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10300 SW NORTH DAKOTA STREET -- - ...»-r.... ..... .,. .... ..... -..---...,....o. r!•Iraa rrnrrru now G-_ �a , L. yAww�f /r arc v w - �r a•a/^ •M trc !et am url /w7 /K•r;M � ---• - / �^"_- -1 «w. ? � Yt ter -••_r. awr ,e«,r •-4-so bw+t • , cows Tljq�.IC Trow NO TjFSEOC7ENO I. ALL cowr Lcrjav IS TU cawi_ Y wrH TME CITY L1F TIGAAv STAN wvs ' EXISIIAG NA/WiOiE ,�' 1B' rte■ AAO SAECIFICATIO16 AN97 Lb GQN CHAPTER fK A.F.W.A. STAAl7AH7 S03FC- U I -,+ >� !QEw _�►p,�AlC rrT � � �• IFICAr1aAS o9so EOITIONI . El _ - e I •� P. ALL TR A-Fic CONTRLY IS TO COVPLY #ITH THE 'LIVIFLt9V NAAKLAL. OF TRAFFIC EXISTIAAi JLNC'TIc�N BOX I I I _� r r S 14, GO �O' t... � alt tl �t CLWTAIGI` TMAI�LGJy TRAFFIC SHALL BE NAINTAIAEO AT .ALL TIME � FLA6&`RSl S16ALS, CONES, ETC , TO BE IN PLACE PRIa9 TO C.6K6rRLCTION _ _ _ _ [j _ ." - _ _ EXISTING 6AS LANL` I r--� - �: PMN 6 At7Tf 3 I rrrr Mora P L A N ALOA,G STREET. .01 --- 3. EXISTIAG A.0 IS TO BE SAN CUI- WHERE CROSS SLODIE FROV CLW9 TO - - ---- � ' �. rrt yw ray trlr�t rav n ntwrrr w►r rwlr■ 'A•�RR■ - N _ EXISTING dA TER [IAC" /r o*RAY S�AOTE 4 � � I I EXISTIAG A.C. HATCH. CAIGtSS' SL ORE SHILL HA VE A NININL* Or' 1.50.i AAO I ,. / I -r..- ..a;. ... :w, ..�w,. .ai.;rn r:aw■,,,�� ..a A NIXINLMI OF 3d. CUT L1NE ShtWV IS AAlAi90.1'INATE LNC Y AAA Srn a..a.D BE ___.-_ �` I I � • t. t�R R MM[ a rrtrrrr rarrrltrr R ttrr raa M'w!t M rrnr VERIFIED M1TH IALSPIECTLW PRIO9 TO POuum aAff LW CUTTIAG A.C. ALL -" - -- EXI5TING TELE!'HD1�l� LIRE b i 'b I' EXISTIA6 A.C. ,•,Z I t. tt.�ttrw �«ttt !T Et�6ES WILL BE TAC CLtA TED AAV SAADEO h MrR t�IMtrt R 1tlt ttrt - - - JCA - _ EXISTING SANITARY SEMER LIRE i �-�-_2' aA55 A.C. 0v I� i►� rerlr. ,iUuntrt u,ra� rt tror rr .T rr am . • •au am, rwr WAI 4. FIAw LIFT a` A.C. IS TO 0MFR'_AV TO CENM&IAE. FEATHER A.C. TO , � 2' CLAS? 4 A.C. � M � lttr �� R c a' a r• AU rov A T CEN rAuAE r !�I(JSL'Tf�IL>f'IrILK ' a ar uta tMtnrltlr w rtrsT ttrraiw N •r ' UNITS LY A.C. REMOVAL ' pc��• 0 p5C15i'ED I a 1t tt IM• .AW4"T�.aN 111110 , a wl`r w w r win ►a+ r � r. 5. CONTRACTOR SHALL AvriFY ALL UTIL I TIES PRIOR TO MAUrRA^TION. Em��_eA I SEE AV7 3 '�LEIAIL I halprrw.r w l +r r .19"1 ro M w.wr .T Re" r rrwt� ,or�.�• t-#A /� s•R ,w•.ww _ Rm IM am NTN T TNA.'./.r«ftttC"W Yrq.0 AT }rCrb«O'/re an"",." Mt $� ;ION 6. A T S TA TION 0+00 HA TCH EXISTING TOF OF CJW AAV A.C. TRAN6I TION TO ■ I a:�t too" n t! tpe r�IA� wm a Mtn pIN C 6M1TTfA 12' tv 2'-0' ro_-.ka , a M Itwr a to rwrl' t� tit ~df! aw • sw MIJ4w .orwn ro r«a cub r rww.a AT r«r raw rra u*Nr TYPICAL SECTION BErMFFN 0+00 AAO 0+25. Aovr ►SED MA TEF! METER QETAIL , , c.wo, r«e +r.r rtrrerR raj+wk a . raortarD .OMT rlrN . wR YA.aw (NOT IAiCL l.17E0 l I �' I s rare .Na•to r YI'-s . »•� at""'II'■'"'. tat ■tra trWta a n , I rywrlrt •i rr,tttr rrtrrltMt M • r r o rrrstM��YI r trrMrtr r aatwu.A .wlu ,asvr • +IUMwr n■Carr,aa OF • +bGRtr . alal■rArLc I, tr■atrt mau «art A' rloomm memo" rrrrlrwrR rr baso All 7. DIRECT DHAINA OE AT END OF IA/PW1'F-NEVTS TO EXISTIAG DITCH. • • 6R1VEL SHOLCDER (SEE AIOTF 9J Cl>IEACTEAI �i1GE . e■arurtt n�oMlrt t►wrwnr►w.bwrrrw euar a ul17r al r rrrra•r a .+trrtr .r rrrtrrrr a rervtwlr AFM h •rat 4 rap rn r ' : i'svft .AqorRtwrNt rKrrrt■ wrka .wt . tnitrMar rRrc■rYa or • rrtbttt t tlor ~ 00" MI A INWOL" AN" tart A tr ORO Lf• ■ar■r • '•• SEX If1.TIA1N pE7161TY • ibllrrrtPLAW� e .r► r�,y�.n twll•r to art au. r.wr n+lw t.w s amw. S. O'1E AS BUIL T NYLAR LIF ALL Irr" IN PLOL IC RIGHT-LE-dA Y SHALL BE A.A.-H.O. T-161? alts rN rt .aul rtt t►ttM rtrwlrp n rllrr«M CLOT r area rtraeurn.R cu*r•NtalL M unws•w Tarr ar rtre.A,A wT« rot. .L.anc r il�t>1R +o■m Iwlta rt YR'rttrt�rtr Nrtwr r �wprrwps rtrt .T a40 rt.•N CAN rwKr00 Nl.a l n7■:01.4m DAll"M • Aw Rpt s URAL. � m r trwaw ro #Voorca u0rrt PROVIOED TD rW CITY AT PRLUECT CLIW9LE7ILW. F.G. DESIGN FINISH GRAGE 4" D; rl1 WAIIN�NSTION WAIF nvm t.xem MNI TON COUM1 ._. .. 9. RE-CQARSTRGIG'T 4' GRA SJILKX.DEER BY STRIPIMS EXISTING S/r0lYQER t)F G.L. ESIsrI/MS GRar,OO LINE TYPlC,4L STf1�ET SiE'CTIL�V C1rN1H AINO ®EiTT ER ALL aRsANIC Am rERIAC►-Aw REPLACIAG AAO SUILDIAG L6� TO NA rm EXISTI/W^ 0p� A*� TIOM Uu CONCRIM SLK iim TRA II<'O w t.Am un COIL �GAI EM�VE�A� A.C. BRIDE AAC S16PF. #1 rH 3/4'-0 CRUSHED RUCK CLIW�AC IQ fix, N. T.S. AFb� A EKY MOUWABLE A (AYIQai A.A.S.H.0. T-t BO. - - ttae tttrtlrt rtll env" as *woo arra M. vtNt wt�to i w Mlttt t•a tlt�ttt arra +r�r on. wt► it T. L . 100 *' t I>s ('1AOID.) 3oC cs� I0CAI<CrA SrA TION " 0+00 BEGIN L'OY1(5'TRUCTION � /1��4NNO CREED' "NORTHERN PINE" "VENTURE COURT" R #A TCH(SEE neo 15"G CURB C ONS X30 FUR AE CW LM � 1+63.83 i i �0E�s�'�I� • Cl�hIST. SIM AL i ., I 10.' 1 A.C. TAPER TO 1" ' ; f-CI M(STRUCTED GRAVEL SHOUDER �pt+� T. L , 1200 r-�► �� ✓ t fI10 F.N7 CGDkSTRI/CTILW (SEE ,.ATE 9) •f r (� rvrced`m e� I EXISTING EDGE If PA T .� I Its+ 'h ti � -------•- -- - - - - -;-F _ � EDGE� PAVEMENT ZEN ------- ---'-_--- - _ ""'•'._ -----__ _ - -Y. - _. - - - - - - - - � -_ - - -- � ,I'i'�- - .- ..- _ - - _ _ i.- T• - .- - 4- -ZaL L.L Q -+- - - ------- ------ ,� -----i-- - --+- - --- - ----'�- - - -7f ,----"�--------�`-------_.- O --- -- v ------ ---- EXISM6 Cum ----- EXE Gig PAVEMENT LSAW SAT As , w. -'v{©R T"H A0 4/<0 T,4 (SEE AV TE 3 J rREE r \-EXISTIAG BRIDGE • s� �e ��.1 et . ► ' �� pRtlf �. rA:Ae` t y S�a1` be tns� = t tN �crrc+ xrnce /��a C,1 4. �,►cl� �4.�, . �o. �� o�� . T. L . 3000 0� srA. /f�D J �N.>zr,��, f',`_ 1�12 (Vile ` ��- { C !'e1 cr' .��iMGs. 4�Zr'�►N ► 11'� CG+1�1�Sr J � r 7-0 00 byt•r►cat?tS S�,yi1 ►rC P1-avt�� M,�tM �rr►ss� Zs /S ��•�.�� . C•�sZns�t c_�ot•, %\1JA t'V�tie 'Al umvI EL180- c.cost uNit� c�t�ici�cwcieti r►oicd ire co*rac�esi . __ - EL 180 ` #(.7541-41-7 I VERTICAL CURVE DATA LENGTH 250 VERTICAL CU9VE DATA LENASTH 250 a ��"� C �S Z Sp 1�-s.Milk-, #639-4111"1 Z4 � S PVC STA 5 t 25 ELEV 159.9 "t a` qtr �' r _ PVC STA 0 + 75 ELEV 165..y! _ PVI STA 2 + 00 ELEV 16!.52 ----' PVI STA 6 + 50 ELEV 159.28 Ptiatr c.ow�wts»t•►�t�'1t rt wD►� �h �.t, tos�ws�, W PVT STA 3 + 25 ELEV 160.9 PVT STA 7 + 75 ELEV 169. 11 i `` ` � LOW POINT STA 5 + 39.88 ELEV 159.87 EL 175- 5, � ��ad►�y►o� p!7►M a way �r`sn �arir�st� tn J `` 11 .? � � -EL 175 s9AAI t;c /csm. . �%Albk Le t4r"Itdwcd 4 ter - � Q, /. �travtd �i� �4►t Ct1 prtot- taae•K t4�el►to►� . FUTURE BRIDGE GRADE ,� EL 170- IN � / � -EL 170 6 ti 1 � 6 AIII -I LE COPY - ! ` ry ; "+ b APPROVED FOR CONSTRUCTION EL 165 ___ _t- _ _.__ _ __. Q. / OATF- ISSU�D By ._ __ 1 �r ITY f1F T1r7AAt71 (21 Q `- 1$ ti N �C / ENGR OFFICE -- CV Df,Tr � / V ✓• � ry � lkll tlyy' W � - - ^�1 Q OPERAT OFFICE EY DATE 7 AI:..x nom "/eKl FINISH CENTERLINE GRAIII- ti w - I �'' / BLDG OFFICE C•1' _>_ DATE 1 \\B --� 6 TOP OF CURB GRADE / GEN.TEL . r 7 G � ! L CO S; DIT L/J�p EL 160- I _ �.M._..�._._-.. . - _. _.._ __._.._._ 4 _-..___ -- . __ .___ _.... -_ t _ . .. t_ I' sA��'w" i �� / -4 N.W.NAT GAS CO - " - ' •�II�(� 1 60 ,, /�. -0. 50,L' _ ___--- _�_.� -+ P.G.E CO c, i ►s_ .► wILLAr.t CAM DY - DATE A Fi1zG /1)'J' �■ ��r ■�yl� �! e / ---_. ` r��ec-tom "-' / 4s/ /��f/w7i► A�� -+�_ - - _ ,I "� 1_k �DW�\T Di'.' P ATE L1U7RYl�Ay EXISTING GROUND A T W,(WlSTOI 13Y ATE-'- TE_ l `j jQAft '•0. BK� TE 3 S- FX.ISTING BRIDGE UNIF SEW AGENCY 8Y N ►a , DATE EL 155- h u1 dl ^ h h b ^ N Ol h h N b O O �l Co ^ h G ^ t0 f QI �O �O O u1 ^ �O h i11 N O Q1 RI Qu 14 O0ru I ^ ^ h O O m �O b ul �h RI O ', ti O ^ O ►� pp �O K oq O •. ^ ^ �, h ., ►� ►� ►� b �o �o �o �o b �o to to to �o h �o t� to 47 �O h �0 In h �O 2 �o b h •1 h h h h h h h h h h h h h h �r h '*. h h h h h h h h h h h h h h h h h h h wl J J J -4 J J �'1 J J I I J �0 J J V' J Ch J T D J L'1 J �0 J C6 J 1i •J V' J -4 C7 J �D J J EL 150- � � � � � � � � � � � � � � � � � �: � � � � � � � � � � � � � � � � � -EL 150 -300 -,=,50 -200 -150 -100 -50 0 + 00 t 50 1 + 00 + 50 2 + 00 + 50 3 + 00 + 50 4 + 00 + 50 5 + 00 + 50 6 + 00 + 50 7 + 00 * 50 B + 00 + 50 PRINTED �igOF.,tLE' 11AR 11 1X HOW f" - 40 ' VERT. 1' 4' W.B. h►rr I S R. AcSnC. DESIGNED a w.N. --- --- SHEET RESOLVED : AVA_ _ SITUATED IN THE SE 1/4 OF SECTION 34 T. I s OR. I w r W N. HALF STREET IMPROVEMENTS DRAWN AAIB. CAD COUNTY OF WASHINGTON STATE OF OREGON GHl�CKED _.l�.�• _ � L \1 FOR wa 8.w�&16 DATE 3-8 -� NORI-H LJ<r- AND AS3DC/A1EsI INC SCALE - - BASIS OF BEARINSS N. A. S W F Q7'171f 1 24onvr-rORs�' LE NO. AS SHOWN EMN/NEENs •tf0 Nr M[MObr Tett!, rOOra AMR,OOlffO M REVISED OASIS OF DATUM CITY OF T/OA1Ni SIHE- E] rao�oPr. .,.•. rnr, Mr4"AM.TATION•Rv•PWON «R CO..PORTLAND yp1r;'i.MA�e�Su ._. .. ,. . * -n.:. ,y.4MIMM nr!C... j -��C ..:,"1�•r.l"`.7: !' wf.'".'_ r' ..,�a' .. r4�Rrr�■r.+...r...-. --r`_'- _.___...,,,R�.Ria•. An + '� ' I M 11r Ijlllli 111111tIi111111 1111 1{ Ij1�111' 111IIIr.II, r CII 1111111 111111 11111 1�1111�I 1111111 111111111111111 111111111111111 111IIIII1.l'Itlt t'IItIIIII'�11�I��irlifillllll I ! r ■!w~ I I I I I I I 1 I I IAO 1 I 1 NOTE: IF THIS MICROFILMED � � � 5 � 7--- -e-------- 9 -- ------� DRAWING IS LESS CLEAR THAN THIS NOTICS-,"17 IS DUE TO AHE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 L2 92 SZ *2 C2 _ Z12 12 OZ 61 81 LI 91 51 b1 EI :LI II 01 6 A L 9 1S--J� fol IE-.- 2 la'•"" �,,,+r�'� I►II�t1111111111uII1u111ntllntl tlnll111�11111l11111111111111 uul ttul tttt)nfltttullllll n11111{tlllu�lilill111111�1)1111{IIIIIIIIII HIIIIIIIIIN,�I++tllllth!IIIIIIIIIIIIIIIlIl1II�IIIIIIIIII111111111�1�I�11111111111111111111111111111W 11il9fUlIIllllill)UJlI�IItII111111111�111IIIIH _ MARCH 30 1 92 n.Y_ .r._.-.-._.ya_._,N. _.-•�•••- . .'_..w--. _ _ww.+.._ _ ,w. . . .'s dV_-.._.. . _ ._...-. .. , w! a Y iY�'�[. ` _- Mt W MIM61a1. �. COMS TqL11-7 TION NO TFC ,r.. ___.. • J. ALL CIL%STA ASr1aV IS r 41 0 ::Q ► All rh !Ae C � 5AADAH7SI rk Ll- 71&4 r A « w'•„ o ACJ .>➢�I~II�ILAT1016 AAD li�lsill/ ChIAflTER i1F A P w SrAAVAW 9Lt-C- 0 EXISTIA6 AIAAM LE I b' /I' +• � � !FICA rd ANE A SI/0 t'UI TIOW , i I e •' ' ASA !iT TO � ,� w.r I , l A1.t IM A-FIC CGVMIL 1 S rn COW► •V rh iiii 'LAI A'Ia lv wMAdL LIQ Tiili7el� Q EXISTIA6 ,�C/1C l'LW f1QX � � I � � � � � ar rte CO�VrMM ' S)� 1>vMf''fIL: &*L� AV AMINTAIAED Ar ALL rlAES. � I ' rLA LTAES JrF .. Ill LF 1N 4ACF outlaw 110 Z�rgt�t•T1LW I '-` - G - - - - - EXISTh6 &As e.. rAE � I �w�� ' 4 t01i ,�rMi�'T - - - •.;"� � I , t 11tt M1.uv I nCrt r P I_ A. �'�1 .i LI"$FIal6 4 C .'$ Af SAr cvr MEW c711m SLalw cmv CUFtI f�llsrdAa A (: w r1;., .]�S SL OW SM+M,� *00 Off A 1tdAUMt/1► .?� ! SAt AW _ - -- - EXISr1A6 mrER _LAE I A 11 OWMAP ',fit ACIP 4 /� y�� fA lemom Owl etw�r Yr�wt w�tr«+I► of �r .1rl� sMow� -OS A�IIAM►F .V11I.1 AW s�� _ f I 1 M1111111+ ` w �w'��'a' -- --- �. - _ •_.-__ � • w atMl a WMM M +1' IYM Me ,NPM M Mri ► aM � VATI T EXISTIAIs TELEPr+�L11E �!til Z i A �4, ' t,�la/law A �. � �IltyRl�'tl�' AV'►. I�TI!T►I11i +iRIL�i I'c� pl�clPl16 i� arc L�tTTIMi A L'. A,- per Lv1., Of TA( IOM'lt: A4C SA V'. (,_., 21 / � � wi • ID /, i � N v► =►mow. w SA. •- - - EXIS rJAG SANl rkgt k:mf-R _LAE I r 1' L'AbO I., A t, 4AV j M I�� M M wwt. o wwr a ., r avw a 11 .-. tirr A FI�Mi. .: aI!< 4 C :S Tf .a►EttA► Tp caE7V1L TAE �lA rltLa�i A c rC �' U Ass a A r. IMM Ar rf• t t M11 fi'ti e' ..l'A'TF1<R 1 w r ` tarlAlL I, Y' 0' ➢/A' 0' LJ�CYrII •�M+•L ��NA111�tM.nrtM�sill 1M►wN � � IMI TS G#� A.C. �`7YOYAL I � � Sl�ALK 1 N M M t ► ��a w rM a .� .ur Ir w w.nw .rr.rw+ ,..•. +� « •t.s. .. s ......, a".w.�.• / �Y 1 ATA 5 LOIv7►Y1I('r'Oti 911Mi& ht7.Ii-1 A�� UTILrrllF3 A41G►P t0 COr6Ti'k,CT1alN. SEl� NOTE 3 TACH � rr�,. +e.•a .w\cr•« a.ew •.+ tr►c+.a.1.� w anatr+•* `+� _ I I • IIMitl1� M lilN nM� r .fit 6. A T ;�7 A TICK, OFG�O M/TL�r E ll S,'IMS TLIA !1F CLIi� A/10 A.C 11v/AtS1 TIO'V TO a tai fCMor r tts WA► K Mt waw; .wiw "i rw ftbi •�rw�1 re Tv aw a•war r b4i ""M r'., TY'R1CA. 36•C TIdV a F rAf-EX "*M AAA 0*�5 .� POA200 V NG TER AFTER Lan i L1IITIEA - J I1' 4 c'• 0 cotwEO � wo r,.a raw«�•,w t.w.« a 'ee.«,r� :.a+�.�.. •a•. r ftaawe t AV T 1ACL XkW/ j GaFTAlI I t riGG1t i . v r tpr � *� _ _ ___� •-94 ��1 r {V�,1 • �'I�r t 1rM71U►� rM► tlr+�lrr '�wWM�I a a amm • mi IOLA 4 � M ��Ilrr tl�r �/'�! �� M. wll 7. OIAIIR 1 JALITANCE A' EAD alt• rA�^l,hACN?S To EA'ISTIA6 AITC/,' . ' l a a iM a .1 taev"SA • r•mmum +. ."low • t.mi GRA VEL .SHOLf-LI-R [SEE ALLY rE s7, LU WAC ltu S1iWAM . •,�pll�t�� t►.�s Awa wAlwe aw4frol t N��r►�. �..ra w.r r wry ""SUM w • +�I� t a MAI a�M► Mai w • 'lrrw.q .sw wr • +rY�r� �r�' a+ws � SIh!KIXIAIII LL£AEiI/1 It MAIM 1� • Mala y� yds M a�w« fir. a mwa«r AtON SMA S r!'+1eMA! A/al�i►'7 �M B a * AS curl T A/YLAR GI•" ALL MLi41 IN �i41LIC R.6HT-Lr_AvA 1 94w_ AF - -- A A 5.M U VIN 6 M1��ittN�M r'1 NuaM��w a cwx r �+rr Mw.w�r .aww ww� M are.aM�a«w �wear►.wc. � a.. .►s* �rwrw • Aw, IWOM M 01 rests w wwwM 41 PWVIDE0 rO rAF CrrY Ar AZT ;;q�tTrav 6 DESI&N FINISH GR1GE 4 F i�EPTN,' aara .raw koN ca..vrtrr+sr, *a«w Wt^�.o.mrt �--+c Ari rtes • o-ra .� as t♦Iw 9 lW-.Ca%&rAIXr 4' &ilvl<�fSr,��Dl!•1q Dy STfSIpIMS EXISTIn6 SrIAtLAf"N ( u ESISTIw4G GROcA10 CInE T!'P1C�IL STI 'ET $ECTI�iN I)WA*�� 00 Cu11U �No c�uTT t WASk`AR- �' w TOS OOZY l aaPA�t a��r� �tt ii��I►�1 n�AV of LAND un � K rw�err cs L s+r[ aMYE1 Mr A. t6440C. AuTEM?IAa. #1r r3, 4'-IAA; AAC L9(JROLW (It' r0 .wTLS�I EXISTIMS N. I.5. AIA ?'MLI FONTMWS Eilll MOUNTAOIE ATmk AIM TIIANOPOATAflOw A.C. 6+t>NQE AAl7 SL p°E wl rh 3, 'd'-0 CRL,S`FD �.L^X CaI1pACTEv r0 .9171 _ A.A.S.N.o. r-jw. - -.._.-._._.__ __..___ ______. ------ - --- - -- o•n 4MulA as + ww+. ,. ttArr ..w w mm«r• m nes ..a` .�.. r.r•. � +wMw• OR AS NEAR .l S POSSIBLE, %r'; r. L . 10C� , + .I� a l e (#401D) cs-gip fir, .,.. �L�s� cs-lC16 _ ,�.�>GS.�_ i � s I�o�c I a1►-201 I �7ELOCl!TE POLE 9 L-� ' �� 1C. j'�DJ'r1( ALAM T�' AS;E' xt y,,,r..>)r:L er ,VIIw`r!Oc�li� t Y �'II'r yyrr. f �. rx - '� rV, caa•�ti w.r,7'; I INS TALI_ S rREETLIGHT, _ ,--INS TALI. 12'G MP BACK "',CA/<a rA s rA rrow " FANNO CREEK � --0+00 BEGIN Ct7A5TRXTICW FILL IN GRANDUI_AR PER 1 "NDATHERN FINE'" "vENruRE CL�c�R r" � � MATCH EXIST�1'AG CLM i --- WAS TRW .�0 Y ATTACHED DETAIL 73-4-,311 1 E(/TLI� cclq! r.,,�nE - � `�� (SEF AbrE .;I i � nN1VEwA r � � POLE WITH t-LISTING 1+63.83 ,'' -EXIST POLE T. L . 1A�o0 Q STREETLIGHT CL7Yt�5T. SI MALI t- 10: ! A.C. TAPER T INSTALL _AF_c6K6 fEO GRAVEL SMLx.I'_DER i -2+00 EAV CaV. TRyJCI1 LaV / - --_ STREETLIGHT ' (SEE AVrE T I I EXISTIAG EDGE Of VEAII�NT r -- fxlS T PoLe 733 INSTALL S'TRE•ETLG O DITCH (,►TUB► Y Cj H T �� rw EXE GIS PAVE�I► PC I _-H, _ -- ' _��- - __--- , rri ExrsrlA6 C"--1 _.�___1�----_------.----__. �/ ------------ - -- - - EDGE A� PAVE7rEHT � . --. _-- _ 0 -SAM CUT �, N�/-7 T� AO�/1 T� �-EXISTIAG 6WIGIGE �"wOt-o0 CONNECT TO (sEE MITE 3 l S TF'E',S T EXISTING 12• CMP -INSTALL UVERSIZED C.B. @ STA. 2+oo PER CITY ATTACHED 7'q STD DETAIL r. L . 3000 �Q-314 PLAN 1• - 40' c TYPICAL DITCH SECTION N. TS. EL MCI- - EL 180 VERTIC,a CURVE OA Ta LEASTH 250 1 � 1 ; VERTICAL C.LNVE OA TA LEAOGTH 250 II PVC STA 5 * 25 ELEV 159.9 PVC STA 0 f 75 F_LEV J`65._71 _ �,I� PVI STA 2 + 00 ELEV 161.52 , - PVI STA 6 f 50 _ELEV 159.28 4, PVT STA 3 f 25 ELEV 160. 9 I PVT STA 7 f 75 E-LF-V 169. 1! EL 175- --- - __ i LOM POINT STA 5 + 39.B9 EL 159.B7 _ rka FUTURE BRIDGE GRADE F1 170- NOTES CONT. � � � � / -EL /70 N 44 10. SIMUTLISKTM gHftL WE >i18T•AIA_M IM ACCOROA� MIT.! A CITY G (TO 116 AIillill EDf P.B.E. CO. LAMXff. 1 l. TW"MY T11AF}'IC S MA.L 09 fiftWAINO AT PAL. T I►MI�► MA11111I4*, �' -3. aw*m � MAIMIIM wwo. Comm AIM 1.641111" I) AM�tIcAm tiN1LL 6E � � '� p p W p 4 a /MVIPM LI1 /MIIfTAIRM M ti'iM�M'!ri'RiAn. T�It TV IMA�TIIR w In EL J6e'5 alpll�s I,llru ..�_� _ - 110'p" 65 7 \ E t 1r•ITIMK CITY II1■.1CTr�, wtLLs .a►-�17I1 !M/M ntl� , . y L l s. a ani 2 ~ t TO OM!! 1 01F r101MC 7M Tii N01�IM11. C/ljp �q W 0 ~ W an ~law PLNI. I�w ft w • 11MIi TA1w � S.: �j rtts/�lT *AT n e VIIIII11" AM A11WRIP b N TK CITU POIdI j8 �'�� FINISH CENTERL INE GRADE --- ? w wow Twrl�INI. � 6 TOP OF CURB GRADE EL .160- . - . -o. Sox � / EL l 601 i W INSTALL OVERSIZED C.B. �' l ,/ ~ W I.E. 1 4 46 CMP (Z) _-- _ DITCH To -_ - - L EXISTING GROUND AT CENTERL INE 2t30 OUTLET DA YL IGH T /N ,A'�1tl WiW'0k' (SEE T YPI C,AL EXIS TING BRIDGE EL J155- DITCH DETAIL) _F_L rn ti �, a �. [A) �n n� '0 00 �n � �. ', o r\ � � ♦ � �o bomn ►� �, �, � o tnm Dov 4z) Cb � Ln A ,I J J J J J V' J V' J V' J �' J C7 �l � J V' J C'1 . V- J V' J 1' J V' J �' �J V' J L'1 J V' J v J Copy EL 150- �� L: � � � � � � � � � � � 4, kb LL � � 1 _ -300 -2lf0 -200 -150 -100 -50 0 + 00 t 50 1 + 00 50 2 f 00 + 50 3 f 00 f 50 4 , 00 50 5 ¢ 00 + 50 5 f 00 f 50 7 f 00 + P Q y Ot U �Jw�10 N CITY OF �T"� GA D -T. OPN PERMIT NO. 286-88 nF HOW. 1" � 40 ' Vf_�RT 1 " � 4" 9Y = dA rel-, �_ DESIGNED - - -- HALFSHEET --- _-- RESOLVED AVA SITUATED IN THE SE !/4 OF SECTION 34 T. I S t R- I W. t w M• -FREE T DRAWN �.a�@�.l A0 COUNTY OF WASHINGTON STATE OF OREGON AINTC.� r�� / CMF,CAKED 11-55. _ AND ASSOCIAIFS, INC DATE 3_e -es FOR S11?iE_E APR 14198a � W.8.� � SCALE AS SHOWN BASIS OF BEAR/NOS N. A. ti T+ 1�►1'I 1 ^ R, AiSnl ENC/1rEERS FILE N0. : �7-175 / SURVLt roore _L -.y REVISED 4-13-� (ST SEINER !IASIS OF DATUM : CITY OF TIGARDNOp ... .-p., 8 M/SC. CITY NOTES) n rww ar..:onur v.nnnwo.o .001'1-A Ob ..:rn.:....w-.w..nmww.e vpwtt.q•A+I�I�. -w ne.- :�Mo •; ,fir. rr I,-. C•TRnC'�O.arwwr MYMrM hY',RLWP ^aYa.1:. �` lY�.YT►.+:, .'�'� ._�. _ - i..+wn.r-.nM: r.n w,..v« � . --- .._. _.. •"-..ww...wwi,.wn.+...ea .,. , • t I I I 1 1 1' 1 Jill 1 1 1 ( 1 ! I I`! I I I I I Iill • ' I ' I ' I ' I ' i ' I ' � ' I ' � IlI ► 3 4 5 6 7 8 9 10 I I 12 NOTE: IF THIS M ICROF I LMEL -- -----.,.� DRAWING IS LESS CLEAR THAN THIS NOTIC -,--IT IS DUE TO THF QUALITY OF THE ORIGINAL ...�eV,;,,,:.�'~''DRAW LNG. OE 6? 9T, Lz 9? Sz 0? Ez iIz Iz oZ 61 91 LI 91 51 b1 EI a II 01 _6 a L 9 S b f z 1"•t'" �11IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111�uululllnlfllnl�1u1111u�M1►1t1mM111111�IIrlulullluU�nllluUllt�Ilnullullr11111ulllut{M�I'+kl{t11II+nlrttllnuluullndnulnulllultnlhu►Ill�lkut�lulllulllulllnlllllllllll�llllll111lilIIlUJI�LIII)III�IUI�ltU�1111 _ MARCH 30 1992 El LE N0. NORTH DAKOTA ST.-10300 STR. OPN. PERMIT ._..... ...........wn......��w.,wwx»Y��.,waw�w�o.rrwoati. Ytl4�eW.►:wur+h...w,ww.w CITYOF TIGARD March 22, 1989 OREGON Charles B. Harris Co. Attn: Charles B. Harris, III 8315 SE Stark St. Portland, OR 97216 Re: Street Opening Permit No. 286-88 Assurance Gentlemen: In the matter of the ele, in thousand five hundred sixty--one dollars and eighty cents ($171,561.80) agreement with depositor and trustee on savings account No. 01-0731057, between Charles B. Harris III, the United Savings Bank, and the City of Tigard, Oregon, this is to serve as a letter of authorization to allow said bank to release to Charles B. Harris III all of the deposit entrusted to said bank. All work has been satisfactorily completed. If you have any questions regarding this matter, please contact ,john Hagman at Tigard City Hall - 639-4171. Sincerely, By= - - City Engineer j lh 13125 SW Hall Blvd.,P.U.Box 23397,Tigard,Oregon 97223 (503)639-4171 -- — ----- - CITY V YIGAI M EXPENDITURE REIMBURSEMENT REQUEST :4 I This form is a multi—use form. Where appropriate receipts must be attached. Documentation is important for all purposes. Staple documentation to form. VENDOR NO: _ DATE: ?� z ' G� j � nn PAYABLE T0: ,N,�FI�S �, ��ttlS l.C�� Requested by: l; 141-1 .ti r - '172, -3 ray, e .............. MISCELLANEOUS (parking, books, subscriptions, dues, memberships, etc.) : Date {Description Account No. Amount z E Z.Zoe IC�PVK1� �4 C �« a 315te1 SAA CS.c:�G=G'L C=GCG'_'=CT CCGCCGCCC¢C��C G.SSC�CL�CL==G'CC¢�GGCGCL�=6GGG 6=G=C G4G6GCGI�C.�.C.¢¢� GENERAL MEAL EXPENSE: -Date Description Amount Account Number to 1.t. charged- _ _ Total _ MILEAGE: Date Description: (Include end/start readings and total miles) Amount Account Number: M _ Total _ miles x$.Zl r_=rr:v�G¢=ace¢=¢r.r_cm¢ve-cr_ecc cr¢tete--r:cr¢=nna==�cecce=cGe=c¢Gcce c-r..�cc-e ecce s�cm APPROPRIATION BALANCE: AS OF: Signature APPROVALS (if $25.00 or under may be reimbursed through petty cash) : (up to $5UO.00)Section Manager Purch. Agent _ ($500.01--$5,000.00)Dept. Head/Purch. Agent `� CITYOF TIOwARD February 27, 1989 OR W.B. Wells & Associates, Inc. 4230 NE Fremont St. Portland, OR 97213 Attns Mr. Bradley S. Schleining Res North Dakota St. Improvement - Pathway Permit #286-80 Dear Mr. Schleining, Earlier this week we re-inspected the pathway but could find no evidence that the contractor had followed your instructions for correction of the deficient x-section. Subsequently, it is necessary that cores be obtained, and than a corrective section be designed by your firm (and approved by the City) and installed by the contractor. Sincerely, ltZn S. Hagman Engineering Technician jlh cc: CBH Company 13125 SW Hall Blvd.,P.O Box 23397,Tigard,Oregon 97223 (503)639-4171 - -- — MAR 17 189 09:71 CHH COMPANY 503 252 2451 P.1/3 CWIRM 491k4lo dw abbe INNS Sws iebody had to biaW a bettor value FACSIMILE TRANSMISSION COVER SHEET DATE i M*le CH 171 1g017 Tot �dHa wit K4044 C cry OF "rj4*q k7 SENT TO G8 4 � FAX M _ FROM s 5rM P)YgAl ��iSgO CBN CeMPANY FROM FAX M 252-2451 CYPRESS YNNS COMMENTt3s 7g*r EfSU 7�' PJ2" N• 14. TAPS 14& � WAGES TO FOLLOW, EXCLUDING COVER SHEET. IF YOU Dry NOT RECEIVE A,L OF 7HE PAGES, PLEASE CALL THE UNDERSIF.,NED AT (503) 232-1478 (CYPRE66 INN) IMMEDIATELY. THANK '(0U. f , Sander t 631 G 6.6.f3Wk•PWMnd,f k*W B 1211 SCO-262-1479 MAR 17 'R9 09:58 C 9H C' -'ANY 509 252 2451 P.2 '.3 C.B.H.COMPANIES 89168.E STARKST PORTLAND,OREGON 57218 PHONE 262-1478 March 17, 1989 Mr. John Hageman City Engineer City of Tigard RE: Dakota Station, pathway .inspection Enc.l : Report, from, N.W. Testing Dear John, Please review the enclosure for the results of the testing that was done on the pathway for Dakota Station. You will find that the section through the pathway was constructed in accordance with the City' s recommendations wi-h some tolerances noted. We respectfully request that you approve the release of the funds that has been de�:osited with the r.i.ty at your earliest convenience. Thank you for your cooperation in this matter. Resp ully submitted , r Zen in A. I .A. Projoet Coordinator !IPP 17 '89 09:Se CBH CCOADANY 500 252 2451 P. 3/3 NORTHWES'.L `I']ESTING LABOR., YORIES9 INC., CONSTRUCTItlN IN5406 N.Lagoon Avenue SIfCT10N NON•O{STRVCY14[TESTING MATT RIALS INSP{CTION P.O. BOX 17126 WELDING C{RTIFICATION Cry-[ CAL ANALYSIS Portland,Oro On 97217-0126 solL SAYING MI ■NYSIGAL TESTING 9 ABPING Phone(503)299-1778 March 15, 1989 CBH Construction 8315 S .E. Stark Street Portland, Oregon 97216 Attention: Mr . Steve Winstead yll ec'_: Inspection of North Dakota street pathway, per your request of 3/10/89. project. Dakota Station Apartments , Permit No. 286-88 Item: Five (5) asphalt cores extracted to determine dopt•.h of ease rock. REPORT: Thickness; 11h ickness No. Location of Core, Inch 7 of Baee of Base,_ Inch 1 Intersection of Old Path- 2 Crushed 3/4" 5 way and New Pathway Minus 2 50 yds. South of #1 1-3/4 of of6 3 100 yds. South of #1 2 of " 5-3/4 4 150 yds. South of #1 1-3/4 If " 6 5 200 yds. South of #1 2-3/4 6 (50 yds. North of. S.W. North Dakota St.) It has been a pleasure serving you. If you have any questions, please do not hesitate to cull . Resp ctful y, NORT WES ESTING LABORATORIES, INC. �/ z tpaa , ��/P.rAt.li)17F N18n�1(3PY l„ M Report Number: 91355 AS A MVTVAL PW*YCCTION TO CLIENTS TNC FLI USC AND OURSLLYLS,ALL REPORTS ARL SUSMRYEO AS*,itCONF[DENTI►L PRORLRTY OF CLIF"ANDAA1 vRE NDLD FOR TML US!OEOUR CLIENTS ONLY NO C"IIA PERSON !1R FMRV M1Y UYILI2C 7N[REPORT OR AN♦PCIMION TN[REOP WRNOVY OUR MAITT[N AVTNQRI;AYi(N 1 . 7-t9 .4 / ��'� rte-f X11 �� r-r►.r 1`ru � ,��' Q ��w teo - - r Pat i l W BERT M SCHLEINING Presidenr L S� �.a.� AND ASSOCIATES. INC. 1 ENGINEERSI // RECEIVED SURVE7Y00 - 1 1 FEB 8 1959 cwArtm* February 7, 1989 City of Tigard P. 0. Box 2.3397 Tigard, Oregon 97223 Att: Mr. John Hagman Re: North Dakota Street Improveatnt - Permit No. 286-88 Dear Mr. Hagman: As requested, we inspected the construction of the pathway on the above- described project and found that it was riot being constructed per Plans and Specifications. The paving contractor, "Top Notch Paving Company", had already paved 100 feet, more or less. The base rock was not per the specifications, so the contractor was instructed to add one inch of asphalt for each two inches of base rock that was missing. This required them to add a minimum of one inch of asphalt to what was in place and a maximum of two inrhPs. The contractor was instructed to add additional hasp rock to the un-paved portion of the path to meet the Plan Specifications. I trust that this meets with your approval . Very truly yours, Bradlet' 5. Schleining, P.Ez, L.S. Vice President BSS;rnj 4230 N.E. FRE:MONT STREET PORTLAND, OREGON 97213 PHONE 284-5896 CERTIFICATE OF COMPLIANCE RE: D A Ku1� This is to certify (in accordance with T.M.C. 17.08.010(6) , T.M.C. 17.09.120, and T.M.C. 17.09.160) to the City of Tigard, Oregon. that the following item(s) have been installed in compliance with the City's street dedication improvement standards and specifications ; and that the following items are complete in accord with the approved plans, special specifications and conditions, as approved by the City, relative to the aforesaid project, to wit: (Project Engineer's Initials) 1. Sanitary Sewer System 1�3 - 2. Storm Sewer System 3. General Utility Systems: Domestic Water _ Electric Power Gas A! — Telephone Cable T.V. - Streetlighting _ 4. Street System: Subgrade —d- Base - Surfacing. . .Base Lift _W _ Final Lift Sidewalks �— Aprons 6 Ramps ��.. Curb -- ',. Monumen'_ation System Certified this �_ clay of 'reol'_ 198` By: .S u i2tlC��c�- _f (Pro' ct Enki.nerr) �- Firm: LV B L.6'f/1, o_ lr+� (0133S) CITY OF TINA RD OREGON September 1.4, 1988. CAH Cnmrany 8315 ,iE Start Street Portland, OR 97216 ATTN: Mr. Dustin, Controller RE: North Dakota Street Improvement, Permit No. 286-88 Dear Mr. Dustin: As you may be aware, Top Notch Paving, Company commenced work to instrll the pathway prior to approval of the pathway construction plan. Since the work being performed did not meet our minimum croassectional st�.idard, we stopped them and requested of W.A. Wells and Associates that inspection be conducted and an equivnlrnt cross section be proposed, for our consideration, in an endeavor to correct the situation. Please "prompt" your engineer to respond, to assure that all work can be completed before adverse -.reather is upon us. Very truly yours, / / —�= — -- �5 ,John Hagman Env,ineerinp, Technictan cs/6985D 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4111 --- - ---- LO fv�v CA k�o c V �c:.c:..f'_ a b�. :, � •l,_• t..ti) Z`... K��' �v�. ��lc:-elk: 1 oU to �� C'hG'6CM d t vac+ 110x-. Y-E'Ar kCt�ti �tC,• `m�j a t��t-� '�-�.� �-C� �,'�1� 1l�\� C.K,C v\G E'�v- C'.Piv\.� SX.e- LA-VA' C Y3t/.\,� k°_ f?1/` 4ftA 4�._Cn,\ 0 AU -C) � `�/�/vG• -' �i �•�a�� re�c��..c� �� zd (w 1��.�, �� "�9-aa`1�� CJ� 1'- �` a✓�'7 r j��.f._ESL1/Ly y�.C:,�.^-�= �J..Y� 11�G. cn e, c c�Nre c.- 1 I _ r ► o s , -- _-.____.._ 4w 12.944 .RIGOW A ��'o r 16 0 ��►' s scN`t. �d ae NOT-33S A%.z DY ius.. ; .,... . n W. rr ANA ASsoCu r F s l INC � \\ E N6/'IIFE/rrS i W. B. WELLS AND ASSOCIA' 1, INC. L IE TLF 00 F MUMMULA 4230 N.E. Fremont St. F�',)RTLAND, OREGON 97213 DATE jos 16 _ -f!!/ (503) 284-5896 ATTENTION _ RE WE ARE SENDING YOUttachecl I.1 Under separate cover via---- the following items: ❑ Shop drawings [-1 Printser Plans ❑ Samples ❑ Specifications ❑ Copy of letter F1 Change order 1=-1 - COPIES DATE NO. lit St RIrTION - _ _ Ciov"n-frIci THESE ARE TRANSMITTED as checked below: For approval ❑ Approved as submitted - Resubmit_`s_copies for approval ❑ For your use ❑ Approved as noted I I Submit copies for distribution — ❑ As requested ❑ Returned for corrections f7 Return corrected prints C1 For review and comment ❑ - Cl FOR BIDS DUE —19___ 1 PRINTS RErURNEU AFTER LOAN TO US REMARKS— ---- -- Q,•'1. � �11r111/l a As Lv1_ .g(�bY1,{�'G� —�(Yl� •--� ��._4^[.IZ�'�=tet � 17 V&911V COPY TU --- SIGNED: u + •u. rna . . M.n 11 enclosure are not as noted, kindly notify I et once August 8, 1988 CiT'FARD v OREGON CBH company 8315 SE Stark St Portland, OR 97216 Attention: Mr. Charlie Dustin, Controller RE: North Dakota S`reet Iiaprovement, Permit #286-88. Dear Mr.. Dustin: This Is sent to confirm satisfaction with corrective action taken regarding Items #1, 2, and 3 (described in our letter to you dated May 23, 1988). The as-built mvlar, referred to in Item d14, is also satisfactory. ! A( I have yet to receive the required engineers certificatiot► so, therefore, I �N 'have not authorized release of any set-aside monies. Enclosed please find a certification form. If you'll have your engineer fill It out and submit it to me, I will provide you with a letter for release of 80 percent of the United Savings Bank set-aside. Lastly, it was my clear understanding that the required pathway installation 0work would be complete by August 1, 1988. Obviously, that has not occurred. Since T don't wan'. to get into an adverse weather situation, what is your -Antent thereinregard? Very truly, John S. Hagman Engineering Technician ht/6359D Fnclosure cc: United Savings Bank 8315 SE Stark Portland, OR 97216 13125 SW Nall Blvd,R0.Box 23397,Tigard,Oregon 97223 (503)639-4171 - -- -- s,ARD This form is a multi-use form. Where appropriate receipts must be attached. Documentation is important for all purposes. Staple documentation to form. DATE: - VENDOR NO: _ PAYABLE TO: Gf-E r0' -7T_1 � Requested by: a r7 '— _____�. -.a.as.=as=atun¢a==aaa.a =a=acacaa==aac=�•=caa=n=a=a=¢rc=¢==a¢=z-'_.._ MISCELLANEOUS (parking, books, subscriptions, dues, memberships, etc.) : Account No. Amount Date Description ._ ;u Z'NsrAr� �ti� E' 3 sT T- 9" Y_=a==caasea�arazata:a�a:metaaaac¢a=rsz==^-=a=r_r-e.-zsaasvzve�s�se=eats:�zmac�=="a¢r_=c=ac^_aaaaa GENERAL MEAL EXPENSE: post-it-routing rawest pad»s+ Amount .Dare Description Total -- Account Numbe - -- taeatfsa��at� =us=R aa¢zzaan�>Gna::snaratasss:as _._ From__ MILEAGE: d ttal miles) Amount end s Date Desai tier• (I�cwas Total miles x$•21 — Account Number: - .enrvs R�w��tarscaa�swrs�wr.saavu n•^.re eesanvc_nv¢^ramp aorta scxcsar ca�sr•�a>c t=swtaean r_ans as craze c•.�-n AS - Signature APPROPRIATION BALD OF: ICE: - APPROVALS (if $2:.00 or under may be reimbursed t,)r•)ugh petty cash) : Agent (up to S500.00)Section Manager Punch. -_ \$500.01_$5,000.00)Dept. Head/Purch. Agent, - — ----- cMISCELLANEOUS ACCOUNT PLEASE PAY TRANSACTION PG c CODE ACCOUNT NUMBER DATE THI% AMOUNT 425212 6-16-88 799072 COMPLETION DATE- Due Date: 30 days E] SERVICE CHARGE n 1 d TEMPORARY SERVICE r City o;` Tigard E] SERVICE TRENCH Attn- John Hagman PO E-)x 23.397 UNDERGROUND CHARGE Ti; -_Lrd OR 97223 I_ J 90THER 10371 SW North Dakota St Tigard MAKE CHECKS SERVICE ADDRESS - PAYABLE TO KEEP THIS PORTION Install and energize 3 20OW HFIS sts Lts PGE CO FOR YOUR RECORD PLEASE RETURN THIS STUB IF PAYMENT 15 BY MAIL PLEASE BRING ENTIRE ORI, IF PAYING IN PERSON. W. B. WELLS AND ASSOCIP'-ES, INC. 4230 N.E. Fremont '., PORTLAND, OREGON 97213 rDATt --� Joe No '11914 1/ x'70 9&99 (503)284-5896 AT TE JTION Rr. WE ARE SENDING YOU I/Attached Under separate cover via —__.the following items: ❑ Shop drawings I ; Prints ❑ Plans ❑ Samples I I Specifications Cl Copy of letter O Change order A9 yCA&M, COPIES DATE NO. DESCRIPTION _ 1 3- •8 _.�.E_?_'--1�?f'_--�Qy��E_�/T's FSS'_._� w - - �S'T _—------ --- —.�_. THESE ARE TRANSMITTED as checked below: U For approval ❑ Approved as submitted ❑ Resubmit_—_copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution — V As requested ❑ Returned for corrections ❑ Return_ _corrected prints ❑ For review and comment ❑ _ - ❑ FOR BIDS DUE 19-- LJ PRINIS RETURNED AFTER LOAN TO US REMARKS—_ - - --- -- � 2 f 7LO c1( r� �' Z • F�- COPY TO SIGNED: 'W"IN7401 Itisea 1M rave es MCI It enclosures are not as noted, kindly notify us a • CITY OF TINA RD OREGON May 23, 1988 C.R.H. Companies 8315 SE Start Street Portland, OR 97216 ATTN: Mr. Charlie Dustin, Controller RE: North Dakota Street Improvement Dear Mr. Dustin: In response to your request, we have completed inspection of the public street and storm drainage construction. 1 find that the following items need to be corrected before 'I can release 80 percent of the get-aside funds: 1. Clear the Rutter line of grout (left from a temporary dam) two foot west of street station 0+00. 2. Clear silt and construction debris from the catch 'basin located at station 2+00. I. ReRrade the storm water drainnRe ditch, from the street outlet pipe toward the creek, to provide for positive drainag r -��- 1 4. Have your engineer submit the re a �to cl f s� and the required engineers certificatione. —public improvement mylar f ; Y• ,.,� As soon as the ftrst "three items are ready' for r -inspection, please call Mr. Mike Mills at 639-4171. 1 am sure that your en Ineer knows what the last item (114) involves; he needs only to be prompted to _spond. Sincerely, John S. HaRmnn Engineering Technician 11T cs14949D 13125 SW Holl Blvd. P.O Box 23397.Tigard,Oregon 97223 (503)639-4171 - — ---------- [/ � �� j�'��"✓ Ftp '�• i �v ; 1�ce�1�► ��ev, �e�E O�er � bt�� Ro�� 1►�,i 517' F38 4S1I , S.b.T.. ML-7- 10 CAPIk I IM7.�f.__TI�O�► �! �K� I�MCC 11' C�I�.�GV► ��i Ave- 11 a •J eNg6rcALCK �c Ae. ftv. " � ee IMa.►ve�t,%kabI&CA . Ts2auad> *acc.94aKCe . 3. 1 s eno# o\16c0& " �SSi.1,lz Ylct o� occ..v� ire t tv�♦t'3. '�� -a Ka�v► l� i M()01 RMF SS FORMS, SPEEO�otT* S MGP,-,PATENTS 3,018.305.3 429.921 CITYOF TIMM No. 31561 13125 S.W. HALL BLVD. P.O. BOX 23397 Date TIGARD, OR 97223 _ 8> H Co n,, f� Name Address Lot Block/Map Subdivision/Address Permit N's Bldg. Plumb Cash C Sewer Other —� Other Rec. B iA - 1 Acct. No. -- Description � -- — Am �- 10-432 tBuilding Permit Fees 10-431-600lumbing Permit Fees_ 10.431.601echani,al Permit Fees_ _ 10.230.501 State Bldg, Tax 10.433 Plans Check - 30.443 Sewer Connection 30.444 Sewer Inspection �_- 51.448 Street Syst. Dev. Charge 52-449.610 Parks I Syst. Dev. Charge 52.449-620 Parks II Syst. Dev. Charge 31.450 Storm Dralnage Syst. Dev. Charge - 10.430 Business Tax -- — — 10.434 Alarm—Permit- 10-227 ermit10-227 Bail - 10-455- Fines - Traffic1MisdlParking — -- 10 230 _ CPTA Traffic/MisdlVic. Asst. 104 i Indigent Defensc 30-122.401 Sewer ServicelUSA — — 30.122 402 Sewer Servl_ City_300/6 - _M_-123 0%30.123 Sewer Sevice/City Maint. -^_ 30-125 Unmatched 31-124 — Storm Drainage -- — 40479, ._ Bancroft Prin. Pymt. — 40.471 Bancroft Int. Pymt. - `----^ -- -- -- ---- ---_. TOTAL — ACCOUNTING PIS I i r~ r_ �n Ln c� r� P� P. O I ig Z Y M Cc rfl �; zmag00 a a�a lfl i a o o cfl Q) ° O Cl� O ti O m ru --_ .-a O n r'•. O p _ M N Ln 0 ce o _ . zz O Y � 0 M L Q 0 s Qi �• � U O ri u LL 0 >_ � 0 m Q U � 00 PLEASE TAKE THIS TO 1HE CASHIER FOR A RECEIPT NAME: DATE: 4 ACCT # -.-- DESCRIPTION AMOUNT 10-22000 Refundable Performance Bond Deposit 10-43600 Public Sower Plan Chock/Inspection Fee 10-43600 Public Storm Elan_Qieck/Inspection Fee 10-43600 Street Dedication/Public Improvement Fee 10-43600 Street Opening Permit 10-43600 Street and Traffic Mar-king 21-44200 Stree Light Fee 10--43700 aLcLn_Permi ts 10-43,800 Land Use JApplication-Fees 10-22000 Refundable portion of_.Appeal_Fees 10-45100 Document Sales: ---- Planning 10-45200 Park Reservations 10-43000 Business Tax TOTAL ke/3r,74P AGREEK.ENT VITT' '.POSITOR AIM TRUSTEE ON SAVINGS .COUNTS OR DEPOSITS This agreement is for the purpose of fulfilling the requirements of _S.D.R. U-20. Agreement dated 10-12-07 between the City of Tigard and .Charles B. Harris Co. and is entered into by the Depositor Charles B. Harris Co. andUnite vinUe Bank Trustee. The undersigned depositor and trusteeo hereby (assign the right to the City of Tigard to determine at its discretion the payment of all funds or securities held by United Savings + as trustee in the amou�nt of� �=Z Savings Account No. __ or Jrpo9lt No. or Tim Deposit No. in the /in accordance with and for the purpose of Bonding R�llr improvements deperibed in th above stated S.D.R. 87-LO Agreement.; nLTrly to assfiYe satisf9chory let-ion of S.D. bcirg irst�llatirn of an fmt Wick P011vEty. It is understoodnd agreed that the United Savings Bank will hold such �unds or securities in the amount of , until an authoriz tion or,diredtion for payment is received from the City of Tigard and that thelity of Tigard has the right to withdraw Prinicipal Funds with City of Tigard vignatre only, in the event of Non-Performance. All fund de{losits shall be renewable at maturity and at rates and terms in effect at the time of renewal, and all interest shall be paid to or accrued as directed by the Depositor notwithstanding anything contained herein to. the contrary. That the account is to remain open until such time as all Public Improvements are completed and accepted by the City of Tigard. Signed Lnd dated at _ , Oregon. Thfe day of 19 88 Signature of Depositor 1 i � \ Address D A� Ig Iknaty�e of City of Tigard �4_ Address ACCEPTANCE (Bank) The undersigned hereby accepts the funds or securities deposited in the amount of 1 7,730.00 this day of , 19 88 hereby acknowledges receipt-o7t e—"�sbook Savings ccount moo. and or the Certificate for Deposit No. I or eartillaa that th—eri is no Passbook issued for this sccourF_.Tt 7f_v_Tutther agreed that said account will be held for the uses and purposes above- stated until authorisation for disposition !u granted by the City of Tigard. Signature of Bank Authorized Signature_ Address 1`r.nl II-.rill liiq iaquael end i69� ROUTING - REQUEST Please N ❑ READ To _ E` -s D HANDLE Z CI APPROVE - r12u 1 t- end \\ \ LI FORWARD L� RETURN l_ _J KEEP OR DISCARD 'td CJ REVIEW WITH ME Data l b -- C.B.H. COMPANIES 8315 S E STARK ST. PORTLAND,OREGON 97218 PHONE 252-1,178 May 1.6, 1988 City of Tigard Community Development. Department 3125 S.W. Hall Blvd. P.O. Box 23397 Tigard, Oregon 97223 RE : C.B.H. 40 S.W. Dakota Street Dear Sir : C.B.H . Company has completed the construction phase of water work and hook-up on the above referenced project. We request final inspection and release of 80% of the set aside funds. Sincerely, I Lq L__ arlie Dustin Controller cc : Donovan L. Wabs, United Savings Bank Post It`routlnp request Dad 1884 ROUTING - REQUEST Please M k--:* READ To __�=�__ HANDLE �I►w�A1. IN��', i PRE: ` PWs1"� �t APPROVE and F] FORWARD 1 _I RETURN L_� KEEP OR DISCARD REVIEW WITH ME 141MCM 114" . i'i 110MIL Date WO From �.., . Ayz w.++oilk �I i awlbu LAI arJ �s��/� ♦i �o t . v /v/� &(d dI r 7v (911/ —T�c VAS4�41 \SA4LV, %% IOAtc%IL%� him moi. �Vr � IL \01\4-C lr1� %V qX l&A%L o v% W Oh k wev a� ,.,,,P,.Al 9%l a, 4L �,a�. �o� Or1L to So �v~ 4\k4L �a.��A 6'1�K 1M 1 riN� 111 1K r►�f T� C O W4 rk t t %V46y'�rt. +L+�J �tJl�p �1`♦ 10 M r �.,hl�r T�"A. SN&M #.kI �*4 V1,� C t'Vta��l� ONt M� FOP 4Ast.) . i CITYOFTIGARD No. 31407 13125 S.W. HALL BLVD. P.O. BOX 23397 Date &0)0�) TIIG�GARD,OR 972223 -------- NamH �-- Lot BlocklMY�6 Subdivision/Address Permit N's Bldg. Cash Ch!2M ��Sewer Other Rec. By Acct. No. Description A t 10.432 Building Permit Fees 10.431.600 Plumbing Permit Fees 10.431.601 Mechanical Permit Fees 10-230.501 State Bldg. Tax _ 10 433 Plans Check Fee 30.443 Sewer Connection 30 444 Sewer Inspection 51.44B Street Syst. Dev. Charge 52-449.610 Parks I Syst. Dev. Charge 52 449 620 Parks II Syst. Dev. Charge 31.450 Storm Drainage_Syst. Dev. Charge 10.430 Business Tax 10-434 Alarm Permit 10.217 _ Bail _ _ --TO--455- Fines - Traffic1MisdlParking 10.230 CPTA TrafficlMisd/Vic. Asst. _ 10.456 Indigent Defense 30 122-401 Sewer ServicelUSA 30-122402 Sewer Service/City 300% 30-123 Sewer SevicelCity Malnt. 30-125 Unmatched' — 31-124--- Storm 4 -475 Bancrnft Prin. Pymi. 4 -471 Bncr aoft Int. Pymt. _ — �� ------- - ACCOUNTING M CD M N � C LL of ZH W I� z 09 Z o ami j=o OD �u P� eg a • O5 o0 5r Ul LL Ln ¢_ a 0 0 Mi Y Lo rm fU 0 0 0 r" {L Z � � r- _ N t � d N o t (J IT) Q tl) ": Ir O � ofro X U O r in .o U � U- 0 IVQ T O PLEASE TAKE J*HIS TO THE CASHIER FOR A RECEIRI. NAME: DATE: Z-63 Age-> ACCT q DESCRIPTION AMOUNT 10----22000 Refundable Performance Bond 10-43600 Public Sewer Plan Check/lpspection Fee 1043600 Public Storm Plan-Check/Ins ection Fee 10`43600 Street DedicationiPublic Improvement Fee 10-43600 Street qp ejji rl qPermit 10-43600 Street and Traffic Mark_jDcL_ 21-44200 Street Light 7 Z- 10-43700 §19D Permits $ 10-43800 Land Use Application Fees 10-22000 Refundable portion of Appeal Fees 10- 45100 Document Sales: Engrg. __ Planning Bldg.___ 10-45200 Park Reservations 10-43000 Business Tax $ - TOTAL -72 ke/3574P ROBERT M SCHLEINING President AND ASSOCIATES, INC. ENGINEERS` I SURVEYORS �L April 21 . 1988 THE CHARLES B. HARRIS COMPANY 8315 S.E. STARK STREET PORTLAND, OREGON 97216 RE z CBH 40 - TIGARD. OREGON ENGINEERS CONSTRUCTION COST ESTIMATE FOR THE PATHWAY IMPROVEMENT. 680 sq.yd. 2" Clans "C" Asphalt a * 3.75 / yd. - $ 2,550 680 sq.yd. 6" thick :•-1/2" Rock a $ 3.50 / yd. - S 2,380 Excavation - 200 c:Ll.yd. 0 $ 4.50 / yd. - $ 900 12" Culvert Pipe - 40 ft. a $10.00 / ft. - $ 400 -------------------------------------------------------- SA,TOTAL ` $ 69230 � (*)� 1y_o0 -rlR1ia.ti 7 '1�►O PRnr 'v 12.4 OR / 26,IQ �.` S. SCH 4230 N.E. FREMONT STREET PORTLAND, OREGON 97213 PHONE 284-5896 APPLICATION SSTREET IMPRC' MENT/EXCAVATIONCQPY TO: ORDINA. , E NO 74-14 (WHITEFILE (YELLOWW)•INSP. (INSTRUCTIONS ON SEPARATE SHEET) (PINK)•OTHER AGENCY (BLUE)-APPLICANT APPROVED x APPLICATION NO.: 32Z _ NOT APPROVED CITY OF TIGARD,OREGON FEC AMT. S- 4662��.477 PENDING FEE. PMT. [] CITY HALL RECEI 0.: _—a�LL-� PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT BY_- DATE_f 1 / � PENDING AGENCY "OK" ❑ .Application and Progress Record _ MAINTENANCE BON 20% PENDING INFORMATION 0 FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED --- ANNUAL PENDING VARIANCE [] EXPIRATION DAT _ one ygar PERMIT NO.' 2$(o"��cf' DATE ISSUED: --4- 1/ 13/ 9s' BY - -7--cs — (1 ) APPLICATION IS HERESY MADE TO EXCAVATE FOR AND INSTALL STRSCr-TS,_STORM 1`2 DRAINAGE _ IMPROVEMENTS ".___---___ AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT __ Cha lea--B Harriga CQ�.AM5_S•E. Starl__PQrtland,_Qr.....97216___-252.-14Z$ PHONE NAME ADDRESS - -- CONTRACTOR.._ NAME ADDRESS CITY----- .._.-__ ._ -- PH--O FIE PLANS BY_--W-8—WPI 1 a &--Assoc.__-lnc.___4210 N_ .. rrminnt St_ po 2Z213__28.4- NAME A D D R_E ----' C T'Y""�- P H_0 AR" ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): s DOLLARS U MIN. (2) EXCAVATION DATA: X04 X f FOR OFFI�161L80 : 462.47 _ STREET DESCRIPTION _ PROGRESS & INSPECTION STATUS_ _ NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE r BY TYPE LENGTH _WIDTH DEPTH ITEM & QUANTITY _ STREET -- PEN D INSPEC- P - R TION _ E -- akota t.ase atta ed 1 ) Q Norl D u ESTIMATED STREET OPENING DATE: __ / / E -- S -- ESTIMATED STREET CLOSING DATE. / / TE : s (3) SECURITY NO. 01-0.131 5?. SECURITY AMT.: E_ 11.561.0. STREETSTREET SURETY CO.: — ` �- a•�iW _Ta,� .,� FINAL CEf'TIFIED CHECK CASH .1 _ M� `I INSPEC. ' �I 'I ' I I ` (4) PLOT PLAN. INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS / CONDITIONS FEATURES; EXCAVATION LOCATION AND EXTENT. 1.) Call Cit 1y Ins or (Mr. Mike 1 I To Greei�urg Rd. h_ lls #6394171) prior to conIInencinq I 1 , work. WorkArea 1 A 2.) All conditions of SDR #87-20 _ _ ..�.,____— I� _ _ _ shall be adheared to; this permit CBQ� ) - provides for work In S.W. North r Dakota Street only. ,►� _ _ _ _ __ 3) Streetlight energy & Maintenance — (2yr.) fee is $500.401 in addition N ( I i I to the permit fee noted above. 1T"F t _� ( 1 4- (4) 'SAte Ay44 J 7 t` Rv N #e u.aDr� lerV1. (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT :)F-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 ASAINST AN INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS, APPLICANTS SIGNATU E �_` _ DATE PLY/4 / PL W. B. WELLS AND ASSOCIATr.7% INC. RJE-TUIEr"1 00 F "T'MRSEd TITRL4230 N.E. Fremont St; PORTLAND, OREGON 97213 b11T�/ JO• NO (503) 284-5896 ATTENTION --- �Tc,EfiLJ AG/h�rtJ WE ARE SENDING YOU k4 Attached I Under separate cover via the following items: I Shop drawings Prints ❑ Plans ! samples I I Specifications j Copy of letter ❑ Change order I ! ---- COPIES DATE NO. _ DESCRIPTION THESE ARE TRANSMITTED as checked below [SYFor approval ❑ Approved as submitted El Resubmit copies for approval I1—For your use ❑ Approved as noted U Submit._. copies for distribution rE-*s requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ _ _ __��_ —_- - ❑ FOR BIDS DUE —19--- ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS.--- ! COPY TO SIGNED: "amtwi I)NWME.aft 0Ya 01411 It enclosures are not as noted, kindly notify us of once PLEASE CE TH�T1S TO THE- CASHIER FOR A RE PT NAME: �+��s g, rr�s `'o. fi DA(E: /3 �✓ ACCT q DESCRIPTION - AMOUNT 1.0-22000 Rcfundable Performance Bond Deposit 10-43600 Public Sewer Plan Check/Inspection Fee $ 10-43600 Public Storm Plan Check/Inspection Fee — $____ 10-43690 Street Dedication/Public Improvement Fee 10-43600 �� Street Opening Permit 46 10-43600 Street and Traffic Marking $ 21-44200reet Light Fee �_Sia• 40 CRAIG L. HASKIRLI, NORANN M. HASKP,LI- 1 Z 5 4 IR991 S IRA 657.0257 OREGON CITY,OR 97045 24-7010/3230 PAY-)R TCNO THF DER _-- 1 � 0 OR ---------- .__._DOLLARS OREGON CITY OFFICE 67 OREGON CITY SHOPPING CENTER OREGON CITY,OREGON MS 1: 3 2 30 7040 31: 801. 3 0 50 4u• L L S t, CO" COMPANY FIRST INTERSTATE 134NK 6315 S.E. STARK252-1479 OF OREGON, PORTLAND, OREGON 97216 PonleviHa 13rsn,h A� O.Box 16218 \O rt4n13703 Pod.Oregon •7218 PAY 2+-12/1?3q/62 TO THE •'1 I.' L. ' I;.., r OROFH OF ;r d DA TV AMOUNT I �-12-tog $ 926.87 I CJ)Y Q` TtGARD I 370 3 it• 3 2 3000 L 2 31:09 2 0 � AUTN W—,-- 05[7[ 3R• ATURE � CITY OF TIFA RD N .. . 31256 ^,� :;"K•',t,etf�'tlEtlt s !#tMctl i 13125 S.W. HALL E1LVD. c h P.O. BOX 23397 Date •,�.,. .,,,,...mlc , TIGARD,OR 97223 Name IAddress Lot M Blocklap Subdivision/Address Plumb Cash Check i Permit M's Eldg. Sewer Other — Other Rec. By pescr�ption� Acct. No. Amount— i 10432 Building Permit Fees_ ___ _ —• R r 10-421.60_0 Plumbing Permit Fees 10.431-601 Mechanical Permit Fees j 10-230501 State Bid_ g• Tax ___-- 10-433 Plans Check Fee i 30.443 Sewer Connection 30-444 Sewer Inspection - 51.448 Street Syst. Dev. Charge i 52.449-610 Parks Syst. Dev. Charge I -- 52-449.620 Parks II Syst. Dev. Chargo --_ — — 31-450 Storm Drainage Syst. Dev. Charge ' 10.430 Business Tax 1U 434— Alarm Permit _ — ,,.,• 10 227 Bail --- — ` 10-45 Fines .TrafficlMlsdlParking 10-230- CPTA TrafficlMisdlVic. Asst. - 10-456 Indigent Defenso _ 30-122-401 Sewer Servicelut A 30.122.402 Sewer ServicelCity 30% - - 30.123 Sewer—§—e—vice/cit) Maint. _ -- 30.125 Unmatched 31-124 Storm Drainage _—`—_ -- 40-475 Bancroft Prin. Pymt. 4 -471—� Bancroft Int. Pymt__ TOTAL CUSTOMER'S COPY C� J I i l f AGREEMENT WITH DEPOSITOR AND TRUSTEE ON SAVINGS OR DEPOSITS This agreement is for the purpose of fulfilling the requirements of Street Open Permit Compliance Agreement dated /110/"11 <' 1OA� . between the City of Tigard and CHARLES B. HARRIS, III , and is entered into by the Depositor CHARLES B. HARRIS, III and UNITED SAVINGS BANK, Trustee. The undersigned depositor and trustee do hereby assign the right to the City of Tigard to determine at its discretion, the payment of all funds or securities held by UNITED SAVINGS BANK, as Trustee, in the amount of $1.1,561.80 in Savings Account No. 01-0731057, in accordance with and for the purpose of bonding public improvements described in the above stated Street. Open Permit Compliance Agreement. It is understood and agreed that UNITED SAVINGS BANK will hold such funds or securities in the amount of $11,561.80 until an authorization or direction for payment is received from the City of Tigard and that the City of Tigard has the right to withdraw Principal Funds with City of Tigard signature only, in the event of Non-Performance. All fund deposits shall be renewable at maturity and at rates and terms in effect at the time of renewal , and all interest shall be paid to or accrued as directed by the Depositor notwithstanding anything contained herein to the contrary. The account is to remain open until such time as all Public Improvements are completed and accepted by the City of Tigard. Signed and dated at Oregon this 12 a day of 1,.t i i 19 _ Signature of Ci4 Tigard ign�ue ofDepositor' Address 57<12k. P01271,-W6 02 Address ACCEPTANCF The undersigned hereby accepts the funds or securities deposited in the amount of $11,561.80 this 6th day of April , 1988, and hereby acknowledges receipt of the Passbook Savings Account No. 01-0731057; or certifies that there is no Passbook issued for this account. It is further agreed that said account will be held for the uses and purposes above stated until authorization for disposition is granted by the City of Tigard. UNITED SAVINGS BANK o Van L. Wabs, Vice President i I 31 ch s cis W 1 sea e oir M"e-- �/ he 5ai9 I�[. c" .fo .340 AGREEMENT WITH DEPOSITOR AND TRUSTEE ON SAVINGS OR DEPOSITS This agreement is for the purpose of fulfilling the requirements of Compliance Agreement dated �hPr.•�+ •I�ltTre .� ;nrd and p��J s and is entered intim ►••• C._ +c�•aT°°'� and Trustee. VESTr�. + xig�d The undersigned depositor and ti ROUTING J to determine at its discretion th �o14 i �_-- Please in �--1 --"- Savings Account No. LJ READ in n t h e --- in actor r� ANotE �-------'" _._— improvements described in the abo% �H — Iment• APPROVE --* I �[ It is understood and agreed that t and hold such funds or securities in the am. �--FORWARD -0 � J_" :tion the for payment is received from the LJ RETURN right to withdraw Principal Funds r-� KEEP oft p1SCARD ___---- --� t of Non-Performanct . C� REVIEW W1111 ME .4/7.1 All fund deposits shall be renewabl+ -4-40 f f:r0M �o• erect at the time of renewal, and all interest o.+� "T -.y accrued as directed by the Depositor notwithstanding anything c --,uea herein to the contrary. That the account is to remain open until such time as all Public Improvements are completed and accepted by the City of Tigard. Signed and dated at _, Oregon. This _ day of , 19 Signature of City of Tigard Signature of Depositor Address Address ACCEPTANCE The undersigned hereby accepts the funds or securities deposited in the amount of s _ this day of _ 19 , and hereby acknowledges receipt of the Passbook Savings Account No. ; or the Certificate for Deposit No. ; or certifies that there in no Passbook innued for this account. It is further agreed that said account will be held for the uses and purposes above stater] until_ authorization for disposition is granted by the City of Tigard. Authorized Signature iP3531P SALEM-DOWNTOWN: 333 High St, N E P O Box 888 Salem,Oregon 97308 Phone 399-5300 SALEM-LANCASTER Lancaster Mall Salem,Oregon 97301 Phone 399.5323 SALEM-SOUTH: March 25, 1988 3991 Commercial S E Salem,Oregon 97302 Phone 399.5318 KEIZER: 4952 River Road N Keller,Oregon 97303 Phone 399-5315 WOODBURN: City of Tigard 2800 Ne.vberg Highway 13125 SW Hall Blvd. W000dbuom,oregon97071 Tigard, OR 97223 Phone 982-9921 BEND: RE: Charles B. Harris, 111 1543NE Third Street P 0 Box 951 40 Unit Apartment Project Bend Oregon 977Phone 3899-271-2211 09 10171-10487 N. Dakota, Tigard REDMOND: 817 South 8th To Whom It May Conce. P O Box 760 Redmond,Oregon 97758 Phone 548-4594 This letter is to ad ise that nited Savings Bank is holding and has set aside $11,561.80 for the p rpose of water work and hookup to the above referenc pro ect and th t same will be held until said work is completed and he Ci of Tig.r has approved and released same, but in no event shall these YUnds be h Id any longer than September 1, 1988. If you should have an)h question please call the undersigned at 399-5340. Sincerely, G�-- onovan L. Wa s ce Presiden DLW m cc: C�rles B. Harris, III /7_9A3v N`w._ Np u�`e�►Qt�`e. y-s Sir Ilsltl..c i f r Pw a.e G"Je l. 41,2.qvo,40 X-1/6 i� ��v1 .S/��•eci ��r � �ts�tcd o � I e s . Ne Ale e_d s '. ea-h,• k.r rye GK e t ct c ly ��o� /�`�' t� 7 �fl. L hi.rd! ss�s �� v4 /fir q , 1 J- e �1i / ,� COcs�� C' rL. 50C''4� C, �roCc1 e /SS�tCd 3� ,e��'9 re l ZOO U"-) \a , ,`a � ova VLA Z \(ole• F- '__ � — � Soo , C 'OP -� iF::-�CCm cn!m Portlarxi General Electric Coclmwny March 21 , 1988 Mr. John Hagman City of Tigard P. 0. Box 23397 Tigard, Oregon 97223 Dear John: Street..l.i hting: Dakota Station ApartmeUs The lighting proposal for this project calls for three 200 watt, 22,000 lumen high pressure sodium roadway luminaires mounted on PGE Pule Num- bers C11-3505057, 5147 , and 5148. A sketch indicating the locations is enclosed. The monthly charge under the provisions of Schedule 91, Option B (energy and maintenance to Luminaires installed and owned by the customer) of the current tariff is: Three 200 watt, 22,000 lumen HPS roadway rpt $6.62 each - $19.86/rnont.h Three existing PGE line poles -------•------•------------- 0.00/month Total Monthly Charge ---•-------------------------- $19.86 PGF will install and sell back to the City the streetlighting equipment. We would bill you for the actual cost of the equipment and labor for Installing. The total upfront cost would be $799.72. ,John, if this proposal meets with your approval , please return a sinned copy as authorization for installation. 4/z9 Sincerely, � nrtC[LL irV �tV.`V.,� v i m Ryan Service & Design Consultant ��,1 .JCF-• (� Western Re1;1on JSR:k9hlOA11 Q — Z`j ' Date of Approvals tSignaturek Enclosure Bill Code 46156 Option B Date Completed ySignature W-Arm Owision 14655 SW Old Scholls Ferry Road—Beavehon.Oregon 97007 643 5`15.1 .d 1 I 40prYRmrC41mv 10,4 rtAy( C)qaoff SAre r 0 dp ft 1 n '/ .000� �•... .�•- _ ••e--fir I 1 00 I •� 1 ••• - •• •r.0d ' / 1 / I 1 ` I J7rririnllr w*o11wo� I I ' •• 1 1 , / r 1 � 1 I • , 1 peo oo% O mnPW ; -- - - - - - �A _ - i o • po O • o . T 14 . Q v Q o p p . O • o e p 1 i ' / Aial L M !!V..mw 440 .Jr�4•ff.. M.of ' � n - 110.N "• ♦ � • !-!/�•-O �+�� MIdK r S.JII JI/ JI/•/., d./.N C=%VWC7N TD AM ANYW r-1/10 � aw.R. I 00, , A.44 JV-40•I.. 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SZ bZ EZ ZZ IZ OZ 61 911 LI 91 91 b1 EI ZI If 01 6 9 L 9 S� b /" E Z 101,• ,1!II•IIIIII III loll II1UTAll I 11111IIIIHIIIIII11tI111IIIUI1nnht1111111!uulitltlIIIII lIII11I1111Itill Iit1111111I111111111I1111I11III ifitluj1";It"Id I!IIIoff IIli III IIIIII11diIIII1IIAIIIlII111I1111I1111�UIlIuIIIIIIIIIUlII111IIli lIIWll�Wliltlllll�llllltllllUIIIIIIIIIIIIIIWIIIH r� MARCH 30 19 9112 -��AkOI� SiF4'C�o�l APAiZ;MEATS / �2Z9YK-�S � L_JPOOL �D.SOS� P.S�S'7 P.SIH6 P.51'1'1 bccnn P.Col.o P.Cot A P.CDO � S. o21i S.- S -- / S\fl OWMA bfkkorh Sr 1-1DGW HPS / F t`I.TV?1L-. / Q>I ' J Y.1iS1�1.�. \' Z t7 CAI >•I1�S ��. P -roQE- VuITIA 8 unAST SUN ort �.ALI� A�Lt.. 2 n157A�.L. \90' - i- Io A L T1l f„ r. Slyl . N Clrr of �1LeAYLD 2�asrALL A1A, SELL 3 Sn E.V-1 LIOAIS C11-3SC. SLIAMOLL :�\3 AZ BILL Cc&L Sob W �Zlo3 ft- e L G - 3°l I W. B. WELLS AND ASSOCI, IS, INC. LETT[[ ; (OF TURS0MOVUL 4230 N.E. Fremont St. PORTLAND. OREGON 97213 REC,r; !r r ` \ JJ 284-5896 TO WE ARE SENDING YOU CJ Attached ❑ Under separate cover via the following Items: ❑ Shop drawings ❑ Prints Plans ❑ Samples CI Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION ----- THESE ARE TRANSMITTED as checked below: .'�For approval [3 Approved as submitted ❑ Resubmit—_copies for approval ❑ For your use O Approved as noted ❑ Submit .copies for distribution ❑ As requested ❑ Returned for corrections ] Return --.corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19._- ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS-- _ I C�'-� l S_._L�LS� �.�—�T,_► .+.'ru --- - iai& "240 --- _�r✓��-%�`�L�clf�, T /,fit sfl .�_ crr►�+,rc.,� COPY TO SIGNED: M0I01C11161 (QW Ytbla ft 01411 If encloeUlee are not as noted, kindly notify u[ at once +—_ Uj IC < Wui CL 1 4 U, Lj r CL -+ i 1-1 M rl (J Z t.< W 41 LJ Id LJ L 41.00-4 Q 1-4 w I I H Cl .4 U < .04 C2 Ll LL LL (LI L L T D (13 _x U 0 lu C fL • 2 Cl ri CJ LU LQ < 13) J A LD I.Li J Ij W LU < 1LLJ Ll L • 0 u L C, LO 0 LL. LLI + C. 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C) L_ { �c LTJ ■ 4-'1 ►.� 'J t..J C? �Ic CO Q 4:C %c I ;k :k I i ■ %: r.� 0 Ij1 l.}4.1 1 ' j i j sic I . oic '• I I I , I O I CL I J � i I i � XO ,� LU _ 4 7 w w Ll U) .7 14 J,fj k4 I1 I I I I i1 ccs — CITY OF TIGA RD February 22, 1988 OREGON W.B. Wells & Associate: , Inc. 42.30 N.E. Fremont St- Portland, OR 97213 RE: S.W. North Dakota Street Dear Mr. Schleining: Attached please find one public improvement construction plan; said plan having been provided to the City for preliminary review. Our comments are noted thereon. Please make all necessary revisions and, then, submit five sets to this office to commence the "formal" circulation and final review process. Also, please submit one construction cost estimate stamped by the project engineer. Also attached hereto, please find a handout which further describes the aforsaid circulation and review process. Sincerely, John Hagman Engineering Technician 13125 SW Hall Blvd.,F.O.Box 23397,Tlgord,Oregon 97223 (503)639-4171 -- -- --� W D. WELLS AND ASSOCI TS, INC. UEUTE- OO F UMIR 1 MILYMU[L, 4230 N.E. Fremont Si. PORTLAND, OREGOIN 97213 DATE �Z— Z. /�f'-� JO• NO ///��^ .fir (5j0'3) 284-58416 ATTENTION �l/'�C � ',-QOV ` � � � ��'v��" -I✓✓lDY'i)JCI.�t,o .'� �{�`1� --- WE ARE SENDING YOUlX<Attached ❑ Under separate cover via -_-_____ the following items: ❑ Shop drawings I I Prints —1-1yoans ❑ Samples I I Specifications ❑ Copy of letter IJ Change order COPIES DATE NO. )� DESCRIPTION THESE ARE TRANSMITTED as checked below: . For approval I Approved as submitted Resubmit copies for approval ❑ For your use Approved as noted Submit_ copies for distribution ❑ As requested f J Returned for corrections i Return __ corrected prints ❑ For review and comment ❑ - ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS 1tf i 1 i E Lt Lt ZA _ ---.- COPY TO .-_ / SIGNED: V pa mlrm[Rm7w ai het 0147, it enclosures are not as noted, kindly notify us at once. TO G,�u.7A.u21- /Oo- y,�,�4md hi-c� i+.c�ca�+•+� ,�+�z�-e�..�i..-�,' /S7 � S Lac r,e N '�4 c•G�L/�•+ (1'/ C< I+�'�' 0.4�Q, to rsz/ Q,lG vas t/�c� ox�y .4 0104" d -e,. ``nl- 6. 3 �. Division of State Lands « r« ^^ 1600 STATE STREET SALEM,OREGON 97310 PHONE (503) 378-3805 January 11, 1988 OREGON STATE LAND BOARD N(IIL GOLDSCHMIDI Charles Harris Governor 831.5 S.G. Stark St. 9%R9ARA ROBERTS Portland, OR 97216 Secretaly of State ANTHONY MEEKER Re: FP 4786 (Fanno Creek - Pedestrian Path) State Treasurer Dear Mr . Harris: This letter regards Fill Permit No. 4786 to place a bicycle/pedestrian path across a wetland adjoining Fanno Creek . Since the project was reduced in scope from 1.20 cubic yards to 25 cubic yards of material to be filled and removed, the state no longer has a permit requirement for this project. A state removal/fill permit is required only if 50 cubic yards or more of material. is removed, filled or altered within waters of this state. Please contact our office if you need further assistance. Sincerely, _ William L. Parks Staff Biologist WLP/baw 1522f cc: Corps of Engineers Oregon Dept. of Fish and Wildlife Bradley S. Schleining , W.B. Wells and Associates November 9, 1987 Mr. Brad Schl.eining �IT TI6 W.B. Wel -9 h Associates 4230 N.E. Fremont OREGON Portland, OR 97213 RE: Spectrum Properties Apartments 1101-89 S.W. North Dakota Dear Mr. Schleining: A plan review has been conducted on the subject prefect by the Engineering Division. I have prepared the following comments in regard to issues outlined in the SDR 87-20 which remain to be addressed on the plans. These issues have no direct bearing on the site grading, therefore, the site grading has been approved according to the conditions in a letter from Brad Roast, City of Tigard Building Official. The following conditions must be addressed prior to any additional work on the property: 1) The half-street improvements will be required to be constructed prior to the occupancy of the site. The design of these improvements will. require the Ci.ty's Engineering Division approval. 2) A pavement section detail is required for the parkng lot, pathway and half-street improvements. 3) Tigard Water. District approval. of the water service and connection details. 4) The apartments are required to have a pathway connection to the pathway along Fanno Creek. 5) Site lighting Is required. 6) Roof drain connections are required. 7) The areas adjacent to the pathway must be graded and revegetated to facilitate mowing and vehicle access. If you have any questions please call me at 639-4171. S&rnnspo GP.F ion gineer hr/1759D 13125 SW Hall Blvd.,P.O.Box 23397,Tlgard,Oregon 97223 (503)639-41"/1 ---- CITYOF MAP& OREGON November 6, 1987 Mr. Brad Schleining W.H. Wells b Ansociates 4230 NE Fremont Portland, OR 97213 RF: Spectrum Properties Apartments - 11001-89 SW North Dakota Dear Mr. Schleining: A plan review has been conducted for the site work at the above-referenced project. The following shall apply: 1. Dust control shall be provided as necessary. 2. Streets shall be kept clear of dirt and debris. 3. No work shall commence before 7 AM or continue after 9 PM. 4. The 100 year floodplain shall be clearly marked prior to any other work commencing (as required by SDR 67-20, Item V) . 5. Site drawings by W.H. Wells & Associates do not match those of architect Tod DeKanter for building size and location. it is my understanding that the site plan by W.A. Wells h Associates take precedence. h. No work shall take place within the 100 year floodplain without applica: 'e permits from the US Army Corps of Engineers. 7. A minimum 12 inch pipe shall be provided for stormwater under the bike path (as required by the City RnginPerine Division) . If' you have any questions, nlease call 639-4171. Sincerely, Brad Roast Building Official sh/1709D 13125 SW Hall Blvd ,P.O Box 23397 Tigard,Oregon 97223 (503)639-4171 - -- — ------ -- - C.11Y 01 TIGARD NOTICE- OF DECISION SDR 87-20 SPECTRUM PROPERTIES APPLICATION: Request. by Spectrum Properties (Charles Harris, applicant) to construct a 40 unit apartment complex on approximately 7, 7 acres zoned R •12 (Medium Density Residential , 12 units per acre) . The parcel is located at 11001 through 11089 SW North Dakota Street (WCTM 1S1 34DA, Tax Lot 100). 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 bused his decision are as noted below. A. FINDING OF FACT 1 . Background The parcel was previously subject to Planning Commission review an July 5 and August 19; 1986. Requesteo was a zone change from R-12 to R-12 PD (ZC 7-86); subdivision and planned development approval for 16 lots ranging from 5000 to 7,000 square feet and a common open area (S 12-86, PD 4--86) ; and sensitive lands r-;%view to allow installation of a sewer line and street: improvements within t:he 100 year floodplain (SL 7--86) • The requests were approved subject to conditions , Approval was final on September 9, 1986. Because construction of the approved plan was riot begun within one year, the approval expired on September 9, 1987, 2. Vicinity Information Properties to the north and east on the opposite side of Fanno Creek are zoned I-P (Industrial Park) and are partially developed. The property immediately to the west is developed with duplexes and -zoned R-12. Windsor Place Subdivision (formerly Rosebud Subdivision) which is zoned R-7 (PD) (Residential, 7 units/acre, Planned Development) is located to the northwest, A small acreage homesite zoned R-12 is on the south side of North Dakota Street. 3 . Site Information and Proposal Description The 7. 7 acre property is presently undeveloped. Approximately 5.1) acres lie within the 100 year floodplain of Fanno Creek . The proposed 5 building, 40 unit apartment complex would be located on 2.2 acres in the southwestern portion of the parcel above_ the 100 year, floodplain. Access to the parcel is from SW North Dakota st met :: ir+r � „I lvi I or street . A 20 foot: wide bridge convoys t.ral I i. the 0,40 kind of the applicant's property . NOTICE OF DECISION - SDR 87-20 - SPECTRUM PROPERTIES PAGt 1 4 . Agency and NPO Comments The Engineering Division reviewed the proposal and made the following comments : a. The City Master Drainage Plan recommends replacement of the North Dakota Street bridge and major channel improvements nearby . the City hat, applied for financial assistance to replace the bridge Since the elevation of the new bridge will be higher than tho existing bridge, it will not be practical to require half—street improvements along the entire street frontage to Fanno Creek . The eastern extent of the necessary street improvements should be determined during review of the street design, b. Unified Sewerage Agency' s Fanno Creek interceptor sewer traverses the site from north to south, The interceptor is located within the 100 year floodplain. The applicant proposes to connect the project' s sanitary sewerage system to the interceptor within the floodplain. The applicant also proposes to perform storm drainage work in the floodplain. Permits may be necessary for work in the floodplain from the US Army Corps of Engineers and the Division of State Lands . C. The adjacent parcels west of the proposed development include a tract (TL 3800) designated "for storm drain purposes" on the plat map. Drainage from this parcel to Fanno Creek must be maintained. In addition, other parcels in this area may or may not be connected to sanitary sewers . An easement through the applicant' s parcel to the Fanno Creek interceptor may be necessary to permit future servicing. The Parks Departnernt reviewed the proposal and made the following comment: a. The area to be dedicated to the City as open space should be graded as necessary (as allowable by federal and state permit requirements) to facilitate mowing and vehicle access. Washington County fire District No. 1 made the following comments : a. Hydrants must be located so that no part of the proposed structures is greater than 250 feet from a hydrant. Tigard Water District made the following comments : a. A fire hydrant is necessary at the entrance to the development . b. Water service lines should be looped and interconnected usinq differ-ont meters . Motor arrangom±nt and siie recommended is a 1 . ') inch meter for building 1 ; it 2 inch mete- for buildings 7 W16 3; and a 2 inch motor for buildings 4 ani S. NOTICE OF DECISION — SDR 87-20 — SPECTRUM PROPERTIES — PAGE 2 'The City of 'Tigard 9uilding Division, General Telephone, PGE, and Lhe Tigard School District reviewed the proposal and had no objections . No comment was received from NPO V. No other, comments were received, 0. ANAI-Y!,IS AND CONCLUSION 1 . DensityCom utation Section 18.92 of the Community Development Code (CDC) specifies methods for determining allowable residential density for a development.. The applicable COC provisions for the subject site require a determination of net development area by subtracting land within the 100 year floodplain (5.5 a. ) and land provided for pr•ivat,. streets arid right-of-way dedication (0.2 a. ) from the gross silt, acreage (7.7 a. ) and dividing the remainder by the minimum parcel size for the zone (3,050 square feet or .07 acre) . That calculation provides an allowable number of dwelling units on the developable portion of the site of 29 units. In addition, the CDC allows for a residential density transfer from the non--developable acreage within the floodplain to the developable portion of the site. The number of units allowed to be transferred is limited to 25 percent of the number- of units whicii could have been built on the floodplain area if riot for the CCC's restrictions on development (0.25 x (5.5 acre x 12 units/acre) = 16.5 units) . This total is added to the allowable units on the developable portion of the parcel to provide the opportunity to build 46 units on the site. The applicant' s proposal to construct 40 units on the site is within the allowable limit . 2 . Parkin( The required number of parking spaces for this development is 1 .5 spaces per unit including one covered space per unit. The site development provides 28 uncovered parking spaces and 44 covered spaces . The plan satisfies the parking requirements . Chapter 18 . 106 of the CDC specifies that parking areas containing more than five required spaces shall provide one handicapped parking space for every 50 standard parking spaces. In accordance with applicable state and federal standards, designated handicapped parking spaces must be at. least 12 feet wide and 18 feet long. The applicant mu..tt provide at least two appropriately sized handicapped parking spacpt+ to meet, thpsv requirements . In addition, the development. plan does riot doscribv plani for parking lot and pathway lighting as required. Thoge items must be provided for in a revised development. plan. 3 Access and Egress st'r'ess/pgrOss will occur from SW North fl,�krtt t f;t r ert a i.a .+ an t,.,,1 wide driveway. The visual clearance arca For tho intersection I., advqu'ai p A ten foot wide right.--of wov dvdical ion alum, wi i h half !:1 root improvements on SW North Dakota !,1 r ovi i ins orpural rd i n Lho silo plan. NOTICE Of' DECISION - SDR 87-20 - SPECTRUM PROPERTIES - PAGE 3 4. Landscaping and Screening The landscaping plan submitted is adequate to meet the 20 percent landscaping coverage requirement specified in Section 18. 12.0 of the CDC. The plan combines a variety of trees and shrubs to screen the buildings from each other- arid from SW Nor•t-h Dakota Street. Four- maple trees and various shrubs provide a buffer- between the western most building and the adjacent. duplexes . Adequate numbers of street arid parking lot trees ar-e provided. Several mature trees of varied species exist in one small area of the developable portion of the site. The development plan calls for removal of these trees. 5. Wetlands/Floodplains/Public and Private O ep n Space The proposed placement of buildings is just outside of the 100 year floodplain of Vanno Creek and away from wetlands and areas of seasonal high water- on the site. Construction activities will need to avoid these areas. Necessary permits from federal and state agencies will need to be acquired prior• to construction. Dedication of the majority of the parcel to the City as a greenway along Fanno Creek is proposed. An eight foot wide asphalt bicycle/pedestrian path would be constructed in the greenway to connect with an existing path from the northwest. The present developmunt plan does not include a path connecting the development's sidewalks and parking areas with this path. This should be done as part of site development. Adequate open space is provided by the greenway, landscaped areas, and a swimming pool. Private outdoor space is provided for each unit by a deck or balcony , 6. Other Approval Standards The proposal conforms with CDC standards for building height, setbacks, and relationship with the physical env ir•onmcrrt. The proposed use, multiple family dwellings, is a permitted use in the R-12 zone. C. DECISION 1 . UNLESS OTHERWISE NOTFD Al I CONDI T IONS :KAL I tit M1 I PRIOR To .ISSunNC L OF RUILDING PERMIT!, 2. Standard half--street improvements including sidewalks, curbs, streetlights, stor-m drainage, and utilities shall be installed along the SW North Dakota Street frontage. Said improvements shall be built. to City minor collector street standards and confor,n► to the aliyr:;,,•,,r of the existing cont.or•line . Further, the applicant ' s engineer sh,+ll provide .in ,x i :t rrny c►•rrl or l ine arid future drsign conLor'I ino prof i le for a minimum of .300 feet r,+ch way beyonc the appIJ( atit ' s p,rrrcel alurr3 SW North Dakota Street. for Iin.+l determination of the oxtent oI' installation of half-street improvements. Criteria fur the final design profile shall include u I t imate chor-d Nlevral.ioII fr,r Ill-, SW North nakota Dredge as specified in 1he City ' ,.; Mastor- Drairrat7e Pl,+r NOTICE OF DECISION - SDR 87-20 - SPECTRUM PROPERTIES - PAGE 4 3. Additional right--of—way shall be dedicated to the public along the SW North Dakota Stroet frontage to increase the right—of—way to 30 feet from centerline. The description for said dedication shall bit tied to the existing right—of—way conterline as established by Washington County. The dedication shall be on City forms and approved by the Engineering Section. 4. Seven (7) sets of plan profile public improvement cons tr•ucLion plans, a site grading plan, and one (1) itemized construction cost estimate, stamped by a registered professional civil engineer, detailing all proposed public improvements shall be submiLt:ed to the Engineering Section. 5. Sanitary sewer and storm sewer plan profile dti.<+its ,hall be provided as part of the public improvement plan arid building improvement plan. G. Construction of proposed public improvements shall not commence until after the Engineering Section has issued approved public impr•ovemont plans. The Section will require posting of a 100 percent performanct, bond, the payment of a permit fee, and a sign in•Itallation/streetlight. fee. Also, the execution of a construction compliance agreement shall occur prior to, or concurrently with, the issuant-e of approved public improvement plans. A HANDOUT IS AVAILABLE FROM THE ENGINEERING SECTION GIVING MORE SPECIFIC INFORMATION RGARDING FEE SCHEDULES, BONDING, AND AGREEMENTS. 7. The applicant's engineer/surveyor shall locate and clearly mark the 100 year floodplain prix to actual construction commencement. Said markers shall be maintained throughout the period of construction activity. 8, The lands within the 100 year floodplain shall be dedicated as gr•eenway .. 9. An eight foot wide paved pathway shall be installed by tilt., applicant through the greenway as proposed except that it shall be located at as- high shigh an elevation as practical . The location shall be ;approved by t hc, Planning Director. Areas adjacent- to the pathways must be grad.od arid revegetated to facilitate mowing and vehicle access. 10. No work shall occur within the 100 year floodplain between October 1 arid April 30th, unless specifically authorized in writing by the Engineering Division. A revised site grading plan illust-r•at.ing existing arid proposed contours shall be pr•ovidod to the City foo review as part of the public improvement drawings . Necessary fedor•a.l and state permits for construction and grading must be obtained prior to commoncing construction. 11 A rovisod site plan is necessary exhibitinq plans for sitr lightint,i. font i ng, handicapped parking spaces, signs, and a pat hwAy t-t)nnoc•t i nq Lfa it ,tit,pintnt. witit tiill tilt, �I? ,,rt),.1,,, Ap(.,YtiUtf of tiw rt!v) st!d iii plall silall ins Iho fi+:.(unt;11.)I11iV ,,f ' elanninq Dir•ectt)r. Fencing and sign pormiis m(.lsi bt t)l.)tainrd pl, it,r this' r ct)nstruction. NOTICE OF DECISION — SDR 87-20 — SPECTRUM PROPERTIES — PAGE b 17. . All buildings shall be connected to the public sanitary sewerage system. Connection permits are required. 13 . Applicant shall provide access, in the form of a public oasement, to the public sanitary sewer system and to Fanno Creek for parcels lying west of the applicant' s silo ur shall provide evidence that the parcels are served or otherwise will have access to the public. system, 1.4. The applicant must satisfy the fire pratect:ion requirements of Washington County Fire District No. 1 . 15. The landscaping materials shown on the submitted landscaping plan shall be installed prior to occupancy. 16. This approval is valid if exercised within one year of the final decision date noted below. 1). PROCEDURE 1 . Notice: Notice was published in the newspaper, posted at City Hall and mailed to: _ XX the applicant 6 owners XX Owners of record within the required distance XX The affected Neighborhood Planning Organization XX__ Affected governmental agencies 2 . Final Decision: THE DECISION SHALL BE FINAL ON October 12, 1987 UNLESS AN APPEAL IS FII.ED. ^� 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 bp filed with the CITY RECORDER within 10 days after notice is given and sent. The deadline for filing of an appeal is 3:30 P.M. October 12, 198 4. Questions: If you have any questions, please call the City of Tigard Planning Department, Tigard City Hall , 1312.1.1 SW Hall Blvd. , PO Box 23397, Tigard, Oregon 972.23 , 639--4171 . 45—ARI I li JorOff lint. Plamlor. D 1E William A. Monahan, Dir to r of Comm(inity Dovelopment -- 0ATF-A6rROVf1) I I I,LF �{t}} _ t ASH rE rT_T"I-TT-TT-1 , ---r77- •inm��r. nv nrr'� • rnq _ S11t) n7-7() -F;l3P("P1RIIM VRt7PFRT19S - PACF 0 0 � _ CITY OF TIGARD, OREGON CIANING DEPT. TIGARD PN BILE VELOPM N_T__A VE W APPLICATIO'J CITY OF TIGARD, 1.3125 SW Hall, PO Box 23397 Tigard, Oregon 97223- (503) 639-4171 FOR STAFF USE ONLY CASE NO. OTHER CASE NO'S: - — RECEIPT NO. ,25L6J_` 4""' APPLICATION ACCEPTED BY: ; - DATE: 1. GENF2 AL INFORMATION Application el-ements submitted: PROPER Y ADDRESS/LOCATIOV S.W. North Dakota St. _v ) Application form (1) of Tiedeman Rd.) V /B) Owner's signature/written TAX MAP AND TAX LOT NO. 1S 1 34 DA authorization �►A t � ¢aR rN1c( Tax Lot 100 (C) Title transfer instrument (1) SITE SIZE _ _7 Acres (*) (�I (D) Assessor's mapPROPERTY OWNER/DF,ED HOLDER* (E) Plot plan (pre-app checklist) ADDRESS • PHONE � �/(F) Applicant's statement CITY _ ZIP (pre-app checklist) APPLICANT* _Charles B. Harris _ ,/ �'(G) List of property owners and ADDRESS 8315 S.E. Stark St. PRONE 252-1478 addresses withi 250 feet (1) CITY Portland, Oregon ZIP 97216 /(H) Filing fee (s .. ) *When the owner and the applicant are different People, the applicant must be the purchaser of record or a leasers in nosseasion with written authorization DATE DETERMINED rO BE COMPLETE: from the owner or an agent of the owner with written authorization. The owner(s) must sign this application in the space provided on page two or FINAL DECISION DEADL.INE:_ submit a written authorization with this application. 2. PROPOSAL SUMMARY COMP. PLAN/ZONE DESIGNATION: � � The owners of record of the subject property �— request site development review approval to N.J. Number: Allow __a 40_urLit multi-fam y—development Approval Date: _ -apartments— Final Approval Date: Planning Engineering 0.524P/13P Rev'd 5/87 CERTIFICATE OF COMPLIANCE RE: This is to certify (in accordance with T:M.C. 17.08.010(6) , T.M.C. 17.09. 120, and T.M.C. 17.09. 160) to the City of Tigard, Oregon, that the following item(s) have been installed in compliance with the City's street dedication improvement standards and specifications ; and that the following items are complete in accord with the approved plans, special specifications and conditicns, as approved by the City, relative to the aforesaid project , to wit : (Project Engineer's Initials) I . Sanitary Sewer System 2. Storm Sewer System 3. General Utility Systems : Domestic Water Electric Power Gas Telephone Cable T.V. Streetl.ighting 4. Street System: Subgrade Base Surfacing. . .Base Lift Final Lift -- Sidewalks Aprons 5 Ramps Curb `i. Moriumentation System Certified this day of 198 By: (Project Engineer Firm: I (0133S) / v 210.10 SIDEWALKS 7,Sc��s e_f�'f- The following specifies the requirements for sidewalks: 14�� , sl�..�y.. ��:.• Sidewalks shall be constructed according to S`andard Orawfng� "1 5' x,-� X, The location and width of the sidewalks shall �e as required by the land development review and the sidewalk ordinance. Where clustered mailboxes or other objects larger than single mailboxes are within a sidewalk, the walk shall be widened to provide clearance equal to the required sidewalk width. In the instances where it is required to install sidewalks4ind a permanent sidewalk cannot be constructed or standards met, a teryorary walkway may be constructed. The temporary sidewalk may consist of a asphaltic concrete or portland cement concrete to a width, location and structure approved by the Road Engineer. 210.11 BIKEWAYS / The need for bikeways shall be determined by the County based on the Washington County Transportation Plan. Bikeway facilities shall meet the requirements of this document and the American Association of State Highway and Transportation Officials publication, Guide for Development of New Bicycle Facilities, as amended and adopted by t eTi Oregon Department of Transportation. SOURCE REFERENCE 11. A bikeway may be constructed adjacent to the curb within thh pavement. area. Structural sections of bikeway facilities on streets shall conform to that of the street or be integral with the curb. Bikeway facilities off street (Standard Drawing CS-301) shall be constructed over a sterilized, (if covered by asphalt concrete) compacted subgrade with one of the following structures.- ��'fiur (4) inches of asphalt concrete (full depth) , or ,rr� �ect` Three (3) inches of asphalt concrete with four (4) inches of three-quarter inch (3/4) minus rock base, or M'- e I•'• Four (4) inches of portland cement concrete with two incheF (2) of �^ V11"c'0111 three-quarter inch (3/4) minus rock base. �'. Design standards regarding horizontal alignment, grade, sight distance, intersections, signing, marking, structures, drainage and lighting JV shall conform to the AASITO standards. When bikeway! are integrated w;th a curb all inlet grates shall be designed to protect the bicyclist from the grate or opening. 210. 12 RAISED MEDIANS The following specifies th,e minimum requirements for raised medians: Raised medians are allowed on certain streets as defined in the Washington County Transportation Plan. Where raised medians are allowed, the following criteria must be met. - 31 - sage �lNf fz , 0 _... e %oy m ' I INNS .Somebodt,bad to build a better value Corporate Office• i 8315 S Stark ChArles Dustin Portland,OR 97218 Controller 5U3-252-1478 L l 2" CLASS „C„AG 1"1/2 "0" CRUSHED ROC rI-.—} – PEDESTRIAN PATH CROSS SECTION NOTES N-TS. 1) SEE END SIDEWALK CURB 2) SEE STA 2 +89 53 3) SFc' 4) SEE V h O M M Q CO 6 z CURB RE"I a v � v SCALE H, V 'fit Itl M S14; FININ(; ProsrrlmY w4b A WINi� AND ASSOCIATES' INC. ENGINEERS SIURYErORS�, ENGINEERS CONSTRUCTION ESTIMATE ITEM QUANTITY UNIT PRICE APPROX . TOTAL I . EXCAVATION 73.3+ C.Y. 6.00 1 .039.80 II. BASE ROCK 232 S.Y. 6.50 1 .508.00 1211-2" -0 III. LEVELING COURSE 232 S.Y. 2. 75 638.00 3"-3/4"-0 IV. A.C. 232 S. Y. 8.50 1 ,972.00 2" CLASS B.2" CLASS C V. OVERLAY TO CENTERLINE 168 S.Y. 3.00 504.00 1-1/7"-0+ CLASS C VI . CURB & GUTTER 200 L.F. 6.00 1 .200.00 VII. CONCRETE SIDEWALK 1000 S.F. 2.25 2.250.00 5 ' CONCRETE W/2" 3/4"-0 VIII. RECONSTRUCT 4 ' SHOULDER L.S. ---- 800.00 IX. MOBILIZATION & TRAFFIC L.S. ---- 750.00 CONTROL TOTAL $10,661.80 �3� S'�-?2E:E'TL.IC�►ttS . . (.K'; 9tx�, an -rt7T'A 1 PROFfi IN'tt o 12,9 �- ��11 >�Vv�eer> b� / ✓, EGO 61 X41 \ °�f► s.scN`�` 4230 N.E. FREMONT STREET PORTLAND, OREGON 97213 PHONE 284-5896 PAGE 2 ENGINEERS ESTIMATE CONT. S.W. NORTH DAKOTA QUANTITIES EXCAVATION STA. CUT (S.F. ) FILL(S.F. ) CUT(C.Y. ) CUT (C.Y. ) 0+00 O O 0+25 27.5 12.7.3 0+50 29.8 26.5 0+75 19.3 22.7 1+00 24.8 1.7 20.4 0.8 1+25 33.5 1.9 27.0 1 .7 1+50 23.9 0.5 26.6 1. 1 1+75 18.8 0.7 19.8 0.6 2+00 19.3 O 17.6 0.3 173.3 C.Y. 4.5 C.Y. BASE RUCK 2"-0 & 314"-0 FROM X-SECTIONS 232 A.C. 18(200) /9400 S.Y. --232 168 S.Y. FEATHER OVERLAY wj 12.9 t t i APPLICATION - STREET IMPRu.,EMENT/EXCAVATION COPY TO. (WIII Tr)•r ILE ORDINANCE NO 74.14f (Yr I.LOW)•INSP. 3 (PINK)•01 HE R AGENCY DC (INSTRUCTIONS ON SEPARATE SHEET) fill AP I4 nPI ICANT APPROVED APPLICATION NO.: NOT APPROVED ( ( I 1 ( )I 11(, VIZI), ORFIGON FEL AMT S PENDING; FEE PMT. [) (.I I N IIAI'll, RECEIPT NO. PENDING SECURITY PUBLIC WORKS DEPARTMENT HY .. DATE- I _ - - - - - - - - - - - - - - PENDING AGENCY OK'' ❑ Application:md Progress Record MAINTENANCE BOND * FOR STREET IMPROVEMENT/EXCAVATION AS RLQUIREU K PENDING INFORMATION ❑ ANNUAL 12 PENDING VARIANCE n EXPIRATION DATE; nne-•►��+� PERMIT NO.: DATE ISSUED: -__ _L _ 1 _ BY ( 1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL —STREM 6 STORM S�13AI1yA�E_..._ IMPROVFIIENTS AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS APPLICANT Charles B. Harrig_ !. 8315 S-,.E,_S.tarkPrtland, OR __9J216 -__252-1478 NAME ADDRESS CITY ��HONE CONTRACTOR - NAME - -- - -- --- ADDRESS --- -- CITY OIIONE PLANS BY W•B.Well$ & Assoc.-Inc. _ -42 Q�1 B_,Frem� it. St. _Portland,__OR__97213 284-589F NAMF ADDRESS ` CITY NOTIE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S L� Va,,Lso �OLLARS (2) EXCAVATION DATA: 004 XfPice USE ` I 004 s- 1�LS(Ie� s _ '+ �+r[ STREET _ DESCRIPTION PROGRESS & INSPECTION STATUS _ NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY -_--- - TYPE LENGTH WIDTH DEPTH ITEM A QUANTITY v- STREET - — - --- --- — ---- ,g P E I+r D ---— -- INSPEC- __ R TION S.W. Nort Dakota St. (sep attached plan) _ EU ESTIMATED STREET OPENING DATE: -- E_ __L _�_ S -- ESTIMATED STREET CLOSING BATE _f _ , _ IS _ D 11 11 ISO O STREET -- (3) SECURITY NO. SECURITY AMT.: $ _ • CLOSED SURETY CO.: _ _ _ FINAL CERTIFIED CHECK _ CASH U EIONb INSPEC. `• Ohl t (4) PLOT PLAN INDICAIE SITE PERTINENT PHYSICAL _ f SPECIAL PROVISIONS/ CONDITIONS: FEATURES. EXCAVATION LOCATION AND EXTENT 1) Call City Ins ctor (Mr. Mike R To Greenbyrg d. — Mills #639-4171) riot to com- mencing work. Work Area ,RA XXK' 1 I , 2) All conditions of SDR 87- XXXxXx20 __ __ _1x_�_xxxxX�xx� —shall be adheared to; this permit � .. _�.1 _ _ , � 1. _ _ XXXX .:XXXXXXXX provides for work in S.W. North Dakota Street only 3) Streetlight energy_S Main ^nce (2yr. ) fee is $5'Op. ® , ,II ad- 0 dition to the perm'.t fee noted (`J) NOTE 1HE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WH '-E RIGHT OF-WAY JURISDICTION ,.; THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THL 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 CMPLOYFCS AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. API'l It.ANTS SIGNATURE .�,_ DATE FRAME AND GRATE SEE DETAIL _- CURB 1 I I _-- ?4" MAX. PIPE MAX. PIPE PLAN VIEW 4"t 12.1 LONG ABS WEEP DRAIN AT SUB - GRADE NO --RMAL PVM'T. SLOPE r � • 1 i . V 111'- I145— . ;•ni . IIM f O �nb VIM IMr �114i I I � I • �' Q I 2 2 C ELEVATION END SECTION CONCRETE TO BE 3000 PSI 28 DAYS 6 SACK Mix R(V7S1(,NS pAl[ NAM( CITY OF TIGARD OVERSIZE CATCH BASIN ♦1111(Ir1 f (1.11 011•w.r1. 4( By-A - 314 z L) -, Q W r 1- W U Q w W W 1 F- Y a2 c) �� U U N )•. 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