified. b. Clean reinforcement to remove loose rust and mill scale, earth, and other materials which reduce or destroy bond with concrete. c. Position, support, and secure reinforcement against displacement by formwork, construction, or concrete placement operations. Locate and support reinforcing by metal chairs, runners, bolsters, spacers, and hangers, as required. d. Place reinforcement to obtain the minimum coverages for concrete protection. Arrange, space, and securely tie bars and bar supports together with 16 gauge wire to hold reinforcement accurately in position during concrete placement operations. Set wire ties so that twisted ends are directed away from exposed concrete surfaces. e. Provide suff'cient numbers of supports and of strength to carry • einforcement. Do not place reinforcing bars more than 2." beyond the last leg of any continuous bar support.. Do no use supports as bases for runways for concrete cone; -ing equipment and similar construction loads. f. Splices: Provide standard reinforcement splices by lapping ends, placing bars in contact. ­ f4nhtly wire tying. g. Obstructions: In the event conduit, pipes, inserts, sleeves, or any other items interfere with placing reinforcement as indicated, or as otherwise required, immediately notify A/E, and obtain approval on procedure before placement of concrete is started. h. Adjust reinforcement within allowed tolerance to coordinate with sleeves and inserts. I . Allow for inspectior; of reinforcing prior to concrete pour. "END OF SECTION" 03200-2 03300 CAST-IN-PLACE CONCRETE PART 1 - GENERAL A. DESCRIPTION 1. Work included: Provide all cast-in-place concrete, complete, in place, as indicated, including, but not necessarily limited to: a. Curbs and curb cuts in public right-of-way b. Extruded curbing c. Miscellaneous on-site concrete slabs, pads, thrust blocks, sidewalks, light bases. 2. Related work specified elsewhere: a. Summary of Work 01010 b. Earthwork 02200 c. Asphaltic Concrete Paving 02612 d. Trenching, Backfilling and Compaction 02221 e. Concrete Formwork 03100 B. QUALITY ASSURANCE: 1. Codes and Standards: Comply with the following: a. ACI 301 "Specification for Structural Concrete for Buildings" b. ACI 305 "Recommended Practices for Hot Weather Concreting" c. ACI 306 "Recommended Practices for Cold Weather Concreting" d. ASTM C-94 "Standard Specification for Ready Mixed Concrete" 2. Testing: Owner will employ and pay for services of independent testing laboratory, working under direction of A/E, to perform concrete test. Contractor shall cooperate and furnish tools, materials and assistance. C. SUBMITTALS 1. Mix Design: a. Prepare design mixes for each type of concrete. b. Proportion mixes by either laboratory trial batch or field experience methods, using matevials to be employed on the Work for each class of concrete required but not less than 5-1/2 sack mix. c. Furnish certified reports of each proposed mix for each type of concrete at least thirty days prior to start of installation of the Work of this section. D. CONCRETE STRENGTHS 1. Sidewaiks: f'c = 3000 psi at 28 days, with 3" slump tolerances plus 1", minus 1". 2. Accent Strips at Turnarounds: f'c = 4000 psi at 28 days; flexural beam strength 600 psi at 28 days, slump 3" + 1". 03300-1 PART 2 -- PRODUCTS A. CEMENT: Standard brand of Portland Cement per ASTM C-150 Types I or II at Contractor' s option. Use only one manufacturer's standard brand, type and grind throughout all work of a particular type. B. WATER: Clean, potable, fresh, and free from injurious amounts of oils, acids, alkalis, organic mate.-431S or other harmful substances. C. ADMIXTURES: (Agents shall both be from the same manufacturer). 1. Air entraining agent: Per ASTM C-260. 2. Water-reducing agent: Per ASTM C-494, Type A, containing no calcium chloride or other accelerating or retarding agents. 3. Slabs and concrete exposed to weather to have 6% air entrainment. 4. Fly ash prohibited. D. AGGF,EGATE: In accordance with ASTM C-33. E . CURE 1ARDENER 1. At Contractor's option ensure compatibi' ity with sealers. PART 3 - EXECUTION A. GENERAL: Place concrete in compliance with practices and recommendations of ACi 301, and herein specified. B. CONVEYING: Handle from mixer for final deposit rapidly by methods which will prevent segregation or loss of ingredients to maintain required quality of concrete. 5EPOSITING 1. Deposit concrete continuously. When continuous placement 's not possible, construction joints shall be located as approved by the A/E. Concrete shall be placed as nearly as possible to its final position, avoid rehandling or flowing. 2. Place in forms within 1-1/2 hours after introduction of water. 3. Ilse of partially hardened or contaminated concrete prohib ted. D. COVSOL I DATION 1. Consolidate by vibration, spading, rodding, or forking. Work concrete around reinforcement, embedded items, and into corners; eliminate all air or stone pockets and other causes of honeycombing, pitting or planes or weakness. 2. Do riot use vibrators �o transport concrete. 3. Do not vibrate forms or reinforcement. 03300-2 � �r E. CURING AND PROTECTION 1. Immediately following placement, concrete shall be protected from premat,are drying, hot and cold temperatures, rain, flowing water and mechanical injury. 2. Materials and method of curing shall be approved by the A/E. Final curing shall continue for not less than seven days. 3. Approved methods include: Ponding, continuously wet mats, and liquid membrane - curing compounds. F. FINISHES 1. Rough form finish: a. Provide as-cast rough form finish to formed concrete surfaces that are to be concealed in the finish Work or by any other construction. b. Standard rough form finish shall be the concrete surface having the texture imparted 5y the form facing material used, with tie holes and defective areas repaired and patched, and all fins and other projections exceeding 1/4" in height rubbed down or chipped off. 2. Nonslip broom or wire tine finish at sidewalks and exterior slabs: a. Apply nonslip broom finish to exterior concrete platforms, steps, and ramps, and as indicated. b. Immediately after trowel finishing, slightly roughen the concrete surface by brooming in the direction perpendicular to the main traffic route. Use a fiberbristle broom. c. Coordinate the required finish with the A/E prior to application. "END OF SECTION" 03300-3 DIVISION 16 - ELECTRICAL 16010 Electrical, General 16010-1-5 .16100 Basic Materials and Methods 16100-1-5 16500 Lighting 16E00-1-2 I 16010-1 ELECTRICAL GENERAL SECTION 16010 ELECTRICAL GENERAL PART 1 GENERAL i .1 GENERAL A. The "GENERAL CONDITIONS" and "GENERAL REQUIREMENTS" of the Architectural Specifications govern work under Division 16, ELECTRICAL. B. This section "GENERAL ELECTRICAL PROVISIONS" shall apply to all sections of Division 16, ELECTRICAL. 1 .? PROJECT SCOPE The project consists of three portions of electrical involvement as follows: A. Site Electrical : Thi;, work is included under this Contract. B. Building Electrical : This wore will be performed later and is excludr,d from this Contract. C. Tenant Electrical : This work will be performed later and is excluded rom t Is contract. 1 .? DESCRIPTION OF WORK A. Provide all labor, materials, equipment and services to construct and install complete new electrical work as described herein and shown on the Drawings. B. Any apparatus , appliance, material or work not shown on drawings but mentioned in the Specifications, or vice versa, or accessor,ies necessary to make the cork complete in all respects and ready for intended use, even if not pa •titularly specified, shall be furnished, and installed by the Contrar or without additional expense to the Owner. C. With submission of bid, the Contractor shall give written notice to the Architect of any materials or apparatus believed inadequate or unsuitable, in violation of laws, ordinances, rules, and any necessary items or work omitted. In the absence of such a written notice, it is mutually agreed that the Contractor has included the cost of all required items in his proposal , and that he will be responsible 'or the approved satisfactory functioning of the entire system without extra compensation. D. Design drawings are diagrammatic and do not show all offsets , bends, elbows or other specific elements which may be required for proper installation of work. Such work shall be verified at the jobsite and the required accessories and routing shall be provided to complete the work. TIGARD PHASE II - SITE ELECTRICAL 455P03 16010-2 ELECTRICAL GENERAL at no additional cost to the Owner. The right is reserved to make any reasonable changes in outlet, lighting or equipment locations , prior to rough-in without any additional cost to the owner. "Reasonable Change" shall be interpreted as including any change of up to six feet from the locations indicated on the Drawings . Changes shall be approved by Electrical Engineer orior to execution of work. 1 .4 WORK INCLUDED The items included under this Division of the Contract work shall include, but are not necessarily limited to, the following: A. Primary conduits to the transformer pad(s) , and secondary service entrance conduits to the building perimeter(s) . B. Power company electrical vaults and splice vaults as indicated on the Drawings . C. Telephone service conduit(s) to the building perimeter(s) . D. Telephone splice vaults! as shown on the Drawings . E. Branch circuit wiring as indicated on the Drawings. F. Parking lot lighting. G. Liaison and coordination with Serving Utility Companies. H. See also 01010 Sunnary of Work. .5 WORK NOT INCLUDED Except as may be otherwise indicated on the Drawings , the following work is not included under this Division of the Contract work: A. Telephone, cable and equipment and installation of such. B. Electric utility transformers and primary and secondary conductors. C. Work within 5' of the building perimeter (other than shown on the Drawings) . D. Poured in place re-inforced concrete trasformer pads and light pole footings . 1 .6 CODES AND FEES A. Contractor shall give all necessary notices , obtain all permits and pa;, all government taxes , fees and other costs in connection with this weak. He shall obtain all required certificates of inspection for his work and deliver same to the Owner before request for acceptance and final payment for the work. TIGARD PHASE II - SITE ELECTRICAL 455PO3 16010-3 ELECTRICAL. GENERAL B. Work and materials shall conform to the latest rules of the National Board of Fire Underwriters ' Code, regulations of the State Fire Marshal , and with applicable local and state codes . Nothing in these specifications shall be construed to permit work not conforming to the most stringent applicable codes. C. The National Electrical Code, Uniform Building Code, all other applicable local codes and electrical requirements established by the state and local fire marshals are hereby made part of these Specifications. The Contractor shall not;fy the Prchitect of any part of the work he believes to be in conflict with these codes and regulations. D. Comply with 01085 Applicable Codes and Standards. 1 .7 COORDINATION A. Electrical Drawings are arranged for convenience only and do not necessarily determine which trade performs the various portions of the work. The Contractor shall perform all necessary work to join with or receive work of other trades . B. Work shall be coordinated with all trades to provide adequate clearance and eliminate conflicts. C. The Architectural , Civil , Structural , Plumbing and Mechanical Drawings , Specifications , and Conditions shall be considered as part of the conditions for electrical work as though repeated herein. D. Comply with 010:0 Coordination. 1 .P EXISTING CONDITION„ A. It shall be the responsibility o` the Contractor to visit the jobsite prior to submitting his proposal anc to familiarize himself with existing conditions . B. Information on Drawings relative to existing conditions is approximate. During the progress of construction, deviations found necessary to conform to actual conditions shall be reported to the Architect. Contractor is responsible for any damage caused to existing utilities. Damaged work shall be removed and promptly returned to service using new materials to match existing. C. Comply with 01070 Cutting and Patching 1.0 REQUIRED SUBMITTALS A. Shop drawings for this Division of work shall be submitted on all major pieces of electrical equipment, including light fixtures, switchboard, motor control center, starters , circuit breakers , panel boards, and transformers. Up to 11"x]7" size sheets may be submitted as for product literature below. Over ll"07" size submit as required under 01300. TIGARD PHASE I1 - SITE ELECTRICAL 455PO3 16010-4 ELECTRICAL GENERAL B. Submit manufacturer's descriptive literature and catalog cuts of standard electrical products used including wire, cables raceway, switches, outlets, etc. C. Comply with 01300 Submittals ext,_pL as modified for this Division above. Literature and small shop drawings shall be bound in three-ring note books not over 50% full . All submittals shall include project name, Contractor's and electrical sub contractor's name, address and telephone number, and shall be properly marked to indicate the interded service of the material . 1 .10 RECORD DRAWINGS A. Maintain a clean set of drawing prints at the jobsite for the exclusive purpose of maintaining a record of all work installed and to show any deviations from the work indicated on the Drawings. B. At the completion of the project, one set of reproducible drawings , showing all as-built conditions , shall be delivered to the Architect for acceptance prior to final payment. Reproducible sepia mylars available from the Engineer at cost. C. Comply with 01720 Project Record Documents except as modified for this Division above. Make an exact record of all exterior underground electrical work. 1 .11 GUARANTEE A. Unless otherwise indicated in the Contract Documents , all material and equipment furnished and installed under this Contract shall be new, free from defects and shall be guaranteed for a period of one year from the date of substantial completion. Should any trouble develop during this period due to faulty workmanship or material , the Contractor shall furnish all necessary material and labor to correct the trouble, withr)ut cost to the Owner. In default, the Owner may have such work done and charge cost to the Contractor. 1 .12 HOUSEKEEPING AND PROTECITON A. Protect and cover all equipment during construction and clean and touch up where necessary to remove scars and si.ratches on all factory painted equipment. Nameplates bearing descriptive data shall be left clean and unpainted. 1 . 13 OBSERVATIONS AND TESTS A. The right is reserved to observe and test any portion of the equipment and/or materials during the progress of its erection. The Contractor shall test all wiring and connections for continuity and grounds before connecting any fixtures or equipment. TIGARD PHASE II - SITE ELECTRICAL 455PO3 16010-5 ELECTRICAL GENERAL. B. The Contractor shall test the entire system, as requested, in the prasence of the Architect and/or his Consulting Electrical Engineer when the work is completed to insure that all portions are free from shorts or grounds. All equipment and labor necessary to conduct these tests shall be furnished as a part of the Contract work. 1 .14 PROJECT CLOSEOUT A. On completion of the entire installation, the approval of the Architect and Owner shall be secured, cover,*ng the installation throughout. The Contractor shall obtain and pay for a certificate of approval from the public authorities having jurisdiction. A final inspection certificate shall be submited to the Architect prior to final payment. Any and all cost incurred for fees shall be paid for by the Contractor. B. Comply with 01700 Project Closeuut. END OF SECTION TIGARD PHASE II - SITE ELECTRICAL 455PO3 16100-1 BASIC MATERIALS AND METHODS SECTION 16100 BASIC MATERIALS AND METHODS PART 1 GENERAL 1 .1 GENERAL General Conditions of Section 16010 shall apply to this Section. 1 .? DESCRIPTION OF WORK Provide all labor, materials , equipment and services to construct a complete and workable electrical system as specified herein and as shown on the Drawings. 1 .3 LISTINGS Provide Underwriters ' Laboratories , Inc. listed and labeled equipment for all iterns for which U.L. carries a listing or labeling, unless items are specifically exempted. PART 2 MATERIALS P.] RACEWAYS AND FITTINGS A. Metallic conduit incorporateu in electrical wore, shall comply with all codes and American Standards Association C80-1-1958 (NEMA- 10) and C80-3- 1058 (NEMA-112) . B. Rigid conduit shall be of threaded type, hot dip galvanized steel . Intermediate metallic conduit shall be of threaded type, hot dipped galvanized steel . All steel conduit shall be protected by an overall zinc coating. C. Flexible conduit shall be steel ; minimum 112 inch size, fittings shall be of screwed wedge type. Neoprene jacketed liquid tight flexible conduit shall be used in locations exposed to weather or dampness , with suitable waterproof fittings . D. Conduit terminations 1-1/4 inch or larger shall he equipped with approved insulated bushings . E. Approved "concrete tight" and "watertight" fittings shall be used on conduits in these locations . F . Non-metallic conduit shall be PVC Schedule 40; or type I thin-wall transite where concrete encased. TIGARD PHASE II - SITE ELECTR, .AL 455PO3 16100-2 BASIC MATERIALS AND METHODS G. Unless otherwise noted, minimum conduit size shall be 1/2 inch. Minimum homerun to any panelboard shall be 3/4 inch. 2.2 IDENTIFICATION A. Subgrade marking tape shall be six inches wide and a minimum of 4.0 mil thickness inert polyethylene plastic; imprinted continously over its entire length in permanent black with manufacturer's standard legend which most accurately identifies the type of line. Color shall be Safety Red for electric power, distribution, and transmission lines; color shall be Safety Alert Orange for telephone, communications and television lines. Allen, T&B, Grady. B. Self supporting above ground markers shall be extruded high-visibility plastic, self-supporting above ground up to 30 inches high. Color as for subgrade marking tape above. Radar Engineers of Portland, Oregon. 2.3 WIRE AND CABLE A. Conductors shall be copper and rated at not less th 1,00 volts , except I for signal cable specifically rated lower. For ter and lighting, minimum size shall be Number ?2 AWG; for signal cable- +tuber and size as indicated. All wire No. 8 AViG or larger shall be stran B. Branch circuit wiring shall be type THWN or XHHN, degrees C insulation. C. Feeders sized No. 2 AWG and above shall be type THW, 75 degrees C insulation. 2.4 SPLICES AND INSULATION A. Wire nut connectors shall be manufactured by Thomas & Betts, 3M, Ideal or approved equal . B. Cr-pression type wire connectors shall be manufactured by Thomas & Betts , 3M or approved equal . C. Mechanical screwed compression type connectors shall be manufactured by Burndy, Ilsco or approved equal . D. Insulating tape shall be manufactured by 3M, Ideal or approved equal . 2.5 OUTLET BOXES A. Surface boxes shall be of the cast metal threaded hub style with askPted e covers, similar to Pyle National or Crouse Hinds type "FD" or 'FSS . TIGARD PHASE II - SITE ELECTRICAL 455P03 15100-3 BASIC MATERIALS AND METHODS PART 3 EXECUTION 3.1 RACEWAYS AND FITTINGS A. Rigid steel conduit or intermediate metallic conduit shall be used: 1 . Wet or damp locations . B. Non-metallic conduit may be used only: 1 . Beneath the buildiig slab. 2. Exterior to the building below grade. C. Flexible conduit shall be used for final connections to all vibrating equipment and recessed light fixtures. Connections to rotating equipment shall be with liquid-tight flexible conduit. D. Exposed conduit shall be run parallel with or at right angles to the lines of the building. Exposed conduit shall be routed as high as possible and tight to structure on all horizontal runs. F. The outside diameter of any conduit buried in concrete shall not exceed one-third (1/3) of the slab thickness . F. Secure all conduits to outlet boxes, junction boxes or cabinets with locknuts outside and locknuts with bushings inside. G. Ream conduits after threads ari cut; ends shall be cut square and shall butt solidly into couplings and 7onnectors . H. All conduits penetrating building exterior walls, roofs or membranes shall be provided with a watertight fitting, pitch pocket, flange or membrane clamping ring to provide watertight seals . T . Conduits sh?11 be continuous from outlet to outlet and from outlets to cabinets , junction or pull boxes, and shall enter and be secured at all boxes so that, each sytem shall be electrically continuous throughout. J. A No. 1a galvanized iron or steel fishwire shall be left in all conduits in which permanent wiring is not installed. ?.? WIRE AND CABLE A. All wire and cable shall be installed in raceway except as allowed below. 3.3 SPLICES AND INSULATION A. Joints or branch circuits shall occur only where such circuits divide and shall consist of one through circuit to which shall be spliced the branch from the circuit. No splices shall be made in conductors except at outlet boxes, junction boxes and splice boxes . TIGARD PHASE II - SITE ELECTRICAL 455PO3 16100-4 BASIC MATERIALS AND METHODS B. All joints for power wiring No. 10 AWG or smaller shall be made with wire nuts or compression type connectors. Joints in signal cables shall be made only with compression type connectors. C. All joints or splices for No. 8 AWG or larger shall be made with a mechanical compression connector. After the conductors have been made mechanically and electrically secure, the entire joint or splice shall be covered with tape to make the insulation of the joint or splice equal to the insulation of the conductors . 3.4 OUTLET BOXES A. Before locating outlet boxes, check all Archite'tural and Owner equipment drawings for type of construction and to make sure that there are no conflicts with other equipment. B. Bar hangers shall be used to support outlet boxes in stud or furred partitions and ceilings. Screws shall be used with expansion shields for fastening to concrete or masonry. Provide approved knockout seals on unused open knockout holes. ?.5 JUNCTION AND PULL BOXES Drawings do not necessarily show every pull box required. Additional boxes may be added when desirable to Save labor and avoid difficulties; and when code requirements limit the numhcr of bends between boxes. Additional boxes shall be provided without added cost to the Owner. Boxes shall be sized according to code and shall be Underwriters ' Laboratories listed. Boxes shall be accessible at tho time of completion and in finished areas shall be located only after approval of Architect due to appearance considerations . 1.6 EXCPVATION A. General : Perform all necessary excavation and backfill required for the installation of electrical work. Aay electrical conduit , piping, or other work damaged during excavation and backfilling shall be repaired at the Contractor's expense. B. Water: Keep all excavations frie of standing water. Excavations damaged or softened by water or frost shall be re-excavated and filled back to original level with sand, pea gravel , or ocher approved material by the Contractor at his own expense. C. Trenches : Excavate trenc' os to the necessary depth and width. Width r,f trench—shall be adequate for proper installation of conduit andioi duct bank. Pitch the tren,-.hes uniformly without pockets , not less than fl- inches per 100-feet, tuwards manholes or both ways from high points between manholes. Avoid pitching the ducts towards buildings wherever possible. D. Backfill : All backfill shall be bank-run sand per EARTHWORK Section to TIGARD PHASE II - .iITE ELECTRICAL 455PO3 16100-5 BASIC MATERIALS AND METHODS 3-inche,; above cont+-jit or concrete encasement on exterior runs and up to slab on interior conduit below slabs. Backfill on exterior conduit above the sand shall be soil from site if available or from another source containing no rubble or rock. All backfill shall he placed in layers not exceedin,, 8-inches deep and compacted to 95% of maximum density at optimum moisture content per AASHO Standard T-99 to preclude subsequent settlement. E. Identifi;ation ; During back-filling for each txtarior urderground circuit, in:tall a continuous subgrade marking tape, located directly over the buried line at 6" to 8" below finished grade. Where multiple small lines are buried in a common trench and do riot exceed an overall width of 16", install a single line marker. Over 16" width of lines install multiple t, „s not over 10" apart (edge to edye) over the entire group of lines. Install above ground markers as indicated on the Drawings . F. Tests : During the progress of the work, the Owner, at his own expense, reserves the right to have compaction tests made under the direction of a testing laboratory for all compacted fill . G. Grading: Following backfilling, grade all trenches to the level of surrounding subgrade. All excess soil shall be removed from site. 3.7 ACCESSIBILITY A. General : The installation of pull boxes , wireways and other items requiring in!pertion, repairing, removal or replacement, shall be conveniently and accessibly located with reference to the finished building. 3.8 EQUIPMENT PROTECTION A. General : Keep all conduit openings closed by means of plugs or saps to prevert the entrance of foreign matter. Protect all conduit, ductwork, fixtures, equipment, and apparatus against dirt, water, chemical , or mechanical damage, both before and after installation. Any equipment or apparatus damaged prior to final acceptance of the work shall be restored to its original condition or replaced at no additional cost to the Owner. B. Finish; Protect all equipment surfaces and similar items, until in service; no rust will be permitted. C. Storage: Equipment and materials stored on the job site shall be covered or otherwise suitably protected as directed. If coverings become torn they shall be replaced until the equipment is connect,-d and operating. END OF SECTION TIGARD PHASE II - SITE ELECTRICAL 455P03 16500-1 LIGHTING SECTION 16500 LIGHTING PART 1 GENERAL 1 .1 General Conditions of Section 16010 shall apply to this Section. 1 .2 A. Provide and install new light fixtures , and lamps as indicated on the drawings. B. Provide all materials, equipment and services to construct a complete and workable lighting system to the extent indicated. PART 2 MATERIALS 2.1 All fixtures shall be listed and labeled by Underwriters ' Laboratories. Lighing fixture manufactirer's catalog numbers are indicative of desired design, appearance quality and performance. Other fixtures offering these same features may be considered as substitutions, although the final acceptance of Such substitutions are to be made by the Engineer. 2.2 SITE LIGHTING A. Provide exterior lighting fixtures as indicated on drawings. B. Raceway: Refer to Section 16100. C. Anodizing: Where luminaires are specified to be an,,Oized, provide Architectural Class 1 anodic coating. Submit certification that coating corr.pl i es. D. Grounding: Where ground wires are indicated in service feeders connect ground to pole and luminaire ground. Where ground conductors are not indicated, provide a ground rod at each pole with grounding conductor. . 1 . The ground rod shall consists of a "Coppe, +veld" 3/8 inch by 5-foot ground rod driven full length into the earth. Top minimum 1/2 inch below grade. 2. The grounding conuctor shall consist of one No. 6 AWG bare stranded Copperweld type "D" conductor. 2.3 BALLASTS A. High pressure sodium and mercury-vapor fixture ballasts shall be single- larnp, high power factor, regulator put-put type, suitable for 150 degrees F. interior application and -20 degrees F. outside. i TIGARD PHASE II - SITE ELECTRICAL 455P03 N RII0 EL-EV. 1lcl .07 (DO NOT IMPLEMENT 1. 5' DROP AT THIS \ CA'1CH BASIN) RAISE FIRE HYDRANT T CU RV r`_ DATA _ CONSTRUCT OVE.RSIZ EO \ + V TO (;RADE - CUORDINA(E a -7-- CATCEI SA5IN9- UTILIZE �� r 0 WITH TI/gARD WATER DISTRICT" cl CURVE Q PC PT EXISZ-IN(x PIPE- 0 � I N O R L C STATION STATION CONSTRUCT NEW 5 5 RAISE FIKE HYDRANT - / SIDEWALK TYPICAL TO liRADE - CvnrZDINATE 20U 7450 15 ?(01. 23 Z43ovi 3+ 210 (08 5+ 87. 91 - WITH TI&ARD WATER 21 1501 9322 5' ' Z44 47' 218 30' 5+8-7,c11 8+ 3Z , 38 RM AISE H F2AME LID —� 8 �, DISTRICT r110' W -- TO DESI&NED URADE MAX -- -�� RA15E STREET LIL(HT TO HEI(,NT Ff�OM TOP OF CONE \ G=RADE SEF_ DETAIL. �}�Z +0 p 3 4(0 43" I I I (0 34. 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NAT CASCO.. " 7�C AsPI_AALT O�/ERLAY ---- AND ARE NOT TO BE REM __DATE i DUCEO IN ANY MANNER�EXCErT ONLY IN TNig AREA . . . . i : { WITH HE WRITTEN- !'ERM(} i i ATE l�ON OF MEI. K T14W'bwNr'.Dtc,T lay . . . ' : : : : : SHEET UPO SEWAGE" eYo - i . . . . . . . . . . . . . . . . ----• _ATE_._._,_- l T SITE DEVELOPMENT BID SET JULY 26, 1985 t �� I ( I I ( OF 4 -7 8 I O I I 1z0.NO 285054 . �y. ... � SOY _._.,. ... _. _ _- �; . ..-.. _...,, .. + .. .., , . ..-....,......,. _....._.. . �I I l l l l l l l l l l l l l l l l l l l t l l l l l l l f l ( ( �I11.1111111111111111111 ,11111111')IIIIIIIIIIIIIIIIIaIIIIIIIIII11t11I1111111111111111III111I111111111I1I1111111111111 � � � ; 8 10 II - NOTE: IF THIS MICROFILMED �" 'Q11'- -`��'--�-�+-•�---2 3 4 5 6 7 9 12 URAWIW, IS LESS CLEAR THAN THIS NOTIQkv,1T IS DUE TO jHE QUALITY OF THE ORIGINAL DRAWING. 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N/ ,- MANHULEg IN COA15YRUCTION � + � �� -6 + Q /-- SEE SHEET '� FOIZ \ ' 5 5 4 2118;4 5�Z 311 Z 5 3. ?,C' -- --------- _- ZONE / P '� ���� 9`_ U/ I f-''1 ' D IZ I V E.WAY K E GrR A D I N4 /(� ---- �I /'r►� \-'- • - �� ` - /Q) b►► PLAN ,,/'���r,-inn-2/ 5 19n 21L., , LJ % 0 \ �, � � _ _ -- X117 1 t __ I1' = 401 A2 F,/& (t�✓,!4 < //'// / / RIM ELEV. I foo.95, i(O„ �, ,� 0'J ' APPP? 8 '!� I€(, I � , �� '» ISSU C �.' z �� 1 / / / M1N - 5. , i Y QF RU) - STA S * Z . 9 L ---.___-\ 5+ / / Q '� � � N D_ ,I.R:.1,. ), i TC2Z C CONSTRUCT STANDARD `�79 / : �. ) 7 "�t_% C�IQY (I� 11 A _ cATc►I �AsIN ~ PLANNING E T. [] \ - Q FDR �QADIhJf� AT THIS AREA 5I- I � 0 �' " %PCRPT;�N$OE�'1': BY __ RATE.�_ Z___� R I M -1 E5 fo ci 1 \ d _ '- / FIELD VERIFY rofhlDI T10N,S Z ! - f` - LE, our Iy i.�ci cD ��� �„ w r •- 3p, S,c x6 \ CITY ENGINEER: BY-_L�DATE u--- - < 1LL cw O 4 / / CON TR T OVE R I -- ' N I s R, 5 u c s z E D `, 1 rr � \� G r-' r- $TA 5 +- 1iZ. 92 CATG:-1 5ASINS - UTILIZE 10 ` \ 8' P.�G.E.CO.: 9Y l�� GAit=Z - n � G��_ CONSTRUCT OvERSILED EXIgTINC.r PIPs �y \ `.J � O b \ - \ CATCH F3ASIN 17 RIM 1 /00. 9 5 + - . / cr w Q 1 U cc RIM 119 O.C4 Z C D � -_ 4CY7�/. TCL CO.: BY DATE Z- 24 cr � O 0 1 i . � I � IE IN / OLIT Ir7c7. B8 - / ( `Iz i T� \ \� / VES TO REMAIN AT r0 IYl� Q' 9 'S `-CONNECT TO E X 13T I N!,r i >TORER CAE3LE CO.: BY_ DP.Tr L Z4 U � O XISTINC� DE PTH-ApUITIONA �/ � g N N / \ \\ 12 STORM VALVE CASINLY TO BE ADDS F- N) � -- ` AS NEEDED TO RA15E TO ` 0 Si IZ � COUCRETE PIPE 1XRADE $F_E DETAIL 3/2 o � i' S2 LF 6 S= 3. 39 Ile TYPICAL. ALL VALVES NW NAT GASCO•: BY ✓ DAT[ 1_ Z•}''� FQ-I \ 455 CY RIP- RAP - . VII /� IV DEEP 3 I i d " - / ! 1 T/��r% DIST: BY-.� OATE Z Q - -- - '- - - - % X, - E5F-(SIN CONSTRUCTION i=�.E�G�STA'`/ } /� 5 44 / - 5TA 5+4 2. 50 L E 6r E � 1 r- N O T E S ' I ti _✓ .AAT ; :+- S. W N IMUS AVE�UE - 8' J� r -� / Q �- - - Z 3_-- _'- / ,T;ZEET L1lrHT ® I. CONTKACTOR TO VERIFY LOCATICN AND ELEVATIONS " (, - --f�'- CABLE T V Box ® OF EXISTIN& STRUCTURES AND UTII-ITIES. NOTIFY cc � -- �� , �/ EXISTINGr MANL-IOLE Q 1 8" W ENG NEER OF ANY D15CREPANCIE5 IMMEDIATELY. `� / BENCHMARK DATA EXISTING CATCH BASIIJ O Z NEw CATCH BASIN • 2. ALL woRr, SHALL CONFORM To THE CITY OF T14ARD � W -1 - -- -- M _ ALL ELEVATIONS IN THIS PACKAGE ARE BASED ON ,ZEW CER p STANDARD DETAILS AND 5PECIFICA- 'ONS. LTJ = OSHD MEAN SEA. LEVEL DATLIM AND ARE TIED INTO WATER VALVE I� ( Iw PRAWIN6rg F�KOVIDED BY "ROBERT E. MEYER CONSULTANTSM FIRE HYDRANT �( �, (,t)DiP_K �,WL A/CT C'M14CA-'C'� c,-v�/t/�,' T1fC I W J FOR KOLL BUSINESS CENTER PNABE ONE, r�ppp��ti' �e� 7r) �PRl je - �9�� W > IL. tr WATER METER © 1650'1-2 LIGHTING .4 LAMPS A. HID Lamps coated color improved type unless otherwise indicated on the Drawings or recommended by the fixture manufacturer, as manufactured by Sylvania, Westinghouse or General Electric. PART 3 EXECUTION 3.1 Install all light fixtures indicated and connect. 3.2 All light fixtures shall be securely fastened to the pole. 3.3 Install lamps in all fixtures . END OF SECTION TIGARD PHASE II - SITE ELECTRICAL 455P03 APPENDIX "A" - Soils Investigation Report i GEOTECHNICAL INVESTIGATION PROPOSED INDUSTRIAL PARK PROGRESS, OREGON THE KOLL COMPANY ��Ep PRpfE�� 6 s \ �OREGO a 12.QB �S DAMES b MOORE 9340-015-04 i Dames & Moore 1220 S W Morrison Street Portland, Oregon 97205 (503)228-7688 TWX.910.464.4790 Cable address.DAMEMORE April 23, 1984 Mackenzie/Saito & Associates, P.C. 0690 S. W. Bancroft Street Portland, OR 97201 Attention: Mr. Robert Poulton Gentlemen: Consultation Re: Earthwork and Grading Phase II Expansion of Business ) ark South of Scholls Ferry Road and West of Southern Pacific RailroeJ Progress, Oregon For the Koll Company In accordance with your request of April 20, this letter summarizes our discussion regarding the scheduling of earthwork for the subject project. This office performed a geotechnical investigation in 1978 for the initial developmenv.. The investigation and subsequent earthwork during construction encountered rredominantly silty soils occurring near the surface. We antici- pate that comparoble soils also occur at the site of the expansion. The silty soils can be utilized for engineered fill; however, the work must be perfomreed during extended periods of warm, dry weather when adequate moisture control of the soils can be maintained. The soils are presently essentially saturated following our normal winter wet season. Drying of the soils by spreading and aeration will probably be required in order to adequately compact the fill materials. Normally, earthwork of this type can begin in late June or July; however, this depends upon the weather. It should be noted -.hat excavations of more than about 2 ft or so will encounter nearly saturated soils even if the work is performed following extended warm, dry weather. For this reason, careful construction procedures must be utilized that minimize subgrace d'.sturbance. Please contact us if you have additional c•uestions. Yours very truly, DAMES & MOORE Dwight J. Hardin, Project Manager DJH:els (2) 9340-015-04 Dames & Moore 1220 5 W Morrison Street Portland,Oregon 97205 (503)228.7688 TWX.910-464.4790 Cable address DAMEMOP.E August 16, 1978 Mackenzie/Saito b Associates, P.C. 0324 S.W. Abernethy Portland, Oregon 97201 Attention: Mr. Rick Saito Gentlemen: Six copies of our report "Geotechnical Investigation, Proposed Industrial Park, Progress, Oregon for The Koll Company", are submitted herewith. Yours very truly, DAMES & MOORE K. C. Robbins, Partner �raen, Terry N Staff Engineer KCR:TNC: III cc: The Koll Company (1) 8253 S.W. Cirrus Drive Beaverton, Oregon 97005 Attn: Mr. Del Zander INTRODUCTION This report presents the results of a soils investigation at the site of a proposed industrial park near Progress, Oregon. The site is located south of Scholls Ferry Road and along the east bank of Fanno Creek. The location of the site, with respect to adjacent roads and surface features, is shown on the Plot Plan, Plate 1 . The purpose of this investigation was to provide general information, conclusions and recommendations regarding site development. To accomplish this purpose, the scope of this investigation has included (a) review of previous investigations by Dames b Moore adjacent to this site, (b) explortion of subsurface conditions by means of 9 auger borings and 8 test pits, (c) evaluation of pertinent physical properties of the soils by means of laboratory testing, (d) recommendations based on engineering analyses and judgement, and (e) preparation of this report summarizing the results of our investigation. PROPOSED DEVELOPMENT Present plans contemplate construction of 18 commercial warehouses or industrial facilities. Buildings will generally be 1 or 2 stories in height with concrete tilt-up walls and slab-on-grade floors, similar to the existing Koll Industrial Center north of Hall Boulevard. We understand that no basements are planned for the buildings. Tentative site grading plans contemplate cuts from higher eleva ions to be utilized to fill lower areas in the flood plain in the southerly and westerly portions of the site. Storage ponds for run-off will be located adjacent to Fanno Creek. -2- SITE CONDITIONS Surface Conditions The surface of the 40 acre site consists of gently sloping ground that ranges from about elevation 100 rear the northeast property corner to about elevation 60 near Fanno Creek.* At the time of this investigation, the surface vegetation on the portion of the site bounded by Scholls Ferry Road, the Southern Pacific Railroad tracks, and the existing fence line was recently mowed grass. The portion of the site near Fanno Creek (west of the existing fence : ine) was overgrown with tall grass and weeds , with denser brush immediately adjacent to Fanno Creek. Despite several weeks of dry weather preceding this investigation, this area was somewhat marshy. A small grove of trees occurs at the extreme south end of the site near an existing farm house and barn. Some loose silty fill has been dumped near the north property line in the approximate area indicated on the plot plan. According to flood plain information published by the Army Corps of Engineers, more than half of the proposed site would become inundated during a 100 year flood (see plot plan) . Subsurface Conditions Subsurface conditions were explored by means of 9 auger borinqs to depths of about 20 ft and 8 test pits to .depths of 10 to 12 ft. A description of the field explorations, together with detailed logs of the borings and test pits, is presented in Appendix A, Field Explorations. Within the proposed building areas, the explorations reveal relatively uniform subsurface conditions. Generally, the naturally occurring soils consist of a 6 to 8 in. mantle of organic topsoil underlain by 5 ft or so of brown silt . This silt All elevations are based on assumed elevation of 100 at the Southern Pacific Railroad crossing on Scholls Ferry Road, northeast of the site. -3- has become desiccated and is relatively stiff due to seasonal cycles of wetting and drying. Below a depth of a�c,ut 5 ft, the soils are alternating layers of medium stiff sandy silts ana medium dense silty sands. Based on available geologic data, basalt bedrocl' probably underlies the site at depths of about 100 ft. Test Pits 5 and 7, lo:atec: outside the proposed buildinj area, encountered soils with more organic material than was present over the remainder of the site. Most significantly, a 6 ft thick layer of organic silt was encountered in Test Pit 7 at a depth of 2'q ft. It is possible that similar- conditions may be encountered in the lower -portion of this site due to deposition during the meandering of Fanno Creek. At the time of this investigation, the groundwater table sloped downward to the south and west generally parallel to, and 7 to 10 ft below, the around surface. Near Fanno Creek, it is anticipated that the groundwater level will be approximately the same as the level at the creek. CONCLUSIONS AND RECOMMENDATIONS General Pertinent physical properties of the various soils encountered were evaluated by means of laborat,-,. v tests Descriptions of tests performed, together with the various test results, are presented in Appendix B, Laboratory Tests. The soil conditions appear to be relatively uniform with the exception of the area near Fanno Creek where no buildinn is planned. The field explorations and laboratory tests reveal that the in-situ silty soils have moderate strength and compressibility characteristics. Buildings of the type contemplated can be supported on conventional spread-type foundations bearing on the undisturbed in-situ silty soils or on properly compacted fill . -4- Site grading operations should be scheduled for dry summer weather, if possible (favorabie weather conditions usually exist from late June through September) . During wet weather, the surface silty soils would tend to soften and become easily disturbed by construction operations, and it would be necessary to overexcavate and install a granular working base for equipment support. Site Preparation and Gradin In proposed building areas and areas to be raved he surface should be stripped to remove vegetation, topsoil and organic mate, ial . Based upon our borings, stripping to a depth of about 6 in. will be required in the central portion of the site. Stripping to a depth of 8 in. to 1 ft will be required in any areas to be developed west of the existing fence line. Deeper stripping will be required near the trees at the south side fo the property to remove all tree roots larger than 1 inch in diameter. `tripped material would not be suitable for engineered fill and should be stockpiled for land- scaping purposes or removed from the site. During dry weather, the resulting exposed surface should be surface rolled with a half-loaded dump truck. Soft or weavy areas encountered during this operation should be overexcavated and replaced with compacted fill . Near Fanno Creek, the ground may remain soft even during dry summer weather due to the high ground water table. As such, it may be necessary to install a granular working blanket to support construction traffic in this area. The existing house and farm buildings at the south c_nd of the site should be removed together with their foundations. Any hasements , wells or septic tanks encountered should be backfilled in accordance with the recommendations in this report. In addition, it is possible that. areas of peat or highly organic soil representing old creek channels may be encountered during construction. Any such deposits located -5- in building areas should be overexcavated and replaced with compacted fill . If large amounts of organic material are encountered, we suggest that we be contacted at that time to recommend remedial procedures. If site grading is conducted during the wet season, additional overexcavation and the installation of a granular working blanket in building and pavement areas would be required. Overexcavation to a minimum depth of 1 ft below scheduled subgrade in building areas and the installation of compacted granular material would be necessary to provide a sjitably firm working base for subsequent constructio:r. Relatively free-draining pit-run rock of 8 in. maximum size and having less than 5 percent of the portion passing the No. 4 sieve passing the No. 200 sieve would be suitable for use as granular fill . A greater thickness of granular fill might be required for haul roads in order to prevent subgrade damage and rutting of the working blanket. When wet, the upper soils at the site are extremely sensitive and are easily softened by conventional stripp.ng and excavation procedures. Scraper and dozer operations have generally proven to be unsatisfactory during the wet season, particularly if cuts deper than 5 ft are contemplated Stripping and excavation are most satisfactorily accomplished using low impact techniques, such as dragline or backhoe (with teeth removed from bucket) working from an advancing pad of granular fill . Soft or weavy areas developed in haul roads or in the wurking blanket should be overexcavated and replaced with compacted granular fill . Except for surface st -ippino, all excavated on-site soils free of organic material would be suitable for engineered fill provided the work is conducted during dry .veather when adequate moisture control can be maintained. On-site soils installed as fill beneath building and pavement areas should be compacted to a dry density equivalent to at least 92 percent of the maximum -6- dry density obtainable by the Modified A.A.S.H.T.O. Method of Compaction (Designation T-180) . Silty fill material should be installed in maximum 8 in. thick lifts and compacted with a sheepsfoot or segmente,' pad roller. A typical compaction curve for the near surface soils is presented in Appendix B. This curve indicates an optimum moisture content for compaction o` 16 to 17 percent; therefore, significant drying of the on-site soils will be required to achieve adequate compaction. During wet weather, the on-site silts would be virtually impossible to compact. Suitable wet weather fill would consist of any relatively well-graded granular soil as deb,ribed previously, .,r relatively clean sand or sand and gravel . Granular fill should be compacted to a dry density equivalent to at least 95 percent of the maximum dry density obtainable by the Modified A.A.S.H.T.O. Method of Compaction. All granular fill should be installed in maximum 10 in. thick lifts and compacted with vibratory compaction equipment. Foundation Support The proposed building can be supported on spread footings that hear on the undisturbed in-situ soils or on engineered fill installed over the undisturbed soils. Spread footings bearing upon undisturbed soiis or engineered fill at a minimum depth of 18 in. below lowest adjacent grade may be designed to impose bearing pressures in accordance with the chart on page 7, Lower bearing pressures may be required to reduce settlements, as discussed in the following section. Continuous wall footings, a minimum 18 in. wide and 18 in. below lowest adjacent grade and bearing on undisturbed natural soils, may be designed for a maximum allowable bearing pressure of 2 ,000 lb/sq ft for the total of dead plus live loads. This bearing pressure may be increased by 1/3 for the total of all loads, dead, live, and wind or seismic. -7- LEAST FOOTING DIMENSION - FT 0 0 2 4 b 8 10 1000 d n� J �- 2000 U Q a 2_ z Ix FOOTINGS ESTABLISHED ON NATURAL w 3000 SILTY SOILS OR ENGINERED FILL m w J m 3 Cl a ¢ 4000 MAX, RECOMMENDED BEARING VALUE 5000 NOTES: (1 ) BEARING CAPACITIES APPLY TO THE TOTAL OF DEAD PLUS LIVE LOADS AND MAY BE INCREASED BY 1/3 FOR THE TOTAL OF ALL LOADS DEAD, LIVE AND W1I4D OR SEISMIC. (2) FOUNDATIONS ESTABLISHED AT MINIMUM DEPTH OF 18 INCHES BELOW LOWEST ADJACENT GRADE. ALLOWABLE BEARING C<,PACITY FOR SPREAD FOOTINGS -8- Settlement Analyses utilizing the soil findings have been performed to estimate settlement of typically loaded spread foundations. Column and wall foundations, established in accordance with the preceding recommendations, are anticipated to undergo settlements of the magnitudes presented on page 9• We estimate that approximately 2/3 of the indicated settlements will occur within 1 month after application of the loads. The remaining settlement will occur slowly over a period of about 3 months. In addition to the above settlements, we estimate that approximately 1/8 in. of areal settlement will occur for every foot of fill installed up to a maximum of 5 ft of fill . If fills in excess of 5 ft thick are desired, they should be individually designed based on the soil conditions at the specific location. 'The majority of this settlement will occur over about a 3 month period so it is recommended that as long as time as possible be scheduled between site filling and buildirg construction. Cut/Fill Slopes During dry weather, excavated slopes in the natural silty soils Would stand nearly vertical for short periods of time; however, we suggest that temporary cut slopes in these soils which do not extend below ground water or deeper than 10 ft below existing grade be limited to a maximum steepness of j horizontal to 1 vertical . Temporary cut slopes in the natural silty soils which extend 10 to 20 ft below present grade should be sloped at a maximum steepness of 1 horizontal to 1 vertical or should be adequately braced. We recommend that permanent fill or cut slopes iii the silty soil be limited to a maximum steepness of 1; horizontal to 1 vertical for slopes less than 10 ft in height and 2 horizontal to 1 vertical for slopes between 10 and 20 ft in height. These recormiendations assume that fill slopes are I -9- REAL COLUMN LOADS IN KIPS 0 0 20 40 60 80 100 --REAL BEARING PRESSURE 1500 PSF N I z - U Z 2500 PSI" - 6 x 6 FOOTING zw ' z E w 1 - -i ►~- 4 x 4 FOOTING w 0 w w I 2 NOTES : (1 ) REAL COLUMN LOADS INCLUDE DEAD LOAD PLUS PERMANENTLY AND/ OR FREQUENTLY APPLIED LIVE LOADS. (2) FOR ALLOWABLE REAL REARING PRESSURE SEE PAGE 7. ESTIMATED SETTLEMENTS FOR REAL COLUMN LOADS i -10- installed and compacted in accordance with the preceding recommendations. Since it is not practical to compact soils on ste,:p slopes, the fill should be compacted in horizontal lifts beyond the design slope and then excavated back to design grade. All slopes in silty soils will be subjected to erosion. It is recommended that slopes be planted with vegetation or provided with suitable erasion protection as soon as possible following construction. Fill soils install?d adjacent to Fanno Creek to prevent flooding and which will be subject to hioh channel flow velocities should be protected by rip rap or adequate pIanti rig. Minimum rip rap recommendations are presented on page 11 . Pavement and Floor Slab Support Following excavation or fill :nq to subgrode level , the resulting surface should be proof rolled using a ; loaded dump truck. Scft or weavy areas encountered should he overexcavated and replaced with compacted fill . Our recommendations for pavement and floor slab design are summarized in the following tabulation. Granular Basel Asphaltic Concrete Course Thickness Thickness Pavement Use1 -'nches- -Inches- Parking - Automobile 6 21 Access and Delivery Routes - 10 3 Automobile, Light Trucks and Occasional Heavy 'trucks Floor Slabs 6 -- 1 . The indicated minimum pay.!ment sections apply to firm subgrade conditions. 2. The granular ba-,e course should consist of comoacted crushed rock of 11 in. maximum size conforming to Section 703 of the Standard Specifications for State_ Highway Construction - Oregon 1974, and having less than 5 peg -ent passing the No. 200 sieve. -11- FILL AVERAGE PARTICLE THICKNESS SLOPE SIZE OF OF RIP RAP RIP RAP LAYER STEEPER THAN S IN 12 IN 4H 1V FLATTER THAN 6 IN OR PLANT 10 IN 4H IV WITH SUITABLE GRASS COVER NOTES: (1 ) RIP RAP FILTER LAYER SHALL CONSIST OF UNWEATHERED ROCK WELL GRADED WITH A MAXIMUM SIZE OF AT LEAST 1 .5 TIMES THE AVERAGE PARTICLE SIZE. (2) RECOMMENDATIONS ASSUME THAT THE FILL IS SILTY SOIL SIMILAR TO EXISTING ON-SITE SOILS. SLOPE PROTECTION ADJACENT TO FANNO CREEK -12- The design recommendations assume the base course will le free- draining with adequate drainage to prevent saturation. This can, in part, be accomplished by sloping the subgrade downward toward the catch basins and providing weep holes in the catch basins at the base course level . If irrigated landscaping areas will be located adjacent to or within pavement areas, it is recommended that these features be designed so that irrigation water enterinr, the base course is minimized. Thic would be accomplished by full depth curbs and impermeable barriers. To prevent damage to automobile parking areas during construction, we suggest that these areas not be used by heavy equipment, dump trucks or concrete trucks, or be used for storage of heavy loads. 1 Inspection Services Variation in sc.il conditions may be encoi rered during construction. In order to permit correlation between soil data shown herein, the a:tual soil conditions encountered during construction, and in order to inspect for conformance with the pians and specifications, it is recommended that a qualified engineer/Inspector be retained to perform intermittent construction inspections. Observations made during these inspections should include: (1) proof rolling of the prepared ground surface and i,istallation of granular working base ( if required) , (2) fill placement procedures and fill density testing, and (3) foundation excavations. -000- APPE14D I X A FIELD EXPLORATIONS Subsurface conditions at the site were explored by means of 9 borings and 8 test pits at the locations indicated on the Plot Plan, Plate 1 . The borings were approximately 5 inches in diameter and were drilled with trailor mounted flight auger equipment. The test pits were excavated by a conventional rubber-tired backhoe and were approximately 2 ft by 8 ft in plan dimensions. The explorations were coordinated by an engineering technician from this Office who maintained a continuous detailed log of materials and conditions encountered in each boring, extracted relatively undisturbed samples at frequent intervals of (+,!pth and recorded various other pertinent site data. Soil samples were extracted with the Dames 6 Moore Type U sampler as illustrated on page A-2 and with a standard penetration test sampler. Graphical representations of the boring logs and test pit logs are shown on Plates A-1 through A-3. The nomenclature used in classifying the soils is defined on Plate A-4, Unified Soil Classification System. A-2 SOIL. SAMPLER TYPE V n DRIVING OR PUSHING ;4 FOR SOILS DIFFICULT TO RETAIN IN SAMPLER MECHANISM COUPLING WATER OUTLETS t NOTCHISPOR �\ ENGAGING FISHING TOOL ) CHECK VALV!S / NEOrRENE GASKET r HEAD 1 VAL VI CAG! NOTlI 'Nl AO lI If Nf10H'CAN l of INTRODUCtOBt"ffN 'NBAD'AND*SPLIT BARREL' ALTERNATE ATTACHMENTS ALIT BARREL fT0_ ACIIJjTA�LiMOVAL OwI CORE•RETAINER - ITI1'U0.BV I'LONG) SPLIT BARREL_—, I_ 1 1 L.CKINO----' CORI-0I7AINING RING DEVICE !IT---_.�_. SPLIT COME-RETAINING FERRULE _ — DEVICE IT TA1Ntn RIND a,,AINER PLAT!% JINTEBCHANGRABLI WITH OTHIP T1►111 i TMIN-WALL EU SAMPLING TUBE -- - (INTIBCNANGI ABL l L IMO TNS) I 1 1 l!l (T N r4 APPENDIX B LABORATORY TESTING Pertinent physical characteristics of the soils encountered in the borings were evaluated by means of laboratory tests. Teits performed included consolidation, direct shear, compaction, and moisture density determinations. Consolidation Twu consolidation tests were performed on representative undisturbed soil samples to provide compressibility data for use in settlement analyses. Samples were tested between porous discs in a fixed ring consolidometer of the type illustrated on page B-3. The sample was loaded to the estimated overbruden pressure and saturates. Conventional load increments were applied at intervals of 24 hours or more. Deflection versus time readings were recorded for significant load increments. Testing was in general accordance with ASTM Standard Method D-4235 "One Dimensional Consolidation Properties of Soils" consolidation data is presented on Plate B-1 . Direct Shear Direct shear tests were performed on selected soil samples to provide information regarding the strength properties of the in-situ soils. The shear test used was the direct double shear type iilustrated on page B-3. Direct shear test data is tabulated below. Peak Shear Ultimate Shear- Boring hearBoring Sample Normal Pressure Strength Strength Number Depth A b/Sq Ft- — -Lb/Sq Ft- -Lb/ScL Ft_-___ 1 2 300 goo 650 1 2 2 ,000 2,100 2 ,030 2 10 1 ,000 1 ,160 1 ,000 2 10 4,000 2,580 2 ,310 3 10 2,500 2,020 1 ,640 4 2 500 1 ,260 780 4 2 3,000 2,280 2 ,160 B-2 Compaction A compaction test was performed on a bulk silt sample from Test Pit 4 to provide preliminary information on the compaction characteristics of the on-site soils. Testing was in accordance with Modified A.A.S.H.T.O. compaction procedure designation T-1$0. Tes' results are presented on Plate B-2. Moisture and Density Moisture and density determinations were performed on all undisturbed soil samples for classification and correlation purposes. Test results are pre,anted to the left of the boring logs. Testinq was in general accordance with ASTM Standard Method D-2216 "Moisture Content Determination of So is". B-3 METHOD OF PERFORMING DIRECT SHEAR AND FRICTION TESTS DIRECT SHEAR TESTS ARE PERFORMED TO DETERMINE -v• THE SHEARING STRENGTHS OF SOILS. FRICTION TESTS ARE PERFORMED TO DETERMINE THE FRICTIONAT RE.- SISTANCES BETWEEN SOILS AND VARIOUS OTHER MATE- RIALS SUCH AS WOOD, STEEL, OR CONCRETE. THE TESTS - ARE PERFORMED IN THE LABORATORY TO SIMULATE ANTICIPATED FIELD CONDITIONS. EACH SAMPLE. IS TESTED WITHIN THREE BRASS RINGS, TWO AND ONE-HALF INCHES IN DIAMETER AND ONE INCH DIRECT SHEAR <.PPARATUS WITH IN LENGTH. UNDISTURBED SAMPLES OF IN-PLACE SOILS ELECTRONIC RECORDER ARE TESTED IN RINGS TAKEN FROM THE SAMPLING (IN SEATTLE OFFICE) DEVICE IN WHICH THE SAMPLES WERE OBTAINED. LOOSE SAMPLES OF SOILS TO BE USED IN CON- STRUCTING EARTH FILLS ARE COMPACTED IN RINGS TO PREDETERMINED CONDITIONS AND TESTED. DIRECT SHEAR TESTS A THREE-INCH LENGTH OF THE SAMPLE IS TESTED IN DIRECT DOUBLE SHEAR. A CONSTANT PRES- SURE, APPROPRIATE TO THE CONDITIONS OF THE PROBLEM FOR WHICH THE TEST IS BEING PER- FORMED, IS APPLIED NORMAL TO THE ENDS OF THE SAMPLE THROUGH POROUS STONES. A SHEARING FAILURE OF THE SAMPLE IS CAUSED BY MOVING THE CENTER RING IN A DIRECTION PERPENDICULAR TO THE AXIS OF THE SAMPLE. TRANSVERSE MOVEMENT OF THE OUTER RINGS IS PREVENTED. THE SHEARING FAILURE MAY BE ACCOMPLISHED BY APPLYING TO THE CENTER RING EITHER A CONSTANT RATE OF LOAD, A CONSTANT RATE OF DEFLECTION, OR INCREMENTS OF LOAD OR DE- FLECTION. IN EACH CASE, THE SHEARING LOAD AND THE DEFLECTIONS IN BOTH THE AXIAL AND TRANSVERSE DIRECTIONS ARE RECORDED AND PLOTTED. THE SHEARING STRENGTH OF THE SOIL U; DETERMINED FROM THE RESULTING LOAD-DEFLECTION CURVES. FRICTION TESTS IN ORDER TO DETERMINE THE FRICTIONAL P ESISTANCE BETWEEN SOIL ANP THE SURFACES OF VARIOUS I MATERIALS, THE CENTER RING OF SOIL W THE DIRF,-T SHEAR TEST 1S REPLACED BY A DISK OF THE N MATERIAL TO BE TESTED. THE TEST IS THEN FERFORMED IN THE SAME MANNER AS THE DIRECT d SHEAR TEST BY FORCING THE DISK OF MATERIAL. FROM THE SOIL SURFACES. oc h on�ars r. mot" r PRE SSM iN LOIS /30 /T 07 2 p4 _ u - - of Z O 0 J 0 W z 0 L) tT 10 _ No e11E SSURE Nr L!S /SO fT 1771 z _ ok _ z i N IM 2 O � J 5 110 0 N � zo ��renutic u 10 - —'-- -- -- - —--- � jY 17 -- ------ -- --- -- --'- - - -_ - ..__.- -- -'-' 14 — SAMPLE MOISTURE DRY DENSITY -PCF- CURVE BORING DEPTH SOIL CONTENT- _ FT- SYMBOL BEFORE TEST O[e0R[ IEfT f. 5� 79 91 CONSOLIDATION TEST DATA 0^"we a moot f AI MOISTURE CONTENT IN PER CENT 140 0 10 20 30 40 50 60 ZE 0 AIR VOIDS CURVES - I � 130 - i a 0 x 0 > 120 w �a: m 110 — LL L U K- SPECIFIC G • :ITY = 270 m 100 - -- - ------ O _J z I m 90 CNI w w SPF CIF T Ck<.VI7Y 2 J-- w } cr 0 130 ----- —_- L _--- -- --- n SOIL SAf,'CY S IL1 LOCATION TEST PIT 4 DEPTH 1 ' =3 ' - OPTIMUM MOISTURE CONTENT 161. m MAXIMUM DRY DENSITY-1.0-9 LBS/CU FT METHOD OF COMPACTION_ MN IF I Ep AACHTO T-19Ol q U w Y V COMPACTION TEST DATA i o�M�• s �woow■ PLATE B-2 INDEX OF DETAILS 1/CD Typical Sidewalk Detail 2/CD Sidewalk at Curb 3/CD Light Pole Base 4/CD Transformer f'ad 4A/CD Transformer Pad 5/CD Extruded Curb 6/CD Catch Basin 7/CD Typical Curb Cut 8/CD Handicapped Stall 9/CD Fire Hydrant 10/CD Manhole 11/CD Manhole Cover I2/CD Rip Rap at Pipe Outfall 13/CD Bomanite Ring 14/CD Bomanite Section 15/CD Extruded Curb at Bomanite Ring 16/CD Catch Basin 17/CD Oversized Catch Basin 17A/CD Catch Basin Grate 18/CD Driveway Apron 19/CD Driveway Apron 20/CD Driveway Apron DIMENSIONS A 4'-0■ D BO-08 A TOOLED s if CROSS PE TOOLED EDGE EDGE C� " I d A' CONC. SLAB WITH CONTROL JOINTS AT II iI ( �I � g '•0■ O.C . SECTION )/1• i ' _p■ C TOOLED FDGE BROOM FINISH • i. TOOLED EDGE -PLAN /e■ . E -p■ CONTROL JOINTS (TOOLED) TYPICAL SIDEWALK DETAIL co NOTES AND INSTRUCTIONS : DIMENSIONS A 4'_ 0" VE.ICIFT" 1 ■ 4' C 6' 6' CONCRETE SIDEWALK Wl CONTROL JOINTS AT 8' -0' TOOLED EDGE O.C . A C 2% CROSS SLOP EXTRUDED CONC . CURB SET IN EPDXY CEMENT C ASPHALT PAVING ,1 r 26 v G 2 bAs E. SIDEWALK AT CURB NOTES AND INSTRUCTIONS LIGHT POLE BASE SCHEDULE TYPE MOLE TYPE ANCHOR BOLT IMENSIONS (Pole furnished by other) A G 'A" 30' POLE (4) I'x36"x4" 60" 2-4" DIA, 'I 11-%' DIA. BOLT CIRCLE 'B` 20' MDlE (4) 3/4'x24'x4' 48` 24�� DIA. 10 DIA. BOLT CIRCLE NC" "- .r .AN (4) S/B"x1O"x4' US 12` DIA. ` VERIFY E.W.A. � OPTIONAL BASE FOR TYPE 'A" i •B' W A P UTILITY VAULT PRE-CAST FOOTING I4CL-LB (TYPE •B') I5CL-l8 (TYPE •A•) DIMENSIONS GROUT SEE SCHEDULE ABOVE 1 " CHAMFER ON /1lL EDGES — 3/4•x10'-0" COPPERwEID FINISH GRAD " -;ROUND ROD ONLY IN BASES OVER 250' FROM OTHER GROUND RODS VERIFY ANCHOR DOLT REQUIR I MENTS WITH POLE SUPPLIER . 1 I "SEE SCHEDULE FOR POLE TYP = 1 I (4 ) No . 4 RE-BARS AY SOD PSI 28 D - STRENGTH CONCRETE RIGID CONDUIT II �- 110. S TIE BAR AROUND ANCP BOLTS AND RE-BARS 24' O . 0 11 B I1 =' LIGHT POLE BASE Gp NO SCALE $t2 CU 6-ARE WIRE GP-OUWD GRID — ROIJND ROD 2 O" BELOW GRADE I A --- --- — -- � (1't!' O'*4 BARS SEE "J FOR 2-4o DRAB.! � � SPACI NG HODS ! F CROWD CONDUITS TO B 011TSIPES OF OPFNfNG i Q Sr-C JO H . CLO - 2 O TAIL FOR z ,ROUND CONNECTION I I GROUND ROD SEI �1 KEEP THIS AREA CLEAR �If PQ 2' BELOW FINISH GRADE M rl „LL DIMENSIONS IN INCHES (Be sure to allow for load growth. ) v1 _ KCA A=B C D E F _ G H J 73-112 66 16 38 10 12 10 44 14 150-2.25 t,6 72 16 42 10 12 10 44 10 300-500 72 72 1 42 12 12 10 44 I P 750-1000 96 I 96 14 46 12. 24 12 51 8 1500 9b 9614 56 14 24 112 1 II 6 2000-2500 108 _96 14 60 14 24 I t2 51 1 6— 111 I. Concrete slob to be 6"thick up to and including 1,600 kre. The 2,000-kva and 2,50:Ore slob to be I!"thick. A 2 For complete specifiations see drawing 19-57-l C) , 3- See 19-57-16 f,r ;:•onduit and excavation details. W 3 PHASE TRANSFORMER PAD SLAC. CONSTRUCTION AND DETAILS D T F, 1) CONSTk STD P.r,.E. CO. STANDARD 19-57-15 „ 2 ABCV& TROWEL SMOOTH TO FLAT b LEVEL SURFACE FINAL GRADE FINt�L GRADE --� SECTION A—A 1Z BELOW FINAL GRADE I i x DEP -- BRING CONDUITS ONE INCH A80VE: TOP OF PAL) 1 E- CAVATION r V �� 1 GRADE ru r 4r Z SECTION B- 8 SAND CUSHION O O SEE NOTE 2 �--- SEE NOTE 2 8 PNI SEC FRONT OF PAD '” �. PLAN VIE�r `CROWI-1 CONDUITS TO -- OUTSIDES OF OPENING REFERENCES: 19-75-01 - For trench construction and details. j o 19-57-10 - For slab construction details i H 1 . Excavate entire area to a depth of 12" below final grade. Install conduits in trench to project 1 '0" beyond final excavation and backfill d to within 4" of final grade with 3/4" minus gravel . Set pad to project ° 2" above final grade. 2. Only one conduit required for primary cable entrance. PGE engineer o designate which side for entrance of primary cable. '0 447 PHASE TRANSFORMER PAD CONDUIT AND EXCAVATION DETAILS < [St L D� T ,, D CONSTR STD P.G.E. CO. STANDARD 1 Sl S'- 16 DIMENSIONS A 4` A B EXTRUDED CONC . CURB SET IN EPDXY CEMENT FINISH GRADE ---\.v IIII� I II 1 ASPHALT PAVING � III _ VIII,, � o • s DdS EXTRUDED CURB 3140 NOTES AND INSTRUCTIONS : DIMENSIONS B 6' C 2 '-0" •1n . D V-6' 2'-4' x 2 ' -4' x 2" GRA' 2' 0 PLUG A� Do 4 -- - D 1/4' 0 HOLES 6` O . G . e C CAULK SOIL PILE 1N70 H USE D. I . PIPE UNTIL 12 BELOW 6RADE �� 2'-0' x 2'-0' DLPTH AS REQUIRED SHEET METAL CATCH BASIN COAT WITH ASPHALT EMULSION INSID AND OUT 6 CATCH BASIN NOTES AND INSTRUCTIONS : I ii DIMENSIONS IA a S' -019 MIM. SLOPED CONCRETE CURB CUT i ° I 60 EXTRUDED CONCRETE - ---- CURB ^lam TYPICAL CU,',B CUT DETAIL _ D 1/2r a 1'-00 t� 6r EITRUDED CONCRCTF CURB BEYONO f . s SLOPED CONCRETE CURB C d - —l� SECTION AT CURB CUT CD 1/2• . 1 .-�r HP.rvi�'G�.F' 2 81- 1 ti,l r.�T E 5 I c��,J<'�+car E.. ,e•� F �„�_ a F- -- A P.1 f� ' 1. HYDRANTS ib HAVE 7140 2y" AND ONE 4S- HS: PowS 2. MINIMU74 MAIN TO HYDRANT PIPE SIZE: IS 6- 3. HYDRANT TO BE MUELLER OR WA.TrROUS OW, (..ILOLQ F2500 C��y FOLLIVING SPECIFICA:I0N.S: ^-1 IEQ-1C..AI,J A. OIL RESERVOIR B. BR0142 ACTUATING NUT C. BRONZ SEAT R7Nr D. WEATHER SHIELD CAP E. SAFETY SLEEVE COUPLING F. THREADED NOZZLES :KITH -0"- RINGS 4. SAFETY CHAINS T,) BE ?VIOVLD 5. HYDRANT TO BE PAINTZD AS INDIC-%TED BEL014 USIIaG THE FOLLOWING PAINT, O'? AN AL:TRNATE tPPQOV=D CY CITY FIRE !4AR;ILAL. A. YELLOW R-1317 SA1'ETY YELLOW B. SILVEZ R-1314 CHROME r• Mwwr 0- ow NMT iw4 ri 1 MOW �1 Aawr I '�►���.` A�aA+ wear /Icor, 1 IIS .e. left w twit mr . �� Y/►r1lt♦ 4w dip �A d' or mop d' Off drAADW RAW AV Rl01 FOR &SM ,.,4e .y!�, !f dtaAlpAllp ItAN AO Q.O foo &we, ••.; OlY SrD MAWAft[ /RAT I Co✓fR Mot,QNvL�E -- 5tx-- DT L . I S/c.D. •�,• �+ a ��, , � CONIC ' Ago 1• •. •*•.. DETA/L � rwftw 1NTERWDIATE PWCASr vNIr BOTTOM PRECAST t/N/r ... - - - - - - - - - - - - I NorE A 0- huge Siome/er of Pipe *VP MiChnesS mo+vfar'Anrrt —� COW OM/A''f *Wes fav 1 Y • �.a.' ► 'N . ► .��. _o+i`/tNAq�11C1:/ KDD/MI • IAwLXr OR Io(/r►tp MANHOLE BASE A4cf •L'y !4•A/4r � r �� w r T 2 V2 3IN NOTE !_.I,�>i--D Pop- �•� TARY DIMENSIONS A ■ VARIES e a 21-0, A C � 11_Q• TOE OF SLOPE U I $NAPE AND SHALE IN CENTER OF RIP RAP A TOE OF SLOPE DRAIN PIPE ' C c� RIP RAR RIP RAP AT PIPE OUTFALL CD 3/90 - 1 .-D« i / p CL.A►J p� �-rr P E � - p►R�K7 � /s.�PH�►.LT / - Pte."/ t IJ L, 0 _a F . pip v M,*•tiI I T E. IZ I�—J �SPHALT Prsvl ►.J [-M TExTu 2 E.� �cM A.►J t T E --- MOO TN G�mMA.i.I tTE A O G © ❑ REVISED Fb IJ gc-> I�J E.rvo-z, G Li-I TE¢_ - Tl co^p..D DRAWN flu -- MACKENZIE/SAITO a ASSOCIATES, P C .OREGONN GATE 0890 SW RAN�ROFT STREET PORTLAND OREGON 97201 (SM)224 9570 JOB NO. �L��� i tl I Le I ti M oasTH --- —?-ExTu Iz.E. OpaP Aw►J ITS i �o"A,PJ 1-7 SUR9-ap61 L7 9w O I`''I r*'.N 17 L SLi�zavu �.Ip r C- O �G�RIAIJ 17E:.. FAV IrJ`,� - - - Pl-P - - -- - ------ - - T H �.Imo-E�.h.J O W ° 14 P.�o r-�I�.�J 17 E.. '1::=) E T I G-i rti.l C� REVISED K c� L P..> LJ`---o I ►-J Eoc--Pft c F,P J r Ems, - T 2 d DRAWN MACKENZIPSAITO&ASSOCIATES, E C ,OREGON %W tiV ROr(_t4GF-t STREP POQ11 ANC: OREGOty 97?01 r503)224 96'G DATE JOB NO. ------- -- SMvc�T�-I F I,•.I �51-I �- -- E:'rATUfZOE-r= GU�ZP� FI►JI�H G.�12�•�E. -- IW IAVH I i � � � I IL C. it - o - - iTI-- P�®r��.ti.l IT E Ii I a a N, E- SE? GvR GE.ME�tiJT n REVISED KCaI-lam blJSlI--IEtab ��►�.1TE.R.�- "(ICS?. 2p DRAWN MACKENZIE/SAITO 6 ASSOCIATES, P C ,OREGON DATE.'1 7 -P5 S 0690 SW BANCROFT STREET PORTLANC CNREGON 9720, (503;2249570 JOB NO. 2 -8 16 BARS - 2" 0.C. WROUGIr' IRON OR WELDED FT:AME AND GRATE-SEE ® DETAIL I _I I+� BARS-1/2'x -� 2 s4 edge __-• .-- -- i flat bora `�- A j A 11 I � - 2!-9-7/8" 'ZITTER UNE I I 2'-B-I/2"--•-� MAX. PIPE -- SIZE 18" G 9 (2)-2-0e.2-1/f'x 3/8'x4 N PLAN VIEW T I I 3/4" 5/v,x S'BOLT 2 ea. end�S SECTION C-C ------ - 4-V2'--a NORMAL PVMT SLOPE % I e , Z 4 xd' DRAIN x In TILE.—WEEP —�I ul 0- III �I �U DRAIN AT u_ A ia( SUB-GRADE ,I - o ---- 21 x/41 ❑ ,--,;ECTI ON A•A SECTION 8•D E] REVISE G D I.- fbU S I►-�I E."��► G E:�47E-12- TI cA^.WLCL _ DRAWN �G-T--- r MACKENZIE/SAITO R ASSOCIATES, P C ,OREGON 2 . DATE L 0690 SW BANCROFT STREET PORTLAND OREGON 97201 (503)22-1 9570 X108 NO.Z��� S4 N l! C, DD KJ07E'L ACE FILL_ WITHIN DRIP LINE VERIFY L - WITH A/E 1 18'(Iv11N) 'SOI 30d R/W - -- ( ALT I TOP 2 W/50WMONITE SURFACE GI 221 Z' (�' Z Z' ZI ALT. 2 : STD. CONCRETE W/WIRE SICU31ol FIN19H 11 \� --- PR2OVIDE (MIN) - Z CLAS1g Cn A.G. 11 4 8141 11 � I DESIGN (,TRADE -----� TOoSDIL / / I �— STD CURPS GI PINI$N PUF3LIC STFZEt"r _-- MSN 4q ,1 PE51b),, L RADE PKIVATE DRIVE AREA k !0 CROWN I to" cIZOW1.l EXPOSURE — - z �� ``�-- ---_. Ir0---O Z Z•"l R E PL.A C E •Q L L_ LANDSCAPE •Nff cc •o. o• --� — I a W MATEKIALg AND IRRI6sATl0NJ f \ IN KIND - REPLACE ALL LANDSCAPE II tlt MATERIALS AND IRQI&ATION 2 CLASS 5 A-C• 11 11 11 � a _ 4 �4 -�O LSA COORDINATE WITH SITE ►U IN KIND - OQIGEINAL PLANS 211 10 11 CRUSHED ROCK_ U AVAILABLE UPODEVELOPMENT [�RAwIN��S ►J RE0UE9T- �� COORDINATE WITH OWNER 10j1 I �Z11-O'ICRUSNED KOGK _ COMPAGTEp 3UbGERADE W 10j1 I x211 -0'I BASE R,DC V_ w ouj I1 � - � � U .. `t �' SLOPE TOE OF FILL J .I 11 ,1 °i "L CLASS "5" ASPHALT COUCI`ETE• STRENU'rH rZEQUIREMENTS : 1 v ® z TO GRAIN _ _ n REMOVE ALL PXN(,r ISTICURt3s &YFP) - 21 CLASS 115 ASP'-IALT Z A COMPRESSIVE 571ZEN!0TH 4000 PS I. ffl Z8 DA7J a: w 13. FLEXURAL BEAM STIZENG�-H 1000 PSI LV 28 UAYS � Q ' i TYPICAL ROAD SECTIQN 2 ACCENT STRIP SECTION U a morn U ? zN �c NOT OT TO SCALE Z 1JOT TO SCALE � o a In > W z J W '- U (1) W � O w z "No0 •m J REATTACH EXISTIN& CENTOZSCON 0 POLES LUMINAIRES DOUBLE NUT OR LOCK ' PQOPOSED ,JUT WITH SINbL.E NUT CORADE 1 4j1 MIN. BROOKS 40 STf�EET NEW SIDEWALK /�'�1.' R ' laRADE - 1 LI(,�NT .JUNCTION sox , vc,7H av J. x ° V411 STEEL COLLAR 1/4j1 — N 4 IP45TALL THREAD COUPLE6ZS-� i o . 41 - - �I _ �I _ kk '"- ,7CLEAR PROM CASIN6q I.P. ^- Y &ALV, THREAD STOCK TO ��, �. , , ' t�1FGE � NEN! C�ADE ZIP (nALV NIZ Ed STEEL. - .! ° - ••--_ . _ _- _-- INSTALL NC'.V RIGi-1 C I. �- ROD W`211 OPER:ATINLq °' a EXISTIN4 SIDEWALK JULY .ZG 1985 7 VALVE C�,51Nc�ES AS NUT AT TOP4 2" FEMALE ' ' GRADE • IZEQ'D. TO PROPOSED AT BOTTOM — — — ��LLL -- GRADG . -. --+ cY ° e • _ o. _. DRAWN &Y: 6v II 1..� WE R -- -- — — _ Ij I PROVIDE NEW SCN 40 ° CHECKED BY: PVC. C-OAIDUITS TO MATCH e EXISTINGK , REVISE AS RE1 O C� DRIVEW4YS D.G.L. RH.P " TO MATCH CITY OF TIyARD I EXISTSNI* L;RA %DE I I II II I . v _ COMMERCIAL DRIVEWAY SFE -- yl----- - --- I 1 _.._._._ II II �I •, ---- DETAIL REVISIONS: 1 UTILIZE HROOKS 130A ONLY IF \ 18 19 II 11 E XI STIN4 RICH 'C. I. VALVE I I I II Ij „ 3 11 11 II �- 11 ExISTIN4 WIRE IS NOT OF SUFFICIENT 4 4 -O CRUSHED ROCK Cp CD II I IZ LENG'TN TO ALLOW SPLICE IN RELOCATED � I II I� piREAK OUT EXISTING POLE �..._ HAJAD"OLE._ IF A f3ROOK:S BOA OIR A TYPE SIC" CURB BASE COLLAR C-P SIPEWALK I -4ANpl­-+0LE SPLICE IS NOT P0S13113LF_ PULL 9EU2 E AF3VE F-0STRTRNRR UCUAL OTE ' MATCH CONSTUCTION�CONTOL �I s II II L7RADE I II I NEW NVI21NG�r TIa12000TH EXISTING• CONDUIT SECTION JOINTS BETWEEN CURES 4 ACCENT U U EXISTINGr BUTTERFLY AS IZEQUIRED TO AVOID AN INACCESSIBLE Z S ; RIP OR 4ATE VALVE EXiSTINCw POLE BASE �-- L J Printed , TN[el- ONAWINO! ARE tN[ EX1:3TIIJGE PVC. CONDUIT INEWRIPRO WRING or 1rACNENt1[ `N 0, IN[[111N0 INC011,0 OF EO [Q ANO ARE NOT 70 DE TIE 110" OUC[O IN ANY MANNEA.EAC[/7 zo EX STIN4 FEB 241986 WITHTN[ TIAI♦rEN [RMI► /ION 01 Vl1. MACKENZIE ENGINEERING SHEET VALVE CASING DETAIL 4 LIGHT POLE BASE & CONDUIT DETAIL 5 ACCENT STRIP & SIDEWALK SECTION ,Z. NOT TO SCALE � NO-1 TO SCALE 9 NOT TO `?�-AL-E OPV PERMITN0 . 1 30--86 �+ DEVELOPMENT ------ OF 4 ITE DE MENT SID SET JULY 26; 1985 jos Na-: -- r 288054 •why � _ . -.. ,. •;_... .. •. ._,+yeE NOW.'"*fe*'1 ''fie:--- I11�`11111111 1111111 Ilt ' I1 Till II IIIIIIr_i�t rlll 1 'f�l 1 1 III 1111 111j1111111�r11 1111111 1111111 1 11111 1�I�1lI 11111 1 1111111 1111111 1111111 1111111 F111111w___ ,.,,. ,+..... „) ! t I I I � I 1 � 1 I 'I NOTE: IF THIS M ICROF I LME D �- "� 1 2 3 4 5 6 —7 8 9 10 I I 12 _ DRAWING IS LESS CLEAR THAN -- I I S THIS NOTICSe—IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ------ -- — ' OE 62 9? L2 9? SZ 1Z Ei ZZ IZ OIIZ 61 131 L I 91 GI b I E I 21 11 01 6 9 L 9 S r E 2 1 1011111111111111111111111 loll MARCH 30 19 92 � � - � ... . . r..". IMA.. ,. , -•_ , i4h tR+'1 e• >)- r.Fl .�ryr� i MATCH TO EXIST PAVEMENT L. I'CE-MOVE CATCH 8 TC G CURB DROP P L U:x PIPES ,� •--"'**► >z< g 3o Class uCli ASPHALTIC b t3REAK ASPHALT AS REQ E4 { /____TC 160Z. V(o CONCRETE. 0%'EI2. 8" 60ZADE TO DIZAIN TO EXIST ' �� I �Z MINUS C.2US1-IED tZOGK -- -J LL CATCH 13A51N FEATHER NEW C�D - MATCH TO EXISTIN!x rr ASF'HALl- T0,1VIATCH EXIST -- CONTOURB TC 4t CURB DROP 16o 1,a 5 PAVEMELIT -_ .--__/ I l3RE.AK UP ASPHALT AND ` EkIST. r_ -- I' I I RESURFACE TO DRAIN TO-�� Kh E�XISTINL� r ti IZIM I411 . 9 RIM I400.1r7 -- - r CATCH BASIN ,RIMvl�2. SSEE ON SITE PLANS I I I L .�' T C It, 3" CLASS "C" ASPHALTIC CONCRETE OVER 8 CURB DROP 110 Z.02 I I/2 MINUS CRUSHED KOC-F+. 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CATCH E:LEVATIONINIIoo, �5 NEW IM Q J TC. I (0 2 . 2 to 0_ t-" TC �—I !o 1 . 7 2 W----- � � > W \_TC I (oZ. I I I Q 3 D rC Ito 1.78 _i _TC I (oI.97 cc Z SEE DETAIL 2/2lij W Q TC I co 1_B 4 P R C FOR ACC EDIT STRIP z Q LJ W c U cc I CUL DE SAC / DRIVEWAY DETAIL Z DRIVEWAY DETAIL 3 " I = 2-0,-0, 3 III _ Zo'-o" LLJ 06 Z Z U (f) I Q D c/) M (1) W J 0 J J O Y U ,_0 Vp R,) ' - G,"- 17-� ROGK RIP- RAP w to DATE 3 Y JULY 2-&) 1985 w DRAWN BY: / U R. '3oETTCHE2 — CHECKED till/: D.6r.L. R.H. P z I O I J ------_ - - REVISIONS EXISTING GROUND \ I - THE1p 00AWIN O1 AME THE PROP[11TY OF MACK[Hill p4' w \ rNV[AINO INCORrOAATED p�EQ A'iO ARE NOT TO •E RE 110- \ / DUCIO IN NOT IAANH:0,EIICEpT 11TH SHE WRITTEN ♦EAMIS. VvOw MEI -SHEET anted 84 198 EIv��� Nc Nc '..� TYPICAL RIP--RAP DETAIL MACKtiv.Gl'IWEER/NG EKC EXC NOT TO SCALE NCO RPORATEO 71515 TRS _ --OF -4 - SITE DEVELOPMENT DID SET JULY 26, 1985 jos NO: 285054 . 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I` 12 DRAWING IS LESS CLEAR THAN THIS NOTICE; 'IT IS DUE TO _THE QUALITY OF THE ORIGINAL DRAW]NG, pE ez LZ 9Z Sz *2 cZ 7.Z IZ OIZ 61 el LI 91 SI t►I EI ZI 11 01 6 1' 9 L 9 S1--..r h E e (alra�w 1�!111111l1111{Ittllunlnulttnittulut1�1111�1I11Ittll�ltltltntluu{ualtu�;�ulHlr{Nt1,11N111lIIHIIIIIIIIII�IIIIIIIIIttIN11I1NIIIIIlIM�1l�llritlll!�IIIIIIIIIUIIIIIIIIIIIIIIIIIIIlI1111I1111{III�yl1el11IuUIIIIlI1111I1111I1111{1WWBNWIIIU>t1111111l1I11lIIIIIJI1111�W{11) MARCH 301992 OVERSIZE FRAME AND GRATE SEE DETAIL 11 / CURB r 1 JLLL 24" MAX. PIPE -� '-36- MAX. PIPE PLAN VIEW 4"x 12" LONG ABS WEEP DRAIN AT SUB ' GRADE NOkMAL PYWT SLOPE O _ O 1 ' =.III is� uw 111 t- t till C t . ' Q • 7 t _71- ,• w ILL- > 0 LAI; a a ELEVATION END SECTION L I ^ I REVISED -L LO( G�?GIS Pa�'��al►�.1� (`p L L �IJ�a I N E�stm G�1�'1�2- 'r I�p�'►.R-C� DRAWN MACKENZIE/SAITO&Ar_'_^ r_!ATES, P C ,OREGON I 06% S W BAN-ROI-' STREE DATE. PORTLAND OREGON 97201 (500.;224 95 ;; I JOB WO. Z8 54, S4 _3' 3-3/4" �! 20 BARS 2" OC -___-_ 1 20 BARS 1/2" ■ 2" SO. EDGE FLAT _ BARS a� N N V2". 2" SO. EDGE FLAT BAa --� GRATE 3 S" 3' 4-1/4' 2-112 . 2.1/2' . 3/9" tJ a T__ _N -N 3/4.. —�-+ 3/4., 1 I � O W -- O Q i 3" BOLT 2 EA END Ll -FRAME Ll REVISED G D _-�-- - DRAWN GZc-T MACKENZIE/SAITO&ASSOCIATES. P C .OREGON 0890 Sw BANCPOr SCREE? PORTLAND OREGON 9720+ 15031 224-9570 DATE �---�— JOB NO. L H,►•L7' oR l vI- Q- -0 � co F p fZ I v E W^Y r� d 0 `� 5EII- DET i L 13/G Z E Q LJ A.lr Q LI ,�•L -r=E-E SITE FoR. �I M E�5 I o►J PIZ v F I L. L E L&V^7 i o w-J GIJRPP� EYp�C� /'SPZ. o� S LoP� � 2°1 -- --- - - - - c 444 a Q C aPiz a�-j 6.)2tuE„WAu:Y a El cl REVISED K�L.L. �US1�I<,�SS G�uTE.2 - TI (srAQp ULIF!, DRAWNMACK.ENZIE/SAITO&ASSOCIATES, P.0 ,OREGONDATEJCfa% Sw BANCROFT STREET PORTLAND OREGON 07201 (503) 224.95'0 JOB NO. 2.PSS ca cZs}. L AS PHAt T DEI I vE�- o f C:;o Z I v E W,01-Y 2 ul _ ~� o' e o M AN ME. 21 rJ ce Z Via' E-a7 IJ A L. E:GZ IJ A L- ErE SITE P l..A•►J F=9- cp I r-1 E. 5 1 o r.J ——-� P� A�-j PIP-c=�F I L f✓L��/.�T I v til GJ IZ E-Yo r-j C-1 j ^PfZ v P E- I /e boM�. 117E - - _ _-- --- <:• . Q G-Gp tJ L r-21A. �Z P-j D 2 i v E.►.��Y a 4 (j REVISED ky=(_� P�USI�Ess Gt<UTf�2. - ?I �A.QD DRAWN4L-7 MACKENZIE/SAITO&ASSOCIATES,P.C.,OREGON j DATE OW SW BANCROFT STREET PORTLAND OREGON 97201 (503I 224.9570 JOB NO, 285 4F G14- f•S PH�.L.T v(L I v1- 2 E_G_7 LJ A. L E:.cz U A _ SINE SITE PL A-,IZj FoR. IrlI-4SI 'D 0.1 PFS o F I L E. G�RP� � r;YorJO -- APfZnti.J SL.cP� �. 2°f % As=TQ, E. E---r _-- - -- - --- _=------ �. Q GOrJG. App i,-j drZI a G G� REVISED L. (?::-USIt-JESS L_E� TE.2 - T DRAWN MACKENZIE/SAITO&ASSOCIATES. P C , OREGON DATE 0696 SW BANCROFT STREET PORTIANC OREGON 97201 (503)224 9570 JOB NO. _. �4- w , CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR 2•-85 APPLICATION: Request by Koll Company for Site Development Review approval to allow the development of a 22,770 square foot. industrial/commercial building and related facilities on property zoned I-P (Industrial Park) and located on the southwest corner of SW Scholls Ferry Road :and Nimbus Ave. (WCTM 1S]. 34AA, Tax Lot 1900 and 2000). 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 on which the Director based his decision are as noted below. A. FINDING OF FACT 1 . Background The Koll Business Center has been partially developed as the result of several City approvals (7.0 23-78, 7.0 26-78, CU 33-78, and SDR 8-80). Twelve buildings have been constructed within Phase I of the project . Plans were approved for construction on the ubject site, but nothing materialized. On 1984, a Sensitive Lands approval (SL 5-84) was granted to allow some regrading within the 100 year flood plain of Fanno Creek. The area covered by this approval included the subject site. S:te Development Review approval was also granted 1 1984 (SDR 18-84) f• - Phase II of the project near the southeastern end of Nimbus Avenue. 2. Vicinity Information Phase 1 of Koll Business Center is on the east side of Nimbus Avenue and a separate tract intended for greenway purposes lies to the south and west between the subject property and Fanno Creek. Residences within Englewood Subdivision are south of the creek. 3. Site Information and Propcsal Description The property Is presently ende-eloped and the applicant proposes to construct a 22,770 square foot business/retail center. The building will range from 18 to 40 feet in height . Primary access Is to be provided via Nimbus Avenue with a secondary driveway on Scholls Ferry Road. A future building site of approximately 3,000 square feet is shown adjacent to the Scholls Ferry/Nimbus Intersection. NO'IICF: OF DECISION - SDR 2-85 - PAGE 1 4. Agency and NPO Comments The Engineering Division indicates that this development will be responsible for completing the remaining half street improvements along Nimbus Avenue. The development must comply with the conditions of approval for last year's Sensitive Lands approval (SL 5-84). The State Highway Division indicates that direct access to Scholls Ferry Road will not be allowed. When the Division acquired the right-of-way along this frontage between Fanno Creek and the Southern Pacific Railroad, access was restricted to the Nimbus Avenue intersection. The Building Inspection Office and Washington County Fire District No. 1 have no objection to the request. The District ha.s discussed methods of fire protection with the applic-ant 's architect. Written comments have not been received from NPO 2 and NPO # 7 has expressed concern relating to the location of the building the flood plain. B. ANALYSIS AND CONCLUSION The proposal is basically consistent with the applicable provisions of the Community Development Code. However, several aspects of the development that warrant further discussion are noted below: 1 . Street Access Because of the refusal of the Highway Division to allow direct access to Scholls Ferry Road, the site plan must be revised accordinvly. The Code only requires one driveway access for a project of this size. 2. narking The Code permits the area behind a wheel stop for a parking space to contain low landscaping m,terial. However, if this area is landscaped, it may not be used to satisfy any landscaping requirements since it functions as a portion of the parking space. The Code required that all landscaped areas within and on the perimeter of parking lots must be a minimum of three feet in width. After the parking space dimensions are accounted for, several landscaped areas do not meet the three foot standard. NOTICE OF DECISION - SDR 2-85 - PACE 2 3. Landscaping Because all of the surrounding r.arcels are also zoned I-P, there are no specific buffering standards which apply to the periphery of the project. However, se,,tion 18.J20.180(4) of the Code requires that screening he installed as necessary between different types of land uses. The back of the building will fp^_e Fauno Creek and the residences to the south and it will vary in height between 18 and 40 feet . The landscaping plan indicates the placement of English Ivy and four Douglas fir trees a _ong the 382 foot length of the building. The landscaping plan should be amended to pr.—Ide additions buffering along the rear of the structure. 4. Fanno Creek Fluod Plain The building location includes a small amount of lane: which is presently within the 100 year flood plain of Fanno Creek. The Sensitive rinds approval (SL 5-84) nited above, allowad for regrading work to be done along the nort' eastern edge of the flood plain. This modification will fill some areas and excavate others In a mariner that will not cause the flood elevation to rise. The City Code provides that after the regrading is completed as approved, all land above the 100 year flood plain elevation can be developed in accordance with the applicable zone. The applicant intends to regrade the property as approved by the City and after this work is completed , the entire building site will_ be above the 100 year flood plain. C. DECISION The Planning Director approves SDR 2-85 subject to the following conditions: 1 . UNLESS OTHERWISE NOTED, ALI, CONDITIONS SHALL BE MET PRIOR TO ISSUANCE OF BUILDING PERMITS. 2. Standard improvements including concrete sidewalks, wheelchair ramp, streetlight , driveway aprons, sign and utility relocation shall be completed along the SW Nimbus Avenue frontage. Said Improvements along SW Nimbus Avenue shall be built to City standards and conform to the alignment of existing adjacent Improvements. 3. Four (4) sets of plan-profile puilic improvement construction plans and one (1) itemized construction cost estimate, stamped by a Registered Professional Civil Engineer, detailing all proposed public improvements shall be submitted to 'the Engineering Section for approval . NOTICE OF DECISION - SUR 2-85 - PAGE 3 4. Construction proposed public improvement shall not commence until after the Engineering Section has issued approved public Improvement plans. The Section will require posting of a 100% Performance Bond, the payment of a permit fee and a streetlight fee. Also, the execution of a street opening permit shall occur prior to, or concurrently with the issuance of approved public improvement plans. SEE THE ENCLOSED HAND GIVING MORE SPECIFIC INFORMATION REGARDING FEE SCHEDULES, BONDING AND AGREEMENTS. 5. A revised site plan shall be submitted for Planning Director approval with the following changes: a. The driveway on Scholls Ferry Road shall be eliminated. b. All landscaped areas in front of parking spaces shall be a minimum of 3 feet in width, excluding any landscaped areas designated for parking. C. The bicycle rack shown in front of e building shall contain a minimum of 5 spaces. The bicycle rack design shall be submitted for approval. G. A revised landscaping plan shall be submitted for Planning Director approval which incorporates additional buffering along the rear of the building. It is recommended that the applicant discuss this requirement with Keith Liden prior to submission of the revised plan. 7. Landscaping improvements shown on the approved plan shall be installed prior to occupa,,cj. 8. All conditions of Sensitive Lands approval SL 5-84 shall be met. 9. Development of the "future pad site" shown on the site plan will require a separate Site Development Review approval. 10. This approval is valid if exercised within one year of the final decision date noted telow. 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 NOTICE OF DECISION - SDR 2-85 - PAGE 4 2. Final Decision: THE DECISION SHALL BE FINAL. ON April 1, 1985. UNLESS AN APPEAL IS FILED. 3. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must he filed with the CITY RECORDER within 10 days after notice is given and sent . The deadline for filing of an appeal is 5:00 P.M. April 1, 1985 4. Questions: If you have any questions, please call the City of Tigard Planning Department, Tigard Cit, Hall , 12755 SW Asti, PO Box 23397, Tigard, Oregon 97223, 639-4171. 10 rolo$W4 3-22-85 William A. Monahan, Director of Planning 6 Development DATE APPROVED (KSL:dmj/1119P) r / V NOTICE OF DECISrON - SDR 2-85 - PACE 5 R CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: November 26, 1984 AGENDA ITEM 0: DATE SUBMITTED: November 16, 1984 PREVIOUS ACTION: Council Acceptance ISSUE/AGENDA TITLC: Acceptance of of Koll Business Appeal _ Sub Lease for Koll Business Center PREPARED BY: William A. Monahan Sensitive Lands Permit SL 5-84 REQUESTED BY: William A, Monahan DEPARTMENT HEAD OK: y - CITY ADMINISTRATOR: _ INFORMATION SUMMARY The City Council. on August 27, held a hearing on the appeal of SL 5-84 for Koll Business Center. The Council approved the request by Koll to allow a sublease for land in the floodplain instead of dedication. The sublease has been executed by Koll. The Council should by motion authorize Mayor Cook to sign the sublease on behalf of thr City. ALTERNATIVES CONSIDERED SUGGESTED ACTION Council should authorize Mayor Cook to execute the sublease with Koll . (0801P) CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR 18-84 APPLICATION: Request by William, Constance, Chester and Evelyn Robinson for Site Development Review approval of Phase II of Koll Business Center on property zoned I-P (Industrial Park) and located on S.W. Nimbus Ave. , Tigard (Wash. Co. Tax Map ISI 34AD, Tax Lot 6200) . 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 on which the Director based his decision are as noted below. A. FINDING OF FACT 1. Background The Koll Business Center is partially developed as a result of several previous City approvals (ZC 23-78, ZC 26-78, CU 33-78, and SDR 8-80). Twelve buildings have beer constructed within Phase I of the development. Sensitive Lands SL 5-84 was .approved on August 10, 1984, subject to the following conditions: a. Seven (7) sets of plan-profile public improvements 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. b. Construction of proposed public improvements shall not commence until after the Engineering Division has issued approved public improvements plans (.he 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 he issuance of approve public improvement plans. C. In a::dition, the application shall submit an engineering plan showing flood flow and flood storage, which meets the requirements of the City of Tigard engineer. d. The applicant shall execute a sublease naming the City of Tigard as sub-lessee of that land remaining undeveloped in the 100 year flood plain. NOTICE OF DECISION - SUR 18-84 - PAGE 1 e. A joint application to the Division of State Land and the US Army Corps of Engineers shall be approved if required. f. This approval shall be valid for a period of one year from the final approval date. 2. Vicinity Information Phase I of the Koll Business Center is immediately north of Phase II which is proposed In this application. The Southern Pacific Railroad tracks run along the eastern property line and undeveloped land, also zoned I-P lies to the south. The Fanno Creek 100 year flood plain is .immediately west of the project and single family residences zoned R-4.5 (Residential., 4.5 units/acre) are situated on the opposite side of the creek. 3. Site Information and Proposal Description The portion of the property involved in this project is undeveloped. The applicant intends to utilize the area above the 100 year flood plain to construct four industrial/office buildings with a total gross floor area of 104,825 square feet. Three buildings will be one story structures and one will have two stories. Parking areas generally surround the buildings and the loading areas are located between buildings or along the eastern property line. Nimbus Avenue ends with a cul-de-sac at the northwest corner of W.s project. AcceE3 will be provided by private driveways originating from the cul-de-sac. A future third phase is indicated further south and presumably the private drives will afford ac,:ess to this development as well. 4. Agency and NPO Comments The Engineering rivision has the following comments: a. A street opening permit will be required for the new driveways Inti, Nimbus Avenue. b. One of the three proposed driveways onto the cul-de-sac should be eliminated to reduce the potential for traffic conflicts. C. On site utility systems should be privately maintained except for the new sewer line which runs east-west on the south side of Building P. d. Joint use agreement will be +iecensary for sanitary sewer and storm water lines as well as the parking areas shared by t'ha^e I and II. NOTICE OF DECISION - SDR 18-84 - PAGE 2 e. All catch basins shall have sumps in the bottom and shall be maintained on a routine basis. f. Sidewalks Floould be provided along the cul-de-sac consistent with Ci-y standards. Washington County Fire District No. 1 has no objection to the request. The District did have a number of comments related to requirements for fire fighting water supply and emergency exists. A copy of the comments was forwarded to the applicant. The Building Inspection Office has no objection. NPO N 2 has not responded to the proposal. B. ANALYSIS AND CONCLUSION The proposal- isconsistent with the provisions of the I-P zone, the conditiohs of approval for SL 5-84, and the relevant Code requirements Including landscaping, access, and visual clearance. The only necessary revisions relate to narking requirements. The site plan indicates that 339 standard and 10 handicapped parking spaces will be provided. The floor plans suggest that approximately one third of the floor space will be used for office space and the remaining will be devoted to warehousir.¢ or industrial use. Based upon this assumption, 170 parking spaces would be required. - 14- 0-4mem'"CEL- automobile spaces. Based upon the estimate of 1.70 required spaces, 12 bicycle parking spaces will be necessary. rig ally, the parking spaces often do no, provide easy access (especially for, handicapped 'per§o") to the sidewalks leading to building entrances. Spaces of at least'' 3 feet in width should be established between parking stalls directly in front of the coresponding sidewalks. Curb cuts should also be provided to allow for wheel chair access. C. DECISION The Planning Director approves SDR 18-84 subject to the following conditions: 1. UNLESS OTHERWISE NOTED, ALL CONDITIONS SHALL BE MET PRIOR TO ISSUANCE OF BUILDING PERMITS. 2. Standard half-street improvements including sidewalks, curbs, street lights, and driveway aprons shall be provided along the Nimbus Avenue frontage prior to occupancy. NOTICE OF DECISION - SDR 18-84 - PAGE 3 3. Seven (7) set of. plan profile public improvement construction plans and ove (1) itemized construction cost estimate, r;tamped by a registered civil engineer, detailing all proposed public improvements shill be submitted tr the City's Engineering Division for approval. 4. Construction of proposed public improvements &hall not commence until after the Engineering Division has issued approved public Improvement plans (the Division will require hosting of a 100% performance bond), the payment of a permit fee and a sign installation/streetlight depoist. 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. S. Joint use and maintenance agreements shall be recorded for all common driveways, parking areas, and utility lines and copies of the recorded document(s) shall be submitted to the Planning Director. 6. The new 8 inch sewer line and stub out running north from the existing manhole to the proposed manhole south of Building R shall be publicly maintained. All other utility lines shall be privately maintained. 7. All catch basins shall nave sumps in the bottom and shall be maintained on a routine basis. R. A revised site plan shall be submitted for Planning Director approval with the following changes: �. a. At least 128 of the parking spaces shall be expanded to 18 feet in length. h. The parking area shall provide a minimum of 3 feet between parking stalls to allow pedestrian access to the sidewalks. Ramps or curb cuts shall be provided with the sidewalks to allow handicapped access. C. The location of a minimum o: 12 bicycle rack spaces. Bicycle rack design shall also be submitted for approval. 9. Landscaping improvements shown on the approved plan shall be installed prior to occupancy of any of the buildings. 10. The conditions of SL 5-84 shall remain in affect. 11 . This approval is valid if exercised within one year of the final decision date noted below. !l. PROCEDURE I. Notice: Notice was published in the newspaper, posted at City Hall and mailed to: NOTICE OF DECISION - SDR 18-84 -- PAGE 4 The applicant & owners X Owners of record within the required distance The affected Neighborhood Planning Organization Affected governmental agencies 2. Final Decision: (/ �- 1 7 THE DECISION SHALL BE FINAL ON UNLESS IN APPEAL_ IS FILED. 3. Peal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must be filed with the CITY RECORDER within 10 days after notice is given and sent. The deadline for filing of an appeal is 4:30 P.M. �_�{ _• 4. Questions_: Ii you have any questions, please call the City of Tigard Planning Department, Tigard City Hall, 12755 SW Ash, PO Box 23397, Tigard, Oregon 97223, 639-4171. -�///. / ✓ /T� �j WiilSlia�m A. Monahan, Director of Planning b Development ATE APPROV D (KSL:0596Pdmj) 1 �' SU♦�T \ \� 1 - 2 I 26 4 3S -� NOTICE OF DECISION SDR 18-84 - PAGE 5 A MCITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: _ August 27, 1984 AGENDA ITEM N: DATE SU8MIITED: _ y_quu_st 24, 1984 _ PREVIOUS AC'r ON: Appeal Hearing ISSUE/AGENDA TITLE: Admit Koll on August 20, 1984 Sensitive„Lands Appeal Findings REQUESTED BY: Resolution No. 81-61 Y� DEPARTMENT HEAD OK: _.. A CITY ADMINISTRATOR: INFORMATION SUMMARY On August 20, 1984, the Council conducted a hearing on the appeal of both The Koll Company's and NPO N 7 on SL 5-84. The Council accepted The Koll Company appeal and modified condition number four. A resolution is attached which contains the Council Findings. The new condition replacing N 4 Calls for a sublease naming the City as sub-lessee of the land which remains undeveloped in the 100 year floodplain. Staff has discussed the sublease with the Attorney for the Koll Company. We are confident that a satisfactory lease will. be !gottated. ALTERNATIVES CONSIDERED 1. Adopt the attached resolution. 2. Modify and adopt the attached resolution. SUGGESTED ACTION �Xr Adopt the attached resolution (0592p) dmj r i CITY OF TIGARD, OREGON RESOLUTION NO. 84-61 A FINAL ORDER IN THE MATTER OF THE APPLICATION FOR A SENSITIVE LANDS PERMIT TO ALTER THE TOPOGRAPHY WITHIN THE 100-YEAR FLOODPLAIN REQUESTED BY THE KOIAI COMPANY, FILE NO. SL 5-84, APPROVING THE: APPLICATION REQUEST, ENTERING, FINDINGS AND CONCLUSIONS. The Tigard City Council heard the above application at its special meeting of August 20, 1984. The applicant appeared and was represented by Attorney Terry Hauck. Appearing for the opposition was NPO # 1. The Council finds the following FACTS in this matter. 1. The applicant for this: matter, the Koll Company, requested a sensitive lands permit to alter the topography within the 100 year floodplain to allow for reconstruction of an existing street and to provide additional land for the development of Phases II and III of Koll Business Park. The property has an I-L (Industrial. Light) Comprehensive Plan designation and is zoned I-P (Industrial Park) and is located on SW Nimbus Avenue, Tigard (Washington County Tax Map 1S1 34AA, Tax Lots 1800 and 1900; and Tax Map 1S1 34AD, Tax Lot 6200) . 2. The Council had before it the record of the proceeding before the Tigard Hearings Officer on June 14, 1984. The hearings Officer approved the request on ,June 29, 1984. The matter was brought before the City Council under section 18.32.090 D of the Tigard Community Development Code. 3. The approval criteria which apply are the State-wide Planning Goals 1, 2, and 5 and local criterial found in section 18.84.040 of the Community Development Code. In addition, the City of Tigard Comprehensive Plan Policies 2.1.1, 3.2.1 , 3.2.2, and 3.2.3. Based on the record in the case, the Council makes the following FINDINGS in this matter: I . The general concept for earthmoving within the floodplain is consistent with the criteria contained in Section 18.84.040, however, additional plans and calculations should be reviewed and approved by the City Engineering Division prior to excavation work. The plans should be modified to accommodate flood flows. 2. The proposed excavation and filling will raise land elevations along several portions of the floodway/greenway fringe but this will be offset by other excavations within the floodplain. Review of the final plan by the Engineering Division should insure that this request will not adversely affect the floodplain. RESOLUION NO. 84- PaPr I - 41 4) 1. A revised plan including the location and -lesign of the bicycle/pedestrian path extension for Planning and Engineering approval is required. 4. < <mditioil U 4 adopted by the Hearings Officer requiring that all unused lands remaining In the 100 year floodplain be dedicated to the public prior to the issuance of any permits. The condition requires that the dedication document be recorded with Washington County following approval by the City. 5. The applicant appealed condition 0 4 and provided arguments to the City Council that condition n 4 cannot be met since The Koll Company is not the owner of the land in question, but a lessee. The City Council adopts the following Conclusions of Law: I . Based on Finding 1, 2, and 3 the Council has concluded that when these conditions are met , the applicant 's proposal will be consistent with criteria contained in Section 18.84.040 of the Community Development Code. 2. Based on testimony given by the applicant, the Council determined that condition U 4 is not appropriate and should be replaced by a condition requiring that the applicant execute a sublease naming the City of Tigard as sub-lessee of that land remaining undeveloped in the 100 year floodplain. The Council , therefore, ORDERS that the above referenced request be, and the same hereby is, APPROVED with conditions set forth below: I. Seven (1) 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 fe submitted to the City's Engineering Division for review. 2. Construction of proposed public improvements shall not commence until After the Engineering Division has issued approved public Improvements 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. 3. In addition, the applicant shall submit an engineering plan showing flood flow and flood storage, whish meets the requirements of the City of Tigard engineer. RESOLUION N0. 84-- Page 2 4. All unused lands remaining in the 100 year floodplain shall be dedicated by leasehold Interest to the City of Tigard. The leasehold agreement shal.l be recorded with Washington County after it is approved by the City. 5. A ,joint application to the Division of State Lands and the US Army Corps of Engineers shall be approved if required. 6. This approval shall be valid for a period of one year from the final approval date. The Council FURTHER ORDERS that the Planning Director and the City Recorder send a copy of the Final Order as a Notice of Final Decision to the parties in this case. NOW, THEREFORE, BE IT RESOLVED by the Tigard City Council that: PASSED: This !� day of. � 1 1984. Mayor - City of igard ATTEST: Deputy City Recorder - City of Tigard (WAM:dmj/0597P) RF.SOLUION NO. 84- Page 3 `-- k ES'C`,; F1)k COMMENTS 1W 1)ATE May 23. 1984 FROM: Tigard Planning Department RE: KOLL BUSINESS CENTER Sensitive Lands Permit SL 5-84. A request to alter the topography within the 100 year floodplain to raise the elevation of the existing access road to prevent annual flooding, to provide more land for the construction of a freestanding office building and to provide parking and access areas for Phase 11 and II of the Koll Business Park. Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to ou. st••Ff, a report and recommendation will be pr^.pared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by _ June__ 4th , 19_84 You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted below with your comments and confirm your comments in writing as soon as possible. If you have rtny questions regarding this matter, contact the Tigard Planning Department , F.O. Bok 23397, Burnham and Asti Ave. , Tigard, C'R 97223. Phone: 639-4171. STAFF CONTACT: Keith Li.oen PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. Wrii:ten comments: QQ r� Name of Person Commenting-____.___ Phone ommenting: ____- Phone No. (KSI.:pm/0356P) KOLL BUSINESS PARK - TIGARD SENSITIVE LANDS NARRATIVE The following narrative will address the criteria for approval of a Sensitive Lands Permit pursuant to Section 18.84 of the Tigard Community Development Code. The specific proposal is covered under Section 18.84.0915 B(1), "A land form alteration or development within the 100-year floodplain". The project is commonly referred to as the "Koll Business Park - Tigard% Phases II ind III. An accompanying site plan indicates building footprints, parking/access areas, landscaping, and natural areas. The project will require an alteration of topography within the 100-year floodplain: (1) to raise the ,elevation of the existing access road to prevent annual f 1 o o d i ng; G�ir/r liir� /'daot m y�/�� !lsst r-rte /4�3�4 ve r� (2) Lo provide more dsable space for the freestanding offige building at the /N 7� corner of Schol is Ferr Rgad and Nimbus Or e; ;and Y*ir Me- y're�it ���eq`,o/ois� �Sc� hofv. e-'Loew �� (3) to allow adequate parking/access areas for the main project ;ar��!a.ofPhasesI1 and II1.4_1t�f;rrtlpboints . � Several should be obsery with respect to this proposal: (1) the fill within the 100-year floodplain is,balaed by excavation to.main`..i storage capacit •• s- f��„a� /)'t r 1tG e'ke'. 5'e�i r`��ri•- 741 W (2) no activity is proposed within the zero-f of rise floodwa , except for C se ment of the existing cul-de-sac; -���y?��`'� ,r1n ,nr�SI.6/rr e.(a,ufr s:1 �'i,� Iirrc�ian (3) there will be no adverse effect on flow within the f)ogdplain and zero foot rise floodway; (4) the site is currently open grassland with no significant vegetation; the quality of the landscape will be improved by completion of the project. The "approved standards' of Section 18.84.040 (A) are addressed as follows: (1) The 100-year floodplain storage capacity is maintained by balancing cuts and fills, as confirmed by attached calculations. The zero floodway will be modified, with mitigative measures included, to allow raising the existing cul-de-sac to a level lk+ss st!sceptible to flooding. (2) The site is designated "Industrial" by the Comprehensive Plan, and is zoned IP. (3) No land form alteration is proposed within the zero-foot rise floodway, except for raising the existing cul-de-sac, with mitigation, and excavation to compensate for fill in the floodplain outside the floodway. (4) Since the cut and fill will balance, and there will be alteration with mitigation within the zero-foot rise floodway, there will be no increase in the elevation of the zero-foot rise floodway (see channel calculations). (5) The project pian includes an extension of the existing bicycle/pedestrian path. (6) The path is outside of the annual flood area. Landscapirg: The proposal includes landscaping for excavation cuts and fills. In major cut areas, reseeding will be accomplished with grasses that will be compatible with existing vegetation. In fill areas, not adjacent to the floodway, similar seeding, or turf, will be used for stabilization. Fill slopes subject to higher velocity flood flows, alang the floodway, will be rip-rapped to avoid erosion damage (see plan) . Balance cr site landscaping will be submitted with the major site improvement plans. The following material accompanies this request: (1) calculations (a) cut/fill balance (b) replacement and channel improvements for cul-de-sac (2) drawings (a) channel/floodway sections (b) site development plan (buildings, parking, grading, contours, rnd revegetation) (3) list of property owners within 250 feet of site (4) application form; (5) application fee �C" 041 10505 4 �u i Rrp 7"K GEORGE`Pa 011�� OCIJ'T?��� O7-"4'r/ , jC.f 4r! J4 , / / j /yrs Tti�s �1 ar1 /h J/ /rl� 7`4" e- '/'eel !uQV1/f1ee0,?�/-e/r7 /-`lll/r,e.5 h O M- I;t Q05;C PV 4-116- S'le l'r" 6410 4? >Lei ea-n/;-m/ /i eo-fllt 17 KOLL BUSINESS PARK - TIGARD SENSITIVE LANDS May 18, 1984 r KOLL BUSINESS PARK - TIGARD SENSITIVE LANDS NARRATIVE The following narrative will address the criteria for app► oval cf a Sensitive Lands Permit pursuant to Section 18.84 of the Tigard Community Development Code. The specific proposal is covered under Section 18.84.0915 B(1) , "A land form alteration or development within the 100-year floodplain". The project is commonly referred to as the "Koll Business Park - Tigard", Phases II and III. An accompanying site plan indicates building footprints, parking/access areas, landscaping, and natural areas. The project will require an alteration of $ topography within the 100-year floodplain: (1) to raise the elevation of the existing access road to prevent annual flooding; (2) to provide more usable space for the freestanding office building at the corner of Scholls Ferry Road and Nimbus Drive; ;and (3) to allow adequate parking/access areas for the main project area of Phases II and I11. Several important points should be observed with respect to this proposal : r ( 1) the fill within the 100-year floodplain is balanced by excavation to Maintain storage capacity; (2) no activity is proposed within the zero-foot rise floodway, except for a segment of the existing cul-de-sac; (3) there will be no adverse effect on flow within the floodplain and zero foot rise floodway; (4) the site is currently open grassland with no significant vegetation; the quality of the landscape will be improved by completion of the project. The "approved standards" of Section 18.84.040 (A) are addressed as follows: ( 1) The 100-year flordplain storage capacity is maintained by balancing cuts and fills, as confirmed by attached calculations. The zero floodway will be modified, with mitigative measures included, to allow raising the existing cul--de-sac to a level less susceptible to flooding. (2) The site is designated "Industrial" by the Comprehensive Plan, and is zoned IP. (3) No land form alteration is proposed within the zero-foot rise floodway, except for raising the existing cul-de-sac, with mitigation, and excavation to compensate for fill in the floodplain outside the floodway. (4) Since the cut and fill will balance, and there will be alteration with mitigation within the zero-foot rise floodway, there will be no increase in the elevation of the zero-foot rise floodway (see channel calculations) . (5) The project plan includes an extension of the existing bicycle/pedestrian path. (6) The path is outside of the annual flood area. Landscaping: The proposal includes landscaping for excavation cuts and fills. In major cut areas, reseeding will be accomplished with grasses that will be compatible with existing vegetation. In fill areas, nct adjacent to the floodway, similar seeding, or turf, will be used for stabilization. Fill slopes subject to higher velocity flood flows, along the floodway, will be rip-rapped to avoid erosion damage (see plan) . Balance of site landscaping will be submitted with the major site improvement plans. The following material accompan'es this request: (1) calculations (a) cut/fill balance rb) replacement and channel improvements for cul-de-sac (2) drawings (a) channel/floodway sections (b) site development plan (buildings, parking, grading, contours, and revegetation) (3) list of. property owners within 250 feet of site (4) applicatic- forms (5) application fee CCQQKD PMQ � v�aIMit 10505 vV/Y �fORGE `P fi Z D � p � DL � r oA � o 1 I IL.c%VU TtC-�/a.QG � I �- S�In� , 1.1lN, PLJS dti/� �I Vl� 2"1 400 21 z� I-b `j 4 C O 2`I - 2� 2'1 Z'1 T-Z., O TV _ I ' SI1 I C i l 1 Q LO 8 1 I Q N s .y: 4 V ~' T i I , r � f _ W :. 6 L �.� .i s .. iii. : : i 0 S a l LO } i S r• 1�pp 'MS ............. .............. ............. ... ......... ... .......... .............. .... 51 ............ ........... i i ii i] i..... ......... .Ai .i: .......... 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Lj _z ADD', DETAIL r/ BUILDING ' S ' G BUILDING L - ♦ wLij 11! o A 'v BUILDING ' T ' .—� w THIS Cc7NT A�j - — / J /ny /• Q1 1 , - • , , /• NO LLL v , V - _-- _ "n ,� •• w � / , / �� Z 0 14P I _�=-- 16'3 — �C / ro 0 a) -- 1 - -- S / •- 3 •••' 10 ••rrrrrrrrrrrrrrrrrrrsee ti .. _ • W _—•i• (�� �z SEE SHE � A __ _ _� ---� lIt _` — — _ r.................... '•••' ••V ......... ...N•••V"r ••• / ,� -/-/ E T a O F 4 �� 1 .� S �� p / 1.. - . 0 I— \ - - - 25.5 q Q 11, \ q, _ '•t"d.. \22 �� �� ---- - - - (� O'S Q ✓ \ -146 •��"� �� `� I Ll.l uj i Isis ��� W 0 PHASE I � � �TF UTU I��� Iro � CONSTRUC � CONSTRUCTI , (�► _ Q U CILu U Cc UJU3 —` z 2 v s R ENWAY U -- LEASE ���'� \\\ 0_. dip• u- PHASE A E LAVATION 3 1 CY ✓��/ LEGEND Y Q ./ / _ ) ' A9 — 100 YR FLOOD ELEV. i - \ 10 YR FLOOD ELEV. PARTIAL SITE PLAN FANNO CR K . . 0` F L O O'D W A Y e(N 1r GRADING AS DEPICTED IN SL5-84 �.� -" ��_ �-�_ • �-� ,_, � (SENSITIVE LANDS APPROVAL, AUG., 1984) ............... LIMITS OF GRADING Oz cI f ri7^y, DATE - — ,JULY ,Z(o� 19815 DRAWN BY: R. 150ETTCHEFZ �! CHECKED BY: D.&. L. 1605 OCT 4 13o�) REVISIONS: MACK • !00 YEAR. FOOD — 4 IOO Y'IcAR FL-000 • —o 100 YEAR FLOOD 1400 - — IUB YEAR FL-OOD 10 YEAR FLOOD I(oc7 10 YEAR FLOOD THESE L`N AWINOS ARE THE PROPERTY O' MA CN EN Z!E NO- L 1155 - I Vj'J I� r± ANDERIN ARE 1NO r1.RPO RBE ERE R, - OUCEO IN ANY MANNEA EXCEPT WITH TME WRITTEN PERMI!- S,ON OF ME 1. SHEET --- A SECTION E5 SECTION C SECTIOW OF Z ST . Gp,'V pERM'iT N0. 230- ,: 4 VIEW VERT . IR ' - 5' vErt I '! = 5' 4 /1 PZ T - '! JOB NO* z 85453 • T 1 N�I l It I l(I I l I -ftlrlmr� -7l I l 111 l I iI l 11 l ( I 1II{11 f�w 1�ItI111l 1111ll l 1 1111 III III Ill 1 1 1 1 1 1 III Ill Ill ill P l l III I I 1 1 1 1 Ill 11 l 111 ...w... ..".` r."- r ,-����i 'i@�i1�117+:• .,; � .�ru�.s��.... -�.. ,_ , ( l ) I I I I l I I I I I I I 1107E: I F TN IS M ICROF 1 LMED tiw'r�+�++ I 2 3 .. . 4 — J 7 8 9 IIO I I 12 DRAWING IS LESS CLEAR THAN �. 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NOTE: IF THIS M ICROF I L.MED —`LL 5 fig—�_ 7 e 9 DRAWING IS LESS CLEAR THAN THIS NOTjuj-,1T IS DUE TO INF QUALITY OF Tit ORIGINAL DRAWING' OE 82 Be a 92 Sz ♦z Ez zz Iz Oz 61 BI 11 91 sl tvl EI zl II Oi d 9 l 9 S IF E L 1D1•"• r«11�11111NN1NUINOINNh11111H111111111111111111111111LN1Irl11�►IIIII111�IIIIIIIIt�I11111t1I�t1t11t11111111111111IN1141"IIIIIIIf!III[its III III If III nUh11111111111111IIIIIIIIIIIIIII!IIIIII II111tHIIN111111l11111mili1Wflllbllllll111111II.UI1111111111161111� ' MARCH 30 19 92 0 (V P., 0 2 O W cc UJ w O • w z Y 0 CD t a Z � CD II w 0 , M w °' F40 u. W ` U CL - ,... ,�........_.... _:�;..•ham-�-•....,.. - �� . . - / 11,VUm 0 UJ 0 / til2rcA'rl�/� t cr G I EW nll> FF. .,.+ C' a z a I e II . I . % ` / / IL pfko ` V cc r !� o ^ a -�4'2 . d a Lu V z EaE�GApf,',� �. • I4�.52 ��GIN�� . �4 oft at `ly '1 `q� O� 1 / / • / DATE: I DRAWN Cl-ECKED BY: 1 I REVISIONS: I I _ LEGEND: NORTH SITE PLAN - PROPERTY LINE 0 50 100 -- �� ---- - EXISTING CONTOURS ���•��-- PROPOSED CONTOURS • BASELINE ------ 10 U YEAR FLOOD LEVEL OF MKENZEDRAWINGS AAE THE PROPERTYR. THESE SE R ) ENpINEERiNO INCORY USED OR PQRATED NEPRDOUCEAND� NOT i0 BE N- p IN ANY MAN- NER, 10 YEAR FLOOD LEVEL HER,EXCEPT OF WITH THE PRIOR WRITTEN PERMISSION OF MEI. •------------ 0' FLOOD LINE SHEET OM INDI i i OF JOB NO. 284050 r , ._.... .,,Niw+. s......,».. - .. .. � �: ...� �. + .,,_. se.t.tia.c:.. ... ... ....,,,.�._..,,—_—_...Z�,,,,..,.• yam,_ ,�... ,_.+w�+,-,aanwrr.,,.-'7t:,Y.....,..».•..,.. � il/�•� ___ _ ,. � ( �� I I � 1 I 'I I 1 � I �I►�11��11�IIi�+i�I111I1'III�Ii��llii�I!`I�IIIIIIIIIIIIIII 11, Illlllllllllr) IIIIIIIIIIIII 1 1 III 1 1 III 1 I II111 1 III 1 1 1'�II IIII111 IIIIIIIII II11 'v.,..: . t,.r...,��r� �� I TMICROFILMED NOTE: I F THIS -----�—_ _. DRAWING IS LESS CLEAR THAN THIS NOTICE;"IT 15 DILE To JHE QUALITY OF THE. ORIGINAL DRAWING, OE 6Z 9Z L7 9Z SZ !Z EZ ZfZ IZ 02 61 BI LI 91 51 bI EI 21 II 01 6 9 l 9 5 ► E Z� 1�•� �hdtulhNlhmhNlhlldnnhnlhn�u1un11NIlI1n11u11111l1lW�1/IIg1lNultNllMldn►IlrrWnrrltnrinulnnhmh�+NullNnlu,j�l+�llm+bl�Ilunlnuhnlllndlnl�Ilnlno�ImluuluuluulunhNlllulhlnhluhwlx�IlillilutLru�wlluubndntl�wlu . MARCH 30 19 92 0 N R z Z S.P. RAILROAD _ cc ot CWC W Z o zz o w) t^ Q V i C)�- a' 1 ZIX Wa. o � woN 0. H � W � ? N � -. - I ZV u UJ Z O o (- a3 0 BUILDING Q � _-- - .� --.� �.,. � `�\, .. ., �. t i o I BUILDING 'R' BUILDING 'U' ` EXISTING ......_....._ .._.._....� BUILDING J _ -._,.. .... / . _.._._ r cc n % W I I Lu UJ 1 BUILDING 'P' ,,' , �;' — W0 _. BUILDING I o lcl ) EXISTING BUILDING BUILDING ' S' , / �• 4 Q. c� • .000, d __.,,,__�...._...�—�.�.... 1�0 • I /'' fes... � _ .n.� .- _..--' _ ,.�;-_ - � ,'�1. /�� .._ __ '. �i �� i K --- �� J ��� '--•_._..._."--ter' _" ••�, '–'�CN['��.'_•_,. \ � �\ •� ... .... _ ._.... /'�,., � J � J ..""'t 7 W. S q Epfu '4 e F _ -' - w 11-21 / IZS � .ter Glc ..._• �� � ,.• I� ['-;,c..% v 1 r� d.i... PR FANNO CRE _K JT A R.E✓,d•� Ca d cxxJ acv.zJ . ). --- _.� - _y-dj� 40GIL a* Ilk _ / � (-• ,;,�- �• .rte a I ' DATE: DRAWN BY: CHECKED BY: REVISIONS. LEGEND: - PROPERTY LINE NORTH SITE PLAN - EXISTING CONTOURS 0 50 100 - -� ' -- PROPOSED CONTOURS •'----- BASELINE — — -- 10 0 YEAR FLOOD LEVEL OF KENZIE [ ARE TETE PROPERTY Of SE ORAVlIE [N RE 74IVO INC'ORV PCRATEO IME II ANU ARE NOT TO BE USED OR REPRODUCED IN ANY MAN 10 YEAR FLOOD LEVEL I, FACEPT Ill THE PRIOR WRITTEN PERMISSION OF MEI L •—---—-—-—-—- 0' FLOOD LINE SHEET l — OM INDIV C`) 1 OF ' L;L , OPN PERMIT NO. 2_,r .or. , JOB NO. -- _j 284050 1111 1111111 1111111 III 1111111 11 1/11111111 III 111 flip,l 111 1111111 1111 Illlllr 1 �I 1111111 III III III 111 III 111 111 111 III 111 1111111 111 1�1 Ilflllllllllllrlllllrlr II11 do=- - i r I ( I ( I I I 1 I { I I I I I I 11 I ( I I I I I I I I I I I 1 • NOTE: I F TH IS M ICROF I LIMED ��� -_- I Z 3 _—e4 5 8 7 8 9 :0 11 I _ DRAWING IS LESS CLEAR THAN THIS NOTICE;"IT IS DUE TC) - THE QUALITY OF THE ORIGINAL •.y./'DRAWING. OE dZ 92 a 92 52 ►Z E2 Z2 IZ OZ 61 91 v 91 11 ►I EI ZI II 01 9 9 L 9 S ► E 2 1�'�'�• Inl{unhnllu111mIL111binlmlbll�nnlllnlnrlllNdnnhlN6nE61oluuHltdnnlnn�lry!!Innlunhllrinl�InulaallMM`MI141, 111111IINlfit MARCH 30 19 92 'S , s 7 PHASE II CONSTRUCTION i rIJTURE PHASE III ._- : �------------ -- -'�`- CONSTRUCTION -----3 !� ------_a l;T �pIN1 ��_u�, - I j C- ; - I ,_ _ - -- _ - -- - -- ---=-:T T,-,�-r,,• -_ --- - 'T`------- - - - - --- -- 1 'r E#�a�-b,l�-"L'I SIA ND.j H E" ,_ -,-,T, ,-.7117,-r Tr , ____ _ __...----- ac. >: o T Rcxa I � � S IN K E Y F X C - , .-.....................................I................................. . . . , . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . .1.1.I.'.*.I.% :.:-:::.:[ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . .U 1 T I X E 5 [� S �. r. :1: G� E _ft L_ :��°. . . . : . . ` I N - �. 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H -- -- i II , ;. ce, 1•g 14 �♦ . . . , / _.. 81 ^�J P I�"(T F N=t,`{ vA 4V E r .ox , .L.:r. �"• J b O I i( -0 1 . , / �' M � W/-r� LJ,vT .9 N W • ,0i y'. FUTURE I s% 1 > IF-I(ol•O . . . . . . . . . . . BUILDING r lIF I� C7 Ir 152.1 / / � ) r1i >, Fl�l FL2 E LGV i�oCo.o' °� ,� � : : / �I, r TILT IRON FIh� '\ � ' I J 1 _ �'$I� ' ' ' . . . . . � �` - Zi G1. 5 �2 KOLL BUSINESS CENTER - Tigard �- .� a / - E 0 icoi.o / . ? r 1 I ::�.'.' . _O /` /; SECTIONS 34 i� 35, T1S, R1W, W. M. i f I l'::(E:*t�?-I 1::.: : : • 1 F- 0 ,' , - r--- ---�•, ..•• . 0 S?uv o JT �J7Uti� SGIZvIc t CO : : J ♦ ' / 8" MJ x PL.;a TEE, MAPS 1S 1 34AA, 34AD & 356 I �- • X J I �. , r to g5 FLG K �JJ E'PLf11ERFL_Y VALV� Washington y g �' LU I I 1 �' �; / 18' L.ENC,TW 25" GI PIPE VI; Count , Ore on .1 \'1 v1.� TYToN PLU a WATERLINE 1 IE I�i.B . . <. D // 'y f,ONSiRUCTION NOTES: '� +• , j 1. Notify Tigard Water District prior to commencirl, construction. 1 �, It9 S i,.PI t�4. ,40:: �I I I<A 1,o � e1 I // a _� i l IG .40I.O' I _ ,� r\J I I/ 2. All work shall be in accordance with A.W.W.A standards. � � o - -_�.__ .,�5 _- -7 , .'�-•'•'. . �,� # 3. All work will be inspected and approved by Tigard Water District.1 - N l ' 1 *" / i, 'I"/ E i 5<0,0 - L4 - - . . Ir GB 4. Each fire hydrant shall be installed upon a pre-formed concrete block with 1# IGr - V I:2 F Y � 1 ��/ S_y� cubic yards of crushed 1#" drain rock. Tar paper will 11 be laid on top of drain rock E.L.EV�T to lye ¢ oT I FT '�r , _ _-) . . . . . . . / I/� to separate rock from earth cover. A/E. u.J/ n.,- ,y L- I-JFut:.-j _ -.____- __._ . ,�_-. ,_.__..__. ;' a� ,�L�I F IZC>.,I I�E -�J le",L r- -� �- 5. Poured concrt�te thrustblocks at least 8 square feet of bearing surface at each Tt� C:)X^-ti To 06 :It.:ay-1,p T a I 2� � �•e � I S' `41..1 . SF_L,)IEF' tee (and cross used as gee) and bend location. cA,J,J a G12E,tI4_ ? G� Ii.2 5 •�* T c� G e I IGb. .•` / 0 �G>EMEIJT F RE_r.?JI�tE.p y:�P lass- CL F_ IGo.�, ft IE j4r0 O ,I / (; 6. 'i6" of 314` minus gravel cover for all mains in streets or driveway 2F_FEIL / °° by // I SII To SP FIG�.TIotiS Fat �AG.I�-�, c_c ��T��JoAu, Z 12'® bw / 7. All sanitary sewer lines 10' laterally or 3' vertically of water mains shall be �.. e fE�I��(Ihl� 1 uLR FY / �� °� / j I I encased in concrete 6" thick 10' from,crossing. Where crossings are necessary, �� it I /a ♦ / they must be made at approximately g0 with at least 18" separation below water : 1 . , •••ft ------1 / Hyr,fi ANT- G c- -r,C, P-r, Z) --_ . : ' I •• •� i O 7.Ro'/o V 121 F Y °°�• / '/ W ATE(Z I� (�:i i, line. UJ a ♦ �r Z I � � ••' ,rte � }� SrAlut�+�t �"F'A1L. 8. Mains shall be tested at 150 psi for 1 hour. Static ressure - 1U0+ si. I �.'t ; ' - r - � 9 L.-X1-1-4----- ------ I� I�(o¢,y .e .I E s=140 \ / I P P P ' ! . to `S W MMBU .._ WITr•IwST 5L QA .r IGI•w I;♦33� .•••� - *000 / / 9. Individual pressure-reducing valve wi 11 be required on the customer side of each UJ 0 I A VENUE = , -'---- _ i &O C_ • oo rr /, I meter. �. ..J .�. - - - - -- ---___ 4-t-- -- -- _ vorr �C EFLE(r .1C'mNI-) �� •� T I I 10. 0. S. B. H. bacteriological tests required. r^ + I t - - ���`. ---_� ••.N�� / To 215' RgpIU�, 0) Q. (n II ::� _ '�'���,..� L / I 11. Tigard Water District will install all 2" galvanized services prior to blacktoppinn - 7F �"�� �` / of streets and driveways. Meters wi11 be installed by the district upon individua �"�_ L-^PPfZpx u -� --- - - - /EXIST• Su request for sane. [x� 1l I I . .k F E * I�T'I �o/ �I 11 -. / SAID. SFI..IER - , - `OIJNEC_T TO E:AIS•r. SII r►xy�/r �'R, t -'� -' '-�� A•T�2uIIJ :-yv C21 - -f---- - -7- - --l "-�'��r`-� �TL1P�oU'T IE 14�•�}I 19. upon completion of installation contractor wi 11 advise Tigard Water District of o1N♦: L�� �i� ��?JAL. /+.TI �'93�� - �•�� total construction costs to which will be added 10% for district inspections, X0606 9 \ •4 , V 110eim 11 nouLT , IR. W ITHr ' . Q fo �. / water loss, overhead, administration, sampling, etc., and 2% for engineerin,a STa ? - _r I I� I�oS'� I review, including permits, "as-1:0 drawings, intersection maps, etc. 7 AL> 2' /V,*( - y-I �I : . _� - , Z G r�..o ! E,� - I S' SAI.1. K,E w F_ „�° �t vortsLANn,oa�c;Gn . ' I,,�^T R- V 11.J f; -------- ' S�e_ C7�-,�.I� 12/G,� r - 1 i C G I F M 5A IJ -v e.i.J E:R_ I I 1', ;r-1 ►. 3. A �. LJ,,&.--r E 2 ''I/�-I N'P S rl A 1. 2�E G v°��S 2 1.�1Qf' ,- PHASE II I o��T �l.� IRAN �l S_ CONSTRUCTION , FUTURE PHAS SII . dor CO O,, I -- - --- ---, 14 T i ca 2 0 �R- LS T I�2 I G.ST¢E..ErT S E.9-v E. P�Y , CONSTRUCT-IO •' I � I JULY 26, 1985 1 - II � WASHING rON COUNTY �wN- _-�-__ 1 FIRE DISTRICT NO. 1 FIR[ PREVEN7101^1 BUREAU RGr - I PHONE 64+9- 5_17 ,�1 -F f[)FAY PLAN; EXAMINED . 2 H P I I AFP, JI -- 1 ' ^ CONOIJIONALLY APPROV,FB I,I , ',I• ,N,-, CHANGE i Rf.DUIRED p � tNSP CFIONS REpU Q - - I. 4tHFN F. MING ( EYED P,�101 T COVER t UPO 'LDING Cq�p Q'i/ 11 I NORTH SITE UTILITY FLAN - PHASE II __j I PLANSEX&AINER t- ._ 0 30 60 120 BUILDINGS N, P & R I �o1 LEGEND . '- c-1orES I_�jEI2AL� �Et TO SERvE EXT'I�FM� �oIZ^:�R of E4LH '� 1 ,MN(i6,M ,.« > . ,y =IUIL�,Qc� WITH PIPE SLoPF_ `1F 2�- AkJf-) 1.0' CLQ, I^.TIO� ". N.N M"Nat9011 ,. i VM M PHI. 1N AN.*P gill •�4. ' - i••••• Dole see•uIll•• TC RM ��wEl': _INE () EXIsTINGi MAWOOL-E =RL'M IE To FIW SH F-L..-,C� `11L I��y85 17 f�.■r_ - >1,11•TA,�`f 5E►-.JER LINA 0 VE�J MANHOLE - SSE L7tT^.lL_ IO/G� 4 II C_C) 3u •4ING t;F1f I ' _i_- _. Ir•ms�l�a•mw I.J/:'7aF_ ,M4\II�I L_JI JE 0 E+cISTIQC4 GATT-H L��S1til Nr� -- - --------� K - �_ [0___ n�MF-STiL wA1 � L.I�E � ►SEW �ATcH ?�ASI1.1 _,E;E. 17�?AIL. Co/G� I -- -- C ,CI"- T I.1G•I 1-,A"IT,ar<Y -IWC- -0- S_1_I5'(INU FIeE WY p:Z^,J.,I7 .:'11 of Go - �_ �Ew FIR}= NYrRANT - •y.EE D�T�I` �,� p SITE DEVELOPMENT BID SET j'ULY Ac6, 1965 iie z e a o s � �. '. •r h y ;9 �.rr.w2t U .._.._.. ... _'E . • r w _.. ^ .*.,.. .,_. __-9c. ...� "- -.....,v �wMR •^ - L..r.,'•. �u�... ....,r ..„ r ..,. ,.. •,.Nt^.NA.M r..r. 1 1 �`}- (i Flt llt I i I,1 1 1 111 ► I ISI 1 tIIIt�1 111111 t' 11111`11 iilltfl II111I1 1111111 111111 1111111 III1111iIIllIII IIII111 11111;1 IIIIIII IIIllI1 II1ll11 ;IIIIII 1111111 ,111111 111111 I I 1 I I III 111 "III I I I I 1 I I I I I 1 I 1 I I I ,i I I 1 NOTE: IF THIS MIGROFILMEC 1 2 3 4 _- 5 _6 7 8 9 10 11 I . DRAWING IS LESS CLEAR THAN THIS NOTICIi-IT IS D11E TO I Df QUALITY OF THE ORIGINAL - I DRAW M. OE 6? 9z Lz 9z Sz fz fi2 22 IZ 0z 61 81 LI 91 SI bl EI 71 II 01 6 9 L 9 ISI b IE..-- z 1"Is" 1o111unlHulunhlnlHuhullnulHlt�unbnllnnhwllluhluliu►IurllunlanitlNlltnllgllnrtlptlln+tlmlhulltNlilull►miu+1 ittltll•H11tlllUUllllll1U1liiiil1111I1iiilii111tpililil11p11N1I1111111u11nnlnullW11191hlllllllllllillllllllllllUllfllllimlU1 ,�'., , - MARCH 30 1. 9 92 1