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SWANSON'S GLEN NO. 2 SUBDIVISION II f 1 i sl ' T tax 0 vEc E CaP POP erry CO T C - -11{ - -- - - -+ w' ` -- r ` + ' �GARD TION 1 / , ----��.i sv,a,un 1 I I �_lec low .ba."w, m1a. CA Au �^ -- -- c\11 ° 40swi iAS T 17F T ff 11. f4 P, f3 C) v f4 4 IWAl' 1�11 G T � GN CO x SP pp�M esu..- L : .w LL , , •r •d��,ra� � ..�„r..w,+ ql•• 3 5 .crw.,� w t VICINITY MAP SITE PHASE 1 0 & II , 1 I I 44 43 78 95 I 1 45 42 \58 38 54 \32 31 30 29 28 27 26 23 24 73 78 77 79 94 1 67 -- 3:3 - I � 53 46 41 _ _ — _ BO 93 Q I `a Q �5.a2 47 40 3'� 8192 2122 Q 23 74 73 O "-�� 51 SO 49 46 39 38 37, 16 35 I 20 64 82 $01 78 83 40 I I I --'� 52 66- 71 64 89 1® 1 81 87 7005 A9 1 2 1 3 4 5 6 7 6 9 10 11 12113 14 13 18 17 - p g0 - 89 69 86 07 \ \ PHASE 1 i PHASE 2 SII . I 3 U) • PROPER " I SHEET INDEX - 1ES CORP OWNER DEVELOPER . I I . COVER SHEET 2700 N W . 185TH AVENUE SUITE 2014 2 . SITE /GRADING PLAN a CONSTRUCTION NOTES - 3 . STREET /STORM PLAN a STREET PROFILES PORTLAND , OREGON 97229 P ! -, . ( 503 ) 684-15606 4 . STREET PROFILES 5 . STORM DRAIN PROFILES 6 , SANITARY!WATER PLAN 8 INTERSECTION DETAILS' 7 . SANITARY SEWER PROFILES GINEER : ALPHA ENGINEERING IN B . INTERSECTION DETAILS 9 . MISCELLANEOUS DETAILS 1750 S . W . SKYLINE BLVD . PORTLAND , OREGON 97221 PHONE : 297 -- 1458 PROJECT NO . 1345 SWANSON ' S GLEN N0 . 2 SWANSONS GLEN �._.......�._.�� ,_ _ PHASE I & V „ ' ' � I �' 11 � II' IIIIIf1 � i � I 11 -� � 1. it I it 1 I 11111P ,�.• I IIIIIIrII�iII �iIIIIIIIII1 � rIrIlirlIltilr�rr�11I1rr1trrlrrl -"'"""'..''�!u�--'_ _ � . �._ ,,� - � _ _-.�►. � It � llfllll � lll � � l � ll1III1 � 11 f � , ( I � i �lll � l I � I � I � iIIII � III � III � lllll ) I { I III ( tl S >,1 NOTE: IF THIS MICROFILMED �+�••• I- - 2 3 4 5 6 7 8 9 i o I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICrr-IT IS DUE TO THE QUALITY OF THE ORIGINAL 7RAWING. pE 82 92! Lt 92 SZ UZ EZ ZZ IZ 02 61 81 LI Of II 41 EI z II 01 Is 9 1 Q- I5- _ 1r IE..-- 2 1II--�'��" IHl�lulllulllnllllulllnlll)I�Ittlllll�llllllllll111�11111(g1111t►1(IIt111u1�111UI1�1111111I1�11u(11!1�1111�1111�111111111�1lHI�(IIIIIIIIIIIIIIIIIIIiltrr41n1�llnlull�tnlJtlu�Itubtn�I1H�1YjfN�itt�uullnllllllllluinulllllll��lluu�llllWtl(1►11111u(IUlulu(IIN •�n' JULY 1992 I 4 (� I A h I,oTS To UlAt14 _ _ _ A so/LS (�N<..' f,k' /�,-IC V r ..,4�._.. Bt- TD 5Te� (T XCOff AS NoTto plE�7Y/ASD ,,.E- ST P ' N Ii` M 0 rJ I_w e N T t7 I?F 'A w/9'r ro O Tt l jq:� rf I rl If !`J R''ir.G?'0 If ADNI G I rT C/TY 70 /NSTAC.L S,'GNS : ' A NON RE,M01v57_RA1V:,c A6.PE6-ME/'/17- FOR 417-aR-e ,rlP�t'� • ?E,VT OF 40//R#44014 RIP, /.S /er4l'z� :.OMB/k,4 7,,;7A' STD/'' ..J' ,;''�EEr A/AMg NC "T`'` T - - PHASE t ► PHASE 2 rREET IV"A ME THERE IS A 6' UTILITY EASEMENT ON ALL FRONT LOT LINES Nora: PHASS I TEMP0Q1kRY SPwVYER EASEMEN 'T'S .} To %I VACA`T'E G UVON P"kSS ,"'Z, DEOkC. 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I j J 0 /•--� I\ �° ae.o' ao �/ 01/ / Z 3 I 0 ,r •• 1 "" In / / ! I 0�w �� I , 17 v 0 , / / c, 82 a �� 91 o J m - 11C I ! , / / / 1 3 I 2 i 0 i. ° J ! I M m / 01 m - 0 / I a i ! ! al I j ` lu 62 0 / Q 7 c / v h 7p J N In n to ��Bh 0/ / O m 36 I I j j I \ 0 0 ( - t�l �ilwE p lD I 1 51 .. SO .. 49 .� Ivi 48 - -- �9 38 37 / 1 i 1 20 64.o• 58.2' 64.0' - - - 7- It .. �, hl J � --__-_ --_- N 93.2 93.0 � � 94.0 94.5'_-_ O / O) _ / g �S I o / / / 1 ! jti I 1p' 1 \ 95.0• 1 1 / OD - 80.0 - - 1�6 ,' / // _�i � � o��i - // I A/ (f� v°/ o v II I I 109.0' .I \ o / 00 / 70 0 E., 0 83 00 I 90 0l Q m Z �1 b p / / 1 I _--! o ► rn 63/ M 01 I I I a; rn W I / /o 0 0 3a IBA / ti/ I 1 I 61 v p o Q �� _. I�° I I m 00 l ,(O Z7444NAGE 1 (31 a !-�j } / �j N 51.3 44.0' 44.0' Y 34.5' / 33: 4�0' 55.0' C6 1 p? I v' I I i9 v \ \ a �� T -- Y f86 i / \8 �� SO �1� 1'!IO A 11Z bl 2 ! R. .. 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I J � 64 o. 69 " I 84 �; _i5' 091NA�E j I o° I SW--104AVE. / ! 2 �� // I ` o Q \ \ tuTii.iry Esn�� Q� 148 / 1 / 1g8 i8h/ I I IS Igr,' ,18, t1� iia / i Z �/ i1r l \\ 18 I v ---- to 44.0' i'* 44-0' - 44-0' --44,0'1- 44. 44/.0' 29. 1' 1.�2 �+ - - \ N 93.2' - 94.0' 93.8 --- -- 94.5' hh I - -- / i j l L*36.6 \ \ �� ( - it m _ - �, ,/ I I ' /' 65 00. 68 o n cn 85 k '° 88uj °' 1 aj I I p� _ ui v v v /O' D,eAeNA4 L`, J l > a I I R Q /D'[7RA�N^GE • Wi �g 1 ! 2 '� o ' o / o i o o j o / o /j o o /of / 1� ` c� J Q i° v 1 \ 1 d 3 / Csi✓If ` D _ESM_ r_ 3 v! ., 3 a 4 0 ,5 6 0 7 i o 8 0 9 0 l0/ o f i,/ 0 12 13 / 0 4 o /15 16 �17 ' 1 93.2• -- 03�_ / 90.0' T 9n-s'- - m J �l o o- o 0 1 10 0 / o / o o / o o / / 95 cy) . i \ I / / I m ;1 / o� 66 o, m i 67 � m ��/� Q 86 I 87 • - /f--�-� / ---- �/ 4_ -- / / / / ` �- _... I} JI I v I I I / v 7 v / t Q J S.CC J I ,` \%O \ W 5. U ' 60,' 44.0' 44. i 44.0' ,44.0' 44.0 ' 44.0' 44.0' 44.0' 4 0' /44.0' 44,0 ' 44/ 44.0' ` 70 .10' --� ----- t- -- -� 5.0' 25/ 93.2' // 113. 3' S'O325.6'1 5.0' 4.9 7' 97.5' I 93.5' N. N 00' 12 ' 19"W 1485 . 0 ' r Ex�STi�ha. �'.5J $r - - ri,• k i` u0 1ac:' I !1 c,fS6A?vc ST(iF / I I I ' ^U I \ C `` ` t 12tSF.�,,, S1,r.r � 1 ,rDD✓i(•" �.NO/n.•� / `� �I `�E.� WATERLINES `� A. GENERAL N \� `� 0 ^� �� N v �D - - (�� lbe r,e L�.'c , ..�) ��,•r� 1) ALL STREETS AND STORM SEWERS SHALL BE CONSTRUCTED A8 PER THESE 8) SIDEWiiI_K TO BE CONSTRUCTED AT TIME OF BUILDING PERMIT UNLESS 1 . NGTIFY TIGARD WATER DISTRICT PRIOR TO COMMENCING CONEIRUCTION. PLANS, THE SPECIAL SPEC I F I CAT I ONS OF THE C I'J'Y OF T I G�.�;i2D ANDA6_L OTHERWISE SE I�t3 i EL ON THE ?LA'V8. TAE JEVE!_OPER I.�'� RESPONSIBLE I BLE FOR AL'. CURBS MUST HE IN PLACE PRIOR TO I NSTALL I NO WATER MAINS. 25.0 25 0 APPLICABLE SECTIONS OF THE:. "STANDARD SPECIFICATION FOR PUBLIC INSTALLATION OF ALl_ SIDEWALKS IN ACCORD WITH THE TERMS or THE z- ALL WORK SHALL BE IN ^,CCORDANCE WITH A,W. W. A. STANDARDS. pPw0/8 WORKS CONSTRUCTION" OF OREGON CHAPTER OF THE AMERI^.AN PUBLIC CITY•-DEV-LOPER CONSTRUCTION COMPLIANCE AGREEMENT. WORKS ASSOCIATON, 1980 EDITION, --- --- 3. ALL WORK SHALL BE INSPECTED AND APPROVED BY TIGARD WATER Na T E 2) THE CONTRACTOR SHALL t0 ALL THE WORK SHOWN ON THE DRAWINGS AND 9. ROOF RAIN DRAINS SHALL MEET WEEP HOLES IN CURB ; OTHERWISE, DISTRICT. PRCiVIS'ONS SHALL BE MADE TQ PROVIDE THEREFORE 6Y *NE IJGVELOPIIiR /. ONE A5_ BUILT MYLAR OF ALL INCIDENTAL W(?Rt. CONSIDERED NECESSARY TO COMPLETE THE 4. FIRE HYDRANT ASSEJ iBLY CONSISTS OF b" MJ x 6" FIG TEE, 6" F 1 G x MJ PROJECT IN AN ACCEPTABLE MANNER. �, ALL IMPROVEMENTS 5NALL L. STORM SEWER _ GATE VALVE, 6' MJ x MJ HOLDING SPOOL, AND MCDERN r, 'ELLER 3) THE CONTRACTOR AND/OR SUB-CONTRACTOR SHALL HAVE A MINIMUM OF ' '`= �-- CENTURION FIRE HYDRANT, A-442, 6" MJ, 5 1/4" MVO, 3-PORT (2 - 2 BE PROVIDED rte THE c/TY ONE ' 1 ) SET OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT F.LL 1 ) STORM SEWER PIPE SHALL BE THE SIZE NOTED ON THE PLAPIS. PIPE 1/2" NST HOSE CONNECTION. 1 - 4 1/2" NST PUMPER) , 1 /2" PENT OPR 3Y DEVELOPER 5 E-N61NEER CURVE LENGTH RADIUS TIMES DURING THL CONSTR'UCT'ION PHASES. ,SHALL BE HELL AND SPIGOT CONCRETE PIPE WITH CLARS "B'' BEDDING AND NUT, OPEN LEFT, COLOR: YELLOW. 1 27.2 75 SHALL_ CONFORM "('1,7 ASTM C--14. CLASS 2 (UNLESS OTHERWISE NOTED ON 2 23.8 g, FIRE HYDRANT SF,ALL HE INSTALLED UPON A PRc-FORMED CONCRETE BLOCK ST,Q'ECT 3 20.5 125 75 4) CONTRACTOR SHALL OBTAIN ALL. PERMITS AND t I CE NSES PRIOR TO 'tHE PLANS) ANI? BE OF SUFFICIENT STRENGTH TO WITHSTAND H-20 L I V'F �. � .MD nIUMENTA T/ON WITH 1 1/2 CUBIC YARDS OF CURSHED 1 1/2" DRAIN ROCK. TAR PAPER 4 14. 1 175 PE6I�.,1 I NG CONSTRUCTION. LOAD WITH MINIMUM LOVER OF 1/2 FOOT. PIPE JOINTS SHALL BE WILL BE LAID ON TOE' OF DRAIN ROCK TO SEPARATE ROCK r".0,' EARTH �s k'E!��11�'ED 5 20.2 50 WITH GASKETS. COVER. 6 23.0 75 5) THE LOCATION OF EXISTING UNDERGROUND FACILIT'IE'S SHOWN ON' THE 7 27.3 100 PLANS IS TAKEN FROM EXISTING PLANS. CONTRACTOR SHALL VERIFY .^_) CATCH BASIN AND CURB INLETS SHALL BE OF THE TYPE SHOWN ON THc 3. A �1�:'F_ E GUTT/NG F'Ei?M/T e 27.3 too LOCATION OF ALL FF:-I L.I T I ES AND NOTIFY ENG I NEER IF THEY ARE DETAIL SHEET. 6. POURED CONCRETE i`HRU;�TBLOGKS AT LEAST 8 SQUARE FEET OF BEARING 9 27.5 too SISNIFICANTLY DIFFERENT 'THAN SHOWN HEREON. SURFACE AT EACH TEE„ BEND, AND BLOW--OFF LOCATION. / �- r, l� REQ, u//Q._ `, 10 27.5 100 3) I NSTALLAT I JN OF ` HE STORM SEWEr .SYSTEM F HALL 1$2- IN ACCORDANCE 7. 36" OF 3./4" MINUS ';RAVE=L COMER FOR AL' MAINS. �- --- - - ---------� WITH STANDARD PRAC'I'ICES. ALL TRFN^H BACKF I L_ IN PUBLIC: R I GHT--OF- B. STREETS WAY SHALL BE j" -0 COMPACTED CRUSHED ROCK. --- 8. ALL SANITARY SEWER LINES 10' LA,rERALL`{ OR 3' VERTICALLY OF WATER 1 ) ALL TREES, BRUSH ANE DEBRIS WITHIN LIMITS OF THE RIGHT-OF-WAY D. SANITARY SEWERS MAINS SHALL BE ENCASED IN CONCRETE G" THICK 10' - i�OM CROS.`.ING. SHALL BE REMOVED AND DI5P3SED OF BY THE C UNTRACTu0' i' -- WHERE CROS5I1` 3S ARE NECESSARY, THEY MUST .�: MADE AT APPROX I11A7r'Lv 50 25 0 50 ! g0 1) ALL. SANITARY SEWER CONSTRtI. :TION AND ALL MATERIALS SHALL CONFORM ` 0 6 . WITH AT _LAST 18" SEF ARA''I ON BELOW WA . LINE. 2) PLL AREAS OF CONSTRUt'TION SHALL BE STRIPPED. STRIPPING SHALL WITH THE APPLICABLE E•ECTION:i OF 01E SPECIFICATION' OF HE UNIFIED TEST'=D AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS SCALE IN FEET CG.*7,I ST OF REMOU I NG THE TOP30I L HUMUS AND SOILS Nn T SU I TAP1-E FOR SEWERAGE AGENCY OF WASH 1 N>3TON COUNTY. OREION AND THE CITY OF 9. MAINS SHALL ft COMPACTION (APPROXIMATELY 2 FEET TO SANDY SILT •1H I CH SHALL BE T I GA1•:D ALL BACKFILL !N F.I BHT-OF-WAY SHALL CONFORM WITH C 1 TY OF OF 5 PSI . STATIC PRESSURE- 9`i PSI . PRESSURE REDUCING VALVE WILL COMPACTED TO 95% MAXIMUM DENISTY) , STRIPPED MATERIALS SHALL NOT TIGARD SPECIFICATIONS BE METER. AT -ACH METER, INSTALLED BY TWD, AND INCLUDED IN cosi _ BENCH MARK \ bE USED r17R ROADWAY EMEAM3CMENT. OF METER. 2) ALL SERVICE LATERAL.6 TO BE CO4STRuc; TED AT A MINIMUM SLOPE OF WASHINGTON COUNTY BENCHMARK N 179 EL. 199.69 -' 3) EMBANKMENTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIAL. Ck 1/4'• PliR LINEAR FOOT UNLEFS OTHERWISE SHOWN ON THE PLANS. 10. ALL PIPE AND FITTINGS WILL BE CEMENT-�-LINED. BRASS DISK SET IN EAST CURB OF SERENA COURT, 69 FEET SOUTH OF CENTERLINE OF DURHAM ROAD IMPORTED MATERIALS ACCEPTABLE TO THE ENGINEER AND GHALL BE MINIMUM PIPE D?AMETER SHALL ,Wt 6". (MAIN '_ .%IE rO ;'ROPEF'TY• LINE OR 4 FEET SOUTH OF END OF CURB ' I 1 . O. S. B. H.S. B. H. BAlIEP IO+.00ICAL TESTS F,Ef,IUIRCU. BROUGHT TO GRADE IN LIFTS NOT TO EXCEED EI LOOSE MEASURE. EACH LIFT SHALL BE COMPHCTED TO 95% OF MAXIMUM DENSI'• Y AS OBTAINED BY 3) ALL SANITARY SEWER LINED. WILL. HE INSPF,CTED HY T. V. A WRITTEN AASHO T-190 COMPACTION TEST. REPORT AND " siTA" TAPES SHALL BE 3UBM I TTED TO 12. PR I QR T O I NSTAL',_F1 i I ON, Ci7NTRAG I OR OFt DEVELOPER Wit__ ADVISE TWD OF - TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10% FOR DISTRICT TW_ CITY OF TIGARD. AN F;R TEST AND EST REF ORT 19 REQUIRED TO INSPECTIONS WATER L 0$!3 DV'ER'tEAD ADMINISTRATION SAM'PL I Ni3, 4) RU1:n BASE, a 3PHALT I C CGXCRETE PF VEMENT, CURB APD £I DEWALK BE PRr1V I DED TO THE CITY PR I ORt Tf CONNECTION TCT ANY QL. � D I NOF. ' ' ' ' CONS 'RUCTION SHALL BE AS SHOWN ON THE DETAI'_ SHEET AND IN FTC- , AND 2% FOF E�+3INEERIhT REVIEW, INCLUTJINl_ ",-,S BUILT" DRAW I NCS. I NTERSECT'(ON MAPS, UPDATING MAS i•ER I' NP, ETr'. H ABOVE REFERENCED 9 C I F I CA- IONS. _-�-- -- - AC OR.)ANCE W � 4) INDIVIDUAL LOT BUILDING CONNECTION PERMITS ARE REQUIRED PERMIT` ARE �� ; � EEY I�E,Q ;,� • PEv'�Ew; ASE 5) STREC.T l..i I;HTS TO BE INSTALLED BY DEVEL Gr'EI. IN ACCOf�DA,.CE 1411E- AVAILABLE FROM THE CITY BUI L DI N6 OFFICE aT c I T Y HALL. 13. TWD WILL INSTALL ALL CCPPER SERVICES PRIOR TO BLV k: OPP I NG O ;�:•__. __- _ ___.____.____.___-- _____ CITY APPROVED P.Q. E. CO. LAYOUT, STREE!"1'S. THESE SERVICES ANE INCLUDED IN THE DOST O� EACH nt �'FR- �, T,,q Y 4 Fa,•,, , �'ha°r l TAT' 6) TWO (21 WEEPHOLES IN CURB PER LOT REQUIRED 14 . .Al UU''T LE IRON PIPE SHALL BE CLASS 52 . Ne DATR REVISION RY 7) CONCRETE FOR SIDEWALK CONSTRUCTION SHALL BE 3000 PSI ,T 28 DESIONED SCO DATE FEB 1987 PROJECT SHEET DAYS, 2-4" SLUM^, EXFAtNSION JOINTS SHALL. NOT EXC_ED 40' SPNCING ALPHA ENC1HOOMING INC. DRAWN tet ,cAl� 1" 30• SITE/GRADING PLAN 1711!0 SW. SKYLOMI BLVD. _. _ SWANSON S GLEN 2 A PORTLAND, 00E00N 97321 CHECK NJlH PROJECT N• ISM CONSTRUCTION NOTES Ph c $03 ) 377 - 1458 A .ROVEA - PHASE i & II OF 9 7; �Ilt�liltl'��i+1I+1+11�+ItI�IIj►1�1�1�111+I+ltlr�+ll�I�11�I,lIIP Ill��lit�+lllll �Illlt) L111+11I+IIIrl1IIIIItIII+III+I+�IIII11tIIIt111t111t1tIIIIIIjtIIILItIrI+Itltltllltltltlililtlttl � h NOTE: IF THIS MICROFILMED -�•��--- I 2 3 4 5 6 7 8 9 110 I I 12 DRAWING IS LESS CLEAR THAN THIS NOT 1Cfr1--IT IS DUF 1T) Jj* QUALITY OF TW ORIGINAL DRAWING. OE 62 92 12 92 SZ 02 E2 22 12 02 61 91 LI 91 61 fl E I 21 11 01 6 9 L 9 S 0 EI.. I2 I"• �rllllntluttltntlnttlnnlunitullnt�tllllltll�llltitutlunhalllntlw��nlnu11111111111U1111111�1111111+IIIilljllll�tll)Ittfl�llll �IIItII�l111t111�tIIIINllltlltlllll�lllllllll�llldllWl�Ift�ttnluttllllllllu�IIIIIIW�I�II�IIII�I111L1!IIIIIIJIIIIIIII�IW�llll � - JULY 7 1992 O� V SD Q N C xa OD �o an 'D ML n 0 �m wCC) Q G Q <D N (D O� < �CJ+ CD aw 3 (D M � w CL CITY OF WARD �sARD February 14, 1990 OREGON Titan Properties Corp. P.O. Box 6835 Aloha, OR 97007-6835 Re: Swansons Glen No. 2 Sukdi.vision Dear Mr. Bleak: This is to acknowledge that effective February 13th, 1990, the public improvement .facilities installed within the subdivision improvement project, commonly known as, Swansons Glen No. 2, are fully accepted by the City of Tigard, Oregon, for operation rnd maintenance by the City. Further, this is to acknowledge that. the City of Tigard, Oregon, has no further interest in, and authorizes release of the project performance and maintenance assurances (additional. information is enclosed) . should you have any questions regarding the above project acceptance and assurances release, please contact Mr. John Hagman at 639-4171. Sincerely E Murph Communit Development Director jr/SWANGLEN.JSH 13125 SW Hall Blvd.,P O Box 23397,Tigard,Oregon 97223 (503)639-4171 C17N A TIGA RD EX . 1ITURE REIMBURSEMENT REQUEST 1 This form is a multi-use form. Where appropriate receipts must be attached. Documentation is important for all purposer.. Staple documentation to form. VENDOR NO: BATE: Z- — 13 - gCJ PAYABLE TO: �� z,n i c,[�c'r-ilf', �tc - Requested by: 5 c accaaca=aacvaaa=aaaaacccc-cccca=cc-ccc==uc..cc.ccc�-ccccaaaQoraacaa:aaccc¢ccc¢tc¢ MISCELLANEOUS (parking, books, subscriptions, dues, memberships, etc.) . 7)ate Description Account No. Amount RE u '7 _ a , z7- ca_aaa.wem.asaaawaaA.cO 7.1 -44Zt'l4 ICI '(..b nez.,Y It: -4 3Nl'C' 43.5�} GENERAL DEAL EXPENSE: Date Description '+'AA 141, z z ,mount NS A';c•J C N Eb Account Number to be charged: �_ _ Total .. Gaa CCRi3 alac¢t. . aaCCCCL tCCCCCC OaO CCCCCCC SSC Cp=¢ aCi iaa ........ Q¢a Ca MILEAGE: Date Description: (Include end/start readings and total miles) Amount Account Number: Total miles x$.21 ecce^-•av vveansvrc aeaaaacrccc a=cs;�c=_-;--==ea=c-_r:-s r.ccaz: - _—�+ '- =sacGnscrar_a�acsvc_anaaca APPROPRIATION 11 LANCE: AS OF: 5ipnaturc APPROVALS (if $75.00 or under may he reimbursed through petty cash) : (up to $500.00)Sect on Manager _ Purch. Agent ($500.01-$5,000.00)Dept. Head/Purch. Agent i.�.,,��.;ami�I.,+.vJ..,YMr��du •y .S �wlo�oilN�++iwwM�piMwn:....gar..ruw.swum...,,.w...W..�...a.r...:..,....�.......�..............:,......�..._._.,.........J......—._. _ +6 i dna (+) ►10 r.2�l e ��\�� j OAS uIoNt-, i" �S �•7 i 'n "L -/13190 1'C C1 uS�rttyl✓I lt+�• C ) 7Z -o4 ftocess. It on eve. ��1,�...,z� i ►� �.� �� November 15, 1989 1 � � Awe Mr. Steve Bleak �x Titan Properties Corp. P.O. Box 6835 Aloha, OR 97007 RE: Swansons Glen No.2 Dear Mr. Bleak: The following items need to be corrected yet: 1. Place the pavement taper line and edge line on Riverwood Lane. ` ) 2. Replace the gravel shoulder on the south side of Riverwood Lane. 1L 3. Reinstall the barricade at the east end of Kent Street. � !� f 4. Repair all chipped curbs, throughout the project, �LC� G a .1 tte oe�itetfe �1onunt�tio► .. ,�---WHO --6. Su mi£hhe,Twnc ins ,_B -cary.i irate of Z`prt P1I-ai ce (bVAnk-co d) iz�e�89 Sincerely, John S. Ha n Engineering Technician jr/swan-2.JSH z.1 13/ 9 U 13125 SW Hall Blvd P O.Box 23397,Tigarc, Jregon 97223 (503)639-4' 71 —_ .,,,,.r.a..,w-.. ..,...: W rWw '...L-:-.,..s..�_•...,�"-:......... ......:.....�.�.....w.wnw.r.w.. .....:..�u tt PROPERTIES CORPORATION January 23 , 1990 Mr. John S. Hagman Engineering Technician City of Tigard P.O. Box 23397 Tigard, Oregon 97223 RF. : Swansons Glen No. 2 Dear John: In regards to your letter of November 15 , 1989 please be informed that all of the items noted in your letter have been completed with the exception of number 4 . The curb chips have been contracted for however the weather needs to improve before the work can be done . I have a bid from a contractor in the amount of $500 .00 to complete that work. We herewith request that we be released from the maintenance responsibility for Swansons Glean No. 2 and if you would care we will post a deposit with the city for the curb work. Thank you for your consideration of the matter. Very ruly yo s , Stephen A . Bleak President RECEIVED .N :10 1990 COMMUNITY DEVELOPMENT P.O.BOX 6835/ALOHA.OREGON 97007-6835/TELEPHONE(503)645-6477 r / CERTIFICATE OF COMPLIANCE 0 ~� . RE: This is to certify to the City of Tigard, Oregon, that the following items have been installed in compliance with the C? ,'s 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 above project, to wit: (Project Engineer's it 71. Sanitary Sewer system 2. Storm Sewer System 3. General Utility Systems: Dom est is Water Electric Power Gas _ Telephone Cable T.V. II Streetlighting �V 4. Street System: Subqrade Y _ Base Surfacing. . .Base Lift Final Lift Sidewalks V, Aprons & Ramps _ Curb 5. Monumentation System Certified this day of F �'�N 19 By: Q1. ►'1L�' __— (P of t Engineer) Firm: sw4A "ItyAA -y. IN LL jr/doc.15 _ (►E C ft 198�i ('.onmunlfy Dc"10Dme"I .o •T ' r CITYOF TIIFARD November 15, 1989 OREGON Mr. Steve Bleak Titan Properties Corp. P.O. Box 6835 Aloha, OR 97007 REs Swansons Glen No.2 Dear Mr. Bleak: The following items need to be. corrected yet: I. Place the pavement taper line and edqe line on Riverwood Lane. 2. Replace the gravel shoulder on the south aide of Riverwood Lane. 3. Reinstall the barricade a'c the east end of Rent Street. 4. Repair all chipped curbs, throughout the project. a ] �eencegy��dlonut�ti6i{._ . a -4- '10 / �� Su mi he En§ine �s Certi ig�te"of L�prt�pliance -("k--c A oe d) .✓ �C¢ //�� /Sincerel4Haan John S. 6 Engineering Technician )r/awan-2.JSH 72 -'r Ct' 1.1 i �-w- 13125 SW Nall Blvd,P O Box 23397.Tigard, :Xegnn 97223 (503)639-4171 I d.'.1tnlSkh�'rol(k:�dib�'7NxiuiaY'xatbG'.�tl+``'Jsy7,:;ai�V"ttiwR^4;dltwk'e r�AW�&:euwtims:¢,e+,s+Here::tL^LdWY/d�Fa�tlmu.wnm.wnuWi.„:.Y:wniuen,.ve..ia�rN.:+rrla�naaaRi._..-..,._.... ., CITY(N TINA RD November 15, 1989 OREGON Mr. Steve Bleak Titan Properties Corp. P.O. Box 6835 Aloha, OR 97007 RE: Swansons (filen No.2 Dear Mr. Bleak% The following items need to be corrected yet: 1. Place the pavement taper line and edge line on Riverwood Lane. 2. Replace the gravel shoulder on the south side of Riverwood Lane. 3. Reinstall the barricade at the east- end of Fent Street. 4. Repair all ch'Inved curbs, throughout the project. I5. Inatall the oenteorline monumentition. ✓"i a `� / 6. Submit khe_Zngine4"I -Certiii -of-�pmpl iance (b`l nk copVnnc5lcs4d) .✓ Sczkvk Sincerely, IJ ' 'J hnS. Hao- an F.gineering Technician jr./awan-2.JSH 13125 SW Hall Blvd,P O.Box 23397,Tigard,Oregon 97223 (,503)639-4171 -- 7- 7-0 O ,�, � 7110 / /41*0 100--a 4f= r�G'N,'l��`EiI' rt4- 7 71 J- �'l'✓'f P.. �-�-t,.E' � � �� lam' S7'�, 'Pim ; r_ 47 f� October 31, 1989 GITYOF TI�ARD OREGON Titan Properties Corp. P.O. Box 6835 Aloha, OR 97007-6835 Re: Swansons Glen No. 2 Subdivsion (Letter of Commitment Partial Release No. 4) Dear Mr. Bleak: In the matter of the one hundred ninety two thousand, nine hundred seventy-one dollars ($192,971.00) Letter of Commitment between Titan Properties Corporation, and the City of Tigard, Oregon, and The Oreqon Bank; this le to serve as official notice to allow said Bank to release to Titan Properties Corporation a portion of the deposit entrusted to said Bank. The amount hereby authorized to be released is fifteen thousand six hundred thirty-five dollars, ($15,63°,.00) . The amount to remain entrusted to said Bank as a cash performance bond to assure the City that all remaining requirements of said subdivision are completed, shall be twenty-one thousand eight hundred twenty-fire dollars ($21,825.00) . This notice shall not be construed to nullify or alter the terms of the aforesaid Letter of Commitment in any way; it is merely an authorization to release a portion of the entrusted monies. If you have any questions regarding this matter, please contact John Hagman, at Tigard City Hall, 639-4171. City of Tigard, Oregon 4 By: - City Engineer br/Comm/4.jsh 13125 SW Nall Blvd ,P O.Box 23397,Tigard,Greg, '503)63S SUMMARY RE: Swansons Glen No. 2 Subdivision; Performance Bond Reduction Request: #_ LETTER OF CREDIT (BOND) REQUIRED HOLDBACK RELEASABLE INCOMPLETE COMPLETE ITEM AMOUNT MA'NTENANCE* ITEM +/- ITEM Site Prep/Grading $ 15,234.00 $ -0- $ -0- $ -0- Concrete Curb $ 11,200.00 $ •-0- $ -0- $ -•0- Street* $ 41,570.00 $ -0- $ 2,000.00 $ •.0- Sanitary Sewer $ 28,201.00 $ -0- $ -0- $ -0- Storm Sewer# $ 15,450.00 $ -0- $ 5,000.00 $ -0- Water Line $ 36,156.00 $ -0- $ -0- $ -0- U.G. Tel/El.ect. $ 4,900.00 $ -0- $ -0- $ -0- Walks/Aprons $ 14,000.00 $ -0- $ 14,000.00 $ -0- A.C. Overlay $ 15,635.00 $ -0-• $ -0- $ 15,635.00 Lighting $ 9,800.00 $ -0- $ -0- $ -0- Misc.@ $ 825.00 $ -0- $ 825.00 $ -0- TOTALS: $192,971.00 $ -0-- $ 21,825.00 $ 15,635.00 * Monumentation N Roof drains and end of road drain @ Mailbox clusters and pavement markings br/summ. jsh c 1 I '-C�,��-5.t� v� Tu�.C�S p�Y-G�{r C. C OVI.I�w� • r I /��w�r�',✓;1. r" G25�, W �� Ac MIRK 1w 1 a - z77 1 twitall A PROPERTIES CORPORATION FAX FROM NTAN 11ROPFRT I ES (,-ORPORATION 1' 0 BOX 8835 A1,01IA, OREWN 97007 50:1- 6,15-6477 TO , Name : Fax 0 12971 Prom: i Namb . �. ..._...._. _...--- Fax # : 1 5n:i ) 846-17877 I'ol.a L Number o l' pages '. � _ NOT inc,l i�r11 t1K t,h i ti cover letter . It' you cin riot recel ve all the pages, please call um Immudial.dly , c-Orlrll.N'r; : J ��C.Q. Ob �oIA�. 4 . C �r LSV .__.. .r 1�. . X..�_. `'� W ►� . _.. MAL -_... P 0 Sox USJ!5/ALoHA,UARGON 87007-e935/TELEPHON!16031.6446808 9d = 5I bd-01-6861 If■ -....�ww:.w:wway.awwwwwmWuw..,w.ww+m+..«+ai.Wrwrr ---5+wcx..,, i 1 { i i ROBUNSON CONSMUCDON CO ?M S.W. HUNPI(ER Sul rlXV Sept 26, 1989 TIOARQ OR 9M 3 MM)Mew Titan ProperriPA SWAn>rOn'!1 Glen II PO flax 6835 Alo'ia, OrPeon 97007 Involc:e 11 462-45 Final lift of typo B aslipalt , $140750,00 Please Fav from thiq invoice. THANK-YOUI Iw ea LZ = Sl bd—U 1-6961 RECEIVED APR G 1989 444m" ��r Wdldn"e C A B L E T V CABLE CONSTRUCTION APPLICATION & PERMIT CITY 1. Applicant W't tArrrttP rahle T.V. 2. Address 14200 S.W. 13rigadoon Ct. Beaverton- QB 97005 Telephone 644-3188 4. Contact Person Craig Eyestone 5. Contractor Jenkins & Owens 6. Address 17317 SE Evergreen, Camas , WA 98607 7. Telephone 28 9- 5,56 2 8. Dave 9. Locationr.treet,subdivision,etc. ) �, /�j � ��(i1 ?� •r L,'L 1 Cicy Use Only 10. tja2 Number � _. App. Date: 11. Starting Date 2ermit Fee: 12. Completion Date ({��j Fbotage Permit k: 1.3. Aerial: Underground: Date Issued: Size of Opening — -- 1.4. Width: Depth: Si e of licantF-- te 14200 Southwest 8119adoon Court • Beaverton.0,egon 97005 • (503)644-3188 Awe ow .. . I -p 1 � Pelulsl RE � �f Attivl Devices 0 ® Aoswe Oustoc ❑ O O 4 215 Q 229 ` 229 50 $ 2I -- H 104 3 14 13 4,97 JAP- �/6 F14 5FP-?FE 1728OOE9E 7.17 A i �•. iAM FA4RK APTS. PSM H4 �- 220 I # LOS 26 — \ H104'II 4 11 SW `lqq 37'� OFP-III i MLER fl/1D Ham' , 2FP-4 FE 4 XRATE _ 2 PICKS WAY 2RP-2lIE 4 1�2a« �c( 190 - 150o PS 00 H3S 1 wQ 1 1 ' 6 H104---12-- r i&07 OFP-h i 2 6MLER $_� X RITE e� i I a �qq_? ; O 4 ' l 4 •jin V� __j �'— M i N Hao-13 -e ' e 2- 4 '�f P- �hi� 31P-8FE i��-_?.JJ R 19/8 In 2 ale' XRATE Q OF 14 i�p FE 6MLER .� TITAN /8 l=t 3 11 Z� �2'� in LEAVE SIGNAL HERE FOR PHASE X t- RATE 45 7 -I/irl ST 256- 7� _ �L/��r 7 KENT. It OIoo - a L7� /� '- ry -- -- - I 14 Iva a II IM �1A'v 8 M/4i� 11 % r� l r DR. Z _ RI SR 220 4 170 r - slab _ i -- 30 4 I µ ' ---—---- 3 2 _- to F H1100-13 pFp-II FE OFP-"7E SMI-En } x RAIE M' X RATE 1 ' �,j 4m CITYOF TIIFARD March 22, 1989 OREGON Mr. Steve Bleak Titan Properties Corp. PO Box 6835 Aloha, OR 97007 RE: Swansons Glen No. 2 Dear Mr. Bleak: In accordance with your request for an update of the completion status of the project, our recent field inL,)ection revealed the following: 1. Item No. 1 of our. December 30, 1988 letter (copy enclosed) has not been done yet. Even if the fog line had been installed, no one could possibly see it due to mud and construction materials on the roadway. Please correct this situation right away. 2. Item No. 6 of said letter remains to be done, but it r.an be accompliahed at the time that the sidewalk/apron is installed fronting Lot No. 60. 3. Item No. 7 of said letter remains to be done yet. Frankly, there are so many piles of gravel and so much construction material. within the roadway that the six foot chunk of curb is almost unnoticeable. 4. Items No. 8 through No. 12 of said letter remains to be completed yet also. 5. Two additional problems have now arisen, namely: a. The barricade at the end of Riverwood Lane is leaning over. It must be straightened and secured right away. b. The edge of pavement and gravel shoulder along the south side of Riverwood Lane is taking a beating . . . due to construction traffic? Unless corrected soon, it may require substantial repair. Sincerely, John S. Hagman Engineer Technician ke/9355D Enclosure 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 ---- 10/Z t ��.�^�"�• ��e�� CITYOF TI1FARD March 22, 1989 �� .115 c nor OREGON L Mr. Steve Bleak Titan Properties Corp. PO Box 6835 Aloha, OR 97007 IRE: Swansons Glen No. 2' - Dear - Dear Mr. Bleak: In accordance with your re,liest for an update of :he completion status of the project, our recent field t spection revealed the � ollowinR: 1. Item No. 1 of our December 30, 1988 'letter copy enclosed) has not been done yet. Even if the !"og line had been ir.st.illed, no one could possibly see it due to mud an.. construction materia _s on the roadway. Please correct this situation '.ght away. 2. Item No. 6 of said let,_er remains to be done, but it can be accomplished at the time that the s' -,ewalk/apron is install-d fronting Lot No. 60. 3. Item No. 7 of said letter remains to be don( yet. Frankly, there are so many piles of gravel and so much construction material. within the roadway that the six foot chunk of curb is almost unnoticeable. 4. Items No. A"through No. 2 of said letter remains to be completed yet also. 5. Two additional problems have now arisen, namel, - a. The barricade at the end of Riverwood Laie Is leaning over. It must be straightened ant, secured right away. b. The edge of pavem,rnt and gravel shoulc;e.• along the south side of Riverwood Lane is laking a beating . . . cue to construction traffic? Unless corrected s,-on, it may require substantial. repair. Sincerely, 1 C_ John S. Hagman Engineer Technician -ke/9355D Enclosure 13125 SW Hall Blvd.,P.O.Box 23397,Tigarc _Negon 97223 (503)6,19-4 71 3 . /7. 9 7-0 .A 4-t 4- F120.0,1 AI-14� 112 ul O>L et /,e7& /,e4lt Ire"--A /1 11//,,�/-c--,,, �-e -( ,, G/'7'�1�-�� tl ��tiv f /� .��1^�� 1.1-�t�t C f!.�-✓ 7�vo l � / y � y .. �v.:N'an... .�,..:.._.. ........ �.'... ._.�.:r...:d..'�4.w.u.INJ.Wmx'rWairYJ1YYYYJMYIMfiKb+lYtl�Y.Y14WNiIWYMYWMIK'.YYIMx4YlMWpNll1 1 I All Al. AV Ae y e?v cl Clcwe fie --7 cam° y c 7�S s. December 30, 1988 Titan Properties Corp. ��'�� PO Box 6835 Aloha, OR 97007 RE: Swanson's Glen No. 2 OREGON Dear Mr. Bleak: �`REGO This is to acknowledge that as of _October 1, 1988 the _ subdivision improvement project- known as Swanson's Glen No. 2 e has been conditionally accepted by the City, placing it onto its one year guarantee period, subject to the following; �U IX] Completion of incomplete performance items, namely: as listed in the attached letter dated December 1988 (items #1, 2, 3, 8, 9, lt;, 11, and 12) IXI Correction of known defects, namely: as listed in the attached letter dated December 28, 1988 (items #4, 5, 6, and 7) IXI Continuation of developers maintenance responsibility and correction of any deficiencies which may arise during tine guarantee period. To assure the aforesaid, until such time as the project is fully accepted by the City for operation and maintenance purposes, the City has taken the following action(s) : Authorized release of the original performance assurance. Authorized continuation of the original performance assurance in full force and effect. IX] Authorized a reduction of the original performance assurance and is holding the balance as a `performance assurance, as of October 18, 1988. Accepted a (reduced) performance assurance. IX] Accepted a maintenance assurance. I I Other: Should you have any questions regarding any of the above: please contact me at 639-4171. Sincerely, John S. Hagman EngineprinQ Tech. ph/8582D 13125 SW Hall Blvd.,P.O Box 23397,Tigard,Oregon 97223 (503)639-4171 - December 30, 1988 / Titan Properties Corp. CITYOF TIfARD PO Box 6835 Aloha, OR 97007 OREGON RE: Swanson's Glen No. 2 Dear Mr. Bleak: This is to acknowledge that as of October 1 , 1988 the subdivision improvement project known as Swanson's Glen_No. 2 has been conditionally accepted by the City, placing it onto its one year guarantee period, subject to the following: [X) Completion of incomplete performance items, namely: as listed in the attached letter dated December`$$ 1988 (items #1, 2, 31 81 91 10, 11, and 12) [X) Correction of known defects, namely: as listed in the attached letter dated December 28, 1988 (items #4, 5, 6, and 7) [X) Continuation of developers maintenance responsibility and correction of any deficiencies which may arise during the guarantee period. To assure the aforesaid, until such time as the project_ is fully accepted by the City for op,ration and maintenance purposes, the City has taken the following action(s) : [ ) Authorized release of the original performance assurance. [ ) Authorized continuation of the original performance assurance in full force and effect. [.X) Authorized a reduction of the original performance assurance and is holding the balance as a performance assurance, as of October 18, 1988. [ ) Accepted a (reduced) performanro assurance. [X) Accepted a maintenance assurance. [ I Other: Should you have any questions regarding any of the above, please contact me at 639-4171. Sincceretv.. z- 'John S. Hagman Engineering Tec}; . sb/8582D 13125 SW Holl Blvd-P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 — i 1)ocember 30, 1988 t.. Titan Properties Corp. CITYOF T'IFARD PO Box 6835 Aloha, OR 97007 OREGON RE: Swanson's Olen No. 2 Dear- Mr. Bleak: This is sent as a current comprehensive listing, of needed improvement work at Swanson's Glen No. 2 subdivision: I . The temporary taper line from station 2+00 to 3+00 on Riverwood Lane needs installation. 2� -Thu-mafily" clusters -need-4notal Iation. The root-drain lines for Lots 6-' through 66 and 78 through 86 need installation. ;. Rep-lacem n-t-of AC pavement over two sanitary sewer laterals on Riverwood Lane needs t o he-done. 5. AC--pavement - removal and replacement needs to be done around the sanitary sewer manhole-at the west end of Kent Street. � . The broken curb at Lot 60 on Titan Lane needs to be replaced. The chunk of curb laying in the street , just south of 'itan Lane on 104th, needs to be removed. Further, as previoueiy addressed by our letter of July '�8, 1988, the following items must be completed (during the one-year maintenance guarantee period) prior to City final acceptance of the project : i :'8: Complete all sidewalks. ��. Complete the second lift of AC. Complete the final street markings (taper and fog line on Riverwood Lane). 1 . Install survey monuments. 12. Submit Engineering Certificate of Completion. I Hope this listing is of assistance to you. ince rely Inhn Hagman n;�ineering Technician i,/8582D 13125 SW Hall Blvd.,P.O.Box 23397,regard,Oregon 9 7223 (503)639-4171 — ,mber 30, 1988 itan Properties Corp. CITYOFTIIFARD Box 6835 Inha, OR 97007 OREGON Swanson's Glen No. 2 ,ar Mr. Bleak: is is sent as a current comprehensive listing of needed improvement work at Swanson's on No. 2 subdivision: The temporary taper line from station 2+00 to 3+00 on riverwood Lane needs installation. The mailbox clusters need installation. The roof drain lines for Lots 63 through 66 and 78 through 86 need installation. Replacement of AC pivemenL over two sanitary sewer laterals on Riverwood Lane needs to be done. AC pavement removal and replacement needs to be done around the sanitary sewer manhole at the west end of Kent Street. The broken curb at Lot 60 on Titan Lane needs to be replaced. The chunk of curb laying in the street, just south of Titan Lane on 104th, needs to be removed. rther, as previously addressed by our letter of July 28, 1988, the following items st be completed (during the one-year maintenance guarantee period) prior to City final ceptance of the project : Complete all sidewalks. Complete the second lift of AC. Complete the final street markings (taper and fog line on Riverwood Lane). install survey monuments. Submit Engineering Certificate of Completion. cic this listing is of assistance to you. ncerely�' lin Hagman oineerinp, Technician f8582D x125 SW Nall Blvd.,P.O.Box 23397,Tigard.Oregon 97223 (503)639-4171 - J 503)639-4171 -- December 30, 1988 Tits- Properties Corp. PO Box 6835 CI1YOF TIGARD Aloha, OR 97007 , OREGON � RE: Swanson's Glen No. 2 Dear Mr. Bleak: Thio is sent as a current comprehensive listing of needed improvement work at Swanson's Glen No. 2 subdivision: 1 . 'Che temporary taper line from station 2+00 to 3+00 on Riverwood Lane needs installation. I ?. The mailbox clusters need installation. 3. The roof drain lines for Lots 63 through 66 and 78 through 86 need installation. 4. Replacement of AC pavement over two sanitary sewer laterals on Riverwood Lane needs to be done. 5. AC pavement removal and replacement needs to be done around the sanitary sewer manhole at the west end of Kent Street. 6. The broken curb at Lot 60 on Titan Lane needs to be replaced. 7. The chunk of curb laying in the street, just south of Titan Lane on 104th, needs to be removed. Farther, as previousl.y addressed by our letter of July 28, 1988, the following items must be completed (during the one-year maintenance guarantee period) prior to City final arceptance of the project: B. Complete all sidewalks. a. Complete the nd lift of AC. U). Complete the fi al street markings (taper and fog line on Riverwood Lane). 11 . Install survey monuments. 12. Submit Engineering, Certificate of Completion. 1 hope this listing is assistance to you. incerely ' Jahn llagman Fne,ineering Technician sb/8582C1 13125 SW Hall Blvd.,P.0.Box 23397,Tigard,Oregon 97223 (503)639-4171 - MAINTENANCE BOND Bond No. _ 50932 _ KNOW ALL MEN BY THESE PRESENTS, That we, Titan Properties Corporation (hereinafter called Principal) as Pri. �tjal, and Safe(o Insompany of America a cc, porati.on organized and doing business under and by virtue of the laws of the State of Wa, and duly licensed for the purpose of making, guaranteeing or becoming sole surety upon bonds or undertaking,; required or authorized by the laws of the. State of Oregon (he• einafter called Surety) , as Surety, are held and firmly hound unto the CITY OF TIGARD (hereinafter called Obligee) i:i the ust and full sum of thirty eight thousand five hundred ninetyfi-,e and no)100---------VOLLARS ($ 38,595.00 ) lawful money of the United States of America, for the payment of which, well and truly to be made, we hereby bind ourselves and our and each of our successors and assigns, jointly and severally, firmly by these presents. WHEREAS, said Principal is required to furni.:-h a bond conditioned to guarantee for a period of one (1) year front date of final inspection and acceptance by the City of Tigard certain improve- ments in the Subdivision known as Swansons Glen #2 _ located in Tigard, Oregon NOW, THEREFORE, the condiL-ion of this obl-Jaation is such that, if Principal shall indemnify the Obligee for all loss that Obligee may sustain by reason of any defective materials or workmanship which become apparent during the period of ore (1) year from and after Sept. 29 , 19 88 , then this obligation shall be null and void; but the bond shall not be considered null and void until the Surety receives written notice of the passage of a Resolution of the Tigard City Council , following a final inspection and determination that the Principal has fully performed all the requirements and obligations of the contract set forth; otherwise it shall remain in full force and effect. AS FURTHER CONDITIONS of this Bond, *.he parties agree as follows : (1) The Surety guarantees ccrrection of all deficiencies discovered during the one-year maintenance term; (2) The City shall have thirty (30) days from the expiration of the one-year maintenance term in which to notify the Principal and Surety of deficiencies in the performance of said contract set forth. The notice required ay this subsection shall be valid upon `he mailing of such notice by certified mail , return receipt -juested , to the Principal and Surety, at the addresses shown IwI()w, or to a different address provided that the City has recf•ived written notification of the rew address within ten (10) days of its effectiveness. 1 - MAINTENANCE BOND ... r ....::.k m ..,..i.;tiv.rtilk.iei-kbu:.IwiinliaMlAak.•YWti4'J4,k..eFiYkIWIBYkw a.YrlMi'YY➢YtYk4Y'.Nlelk•••••,�e.e-.., ".�u ..v_.w.._=��.y:. '.., i ..: ,.. (3) In the event any legal action is undertaken to enforce this agreement, the City shall be entitled to recover, in addition to the amounts accruing and allowable, reasonable attorney fees costs and disbursements incurred therein, both in the trial court and appellate court, if any. The reasonableness of such fees and costs shall be :letermined by the court, but the total amount recoverable shall not be limited by the face amount of this Maintenance Bond. SIGNED AND DATED this 29th day of Se tember 19 _ Titan Pro erties Corporation ri BYrBleXrc:-ep en Safeco Insurance Company of America 7 Surety B y. oed rge nsi6F c PRINCIPAL'S ADDRESS: Titan Properties Corporation P.O. Box 1635 Aloha, Oregon 97007 SURETY 'S ADDRESS: 1530 S.W. Taylor _ Portland, Oregon 97205 1 - MAINTENANCE BOND .Y'r�,Yt�ti11MM�MS�a:.Ki'�d�Y,.«iuN�YfF�.9Mw�YLt t 'OWER OF SAMEO INSURANCE COMPANY OF AMERICA OFFICE SAFECO PLAZA ATTORNEY i0 SEATTLE, WASHINGTON 81P5 SAFECO 475.5 No. KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appoint --------------------GEORGE A. MANSFIELD, Portland, Oregon-------------------- its true and lawful attorneys►-in-fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business, and to bind SAFECO INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly elected officers at its home office. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA has executed and attested these presents 27th September 85 this day of 19—_. CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA: "Article V, Section 13. — FIDELITY AND SURETY BONDS . . . the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations,shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issur+d by the company in the course of its business On any instrument making or evidencing such appointment,the signatures may be affixed by facsimile.On any instrument conferring such authority or on any bond cr 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 bp necessary ,o the validity of Pity such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA adopted July 29, 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-Laves, and (ii) A ropy 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 certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, W.D. Hammersla, Secretary of SAFECO INSURANCE COMPANY OF AMERICA, do hereby ceitify that the foregoing extracts or the By-Laws and of a Resolution of the Board of Directors of this corporation,and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the Power of Attorney are still in full force and effect IN WiTi:ESS WHEREOF, I have hereunto set my hand and affixed the facslm0e seal of said corporation this day of _ _ _-- 19__-- 5.1300 R4 8/61 PAINTED 114 V S A ..W�A�5J1..Y14:1..,..iM:MI:.Kf'kNMIIMI'i4M:GfhKittp'W iW,a wal..:r�.' -»...r:•i..� .M�ivw.r•nwYY.h'.w.YrWwL+ynhroYlWGi�le�'Y.Y.f1i.�Mi9`ici6NWY.1p4YKfYWL�IMIN�2 �uiMy .... �. ' '.�.,. 1 • 4-L � •��'r 7Z e4 . Gz v s-lr eu 7-1— /-; 1,4 { alt �w....+v.1 � P c.e1-a.ce..�.•.e.µX oeo" �;� ��.G,,,�C',,..L� `- �l,u�i ,� � f C'c�r ,,rp� "�.•�, ,,��, f yam__ CITY OF TIIFARD OREGON October 18, 1988 Titan Properties P.O. Box 6835 Aloha, OR 97007-6835 RE: Swansons Glen No. 2 Subdivision (Letter of Commitment Partial Release No. 3) Dear Mr. Bleak: In the matter of the one hundred ninety two thousand n1re hune..red seventy-one dollars (t192,971.00) Letter of Commitment, between Titan Properties Corporation, and the City of Tigard, Oregon and The Oregon Bank; this Is to serve as official notice to allow said Bank to release to Titan Properties Corporation a portion of the deposit entrusted to said Bank. The amount hereby authort^ed to be released is thirty two thousand five hundred two dollars 332,502.00). The amount to remain entrusted to said Bank as a cash performance bond to assure the City that all remaining requirements of said Subdivision are completed, shall be thirty sever. thousand four hundred sixty dollars (337,460.00). 11iia notice shall. not be construed to nullify or alter the terms of the aforesaid Letter of Commitment in any way; it is merely an authorization to release a portion of the entrusted monies. City Of Tigard, Iregon City Engineer --� ef/7595D o _4 13125 SW Hall Blvd., P.O.Box 23397,Tigard,Oregon 9722., (503)639 171 r SUMMARY RE: Swansons Glen (Phase 112) Subdivision; Performance Bond Reduction Request #3 LETTER OF CREDIT (BOND) REQUIRED HOLDBACK RELEASABLE ITEM AMOUNT MAINTENANCE INCOMPLETE ITEM# COMPLETE ITEM Site Prep/Grading $ 15,234.00 $ -0- $ -0- $ 3,047.00 Conc. Curb $ 11,200.00 $ -0- $ -•0- $ 2,240.00 Street $ 41,570.00 $ -0- 2,000.00* $ 8,314.00 San. Sewer $ 28,201.00 $ -0- $ -0- $ 5,640.00 Storm Sewer $ 15,450.00 $ -0- $ 5,000.0011 $ 3,090.00 Water Line $ 36,156.00 $ -0- $ -0- $ 7,231.00 U.G. Tel./Elect. $ 4,900.00 $ -0- $ -0- $ 980.00 Walks/Aprons h 14,000.00 $ -0- $14,000.00 $ -0- A.C. Overlay $ 15,635.00 $ -0- $15,635.00 $ -0- Lighting $ 9,800.00 $ -0- 4 -0- $ 1,960.00 Misc. $ 825.00 $ -0- $ 825.00@ $ -0•- TOTALS $192,971.00 $ -0- $37,460.00 $32,502.00 # Monumentation. A * Roof drains and end of road drain. @ Mailbox clusters and pavement markings. ef/7595D CITY OF TWA RD OREGON September 29, 1988 Titan Properties Corporation PO Box 6835 Aloha, OR 97007 RE: Swansons Glen Phase #2 Subdivision (Letter of Commitment Partial Release 112) Dear Mr. Bleak: In the matter of the one hundred ninety two thousand nine hundred seventy one dollars 3192,y71.00) Letter of Commitment, Titan Properties Corporation, and the City of Tigard, Oregon an The Oregon Bank; this is to serve as official notice to allow said to release to Titan Properties Corporation a portion of the deposit entrusted to said bank. The amount hereby authorized to be released is five thousand dollars ($5,000.00). The amount to remain entrusted to said bank as a cash performance bond to assure the city that all remaining requirements of said Subdivision are completed, shall be sixty nine thousand nine hundred sixty two dollars 369,962.00). This notice shall not be construed to nullify or alter the terms of the aforessic Letter of Commitment in any way; it is merely an authorization to release a portion of the entrusted monies. City of. Tigard, Oregon City Engineer - enr s P^ I 13125 SWH011 Blvd.,P.O.Box 23397,7gard,Oregon 97223 (503)639-4171 - - -- ----- - -- - --- s,.uai,r.vv., 4«w,...,i.ww..w+:n.exnwwn....+.w.wwwkNu�:wr..ar.+.Yrairi .. �v+W+ilSuw'.Y:�iYamy,vFu ilq�.:w'ab+rvx:wa:,aiw....h,:.wr;... SUMMARY RE: Swansons Glen (Phase 112) Subdivision; Performance Bond Reducticn Request #2 LETTER OF CREDIT (BOND) REQUIRED HOLDBACK RELEASABLE THIS REQUEST ITEM A�NOUNT MAINTENANCE* .INCOMPLETE ITEM COMPLETE ITEM Site Prep/Grading, 15,234.00 $ 3,047.00 $ -0- $ 2,000.00 Cone. Curb $ 11,200.00 $ 2,240.00 $ -0- $ -0- Street $ 41,570.00 $ 8,314.00 $ 2 ,000.00* $ 1,000.00 San. Sewer $ 28,201.00 $ 5,640,00 $ -0- $ 2,000.00 Storm Sewer $ 15,450.00 $ 3,090.00 $ 5,000.00# $ -0- Water Line $ 36,156.00 $ 7,231.00 $ -0- $ -0- U.G. Tel/Elect. $ 4,900.00 $ 980.00 $ -0- $ --0- Walks/Aprons $ 14,000.00 $ -0- $ 14,000.00 $ -0- A.C. Overlav $ 15,635.00 $ -0- $ 5,635.00 $ -0- Liphting $ 9,800.00 $ 1 "400.no $ -0- $ -0- M i s . ,PY $ 825.00 $ -0- $ 825.000 $ -()- TOTALS $192,971.00 $ 32,502.(10 $ 37,460.00 $ 5,000.00 �lonurnentntI on Roof drains ani end of read drain. M:i i l hox c luster, rand pivement ma rk I ngs. * Requtrccl withholding, for one Y- jr puarantee period assurance. 14OTF: Previously released $118,009.00 on Au),ust 1 , 1988. ke/7265D A�` _ ALPHA 4 C � Oo « UG3�R1S" zL n 0UUz ENGINEERING, CONSULTING ENGINEERS&SURVEYORS — SIJITE 19 a 1750 S W SKYLINE BLVD DATE roe No PORTLAND.OREGON 97221 .Si ,PT PHONE:292.9774 or 297.1458 ATTENTION RE - ----- ------ - -- N.4.,'r t Wf ARE SENDING YOU Attached f .' Under separate cover via -- the following items: I Shop drawings I Prints I Plans O Samples I I Specifications I Copy of letter Change order COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below. Fcr approval 1 ' Approved as submitted Resubmit_.- ___copies for approval �< For your use ( I Approved as noted I Submit copies for distribution j( As requested ( I Returned for corrections 1 Return corrected prints f_l For review and comment EJ ❑ FOR BIDS DUE 19 PRINTS RETURNED AFTER LOAN TO US REMARKS— - - - - -- -- - --- - -- - /'t=om Y.��l� �E"Ea✓Esj' - - - - - DOPY 10 _ -- ---_- —_ BO/V. 7A/ SIGNED: %�=ck+✓��o�� olloAEttMt [ YR.EM,X11 lllh It enclosures are not as noted, kindly notify us of once. trt 1111 �ttVISIUN INSPECT' " N REPORT bnrE � .� \ / A r-. \r Y _ ✓ /`•t-..r�``., J 1,iQ (+� Techn,Cian job Np % �' / Weather eather � -" �' '� _ ^ Cleaned by Form M.H.Noaw AaPorllla T tr.� P Pe Dia - - i'�•_-��_ Joint Length section �-• • �T - - /� ,T lanplA Joint ITPI Pe Me1arw To Alli No � l MANHOLE DATA_ - - - ,;.��' ��, _ ��40 MH No. /4 LOCATION Depth = i Type_f _ Footage Photo Problem — Leaks_ 1 �� No. Code COMMENTS VI Condition GPA R,xom. Rehab, PIPELINE DATA Cleanliness �.,,�`l _ Alignment Grade w - Age ConditionK- ?6 Est. Leaking Joints - r Other RECOMMENDED R HAS. Clean -- Remove Ror is Grout(%joints) Reline Replace— _ Other LEGEND —� BP Broken Pipe - CC Circumferential Crack LC = Longitudinal Crack G Break in Grade L Leak -- PT — --_ Protruding Tap —'------- ST Service Top SL a Service Left -- — SR a Service Right -^ R Roots U Unpass able - GELCO GROJTING SERVICE O. B Page ot�-� • P. ox 7247 • Sa'em, OR 97303 a Phone: (503) 364-1 198 • ►'.O. BOX 1551 a Kent, WA 98035.1551 a Phone:(206)872-2550 DATE �_ ,`, Irv,PEc-90N REPORT Techn,cun IneP/Ctor Job Me Weather �/ 7 u Form M H Nc - _ cleaned by PIP*Diameter a PAP" Tat - - _ Joint Length g Section Length r MANHOLE DATA - JofnrTyp• ' Pip MH No. LOCATION a'•fw ta / , ✓ - ''� Depth Type�� Leaks Footage Moto Problem Code Condition ��%•' � —� t^� COMMENTS G Recom. Rehab. n; - 7 J PIPELINE DATA Cleanliness ^' i Alignment Grade , i Age Condition 96 Est Leaking Joints - Other �- _- RECOMMENDED REHAB. Clean_ _ CleanRemove Roots Grout % ----"— Reline -------- Replace Replace ' Other LEGEND -- BP = Broken Pipe CC Circumferential Crack LC - Longitudinal Crack —� G ` Break in Grade _- L Q Leak PT ' Protruding Tap 81 - Service Top -- - SL - Service Left SR - Service Right R Roots U a Unnassable GFLCO GROUTING SERVICE . Fag•_w-of . P-0- Box '1247 • Salem, OR 97303 • Ph P.U. Box 1u'S1 • Kent, one: (503) 364-1198 WA 98035.1551 . Phone:(208)872-2550 e ME r rJIVIV INSPECTION REPORT DArE Job me Ineoector Weelher Cleaned by Form Mc �H N ,— _ Ae•ort NP Te•et � RPe UUmeter [r JOir,l Lenpeh Section Length Jointfyp. Plpe Matenel TOM K►b MANHOLE DATA MH No.; LOCATION Depth -- — Type (1, Footage Photo Problem Leaks No. Code COMMENTS ivI ConditGPI Recom. Rehab. ,%' •� �_,r; -.44- PIPELINE DATA Cleanliness_ Alignment Grade - - Age Condition C" - - % Est Leaking Joints Other _ �Z RECOMMENDED REHAB. Clean _ Remove Roots 'irout(%Joints) -_ - Reline Replace —_— Other ---_ - — LEGEND BP - Broken Pipe CC - Circumferential Crack LC - Longitudinal Crack G - Break in grade L - Leak PT - Protruding Tap -- --- ST Service Top ~ SL - Service Left _ SR - Service rlight R t Roots U Unpassable GEL(;O GRUUTING SERVICE °eon of • P.O. Sox 7247 • Salem, OR 87303 • Phone: (503) 364-1198 t • P 0 6 Ix 1551 • Kent, WA 98035.1551 9 Phone:(206)872.2550 GniE vINSPECTION REPORT TOChnicien InsJob Ha Inspector y Weather claimed by Form M H NCS Nn Tape r' PPC iometer — g Lan JOlmf Ih Semon Length Joint Typo MANHOLE DATA Plp•MeterW To AM 11• !� MH No. LOCATION Depth TYpe Footage Photo Problem Leaks /L- No. Code COMMENTS �I Condition �� GPI Recom. Rehab. / ------ — ,4, r; 7- PIPELINE PIPELINE DATA Cleanlinessr� Alignment Grade �� ^•' Age_ - .J Condition % Est. Leaking Joint Other --- RECOMMENDED REHAB. Clean_ Re.nove Root—__s Grout(%joints) Reline Replace_ --- Other — LEGEND BP z Broken Pipe CC - Circumferential Crack LC - Longitudinal Crack G " Brem in Grade L - Leak _ - PT m Protrud," g Tap ST - Service Top SL - Service Left SR - Service Right ^ R s Roots U Unpassable - IGELCO GROUTING SERVICE p Page__ ot_� O. Box 7247 • Salem, OR 97,'303 e Phone: (503) 364.1198 • N.O. BOX 1551 • Kent,WA 98035-1551 • Phone:(206)872.2550 CITYOF TIGARD OREGON August 1, 1988 Titan Properties Corp. PO Box 6835 Aloha, OR 97007-6835 RE: Swansons Glen No. 2 Subdivision (Letter of Commitment Partial Release No. 1) Dear Mr. Bleak: In the matter of the one hundred nintv-two thousand nine hundred seventy-one dollars ($1-97,971.00) Letter of Commitment, between Titan Properties Corporation, and the City of Tigard , Oregon and The Oregon Bank; this is to serve as official notice to allow said bank to release to Titan Properties Corporation a portion of the deposit entrusted to said bank. The amount hereby authorized to be released is one hundred eighteen thousand nine dollars 3118,009.00). The amount to remain entrusted to said bank as a cash performance bond to assure the City that all remaining requirements of said Subdivision are completed, shall be seventy-four thousand nine hundred sixty-two dollars ($749962.00). This notice shall not be construed to nullify or alter the terms of the aforesaid Letter of Commitment in any way; it is merely an authorization to release a portion of the entrusted monies. City Of Tigard, Oregon City Engineer (RC:ke/6220D) I 13125 SW Nall Blvd,P.0 +x 23397,flgord,Oregon 97223 (503)639-4171 —----– ---- —-J - Y � b.6 IVOT6r ' / /N5r'ALL /COO- A�/I ,N I a/sb �M�''� E fr _ l2 l�4A L i r ti+v e ` PN�a_.� I C C)r5 >6' rHR',1 d fC► C�kA//V TD /,�Ek2LUC70�C7 /6' 44' d* %�'7. �t 43. -✓� /�.p�' its . _ .. � �.. -- - - ------ t_i Nt' T v b� pAI ?C r oi. cti �. F / _ 61dN� 1/C ' *v . escojel7aD rol"r 4f,*11vrdN.4N�E �. _��. . _� iar e � �j � IZ5� r � � i fl EXE r ._.� .. p W..._r �. S 0•f p v fn r r A o+M tia _.. 7N E� r EL+6c dr p IIF �0 D /) '.rr�-�'M�NT� kEG�v/A2E 0• _�- a _._. _ :' 3.40 a •}�O N07t f-..-- s t. N i 1 T!� &iI i0u' ti10j Y/y* a ®�s,�kaclt '" d .. ,t.o s t. ._� Z r 1 G UT TE I •% �'a.T c LAs7 / �Jy' P`V Wr /rd if .�rL" FJ ,S 7' //" /04. 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Iq�. w� 35 ! � �` 82 i I�jO 3d y`'� o ,TC m ,rFE +04 57 `` .,.. . . .J ��„ R: FI1E ro a �` ,� �J 51 50 49 48 39 38 37 36 j os _2+10 �. s �.I� !s�. 67 "' Sr s7A. w f ts..,1so 1 11?d .2+10 62 / PT ° I f-1*.S6 MI[6'T MN kENo vEC I pp , "^CP_ 9E t f T 20 = I { !eR s /q1•. 57 BE RECO c ro -t,"F- 0 CA 4 9'9 S' - -_B' ► - a !ra _ . ?3. 7T /5"EitsM1 etei� I �� p�` � ( t s ¢ 4-••�a..._..��.3�,"� }. 596 t�OT E '� iR e�✓ ` 9? 66 O a' �SIZA G+1,5.'36� � J !� � � / �' �, ,'EE 61 63 ?0 83 90 �Ir�.t.bx• �rE�«r S.It:.�vsT,� ,Y / / - - 1 IA/S7�1ali AIl' CX.#i�/lit 0 .,f J 1 L_ - - - - - '9 R' ! PAA/,fir -�5 OS --•�- - -- ---- - -- � .r_ W_ %� � fi 7 / I TCW r!3 - ,rteJ/�� `/ ,+7N , t __>r ?��RP l!4•�0 1.i _ L 5� / - - Q _ �____\ P^r /fj�. /� + �p \ L3�. f-I�'„ �, - ,�► ,� SFC NOTE t AQ5(eve tiAT N,y t 7�8S , !.,t �' - _ lINE- A-1 _ - --- - ------ - - - - \ ,IV� f s o� a,' W %j 3 ,en-acm4orx F ~y /t o f,^o L/,vC' A./ . �7 s7A - 4�', e6 ;v � '�Ows S,&V 33' ^t? o l. cao6t -♦--' °y RIM ,, 157. 45 I < 0 1 ,.e. �s2. 6� ®� 1 - - I ��' (p• '"' OW 1*4TH 7�• _.y i \yam CLq_'�/6�j1 ``` ��` / l• J 64 69 194 �E O• al 'o +� t�1 �_ZAW Ck" C1161Sr. WillOr 00 [,NF A_ 1_ l e, �TUd 60 1 4 E N E ( _ `r `� �� i -+�': $ y2 r�G l° I , # ... ,---.. t t °FIP t1i 'h All 41 1 - oL I I- x (( n � �I --- I , _ is' 39 �,.lr, ( �t) i 4s 8�S' ,v D � 4; �'" 2 I -} �;7 �i;4 I c, �► ! ti �►hHy CLQ_-,t 3Lc7C - 3.t j t, ?+ a4. �s /N46r Mr/ ! * -a ! 4 �V �,� I O t 6C 6 �E� ' `S_-"r_STA. !s 5"' 2/ ='e�T�l '3 47. 5 i5 .' 43 i y= � �s � __ S7' X74 e • 4 _�� 4 5 7 . r.. - 13 v�k, 10 11 12 13 14 18 i - ��-+ 1 6e_ /�1. �,e. /ss. c2 - _'f6. 4? /46 �;,' - 17 , --- ----- -__- ! gEt NOTE " F,60VF: CM rkDTE'', >.�0�� /�� 14-4 o ' �! so w/so[/o Z. r�; rFE y , i I IN 67 ®7 : � 58 86 • I FuTv�eE rr� Ot CSO 'N seE DlT.� Of/� �t _OB 4 f 4C °P, GR' 157. 97 L - S NST,o�c r�PC ST S7 5'7 %/ l i 3�. 49 I I _ _,....�. ..._... - - NARklcaotr - G.F: ' Zi ~ 4•f 34. d2 PT I FXIS7-. RIW 3+ I A 4trEELCAWAI RAMF� • / 6Q O aNU oro EapG0 82. o s-rzErr moNulwAwr STREET & STORM DRAIN PLAN 1 . so \ S r r ? �` C/NE-/4 STG►R.N1 DRAIN C.O/vS '� JCT 152 3�t/ 1 "Isr. CaKaB _. Ex/5r,M6 ,Abw,'v n F C17r sTZ). STREET , .�.�.: r� _-.. AS a P4Rr o r r F P'!fA SIE' o/c ,. L 57,vo .1 T�9„T II 1 I °ro oie i c• __ 4 I e`t EX/6' G/e ,0E 4 S : o. 3= o. 3 b ; -sr ,w aha RACE 41w, 200 J65 65 I S. 'RADE i - - -- - _ --- ------- 195 /60 _. __ 160 /6o _T �J L + O. 500 0lqo1 o I�� DITCH -TO OaYLIC,14T DETAIL.. .IV .55 /SS - I -3 - 155 A.*t /rro{/.NtfJNl C'.�f+TbVdi3 r I r'' u ( � ; y q i o gra t ' v V y � 3 +fQ' lap 0*00 I+cam 0+00 /*010 �- M �11� y �I� X10 �C�/. lei• E ° PROFILE - EYEBROW & CUL-DE-SAS AT S.W. 10 4TH AVE. N a4o' Z30 ✓G 100/ vc e_ +Q.9s d` a --0 76 _---- HORZ. 1 " 50' VERT. 1 " 5' I I _ 4-td 611 o+o0 1*00 2*00 d'►op .4 00 _REV L/NLT B s�b�rn Drpie! TBT A09 190 Awxnr.& /vw 45. s�i I Plwre 1r 50 2a TB T SCALE IN '<9 L!%h1t 6 Sir/r L`rrain rar PROFILE - S.W. DURHAM ROAD No a,t1Tt .1VI11oN IT HORZ. 1 � : so' VERT. I& • �' ALPHA EN411MIR IINCI IMC. DISIONto NJH .AT$ FEIa 1987 PROJECT $ MEET STREET/STORM PLAN naAwN T8T •tett � WqW c /� A ' A ' 5WA>u9nrr1 ,� GLEN N0 . 2 1 7S0 fW. liRrllMi tIYO. _ - til �1 .'�11 V � O 1 Y � � GLEN I'ORTIANp. ORIOON •y2:1 Cl/ICK NJH 'ROJtCT NO ss�s STREET PROFILES - - q nF 10 1'1i r !Oa ) 277 lAS• A'IRQ►V!p PHASE I & II p1� .,.I IMc •..y•.TOM '.•A M+'' 9iti/dwMipn ._ - Ar r,...-_ .......- _.._--•-...-_ •-*..'I�".w M .. �r_.,.. jr. . ,. ,,,.wr-.....�.,.:,w-a«,„. _... ,r'. .�wf�•r- s.r111 F .�.. _ .._._ -• .. .---•-,.....-..-•-_..,.. -a......w»+ _ .. _. __. w»w...,.. . m,na P111V111111ti•i1i111o ',lIr#l1 Ill�tJ f 11,11ji II11111111111�1i IIIII(II jIII IIrIIIAs moo- IIIIIII I I 1 1� I I III ( III III 1 1 1 1 L ( I I ' I I I I I I 1 I - ' � I � � _ _ •- � I I I I I If ( I I I I1 1 1 11 1 1 1 I I I 11 1 1 1 1 t l l i l r 1 1 1 1 1 1 1 1 1 1 1 IIII I I I I 1 t I� I J I I III 1 , 2 3 4 5 6 7 8 9 1�0 11 12 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTIC:�• TT 15 DUE TO (}f QUALITY OF THE ORIGINAL Oe sz 92 a 6z sz rz ez zz Iz oz el 9I tI 91 51 4I c z II of -6 9 c 9 s ti e z ,,,•�""" �►I,I,uIIIUlluttluttltt�tl,uJ�tulu��In1luulu„IIL,I�t��I��I��r,�luir�tttl,u,IunIullluullullnnlmtlnulunll,III,urirII11111111IniIut11n14rnr11nllrruhudu11h1ulrll�hrallu,Iunlnnlnulnlrblul1�11��uulrlr11w1!>trrrlrllrlmrl,lWhnl JULY 7 1992 60' YC e 8 # J. W ._..._ 5 , ._ f'Fi'Of?JSFD 6rtA F _ �x i S TiN:. ;l/.P'cS ►. _ Z I-T. RA C-) k v �'OPOSED (SRAL>E ( 's• _� .� ra U V W wR+ tx —----- -_.__------------- --_.__ - - ,55 150 - ..----._---- - -- _ __- _ -_ _ -- ----NJ � --- ._ __ . - -�. •'�' of '`— z TORO Wk S. -' ` /. - - _ - 7 - -- /sa-- --- -------_----- -- - 1 _ -- - - -- ___-o ___---- --- _- -- __ _ ------------ ___--- --� � - . I----------- ---- ------- ------ --- - - ------- 150 14 5 --- _ __ - --- -- i ------------ .__-_- ----- --- __. - -- ---- -- --Y ------__ _--- - - -- -- - -- ----- - - /¢5 i ►1, x v Lo g1 `� ` -- - ---- - — ---- - ki - —_-- -- ---- --- - /40 -- - -- 145 140 M va �b 1 O `�! h N 1�� O 4 t? n1{ go i 0 b• �" o n� l� �t ire 41 V b I N N , V1 "�k`h }(� `v V i "> _ "� `� 135 --- 0 *470 1+ O:` 2* O0 3 ; ',0 4*00 5-00 6*00 1370x) -/ �o> 04 00 100 2fOO 3�cV ¢-#00 ,S�o© co 00 l PROFILE - S.W. KENT ST. PROFILE - S.W. RIVERWOOD LANE HORZ. 1" : 5ll" VERT. 1" : 5' HORZ. 1" • 50' VERT. 1" 5' ,�f!f4 .5E 2Z 50 VG32' VC �,4oraa Er R�o� �N<)�7" : ----- w7!5'47' - 25'L7 �i`'�'Q S r -�'EXIST 69APE Q` / � � � � ' `�` -- -__—� EXISTING G�f'A E ,� - � EX/ST%N6 GRADS RX I 1 I ` 25, RT / - 25'LT, I Pi('OPOS�D GRA i'E Q ! _ r+ \\ r N - —__ L"----- 4:40 --- - __ - -- ------- - - -- _ _ -�.. 1. -- � �•y �% � r, �+� �I� /� ,, � I --_--- -- fit 1> �y tv -- - _ kz C� o��. � �� h $ 1 1� I U a1 •, �,I __-�-- -— ------ - -155 155-- ._ - — - c Ile - - — -� llj 41, A p �D ll,i �• n` '�h r,a:q r �} .\� n ` � i13 01 vc I _ X75 - --- l� / 91 0L-"- -_ - --- -- -- t8o /7 �+- ----- - _---- Sal --- -— y q v) 'n 41 � N fit % .� N� �r �p ti � b � p i q � � O � C� p l O 0` LCj � ^ �4 g � Cl �P. r V }� Y. to N o O � civ- � � M � IO 0+ 00 l+ov Z+00 0+00 �ro0 z+vo 3*00 4+00 Stab 6,000 D*oo /+o0 21, 00 3+00 4+oU 5+00 6+0�0 PROFILE - S.W. KERI COURT PROFILE - S.W. PICKS WAY PROFILE - S.W. TITAN LANE HORZ. 1" : 50' VERT. 1" 5' HORZ. 1 50' VERT. 1' 5' HORZ. 1" 50' VERT. 1" 5' eH A 5 E' ,�F'��►s r -- �wASE , � yc 4.4'vc 2 0 5 - - -- __- -- -- - - -- - -- - -- ---- --- - 8 , w'v� _ _ 25' LT. FX/STING 6RA D -- Pk'O OSED GRADt 25'RT ! 200 - /7S kn ,; � �1� LT - PRO ED �k-4 E s \ �� l o a p 1w O .. �I j N � m EX/STING G�'Ao_ 157 O j �jIO' O --- 170 /00,vc -0.53 I I I J ` 1 5 \ I I � 1 160 15 z 13 `�I� 0. 0. �� I a I � o I� j � �• '� � O� I I � '� S 2. 98 `` `t- , f , w I /50 ---- -------- - - -- - 41 `�° o ,.o �� '�I� e f o o 'cv v �'' m �a a o o ;� � ti �, �, h l ry k o t �Ia• c� m,� r; O 4t + 1 V �i m + O �. , c� Q; t t ^ h +.� t l� `� (��7vVApm QM' ` 4 ump ' �w \o ap '� a� `�4 a� �D Q� �9 l� •`+ /70 -- 0 + 00 / r 00 2+oo 3*0o 4* 00 5+00 6# 00 7+ 00 (9*00 q too l0* 00 /lr00 12+00 i - a? p Al of t#L r_ /�N�J<r f/T N• DATi RiVIf1i�N BY PROFILE - S.W. 104TH AVE. DISIONfD sco DATt FEB 1987 PROJECT SHEET HORZ. 1' 50' VERT. 1" 5' ALPHA EN431H RNINCI INC, DRAWN TBT ftAtt AS NOTED .__ � STREET PROFILES 4 1750 SW. fKVLIMt BLVD. SWANSON S GLEN S REE RO ILES PORTLAND, ORIS*N 97221 CHICK NJH ►ROJICT No 1346 'B c $03 t 297 - 1454 APPROVlo PHASE I & II OF 9 -— ... ... 'wAyY" - �waert. ,,.... a_J-r,....u►•..,.,......__... ,. ... _ •.. - .- t -._...___._ --._._. ;,...n. .•-.. _ .. _� ,. ' _ -..�.' '�..Tr "•` .. .i•:r "•7fY��,_ x - _ _ .-. ___.._.._..._._._ ' , -T- .,.....r.... _ _ _ ...- .. � ••q « �� 1 - 5 �II�I '+iI�IIFi'il��lt��l� 11r1�1 jt'Il) Ii Ir11111��1` i �t�� (�tIiII�11�IIlil�il�ll r111�Ii�lIiI f I III III lIII I11)111 11 1 1111 1111111111111111111 It 111r11I11111111111 1�1 111IIII 2 3 4 5 6 7 8 9 110 11 12 NOTE: IF THIS MICROFILMED -"- �-' ' DRAWING I- LESS CLEAR THAN THIS NOTICr -IT 15 DUE TO A QUALITY OF THE ORIGINAL DRAWIM,. QE ISE 9Z LZ '2Z SZ 11'2 £2 ZIZ 1Z OZ 61 BI LI 91 SI bl £I �I II 01 / 9 L R SIi-- � -Ito £ Z IIgoe&$" . �111u1111nlllnlll�lll�lulnnllluh►1�111�1l111t111�11IIII1�liltHlllu{lutIM11111111111111111�11111i1111111IIII�IIIIIIiHlll1111,INM11111111111111110►I1111h1i111Riltltt�lt{iill�tll (11111111111111111u�111111Wfl�lllullLltl�l�ll{1�11111NsiUW,1111 JULY � 1992 MW SUMMARY RE: Swan3ons Glen No. 2 Subdivision; Performance Bond Roduct Inn Requast #1. LETTER OF CREDIT (BOND) REQUIRED HOLDBACK RELEASEABLE ITEM AMOUNT MAINTENANCE* INCOMPLETE ITEM COMPLETE ITEM Site prep Grading 15,234 3,047 2 ,000 10,187 Conc. Curb 3 11 ,200 I $ 2 ,240 $ - I $ 8,960 f Street $ 41,510 $ 8,314 $ 3,000 $ 30,216 San. Sewer $ 28,201 $ 5,640 $ 2,000 $ 20,561 Storm Sewer $ 15,450 $ 3,090 $ 5,000 $ 7,360 Water Line $ 36,1.56 $ 7 ,231 $ - $ 28,925 Gas Line U.G. Tel/Elect. $ 4,900 $ 980 $ - $ 3,920 Walks/Aprons $ 14,000 $ - $ 14,000 $s - A.C. Overlay $ 15,635 $ 15,635 Lighting $ 9,800 I $ 1 ,960 $ - $ 7,840 az6 Misc. $ -245.- $ - $ 825 $ - TOTALS $192,371 $ 32,502 $ 42,460 $118,009 0, *RP(pilred withholding for one year guarantee period asurance. kP/6220n 2 70 SSG Y2 y 4414A-le— rll�rlklt It /"Jot 77)1 r y 2 74 4 ,J � / f /0 4Y-41 -e e-, 174 16-01 O�// 14 y i Need �o "414t fit- ,.-/ .July 28, 1988 CITYOF TIGARD OREGON Titan Properties Corp. P.O. Box 6835 Aloha, OR 97007 Dear Mr. Bleak: As requested, I inspected the public improvements at Swanson's Glen Subdivision (Phase II) to determine if they are ready for conditional City acceptance. I have noted these following items: T. Grout pick holes in cones of sanitary sewer manholes numbered 1.2, 13, 17 and 1.8. 2. Flush sanitary sewer lines A-l. and A-2. (Place screen downstream to catch debris. ) 3. Expose stormdrain out fall and rip rap at 0+00 Line A. 4. Provide Interim drainage at west end of S.W. Titan Lane (connect perforated pipe to catch basin on the north side (-,` street as planned or propose alternative). 5. Install roof drain lines for lots 63 through 66 and 78 through 86. 6. Ditch to drain south side of east end on S.W. Riverwood Lane. 7. Install barricades at terminus of all stub streits and at width transition on Riverwood Lane. 8. Install mailbox clusters. 9. Provide TV beta tape and report of sanitary sewer lines constructed to Phase II. 10. Provide Mylar ne-built drawings. 11. Install temporary taper line from Station 2+00 to 3+00 on Riverwood Lane. I will certify project readiness for conditional acceptance when the items above are complete. Although additions and deletions may occur during the one-year maintenance guarantee pt-rind, the following items remain before City final arrpptance: 13125 SW Hall Blvd.,P U Box 23397.Tigard,Oregon 97223 (503)639-4171 — A� ,July 28, 1118H Titan Properties Page 2 1.2. Complete all sidewalks. 13. Complete 2nd lift of AC 14. Complete street markings (taper and fog, line on Riverwood Lane). 15. Install survey monuments. 16. Engineering Certificate of Completion. The mai.ntcnance bond options, and final completion deadlines are addressed in the Compliance Agreement, but if you have any questions, call me nt 639-4171 . Sincerely, Michael Mills, Construction Inspector br/61901) cr_: Norman Harker, Alpha EngineeriuP., cc: F. Lee Robinson July 28, 1988 CITYOF TIGAR,D OREGONTitan Properties Corp. P.O. Box 6835 Aloha, OR 97007 Dear Mr. Bleak: As requested, I inspected the public improvements at Swanson's Glen Subdivision (Phase II) to determine if they are ready for conditional City acceptance. I have noted these following items: 1. Grout pick holes in cones of sanitary sewer manholes numbered 12, 13, 17 and 18. 2. Flush sanitary sewer .l-Ines A-1 and A-2. (Place screen downstream to catch debris. ) 3. Expose stormdrain out fall and rip rap at 0+00 Line A. 4. Provide interim drainage at west end of S.W. Titan Lane (connect perforated pipe to catch basin on the north side of street as planned or propose alternative) . 5. Install roof drain lines for lots 63 through 66 and 78 through 86. 6. Ditch to drain south side of east end on S.W. Riverwood Lane. 7. Install barricades at terminus of all stub streets and at width transition on Riverwood Lane. 8. Install mailbox clusters. 9. Provide TV beta tape and report of sanitary sewer lines constructed in Phase II. 10. Provide Mylar as-built drawings. 11. Install temporary taper line from Station 2+00 to 3+00 on Riverwood Lane. I will certify project readiness for conditional acceptance when the items above are complete. Although additions and deletions may occur during the one-year maintenance guarantee pi�riod, the following, items remain before City final nrrvptnncP: 13125 SW Hall Blvd_P.O Box 23397,Tigard,Oregon 97223 (503)639-4171 _ A �I 150WS AGREVA.UMT SUMMARY RE: Swansons Glen No. 2 Subdivision; Performance Bond Reduction Request N1. LETTER OF CREDIT (BOND) REQUIRED HOLDBAGK RELEASEABLE ITEM AMOUNT MAINTENANCE* r INCOMPLETE ITEM COMPLETE ITEM Site prep Grayling ]5,234 3,04700 10,187 Conc. Curb $ 11 ,200 $ 2,240 $ - $ 8,960 Street $ 41 ,570 $ 8,314 $ 3,000 $ 30,256 San. Sewer $ 28,201 $ 5,640 + $ 2,000 3 20,561 Storm Sewer 15,450 $ 3,090 1 5,000 $ 7,360 1 Water Line 36,156 $ 7,231 $ •- S 28,925 Gas Line $ - $ - s - $ - U.G. Tel/Elect. 4,900 $ 980 - 3 3,920 Walks/Aprons $ 14,000 $ - 14,000 $s - A.C. Overlay .1.5 635 $ 15,635 Lighting $ 9,800 $ 1,960 - fir' � 7,840 MISC. $ X85 $ - $ 825 TOTALS $192,971 $ 32 ,502 t 42,460 $118,009 *Required withholding for one near guarantee period nnurnnce. ke/6220D ._.._.___.. .. owa•M.. A. r CITY OF TI ►►A RD OREGON Titan Properties Corp. P.O. Box 6835 i Aloha, OR 97007 (i Dear Mr. Bleak: As requested, I inspected the public improvements at Swanson's Glen Subdivision (Phase II) to determine if they are ready for conditional. City acceptance. I have noted these following items: 1. Grout pick holes in cones of sanitary sewer manholes numbered 12, 13, 17 and 18. 2. Flush sanitary sewer lines A-1 and A-2. (Place screen downstream to catch debris. ) 3. Expose stormdrain out fall and rip rap at 0+00 Line A. V- 4. Provide interim drainage at west end of S.W. Titan Lane (connect perforated pipe to catch basin on the north side of street as planned or propose alternative). / , P l> 1 5. Install roof drain lines for lots 63 through 66 and 78 through 86. Al `, aV l �e- e_, .4- 6. Ditch to drain south side of east end on S.W. Riverwood Lane. 7. Install barricades at terminus of all stub streets and at width transition on Riverwood Lane. ! 8. Install. mailbox clusters. 9. Provide TV beta tape and report of sanitary sewer lines constructed in Phase II. 10. Provide Mylar as--built drawings. 11. Install temporary taper line from Station 2+00 to 3+00 on Riverwood Lane. I will certify project readiness for conditional acceptance when the items above are complete. Although additions and deletions may occur during the one-year maintenance guarantee period , the following items remain before City final acceptnnee: 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 972.23 (503)639-4171 - ---- roc W A(4P_EE'tf 1.)T 77ze i9ee MOM "itan properties ire 2 2. Complete all sidewalks. 3. Complete 2nd lift of AC 4. Complete street markings (taper and fop, line on Riverwood Lane). 15. Install survey monuments. 16. EnpineerinR Certificate of Completion. Vhe maintenance bond options, and final completion deadlines are addressed in the Compliance Agreem(,nt, but if you have any questions, call me at 639-4171. sincerely, 4tchael Mills, ,onstruction Inspector hr/61901) Norman Harker, Alpha Engineering E. Lee Robinson _ 1 PEASO COMR.I AW-C I� i, t' K CITY OF TI1FARD July 27, 1988 OREGON Portland General Electric Co Western Division Attn: Mr. Jim Ryan 14655 SW Old Scholl.s Ferry Rd Beaverton, OR 97005 RE: Swansons Glen No. 2 Subdivision Streetlighting Dear Mr. Ryan: This is to acknowledge that the City has found the streetlight installation in said subdivision to be satisfactory and, further, to acknowledge authorization for PGE to energize the '-hirteen (13) lights therein, under Schedule 91, Option "B." Sincerely, i i .John S. Hagman) Engineering Technician ht/6171D cc: File City Accoun.:ant R.J. Rouse Electric Inc 16320 SW Parker Rd Lake Oswego, OR 97034 13125 SW Hall Blvd ,P.O eax 23397,Tigard,Oregon 97223 (503)639-4171 -- ---- 1 el Z71 G Pnel it`routlnq request Pad 76M ROUTING - REOUEST Plsaae READ HANDLE ❑ APPROVE and 1 �� ` ►h�•Pt� _ (❑ FORWARD __ +eaa dt�f4►�1At _ IJ RETURN _ ��K y "�O 0v KEEP OR DISCARD � Wt 7.e��. �� REVIEW WI+TH ME 11P0 ��, Dale�/zs ` •From ,, R. J. ROUSE ELECTRIC 'VC, N 1�a� DATE 7/18/88 o URQENr � 0 SOON AS POSSIBLE 16320 S.W. Parker RG FILE NO. 25 ❑NO REPLY NEEDED LAKE OSWEGO, OREGON 97034 „p,g. ATTENTION John Ha ggman Phone 635-2824 T° sue✓EcT ; wanson Glen #2 St. Lighting. City of Tigard P. O. box 23397 Tigard , Oregon 97223 lNES SA GE it. lighting for the subject job has been completed. Upon your acceptance, please send a copy of your acceptance to our office and notify PGE to energize. SIGNED 1RFPLY DATE OF REPL V Poet *dPlease lt'"ronp ROUTING - REQUESi 7H' � q$1 1-� L_wT'p�Ao To yL 9 HANDLE ❑ APPROVE and ❑ FORWARD 2 r RETURN44 E-1 KEEP OR , �E S� ❑ REVIEW WITH ME RL�tJ Date_ X From_-� '� fR. a/ye" C_.AtA.W d•,.J,z�. ? sY.Q -Q,27.Q, MORGAN W.BLEAK VICE PRES11UEN7 TO PROPERTIES CORPORATION FR AT" P.O.BOX 6835 ALOHA,OR 97007-6835 BUSINESS OFFICE(503)6B4-6606 3 -.2 2 9 8 .z�a�✓ �L. ,[i'OZh.� �.A.;.4.�� oI�,.,.errr/M.` �°.�, �yrs+, � �`�! iT� —[.�,Q_, '--/14W- CL * •., �r.:�., �:.� •..�`.l1�ar/ 41 7167l / � y .June 8, 1988 CIIYOF TWARD OREGON Titan Properties Corporation PO Box 6835 Aloha, OR 97007-6835 RE: Swanson's Glen (Phase 112) Subdivision Dear Mr. Bleak: This is to verify, per your request that: 1 . Ea%'n lot will be situated on a concrete or asphalt surface road which has right-of-wav and improvemEnts, include curbs and necessary and adequate drainage structures, together with means for operation and maintenance, which meets the standards of the City of Tigard, Oregon. 2. Said subdivision, where necessary, will have drainage structures and fill designed to prevent flooding as approved by the City of Tigard, Oregon. 3. A municipality owned disposal system will be available to each lot at the lot line of each lot at the time of sale or lease of each lot which meets the requirements of the Environmental Quality Commission, with capacity to serve all lots in the subdivision. 4. The improvements required, to be constructed, by the City of Tigard, Oregon are under construction. 5. A Subdivision Compliance Agreement and Performance Bond has been executed by the subdivider and has been accepted and acknowledged by the City of Tip,ard City Council thereinregard completion of the Improvements; said documents are on file in the City of Tigard Recorder's Office. I hope this letter clarifies the matter for you, regarding documentation/ verification required to be submitted to the State Real Estate Division by each subdivider. Yours truly, Y- J�hn S. qna -m-nn Engineering Technician (RJ,T:ht/52541)) 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 9 7223 (503)639-4171 - -- \x j D4 IL4 1 FU x W I z •� I (n H z H E-1 iF w° U)Zn ° H a �l 0.1 N � O H H E� e` art914 — _ — — \ SUBDINI'olON COMPLIANCE AGRE.EMENI THIS AGRLEMLNT dated the __Z10 -.- day of ._ J4V_?ne0_1' __ 1 1988 between the CITY OF TIGARD, a municipality of State of Oregon, hereinafter termed the "C'11'Y", and Titan Prover-ties Coroorato hereinafter termed "Petitioner" . W I T N E S S E T H WHEREAS, Petitioner has applied to the City for approval for- filing in Washington County, a subdivision plat known as Swanson's Glen jptiase_#2) in Township 2 South Range 1 West,_ Section 14, Willamette Meridian, Washington County, Oregon; and WHEREAS, the City has adopted the Standard Specifications for Public Works Construction by Oregon Chapter APWA, for street, storm dr&in, structure and related work, and Unified Sewerage Agency Standards and Specifications, for- sanitary sewer, construction, prepared by professional enginvors, f ci r subdivision public improvement develupment; and WHEREAS, the public improvements to be constructed in Petitioner' s development are incomplete, and Petitioner has nonetheless requo'3ted the City to permit progressive occupancy and use of property in the subdivision, and the parties desire hereby to protect the public interest generally and prospective purchasers of lots J.n said subdivision by legally enforceable assurances that public improvements will be installed as roquirod and completed within the time hereinafter set forth, NM-, THEREFORE, in consideration of the foregoing premises and tht, covenants and agreentents to be kept and performed by the Petitioner- and its sureties, IT IS HEREBY AGREED AS FOLLOWS: (I-) Petitioner shall proceed with development, with the InLont and purpose to complete all public improvements except sidewalks and ste-vol trues of said subdivision not later than two (2) years from the date of this agreement, arid Petitioner agrees to comply with all sijbdivislon standards as set forth in the City' s Subdivision Ordinance and the standard specificAtions of the City of Tigard, to comply with all terms and provision!f specified thervinregard this improvement by the Concil and Planning Commi,..sion of the City of Tigard, Oregon, or as May be specified by the Commurity DovolopinonL Department and to use only such material and to follow such designs as may bi-, required by or approved by said Department, petitioner tiha I I prov i do certification of installation conformance and one as.-built mylar, both stamped by a registered civil engineer-, to the City prior to City inspection or petitioners improvement work fur- City conditional and final t4ccoptarict, cons iderat ion. (2) To assure compliancp with the City's requirements arid the provisiotitt hereof, Petitioner- tenders herewith to the City a surety bond in for-in 'Approved by the City, with liability in the amount of $19.2_,E1.00 a copy ther-clof is hereto attached and by this reference made a part hereof, PoLitiunor's contractor shall be licensed, borided and insured. (3) In the event that Petitioner shall fail, neglect or refuse to proceed with the work in an orderly and progressive manner to assure completion within the time limits, upon ten (10) days notice by the City to Petitioner and Petitioner' s sureties, and such default and failure to proceed continuing thereafter, the City may at its option proceed to have the work competed and charge the costs hereof against Petitioner and Petitioner's Sureties and in the event same be riot paid, to bring an action on the said bond to recover- the amount thereof. In the event such action be brought, Petitioner and Petitioner' s Sureties promise arid agree to pay, in addition to the amounts accruing and allowable, such sum as the court shall adjudge reasonable as attorney' s fees arid costs incurred by the City, both in the Trial Court and Appellate Court, if any, or the City may, at its option, briny proceedings to enforce against the Petitioner and/or Petitioner' s Sureties specific performance of the contract and compliance with the subdivision standards and ordinances of the City of Tigard, and in such event, in like manner, the City shall be entitled to recover such sum as the court shall adjudge reasonable as and for the City' s attorney's fees and costs, both in the Trial Court arid Appellate Court, if any. (4) Petitioner-, concurrent with the execution hereof, shall deposit with the City an amount estimated to equal pole arid luminar maintenance fees, for street lighting facilities within the subdivision, according to Portland General Electric Schedule #91, Option "B", together with a further- sum equal to the estimated cost of providing electrical energy to energize the street lighting facilities for a period of two (2) years from the date of initial energizing of said lights. Said amount being $_ _1,451 ,52 (5) The City agrees to make and provide periodic and final inspections which in the City' s interest are desirable to assure compliance herewith, in consideration whereof the Petitioner shall pay proscribed inspections fees.1t (6) ine City agrees to install street identification and traffic signs within said subdivision, in consideration of payment in the amount of $659,00 . (7) At such time as all public improvements except sidewalks arid street trees within the subdivision have been completed in accordance with the City's requirements, Petitioner shall submit a "certificate of installation conformance" to the City to notify the City of readiness for conditional acceptance inspection and, then, upon notification by the Department of Community Development that the requirements of the City have been mot, tho Petitioner- will sub•.►it to the City a good and sufficient guarantee bond if not already provided with the performance bund, form approved by the City to provide for correction of any incomplete work or any defective work or maintenance becoming apparent or arising within one (1) year after conditional acceptance of the public improvements by the. City . (8) Upon receipt of certification from the Department of Community Development that all requirements have been met, and a One Year Guaranlrr B"rid, the City agrees to conditionally accept the public improvoment subject to the requirement of completion of all work arid correction of deficiencies and maintenance for a period of one year as hereinabove set forth. (9) That in addition to or supplementary of the requirements of the City' s Subdivision Ordinance arid the provisions hereof, Petitioner- birds itself to conform to the fol'.owing requirements, scheduling and limitations - *Project Fee $ 6,590.50 Sewer Fee (a) None of the lots of Petitioner' s subdivision as described may be occupied for residential purposes until an occupancy permit is issued under• authority of the City and no occupancy permit shall be issued prior Lo conditional acceptance of the subdivision and to the time that the sidewalk paralleling the street for each developed lot proposed to be occupied, is installed as a part of the development; provided that all sidewalks as required by the plans and subdivision code shall be installed throughout said subdivision not later than three (3) years from the date of this Subdivision Compliance Agreement. (b) All landscaping trees on that portion of each lot between the public sidewalks and the curb (parking area), if required, shall be planted in place prior to final inspection and issuance of occupancy permit for each such lot- in the subdivision. Provided that final inspection and application for• occupancy permit occurs within any calendar month from October to April of any year, such plantings may be deferred until the next followi;►g growing season. In any event, all required landscaping and trees in all areas shall be planted and in place within the entire subdivision within three (3) years from tho date of this subdivision improvement contract. (c) After• conditional City acceptance of the public improvements, the Petitioner agrees to place an asphaltic concrete overlay on all roads within the development; placement cheduling to be approved by the City. (d) Compliance with all terms and provisions specified theretofor said subdivision development by the Council and the Planning Commission of the City of Tigard, Oregon, in regard to variances allowed from the subdivision ordinance, conditions specified by the zone use classification and, also, on the approved plaL(s) and plan(s) . (e) Petitioner• agrees to correct any defective work and to perform any maintenance, upon notification by the City, arising during the guarantee period as hereinabove set forth. (10) At, such time as all public improvements have been completed in accordance with the City' s requirements, Petitioner shall notify the City of r•etrdiness for final inspection and upon certification by the Department. of Conm►unity Development that all requirements of the City have been mNL, l.he Council agrees to accept said improvements for operation and maintonar►ce responsibility, ar►d release the Petitioncr•' s guarantee bond. (11) The parties hereto hereby adopt the form of performance bond, copy whereof is hereto attached and by reference made a part hereof, and Petitioner• agrees to cause to have said bond executed and filed with the City concurrently with the execution of this agreement at or prior to the time this agreement is executed on behalf of the City . Petitionpr further agrees to maintain said bond in full force ar►d effect until otherwise authorized by the City in writing. (12) The specific requirements of Paragraph 9 hereof shall for all purposes be included as a part. of the obligation secured by the afor•estaid performance bond and the City shall be entitled to recourse thereto in this event of default on the part of the Petitioner• with respect to any r•equlremenL thereof, .»_..,., :.n,.:,:...�...,.w.,w...-.:,.,vvr,..ua.:-.,w+..,wainaawwv'«o,;"cwwu..r+i.awrenie.,eu...e,:�:..u�evaw:� —..--•st+wu`/IweYiw"�a..�.��1 �"-,:•:,.'• w�wdp'.SaR+AkSnw" �SN1tiItlyWLhar4o; IN WITNESS WHEREOF, Petitioner acting by and through its duly authorized undersigned officers pursuant to resolution of its Board of Directors has caused this agreement: to be executed, and the City acting pursuant to resolution of its Council adopts t e ting thereof Ply and regularly held on the lj� day of 19�f has caused this agreement to be executed by the Director of the Community Development Department. PETITIONER: TITAN PROPERTIES RPORAT ON B y• THE CITY�OF/TIGARD, OREGON Director of Community Development Dept. (Attach Notary Acknowledgement hereto) Return signed copy to: Titan_ Properties Corporation 2700 SW 185th Avenue, Suite 2014 Portland, OR 97229 (007OS) Ct7 f�Y Develop or, Engineer, Agreement City Engineer• 13125 SW Nall Blvd . PO !lox 23397 Tigard, OR 97223 RE: Swanson' s- Glen phase N2 (Name of Project) Dear, City Engineer: We hereby certify that Alphi EriyineeringIris. Norman J. Harker _ _ _.� . . __._._.. (Name of Engineer) has been retained by Titan Proper•ties_Cor oration Stephen and Morgan Bleak)-_ _ (Name of Developer) to perform the following work pertinent to the above project. 1 . Perform the surveying or verify the existing surveying information as necessary for the design. 7 . If necessary, provide for the expertise of other' engineers such as sails or structural engineers arid, also, oversee materials and systems testing. 3 . Pr•epar•e construction drawings in accordance with the City standards and obtain the City, and if applicable, Department of Environmental Qualitf, County, or State approval of such dr-awings. 4 Supply con?t,-uction staking. `�. Provide adequate inspection to assure compliance with City Specifications, and keep accurate field notes in order to prepare "as-built" drawings . f,. Upon completion of construction provide one set of as--built drawings on mylar• to the City. 7 Upon completion of construction provide written certification that all improvements are complete in accord with the approved plans and specifications. 0 Obtain City approval prior to any substantial deviation from the approved plans . 9 Resolve. engineering and construction related problems as may arise. We agree to t.ify the City immediately if the above agreement: is terminated or if the Er ineer• for any r fison is unable to perform the above duties. D veloper � F. sneer. Date cn/3512P/002.3P CITY OF TIOARD N o. 31299 13125 S.W. HALL BLVD, P.O. BOXR 97 Date - TIGARD,OR 97223 ,4ddress Lut Block/Map Subdivision/Address 'ermit M's Bldg. plumb Cash Check Sewer �-- Other Other Rec. By Acct. No. Description A t 10.432 Building Permit Fees 10.431.600 Plumbing Permit Fees ^J 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 51.448 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 Busin^ss Tax 10.434 Alarm Permit 10 227 10 455_ Fines Traffic/Misd/Parking ~� 10.230- CPTH Traffic/Misd/Vic. Asst. 10-456 Ind,gent 122 Defense _ _ - —"� 30 401 Sewer Service/ SA' U 30.12.2-402Sewer ServiceJCity 3f)'/, -- 30.123 _ Sewer Se,lice//City Maint. - 30.125 _ Unmatched -- ------ 31.124 Storm Drainage -" -- --� 40 475 Bancroft Prin. Pymt. ` '10.471 Bancroft Int. Pymt. - A---_ TOTALoill A ACCOUNTING COPY LUMIL K1 M 00 2 2 CD x N u u�y 00 c 00 -Y c S cn w Q� U O ?Z n U * X w Z 'Z =0 r W 2 C, pC) ` Y U 00 I � h 2 O O 0D v 00 %� n a 0 0 O 00 w � O Q Lo rL O w ra .a V H Ln 2 Ln Q [ Ln W Z c� c d Cj 0 C m U n O O Cl O m r ro rn O z ru LL .-4 > $4 �� b � I W > 1 2 OY 2 4J 2 44 rA rc CL Q O c0 0: I�p � w � Q -�OOp� ¢ v U 4 o o� a (] -I V>O V yZC W_w SW U) I_ _� m - - 0 ao a V 2 cr J Q u W Q Q O w lW wo: a :)I i a0 > IwLLO 03o v o CX ate¢ Z'" LI) I � o �a u ti� PLEASE TAKE THIS TO THE CASHIER FOR A RECEIPT NAME:E- DATE: •I _ly _�"�; ACCT y -� �A DESCRIPTION — _�— AMOUNT 10-22000Refundable Performance Bond Deposit 10-43600 Public Sewer Plan Check/Inspection Fee _ 10-43600 _ Public Storm Plan Check/Inspection Fee __ `10-43600,? /Public Improvement Fee $ C'tS` U. -ev - 10-43600 Street Opening_Permit 10-43600 _ Street and Traffic Marking 5`l. DD --'21-44200 Street Light Fee - Sign Permits $ _- 10-43800 Ladd 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 TOTA1. $ --c Zj, 3(. ke/3574P C1-TnY OF T117A RD 02EGON April 18, 1988 Titan Properties Corporation 2700 NW 185th Avenue, Suite 2014 Portland, OR 97229 Re: Swansons Glen (Phase /f2) Dear Mr. Bleak: Enclosed, please find the Compliance Agreement for said project. After signature thereof by the principals) and notary, please return it to me for final processing. After City execution and acknolwedgment, a copy will be transmitted to you, for your file, by the City Recorder. Subsequently, thereafter, the approved public improvement construction plans can be issued upon receipt of a check, in favor of the City of Tigard, Oregon, In the sum of 19,829.36; being the sntd agreement (therein stated) deposit/fee(s) . Yours Truly, 1/fohn S. Hagman Engineer Technician ke,'43191) 13125 SW Hull Blvd ,P O.Box 23397.Tigard,Oregon 97223 (503)639-4171 — ------- -- — — ---I UC�/O/'J !�h CirGu/i;7'os? � �•.��pr-rYle� 7�2 Jb42sctc-vm5 GA/-cu��c�� >�ere bcJ`f rlo si r�i�iC_��-s�.c�J�s-, c5 LETTER OF COMMI- MEN"t' (Performance Bond) We have received from F-C7 �_ A �t� . (lending institution) a loan commitment in the amount of $__192_,9'71 ,00—.,-, to finance construction of subdivision located in the City of Tigard, said subdivision being commonly known as Swansons Glen Phase I[). This loan commitment is specifically for, construction purposes for: 1) public streets, including driveways, aprons, sidewalks, lighting and curbs 2) sanitary and storm sewers 3) domestic water 4) underground telephone and power V aas 6) A.C. overlay . All such improvements are to be completed in conformity with City approved construction plans and the subdivision compliance agreement thereingard. We have agreed that disbursement of the 1122,971 .00 will be made in accord with the following schedule upon completion of each, ur all, item(s) ; but not. including the hold-back described below. ITEM AMOUNT. Site Preparation/Grading 15,234.00 Concrete Curb 11 ,200.00 Street (base rock, leveling ruck, base AC) 41,570.00 Sanitary Sewer and appurtances 28,201 .00 Storm Sewer and appurtances 15,450.00 Water Line and appurtances 36, 156.00 Gas Line and appurtances -- Underground Telephone 6 Electrical 4,900.00 Concrete Sidwalk 6 Driveway Aprons 14,000.00 Asphalt (street overlay) 15,635.00 Street Lighting 9,800.00 Miscellaneous (barricadews, mailbox clusters, etc. ) 825.00 We have entered into a "Subdivision Compliance Agreement" whereby we have agreed to install all improvements in accordance with Lhe requirements of the City of Tigard and we are hereby authorizing you to hold the above--stated funds to pay them to us only when the following has been adhered to: That the City of ligard has provided certification acknowledging completion of any or all work pursuant to the above itemized schedule of improvements. Pursuant to Lhe above schedule, 20% of the cummitmont. funds (i .e. , Ii381594.20) will be held back through the normal one year guarantee period or, until final City Acceptance of the project takes place or until the City is provided with a separate maintenance bond, effective for said one year period from thv date of City tentative acceptance of Lhe work, to assure conLinued froodom from defects, and maintenance, during the guarantee period , Page 1 ■w �i Page 2_ Letter of Commitment Concurrent with the final release of these funds, establishment proceedirigs will be instituto..d . It is understood and approved by all parties of concern to this loiter of commitment that the City of Tigard shall have first claim and priority to the sum of t192L971 .00, less disbursements approved by the City of Tigard, in the event of any defect s)/or failure(s) to correct such in the construction of the required improvements. I:t is further understood and agreed that the aforsaid priority of claim is paramount to all parties including the lending institution making the loan Arid that the lending institution has covenanted and agreed that, the sum of $192,•971 .00 less disbursements approved by the City of Tigard shall be held available to vatisfy any aforementioned claim by the City notwithstanding default on loan by borrowing party or termination of l(_)an by lerid ing institution. DATE: ` c g Sincerely Yours, Titan Pr ernes r oration Approved and Accepted: BY ; 1 B Y: �! (Lending Institution) BT 1 -� c_L ._ (Attach notary informAl ion (Title) and signature(s) authority) cs/1462P/24P Page 2 L /TATE Of OREGON } }J J County of Multnomah } On this 14th day of April, 1988, personally appealed STEPHEN A. BLEAK, who being duly sworn, states that he is the President of TITAN PROPERTIES CORPORATION, the within named Corporation, and that the seal affixed hereto is its seal and that this instrument was voluntarily signed and sealed in behalf o` the corporation by i—thority of its Board of Directors. Before me: NotaPublic for Oregon My c mmission expires: 1-18-92 STATE OF OREGON } ';s County of Multnomah } On this 14th day of Aptil, 1988, personally appearea Richard S. Caffall, who being duly sworn, states that he is the Assistant Vice :resident of The Oregon Bank and that the seal affixed hereto is its seal and that this insrument was voluntarily signed and sealed in behalf of the corporation by authority of its Board of Directors. Before me: Notary Plic for Oregon My commission expires: 1-18-92 � t A�� ENCINEERIId� �C. LIELl U F5r _ W MUM MA UTML CONSULTING ENGINEERS&SURVEYORS SUITE 19 a 1750 S W SKYLINE BLVD — — --' PORTLAND.OREGON 97221 DATE . Jy oe NO PHONE:292.9774 or 297.1458 -� / - ATTENTION RE' CQG WE ARE SENDING YOU '�`}�ttached ❑ Under separate cover via _ the following items: Shop drawings �rints i i Plans C; Samples ! Specifications Copy of letter L] Change order I COPIES DATE NO. DESCRIPTION 'NESE ARE TRANSMITTED as checked below: "14,4or approval L] Approved as submitted ❑ Resubmit copies for approval 0 For your use Cl Approved as noted L1 Submit .copies for distribution -- C, As requested 0 Returned for corrections ❑ Return--corrected prints For review and comment ❑ _—... ❑ FOR BIDS DUE ._.._- __-19_ PRINTS RETURNED AFTER LOAN TO US UFMARKS COPY TO_. aMMRIHFt /tib Jl&""son 01411 It enclo■uraa are not as uotod. kindly notify us of once. CITY OF TIGARD, OREGON DEVELOPMENT SERVICES DEPARTMENT PUBLIC IMPROVEMENT FEE COMPUTATION SHEET Project Title: `:_-t�)�v,��oa�� ±�lr�a GhyS� 1 Imprv.. Type:, c��b�aH Computed By: Date: 4-5-BS 1 . P,uJECT PERMIT FEE (T.M.C. 18. 164. 150) : A. Improvement cost estimate, CIO less sanitary sewer. . $—�(.'4 � �_ (Adjusted Cost) B, 0.04 x $. —�(0'- 1C c _ . . . . . . . . . . . . . . . . .$— -- (Adjusted Cost) 2. SANITARY SEWER MAIN, PIAN CHECK AND INSPECTION FEE (Ord. No. 85-02) : A. Contract surcharge applicable . . . . . yes, no. (agreement name) ,,.�, B. Sewer Improvement cost estimate $ 1 )- (sewer est. )- C. 0.04 x $ ;' �Tr 1 . $ 1 lLr _._—_._ .,1_�._._._ (sewer estimate) (fee) [or] $100.00 min. , whichever is greater . . . . . . . , .$ li! Z 3 . STREETLIGHT FEE (T.M.C:. 18 . 164. 130 (x) & 3 .08.010) : A. P.G.E. Schedule No. / Option No. Type of Lamp bVMWFA/Watts "2e' ; Type of Pole !'J mss Height 1g� BJ.�4 B. $ x _ lA - $ — 55,�� /mo. (monthly rate) (no of lights) L $ _ �F' x ',4 = $_ S,� /mo. (monthly rate` (no. of poles) + _ ` x 74 months - $ }4-Lb (subtotal lights) (Subtotal poles) 4. TRAFFIC-PEDESTRIAN SIGN FEE (T .M.C. 18. 164 .030(u) : A. Stop: @ $- $ — (number) (each) (subtotal) c B. St. Name: Z _. @ $ ---115-q_q - $- - ' -- C. Cumbo: ie •o �- E $.___._g �..__ (Mist. ) I Sign(s) Total . . . . . . . ` :3. GRAND TOTAL. (FEE'S DUE) . . . . . . Rorpipt Nn Date Paid: ChP0. c'a9h 0970P t 5�r �� ENGINEERII�' INC. L LEU u t� CONSULTING ENGINEERS b SURVEYORS SUITE 19• 1 750 S W SKYLINE BLVD --- ---- ---------- PORTLAND,OREGON 97221 DATE JOB No PHONE:292.9774 or 297.1458 j 1 rn.6Ar I ci __ �__ Q•5 __-__ ._-__ ATTENTION - I "E yI� 886! 8 E UVW G",' G333 J - WE ARE SENDING YOU `t-, Attached Under separate cover via the following items: U Shop drawings ❑ Prints ❑ Plans EJ Samples U Specifications Cl Copy of letter ❑ Change order ❑ r -COPIES DATE NO. DESCRI ON i MESE ARE TRANSMITTED as checked below: U For approval ❑ Approved as submitted ❑ Resubmit--copies for approval U For your use n Approved as noted ❑ Submit copies for distribution — 'W j56 requested ❑ Returned for corrections C] Return_,_corrected prints I For review and comment ❑ I ' FOR BIDS DUE —_ _ 19 PRINTS RETURNED AFTER LOAN TO US RF MARKS l ('OPY TO SIGNED: Qtn�- MINI P40, ,ydda/es Den OWL 014,1 If enclosures are not as noted, kindly notify Ys of once. ALPHA ENGINEERING, INC. J00 t, \ CONSULTING ENGINEERS & SURVEYORS SUITE 19 ■ 1750 S.W. SKYLINE BLVD. ■ PORTLAND,OREGON 97221 ■ PHONE: 2971458 SWANSON' S GLEN #2 ENGINEERS ESTIMATE Site preparation and Grading $15, 234 . 00 Concrete curb 11 , 200. 00 Street 41 , 570 . 00 Sanitary Sewer 28, 2.01 .,3�' Storm Sewer 15, 450 .00 Water Line 36, 156 . 00 Telephone & Electri::al 4 , 900 . 00 Sidewalk & Aprons 14 ,000. 00 Asphalt Overlay 15 , 635 .00 Street Lighting - 14 @ $700 . 00 91800 . 00 Miscellaneous rn-t1 v-#% � � �. 825 . 00 TOTAL $192 , 971 . 00 SWANSON ' S GLEN Phase 2 ( :£ LOTS) SCHEDULE OF PRICES ,SCHEDULE A - ST.REET CONSTRUCTION JOB #1345 --- -------------------------------------------------- --------------------------- ?M Est . Unit Description -Price -Total , Qty . ------ _ __ ---------------------- ---- L . S . $ 6 , 800 . 00 -LS Clearing site from brush & removal b ao CY Stripping Topsoil in right $ 1 . 62 $ 1 , 296 . 00 of way � y,iso CY Excavation $ 1 . 72 $ 7 , 138 . 00 CY Embankment $ $ t 1, 95 CY Base rock (2"-0) and leveling $ 13 . 00 $ 25 , 935 . 00 9 course (3/4"-0) A .C. surfacing (Type "C" ) $ 5 . 90 $ 31 , 270 . 00 � - 300 .-�Y � i (two lifts) I � gpa LF lu" Standard curb $ 4 . 00 $ 11 , 200 . 00 3 EA Street barricade $ 275 . 00 $ 525 . 00 CY S'tripping of lots ; CY Structural fill for lots I ;?15W LF Power tren -hinu $ 1 . 00 $ 2 , 500 . 00 4 EA Power crossing $ 325 . 00 $ 1 , 300 . 00 y EA Transformer pad $ 200 . 00 $ 800 . 00 CY 31 --0 base stabilization ` V1 L41 VA $89 , 364 . 00 I1 place measure J SWANSON'S GLEN Phase 2 C 38 LOTS) JSCHEDULE OF PRICES SCHEDULE B - SITE DRAINAGE JOB #1345 Item Est . __ Unit No . Qt . Description - Price Total ------------- -- - ------------------------------------------_------ ---- ---- 1 ) LF Furnish & install - P. V .C. culvert pipe including all excavation & Jnative backfill ._ _ 2) Soo LF Furnish & install 12" $ 14 . 70 $ 7 , 350 . 00 J concrete culvert pipe including all excavation & rock backfill . � > 3o0 LF Furnish & install 12" concrete $ 12 . 60 $ 3 , 780 , 00 pipe including all excavation & native backfill . 4 ) LF �7urnish & install 21 " concrete culvert pipe including all excavation & rock backfill � > LF Furnish & install 21" concrete culvert pipe including all l excavation & native backfill . J 6 > LF Furnish & install 24" concrete culvert pipe including all I excavation & native backfill . 7) EA Standard manholes complete 8` EA Standard catch basins complete g) 9 EA Oversize catch basins complete $ 450 . 00 $4 , 050 . 00 10) 20 CY Rip rap beginning of storm line $ 13 . 50 $ 270 . 00 11 ) EA 24" x 6" tee 12) EA 21" x 6" tee s' r � 13) E,1 Wet well trench k�. , 1 ��1 $ 15 . 450 . 00 J SWANSON'S GLEN Phase 2 ( 3 8 LOTS) SCHEDULE OF PRICES SCHEDULE C - SANITARY SEWERS JOB #1345 - ------------------------------------------------------- ---------------------- 1 t,em Est . Unit No . Qty . r;escription Price Total l ------------------------------------------------------------------------------------ J ] > 6 38 LF Furnish & install 8" P. V .C. $ 16 . 35 $ 10 , 431 . 30 sewc,r pipe complete including excavation & rock backfill & testing . � ) LF Furnish & install 8" P . V .C . sewer pipe complete including excavation & native backfill & 1 testing > > 80o LF Furnish & install 4" P. V. C . $ 13 . 00 $ 10 , 400 . 00 sewer pipe complete including excavation & backfill & testing . J 4 ; ql O LF Furnish & install 4" P. V . C. $ 9 . 50 $ 3 , 990 .00 sewer pipe complete including excavation & native backfil'. & testing 3 FA Fur-.ish & install manholes $ 950 . 00 $ 2 , 850 . 00 complete including standard frame and cover. /.7 E1, Furnish & instal-1 8" X 4" tees $ 25 00 $ 425 . 00 3 EA Stub out of MH for lateral $ 35 . 00 $ 105 . 00 $28 , 201 . 30 ,J SWANSON'S GLEN Phase 2 ( 38 LOTS) SCHEDULE OF PRICES SCHEDULE D - WATER SYSTEM JOB #1345 --------------------- ------------------- Item Est . Unit No_-----qty_ Description PriceTotal ---------- - --- -------- _ _ _ 1 ) 2Z0" LF /Z DIP complete including all $ -2-4 . D0 - $ 5 , 280 . 00 fitting & all other appurtances . All excavation , backfill , testing & disinfection t' ) 910 LF 8 Ductile iron pipe complete $ 17 . 00 S15 , 640 . 00 including fitting, and all other app>>rtances . All excavation , backfill testing and disinfection :3) 3'10 LF DIP complete including all $ 15 . 00 5 5 , 100 . 00 fitting & all other appurtances . All excavation backfill , testing & disinfection . 4 ) 3 EA Fire Hydrants complete $ 1 , 440 . 00 $ 4 , 320 . 00 ` ) 2 FA IZ Butterfly Valve complete $ 670 . 00 $ 1 , 340 . 00 y EA 8 ' Butterfly Valve complete $ 489 . 00 $ 1 , 956 . 00 2 EA Gate Valve complete $ 360 . 00 $ 720 . 00 > > 3 EA Blow-off Assembly complete $ 400 . 00 $ 1 , 200 . 00 > 3 EA Connect to existing line . $ 200 . 00 $ 600 . 00 $36 , 156 . 00 ALPHA L�C �('�L�rl OO �' `l1 [n3�A�GYJ��G�70UG�L1� AENGINEERING, INC. ----CONSULTING ENGINEERS 6 SURVEYORS DATE tilllff: 19 1790 S W. SKYLINE f31.VD � _ PORTI AND,OREGON 912 21 ATTENTION PHONE:2929774 or 297.1458 -- RE WE ARE SENDING YOU X Atteched ❑ Under separate cover via _-__ _ ._.-___....__- the following items: ohop drawings ❑ Prints ❑ Plans 1 Samples Specifications Copy of letter ❑ Change order ❑. —_______ — COPIES DATE NO. DESCRIP71ON G LE4 THESE ARE TRANSMITTED as checked below, K For approval Gl Approved as submitted ❑ Resuumit_ copies for approval For yo-jr use C] Approved as noted El Submit copies for distribution ❑ As requested ❑ Returned for corrections f-7 Return corrected prints N For reviev. and comment ❑ . _. . .. _ (J FOR BIDS DUE 19 _ ! 1 PRINTS RETURNED AFTER LOAN TO US REMARKS_-- -- -- -- - — - --- - _ s111�^Y � � P0111.11"rr,utlnp reuieel p PleaseEl READ READ To HANDLE -- — ❑ APPROVE \ --- and ❑ FORWARD ' RETURN COPY TTM U KEEP On DIS RD ) SIGNED: ❑ REVIEW H ME —' idly notify us at once Del. tS�/ AM i-ro WASHINGTON COUNTY OVERSIZED WROUGHT IRON OR WELDED STEEL FRAME AND GRATES CURB 1) CONCRETE TO BE 3000 P.S.I. 2) EXTERIOR WALLS MAY BE POURED NEAT AGAINST THE EXCAVATED BIT SLOPE 3) ALL BACKFILL AREAS SHALL BE I' IN THE MINIMUM DIMENSION AND q q COMPACTED TO 95% DENSITY. B4*J COLD JOINT KNIFE JOINT TOP 4'-0" 4'-0" 2" 3-011 - n 1' 71. 3-0" y iI y MIN x n L n v� STANDARD_ M HRUNGS 1 12 O.C. IGS 6"YJALLS 1O TYPICAL � g" MIN. �. • I SECTION A-A SECTION 13-8 CITYOFT11FAM STANDARD INLET MANHOLE OREGON DESIGN BY APPROVED BY DRAWN BY ��g SCALE DATE DRAWING NO N.T.S. 3/14/88 S-� � � 1 WIN .car td. 87037381 A. 1��f a Y 0 •m CORPORATION fJ ~II 1 z CONSENT COVG','mNT (NG4V1PAONST1vANCE AGREFHENT) }t II Street Ispcuveeen u The understgnad owners (including purchasers) of the reel property describel IH'rn du hereby record their consent to the forsatioa of a local lspr('vame.,z district by Clio City of Tigsrd for the purpose of teprovfng the public streets upon which the described property abuts. The undersigned expressly waive all present and ',rure right) to oppose or remonstrate against the formation of a local improvement district for the improvement of the abutting street or mtrests, reserving only the right to contest the inclusion of particular cost items to the improvement district proeeading and any right they may have node. • the lava of the State of Oregon to contest the proposed assessment lormulr. X • The real property that to the subject of this consent covenant is described as followem m • , • { SEE ATTACHED EXHIBIT 'A' - d 1 IN WITNVS WHEREOF, the undersigned corporation hoe caused this agreement r �. to be executed by its duly authoritid, undersigned officers acting pursuant to resolution of Its Board of Directors. jay vim r,'fe i c :e4,CAd f.1VW Nerve of Corporation Cor,arsto Sul �Pce i ant STATE OF OREGON ) by: as. Secreterr Courty of Washington ) Persorelly appeared Ott n U h} riles.'K _who, each being first duly sworn, disay that the armor la the presidQ{nEE an'I that a la ter is the secretary of .11A(i f� [J4 11 ltn V _ a corrore�ion, and that tie seal affixed to .he foregoing Instrument U the corporate seal of said curporatlon and that soil instrument was signed and sealet in behalf of *aid corporation by r.uthorlty of its board of directors; arl uah of them acknowledgad sold instrument to be its voluntary act and deed. IN 1PSTIMnN7 WHEREOF, I have hereunto set my hand and seal this �.� day of 19B] . Notary/ u� Oregon N �VA*IVB CAl1RCYS g � (N 7AJtI ){�o.IGGIlE(.OW Mi Commission Erpirest My Cammnwn impirel . Approved an to legal description this 1 — day of __J0 ILA 198 By: Title: �T Approved this this 1 day of DEPARTMENT OF COWLINITY �D,E,VV11441PMENT Title! .Ir l M, (020") /13 . t owl I s Tlt':I Nu. ii.j.3 �4 x+ ; z EXUBIT "A" Corns:-.lingat the Northwest corner Of Section 1u, Township 2 South, Rar.ge 1 Wst, of the Willamette Meridian, in the Cov ty of Washington and Steta of Oregon; thence South to the South line or Solonon R..r.hcrdson and +die's Donation hand Claim, 30 chains thence East 26 2/3 rode; a thence North 3C chains, thence West 26 2/3 rodo to the place of beginning, cor,teijiing 20 acres, except a strip of land 16 4 feet will on the North aide of the above described tract recorded in fflileboro As a public road forever. EXCZPT that part beginning at r, point 22.50 chains South of the Northwest 1 corner or said section• thence South 7.50 cheina to th4 South line of the Donation Land C�aim of Selomar. Richardson and wife- thence East nlrn` the South line of said Venation Land Claim, 6.16 '2/3 chains; t! snce 7.50 Chaine to a point due East ar the point of beginning; thence West 6.66 2/3 chain, to the piece of teglnning, containing 5 acres. It is understood that ro right of wa:1 by implication or otherwise to granted herewith. All in wasr.ir.gtorn County, Oregon. .g' r r i 14 � 1' a J t r r r�7 7 7Z. „ a RI J��iM P1.4 ,�S 4, r .• �r � �l ^ V. '' ,b` a � ' , • des #7 ii Amr7j _7T_ Li SLIXATIO um 4. IV4 r/VC SA CK,4r,44. GRA !/LIAR A1AC*'P14LL "All I"'i Ass oft-ft" 4, 160 O 170 170 00 66001 1A lV XXiS71NISR OA A PE 1ALg -aftsfAb's 409 w*I o"',6,% -4 V%9 C10I S008 90 oesaW ti Q VIE iSShcfelaffallow Time fts q C �e on kb K) jo*,,A=ot OOLWI IMIRCET SAIL TYPEM 155 LAND UN P WqDTH "rRANSITIONS /COS-, AM TRAHOPWTATK34 106 -402 Irk, A*wo-I 4&ZAL M -47 Olf 14 ...... 1. lk IN 121. - -- ISO 6- Iroo - 160 24.6- 1 /? a wWw,e Yo.r xpo mu ill ONAMM MA.LS OW KIII + 54 ?W SAN. SEWER 151- 32 � 07- Ar 1-C 4 AM 0//5 A %, /C.. 1I 50 arr(sw 1'4:.. 4 IE: 167 24 111 PW� EWER 4 9. 4 -.---Ak;g-CA 3 \ /IC 14 /V IE /540.19/ w '?s our L/46 .13 11V 4. g ,f. z,. .�t3,'9 p, iz I G 9P 4.. Ali 5 wi 16 /49. 25 oar /1 150. 71 04'r /5/. >3 0 4 3, "0sE 140 0+00 1-t 00 2+ \00 3-000 4+00 S+00 6*oo 7*00 0-too a 4- 00 1+00 2+00 C 4 3.1 SRAPC P/7Z;h z ri 0,CA ioV Lou 0 LINE A— 1 1 L24E B (PHASE 1) (PHASE 11) SECTIK)" A-A SECTION•P-B 7— /fi- 3A CKF[/-`- BAS XF/Lt C"oFjWjAW STANDARD INLET MANHOLE NNW w APNWMN ov WAM 6 7- SeA Z>E ...................... NATIVE 84T_ceoiI 4' -SIP .4 es/p Cs 4 x 150 45C /0. 145 '76 '241:5P 6 677 9'- 12 9 7 0 0242 AF: 1196'. /7 0 0 + 00 /+00 2+400 /80 1AS.- 1A00, 41 LINE A-2 /5 1 180, 14 04-Ir (5) (PHASE 11) 175 -4 NA;rlVkr AWC.<FALL 5A,,4NvLAT NATIVE 0A6-Xr1" -4 54. 6 ZF- /.Ii: 'CSP 0. 06168 C� Ila 170 -- 170 165 A ------ !14 EX157 �AAZ)i5 eh- �RA P Aov,,w.N r /,oI165 160 160 11,I) RIP RAP Q p kj 11 11g, A_� '46,67 56- OV7 160 '„A". SEWER' --4. FX/.;4 4 SAN. 1$7:7_Ao 24 asR 0,jo 7 155 -- vFs C.cool k /55 fso -116 14 �-F_ 10 16q, 12 S a 0.09047 'o / '57.24 ,y 14 /E:/S3 9, WIE) Ili (E IE: /56.f5 mur"sw) 1E - /'I "V 53. w (s) IE 158.35 IN /A* 15 2 5 r/ 1,F.. 1-64. 46 66, �57 Z1-- 'IF IV r ♦ A'r: _-Cr. i;, 0XI r I 150)1 S. 0 +00 1+00 2+0o 5+00 4+00 _5+00 6 +00 (9+ 00 9 *00 0 +00 2 +00 3+00 4 +00 001-- A OP, 4 lAlC LINE A e e'vAsAr-1 LI w. (PHASE 1) NO DATE NIVII11111110" rr 011511411101111101 SCO DATE March 1987 PROJECT ALPHA ENGINEERING INCft Vw :_rp 1740 sw. SKYLIHN BLVD. �N��tt DR A%V N T13T SCALE 111 50' H SWANSON ' ,r.' ClI,EN NO. 2 PONTLAIdD, OP-'00" 97221 'CHICK NJH PSOJICT NO 1345 SWANSON'S GLEN STOR64 DRAIN PROFILES N ( 506 ) 29) - 1458 APPROVE* PHASE I & 11 OF .00, mc malsvew"ft 0. MEMO -111111jr 1 vw—, 6� It 11 11 .1 2 3 4 5 6 9 10 11 12 NOTE: IF 7111S MICROFiLMED DRAWING IS LESS CLEAR THAN THIS NOTI%v-IT IS DUE TO IrUALITY OF THE ORIGINAL RAW ING, oc 6z 92 Itz 9? r.2 11P Ly E a a a I a 02 61 81 LI 91 1 tp I EI 21 11 of 6 9 1 9 s E 2 1 I�j11114111howifil It I AL A 11111 fill I A- ML11111fifill.jww"fill mm JULY 1992 L 7- Ai;i —4 4 tM. 7B SAN. AIN.#s' .STA, l R M: /52. 4 2 8"PLUGGED STu6(w) S ,D `yI ATEv /' 6' PHASE 1 PHASE : /MS TA 1. 9" W,,r 57 1 f 96. oG SAN. Al" A' %6 Lt 6U. 5'a 54/d MH'� l5 ____END 8"W4 TFC' L/Nf REP DE7A1L �� SND 8` wA rE.v ��r�- - _ * 5 .. Sr SYN. 2�56. .�q l INS L B"':y1J B.F, V. 70 72. 22 SAI,. M �'sr,4s1 c�n�E t3Lo�� R/A4: 192• dt• 9_t 37._8_9 5AN. M.4'*6 /•-E/YD 4 imrfX 41ACE RIM: 187 5' STRADDLE BL 0u t Jr _ 0*00 1.We A. WAi7'ER � Z" 8�� QSSEMEf : / I S TALL ST;',40U�.E ' 2' Q.O• 4SSE•41©Lr ,45 ^eAv DE'T- I J57 SM 9i � �i2 __ -- _ A acv E• ;r ExIS•r/NG F N. ` l ALOCk 4 2'' B.O. ASSAW490Y , RI STA. //s 26. O.� R/M: 1c 0. 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CLA55 Ce" $1''$.Q. •.• ° i b� EF y I ■ • o too r-IniC/\-l-/a / 1 1 • t- 63 /0 e!I!O'S I a ® 90 ■ 3ISS.1l i1NEA'I a 3 r '�. .• +r .a+ i-� /5t�7 /Sa4J /5 �i� /j 7rj + ti /2t 4' °°• /1F07 T; a 40 ( 33 • J,4 q,$ , lf/G !;AN WH '`•. l _ fo L av L do - � I L=40 - - ;�' .�o L_Sl ;'' : L=3& CA/v St srJy= �tTs.s1 A D_ Da 5 Ds T.5 D- 7.5 j D• .$1 Ds S D= B DsQ °O 19 _ '� . i f lM• %oto. 9`7 .m_7- 7 5 - - ---//w F,OCOT ( ---4 D a �! i R --- ST:J� ; •�.••• 2�%Z m MJ BE I✓D 071 c __.___ -- - WA TE Z CONNECT O EX/ST. I L =43 \ ........... ...�..., .......1C7t....... /` .......... ........... ........yL....... .......... Y Q ..J I . GLA�. " / 12' ®"cxcs ' YV" BFV 0 DrAbasE BWLT C.r: j' /2" _ +�ATE Q IQ' f - � , /.f 64 _j i 89 • 7L _ -- --- rr', F' R��_ I _-� - - -- -- - - -- - - - - - - -- r_ - - - - - 1/*4q 6Q ,6 I� 3 6 a j s/ 84 ;. .. . 4 eta fs A `' -t,C 5 1 A 4 c 66 �` __ �-- I J . =40 L c 37 L - Do 7 0 RIP B�/�r /r /6 -- -- --- - - - 18 - - - __--- - A-9•.11 _ _ `iA/v. EWER F_d.5, j INE. 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MN;M� r o�' eA/•�/RG r1 /VSTAL._. 4p A/J --- ---- _..__ /,.,TALL 6 /NJ ,SFV l I 1 I 7' .STA. 2,, G 7. 6.0 n ., , V'00- Z"8.0, , DAf SYRADG'_= Bio - . s ST. �7A. 3 t '�3. 69 ST{'AD� �F BLOCK 6 Z B.D• P/n.1: 'S2. _,71 } 2.iB.v. .9 C,>t'rifB_ 1 �' d�E'y j71 Y .45 oEiC' DE T/1/L 50 PEA, aErA/L. I I I .e�rTtav6 Ex. -- -'-- ° as I --I A Bc Cpw-vswF S'rF�Ti (%'t L I L Ft'r 74 ' NOTE: L!''VE Q QA. BEE GXwsTQtJCTE.^ � 3O'30 4e a3 d= AS 4 Pa 4,7 Of= Pr4ASE I~ = =- cs/VJr r0 8C 48ANDOMP tIR4N 5 r4 y t ... 5� I �nM��ETIaN 0/0 R14A5z �J k 00'. ` wy RODOINC t0� STRADDLE /LOCK p\,� 1 ( 1H ��' 011 10' BEHIND BACK Of 2'GAIq 17 1 n 1Oa r SIDEWALK PLUG ^I'� �` 8 7"7_ s �Nr S • I CONCRETE 3W 104TH AVE. �_I I I N• f w Ll I GROUND METER eOX SIDEWALK STRADOLE eLocx DETAIL -aW 104TH AVE 64 , } + 7so^ - - - - - - - . - - ir"t M rpm Ih6MIRT11i1M �1. -- r TAINT POR OPTIONAL BL BLOCK SEE STRADDLE BLOCK 01' Z'IRASSIAM[RICAN MADE, r WETNOO, AWWA APPROVED) GATC --�-- . p Z " ' ' I.�. t'SHORT NIPPLE 11 a0 �� WELL - *O•ELL --- - ----- - I _ 4 \ �p Q 0� ,5� 2'GAI v, ►1►[ T,J. PLUG OR M.J. I' (.� 5� ✓.f r, N PLUS/CAP W/2'111T tV Pig()~�� M;��. ,, �a• .� L _- Of (lid 1 -j '�l r �.1 I� I I Mfr. 1tv: : ""/� ^ /r �DeQIS+,Uc� STANDARD BLOW OFF ASSEME3LY I ' o c \ = 76 04 ,7 I L 31. e6 lqc 1 `, I d0 2a 0 !g0 3 0 itSO ¢ a-z 9.AJ A Op4� L /NE A 1 " 2 0' ,.I/al ft -&M PAC CrrY AFAIF. a•N, ^Ivlq.sf .1T � va � " SCALE IN FEET Z 12 -!D. � AMIt ArX t' SIDI'9ET LJOMT(MAc[I)-At� 76 - B •�-sy PN=Ist' JT "faot•:i'tt/rrest" A� �J, N• DATE Rllvll?ION RY I " I 1 DESIGNED SCO DATE March 1987 PROJECT SHEET ALPHA ENQINEERINQ INC. ---- __ i • 20• DRAWN TBT :cAr`i As S� SANITARY SEWER/WATER PLAN 1700 •w. SKYLINE R`v o. _ _. � W � N S o N � � G L_ E � 6 �._..._ CRICK NJH PR01ICT N• �, INTERSECTION DETAILS A\ PORTLAND, OR�oON 07711 /� �+ p OF �WANSON ' ; �WLN NO. 2 PA ( 903 ! 297 . 1458 APPROVED PHASE � a I� 7F x ■•• a•t wAvwtrt•w.ww r ..'_fes_- - '_'-_^mrwa4••. M. .•w.I.n�'•T.- '. R I I I ( l l l l l l l 1111411 I1 � 1 I ( 1 11 t I t ( I t I I I t t I I I t I I I I r I I I I t I I I I I I I I I I I I III III 1 I ttl T I f t I I I I { I itl I C III ' - �• _ -' ,... 11T � II � � IItiII � � � I � ITI � II1 ilT►� I -II � IIIIIII 1 � 1 � Ilillll � lll � l � l � lll ) I � I � I � I � Il1I1 � � 1 � I 1 NOTE: I F CHIS MICROFILMED I 2 `3 4. 5 7 e 9 10 1 1 12 DRAWIM3 IS LESS i;LEAR THAN THIS NOTIC -i -IT IS DUE TO QUALITY OF THE ORIGINAL DRAWING OE 6Z 97 a 92 SZ f2 c8 tZ la OIIZ 61 81 LI 91 %1 rl E1 21 II 01 6 9 1 9 SL.,.�.1r .•'. E'•-- Z IL"•A•" I�aIIIIIIIIIIIIIIII�IIIIII�IIIIIIIIIIIIIII1tlIII�IIIiI11t111111I11111t111I111111N�1111111�111111111M1u�Intllluln1111u11111111111�11/Nm111111n11111nh1ukNt�nitlltulu1ll11uhtltlnHluldilulllllllllluluuluubw>1M�IUtlullllullllll�liulllulnlll�ll�lhn) _ • JULY 7 X992 TIGARD PLANNING COMMISSION ` REGULAR MEETING — DECEMBER 2, 1986 1 . President Moen called the meeting to erdew at 7:38 PM. The meeting was held at the Tigard Civic Center — "Town Hall Room — 13125 SW Hall Blvd. , Tigard, Oregon. 2 ROLL CALL: Present: President Moen; Commissioners Owens, Fyre, Leverett, Peterson, Vander-wood, Newman, and Newton Absent: Commissioner Butler. Staff: Senior Planner Keith Liden, City Engineer Randy Wooley, Assistant Planner Deborah Stuart , and Secretary Diane M. Jelderks . 3 . APPROVAL OF MINUTES Commissioner Newton submitted corrections to staff. Commissioner Fyre move(+ and Commissioners Newman seconded to approve minutes with corrp(.tions submitted by Commissioner Newton. Motion carried unanimously by Comr.issioner present. 4 . PLANS TING COMf1ISSION COMMUNICF,TION There wa! no communication. 5. PUBLIC HEARINGS 5 1 COMPREHENSIVE PLAN AMENDMENT CPA 1.1-86 CITY OF TIGARD NPO H 6 Request by NPO 11 6 to modify the Tigard Comprehensive Plan Transportation Map designat:.on for SW Ri.,erwood Lane from a minor collector street to a local strset and to change the designation for a portion of 108th from a local street to a minor collector. City Engineer Randy Wooley reviewed the Engineering report and made staff' s recommendation to redesignate SW Rivet-wood Lane to a local street and to redesignate SW 108th, north of Dover Landing subdivision, to a minor collector, Senior Planner Liden read a memo from NPO N 6 supporting staff' s recommendation. He alsn read a letter from Eugene Cummins, 9850 SW Kent Court, asking for approval . PUBLIC TESIIMONY o David Murray, 10135 SW Riverwood Lane, supported the City Engineers recommendation . o Wanetta Chamberlain, 16720 SW 108th, favored the proposal . o Dan Graham, 10180 SW River-wood Lane, supported the proposal since Riverwood Lane is currently bui?t to local street standards . PLANNING COMMISSION MINUTES DECEMBER 2, 1986 - Page 1 t t; .L aQv Q INK 0 o Jim Isaacson, 9800 Sb? Riverwood Lane, supported designating Riverwood Lane as a local street but opposed expansion of Riverwood Lane because it would create increased traffic and vandalism problems . o Kim Condrin, 9600 SW Riverwood Lane, supported Jim Isaacson comments . o Mick McDonna, 9740 SW Riverwood Lane, supported redesignating of River-wood Lane but did not support the extension of Riverwood Lane. o Stephen Petruzelli, 9980 SW Riverwood Lane, favored the local street designation, however, opposed any connections . o Rick Caffall, Rainier Bank, representing property owners along Riverwood Lane supported the redesignation. o Norm Harker, 1750 SW Skyline supported Engineering' s recommendations . REBUTTAL. r o Randy Wooley, City Engineer, explained that this proposal only affected the Comprehensive Plan Transportation Map. PUBLIC HEARING CLOSED: o Discussion followed regarding how Riverwood Lane would connect with future development. Consensus of the Commission was to support redesignating Rive n,jood Lane to a local street. and 108th, north of Dover landing, to a minor collector, Discussion followed regarding which recommendations should be forwarded to City Council . 'A Commissioner Owens moved and Commissioner Vanderwood seconded to forward CPA 11-8C to City Council recommending approval of items one through five of the City Engineer' s recommendations . Motion failed . Commissioners Moen, Fyre, Leverett, and Newton, voting no. Commissioner Newman abstained . Commissioner Newton moves; and Commissioner Moen seconded to forward CPA 11-86 to City Council recommending approval of items one and three of the City Engineer' s recommendations. Motion failed 5 to 3 . " Commissioner Fyre moved and Commissioner Leverett seconded to forward CPA 11-86 to City Council recommending approval of items one, two, and three of the City Engineer' s recommendations . Motion carried by majority of Commissioner present. Commissioner- Moen and Newton joting no. Commissioner Newman abstained . SJ 7 Request to divide a 11 WMTS ranging between 4,400 and 6,000 square feet. Located. South of Durham Road at 104th (WCTM 2S1 ~� 148, Tax lot 600 and 601) . Senior Plarmer Liden reviewed that statue of the application and rado staff' s recommendation for approval . PLANNING CrWISSION MINUTES DECEMBER 2, 1996 - Page 2 a� APPLICANT'S PRESENTATION / o Norm Harker, Alpha Engineering, 1750 SW Skyline, reviewed the two issues regarding access to lots 700 and 800 and the extension of Riverwood Laine. Ile requested that the Planning Commission give them the flexibility to remove two lots for access without having to return to the Planning Commission for approval. PUBLIC TESTIMONY o Larry Bissett, 2004 SW Irving, owner of tax lot 800, stated he had entered into an agreement with the applicant contingent upon the development of the Scheckla property. Discussion followed with the Commission regarding P':cess, width of the property, and easements. o Steve Beak, Titan Properties, 2700 NW 185th, stated they had met the requirements of the Planning Commission and needed 4o be able to conclude this deal by the end of the year. Discussion followed regarding half street and three quarter street improvements along the southern portion of the development, o Bibianne Scheckla, 10890 SW Fairhaven Way, representing the Scheckla properties, explained that they have an existing easement and would not pay for the construction of the street:. She expressed her concern regarding the alignment of the streets . Discussion followed, REBUTTAL o Norm Harker explained that there will be three possible accesses to the Scheckla property . Discussion fol �.owed. PUBLIC HEARING CLOSED o Discussion followed regarding options the Planning Commission had for approval . Omer Newtbp red and Commissioner Peterson seconded to approve t5W anned development PO 5-86 + basad un stat.�Y's �. $�na'lii bWYi ' Jl g the following conditions: . `i;*",Bouth and of the development be impro4ed to 2. The develope iV ' "Lfle 00titlh, to remove two lots for access purposes without rptur"09' to the planning Commission. Motion carried unanimously by Commissioners present. RECESS 9:05 PM RECONVENE 9: 15 PM r r Commissioner Owens left 9: 15 PM. y PLANNING COMMISSION MINUTES bkCEMBER 2, 1996 — Page 3 c . Chapter 18. 164 of the Code will be sr+tisfied during the approval process for the final plat. �;. DECISION Based upon the findings and conclusions above, the Planning Commission approves S 15-86/PD 5-86 subject to the following conditions : 1 . UNLESS OTHERWISE NOTED, ALL CONDITION`; ,11/111 DE MET PRIOR TO RECORDING THE FINAL PLAT. 2 . Seven (/) sets of plan-profile public 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 . 3 . Construction of proposed public impr,—,ements shall riot 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 sign installation/streetlight tee. Also, the execution of street opening permit or construction compliance agreewent shall occur prior to, or concurrently with the issuance of �,�ioroved public improvement plans . SEE THE ENCLOSED HANDOUT GIVING MORE SPECIFIC INFORMATION REGARDING FEE SCHEDULES, BONDING, AND AGREEMENTS. 4 A one (1 ' ) foot reserve strip granted to the "City of Tigard" shall be provided at the terminus of all stub stree' s . �. Additional right-of-way shall be dedicated to the Public along thr SW Durham Road frontage to increase the right-of-way to 4', feet from centerline. The description for said dedication shall be I JK,4 tied to the existing right-of-way centerline as established by �1.bc��51'a �1 Washington County . The dedication document shall be on City forms 3_a—sl (r-OA and approved by the Engineering Section. DEDICATION FORM:; AND INSTRUCTIONS ARE AVAILABLE FROM THE CITY ENGINEERING SECTION. ` /6 oW Rivermood Lane shall be improved to minor collector street ►,C" standards and shall conform to the alignment of adjacent Fot' improvements . This,`condition shall be modified accordingly if tiu, D C- � Comprehensive Plan Desiyratiuri for this street. is mudifie�l riur SU T; to submission of the final R��k� 34� rJ w2iot I Development. phase boundaries shall be specified and roviewed and U�l , approved by the City 8 . Access to a public roadway shall hV provided fur Tax Lots) #/t () and #800. 9 . No direct access shall be allowed nntu SW Durham Road 10. Sight distance along SW Durham Road and along SW 104th Avorijo shall be conformance with City--County Road design standards r-TNAi ORDER No. 96-30 PC - TITAN PROPERTIES S 15 -86 - PAGE 4 e 11 . Utilities including wz;ter and sewerage (storm and sanitary) lines, shall extend to the boundaries of the plat to provide for future extension to uA eveloped tracts. 12 . Interim improvement of the development entry at SW Durham (toad shall be made to provide for deceleration of vehicles without unduely obstructing eastbound traffic along SW Durham Road. 13 . Driveway apron locations at intersections shall be designated on the public improvement construction plan and shall conform to City locational standards . 14 . Additional storm drainage run--off created by this development shall not negatively impact downstream properties . Applicant provide City with suff=icient assurances (i .e. easements, et.c . . . . ) that public liability is not increased . 15. The applicant shall obtain a letter of serviceability from the Department of Land Use and Transportation of Washington County for SW Durham Road. A copy of said letter shall be provided to the City Engineering Office prior to issuance of a ^,;blit Improvement Permit. 16. Joint use and maintenance agreements shall be executed and recorded on City standard forms For all common driveways . Said agreements shall be referenced on and become part of all applicable parcel Deeds . Said agreement shall be approved by the Engineering Section. JOIN1 USE AND MAINTENANCE AGREEMENT fORMS ARE AVAILABLE FROM THE CITY"; ENGINEERING SECTION. 17. Street Centerline Monumentation a. In accordance with ORS 92 .060 subsection (2) , the centerlines of all street and roadway right-of-ways shall be monumented before the City shall accept a street improvement. b. All centerline monuments shall be placed in a monument box conforming to City standards, and the top of all monument boxes shall be set at design finish grade of said street or roadway. C . The following centerline monuments shall be set: 1 All centerline-centerline intersections . Intersections created with "collector" or other existing streets, shall be set. when the centerline alignment of said "collector" or other street hw; tworl established by or for the City; 2 . Center of all cul -de- sacs; 3 Curlre points . Point of intersection (P. I . ) whon their position falls inside the limits of the pavoment otherwise beginning and ending points (B C. and t C) f INAI ORD, No. 86-- 3ci PC - TITAN PROPERTIES S 15-86 - PAGE �, 4 . All sanitary and storm locations shall be placed in positions that do not interfere with centerline monument-ation. 18 . The applicant Shall provide for roof rain drainage to the public stormwater system. 19. A grading plan shall be submitted for Building uivision approval All lots receiving fill material shall need a soils repor•l prior to issuance of building permits. 20. Sanitary and storm sewer details shall be provided as part of the (Building Permit pians) (Public Improvement plans) . Calculations and topographic service area - basin map shall be provided as a supplement to the Public Improvement plans, to demonstrate evidence of area - basin full development serviceability . The location and capacity of existing and proposed lines shall be addressed . 21 . A non-remonstrance agreement for the future development of +W Durham Road shall be executed by the applicant, on City forms, and shall be reviewed and approved by the City prior to recording. 22 . A tree cutting permit shall be obtained from the Planning staff prior to removal of any trees outside of the street right--of-way that are over 6 inches in diameter. Lot lines shall be located in the field prior to an inspection by the Planning staff to determine which trees may be removed . �i�wl0 i 23 . The street along the south end of the subdivision shall be improved with a 3/4 street standard. 'TSE 7.4 . The developer shall have the option to remove two lots for across AS OL� purposes to t:he southern end of the development with Planninq pG li�0 Director approval P.�.Nst7>r 25 After review and approval by the Director of Community Development and City Engineer the Final Plat shall be recorded with Washington County . 26 This approval is valid if exerciser) within one year of the final approval date. All subsequent phases must commence within two years of the final AnProval date . It is further orderod that tho applicant be notified of the entry of this order. PASSED: This _�_e day of )December, 1986 by the Planning Commission of the City of Tigard. A. Don--,!.A Moen Tigard Pla-ning Commission (KSL:0149W/0006W) FIIt'Al- ORDER NO. 86- -�O PC -- TITAN PROPFRTIFS S 15-86 PAGt 6 o pC . .` 2S 1 1ICC SW DURHAM ROAD to Cl) 15 100 ,..500 8 ` t 2 ' • � Out f_ 20 IN, ` \ � \ Q ism • , 10 y .• N tr.. 300 } y w 95 SINGLE FAN(�L LOTS + , 4400 SQ. FT. MI,NlitlllUM AREA 5� TYPt6h LOT 44'" x 100 ' 1 \RC2 ;;. O i I �5 71 700 J __ - ... --. -•- -�- _ i / �G � BVI S°��'+ J6. ------------ ,,.0 300 — _ fi.��o - — - '-.�._ _ - _` _ _—' __: '_ .� r^` •r ^L _d T Y PP S O 400 V 41 Or I _ � I _�__.._ -�.•.r _ ___ _ - ,,gypp .7.00 Q.%%Jf OOcb L14. �ultaozna,h (7a�uast„ OTr�goaz -- Date R 2 Time_ WHILE YOU WERE OUT M .. ot__ Phone— TELEPHONED PLEASE CALL RETURNED YOUR CALL. WILL CALL AGAIN WANTS TO SEE YOU HUSH MessageiC1. ;/ — 0d - 57� By: 1A.114DIVISION COMPLIANCU AGRUEMNI THIS AGREEMENT :NT dated the .__ day of 1988 between the CITY OF TIGARO, a municipality of State of Oregon, hereinafter termed the "CITY", and Titan Proper-ties Corporate hereinafter termed "Petitioner". WITNESSETH : WHEREAS, Petitioner- has applied to the City for- approval for- filing in Washington County, a subdivision plat known as Swanson' s Glen (phase_112 in Township 2 S.jqut_hL Rare1 West, Section 14 .............. Willametto Meridian, Washington County, Oregon; arid WHEREAS, the City has adopted the Standard Specifications for Puhlic Wor.1<4 Construction by Oreg(-.)ri Chapter APWA, for street, storm drain, sl_rcictury and related work, and Unified Sewerage Agency Standards arid Specifications, fur sanitary sewer construction, prepared by pr•c.fessianal ong 11`10 0 f'4, f o r, subdivision public improvement development; and WHE'R1 Ai, the public improvements to be constructed in Petitioner-' f development are incomplete, and Petitioner has nunotholoss roquosted the City to permit proyressive occupancy arid use of property in the subdivision, and the par-ties desire hereby to Frotect the public interest gonorally arid prospective purchasers of lots in said subdivision by legally enfor-ceable assurances that public improvements will be installed as roqu i rod and completed within the time hereinafter set forth. Now, THEREFORE, in consideration of the foregoing premises and tho covenants and agreements to be kept Arid por-for-med by the. Petitiorier• and its sureties, IT IS HEREBY AGREED AS FOLLOWS: (1•) Petitioner shall proceed with dovelopment., with the iritt'rit and purpose to complete all public improvements except sidmijalks and 40-ool irtli?4 of said subdivision not later, than two (2) yo4r-4 fr-om tho d,,ttv of this agreement, arid Petitioner agrees to comply with 411 ,subdivision O.And,Ar-ds as set forth in the City' s Subdivision Ordinance and tho standard spocificationti of the City of Tigard, to comply with all tormti and provisions 4pocifiod thereinregard this improvement by tho Cont-il and Planning C011111644i011 or tho City of Tigard, Oregon, or as may be spociriod by the Community Dovolopmont Department arid to use only such material and to follow such do4igm.; att may [it, required by or approved by said Dopar-Litiont. Ili?t i L i one,r shall provide certification o f installation conformaricv and oriv as bu i I t my lar, botIt -.t t ampod by a registered civil unginoor, to t'he City prior to City inspot I ion oi* pe t i t i one rs -i mprovemo n t work ror• m ty curidi I I o ria I and final 4c t opt aric o consideration. (2) To assure compliance with the City' s toga i r oma til 4 and tho pvovi4inns hereof, Petitioner tenders herewith U, the city a sur oly Ijotitl in for-111 4ppe-oviiii by they City, with liability in the amount. or $191,9/t 00 a copy thoroof, is hereto al.Lai-hod arid by this reference mado a part horoof Ilo I i I i orit,r' s contractor shall be licensed, bonded arid iriqurod. (3) in the event that. Petitioner shall fail, neglect or refuso to pr•ocot)tl with the work in an orderly Arid progressive manner to assure complet itis within the gime limits, upon ten (x0) (lays notice by the City to PetiLionor ,ind Petitioner's sureties, and such default and failure to proceed continuing thereafter, the City may at .its option proceed to have the work competed ,-ind charge the costs hereof against Petitioner arid Petitioner' s Sureties and in the event same be riot paid, to bring an action on the said bond to recover the amount thereof. In the event such action be brought, Petitioner arid Petitioner's Sureties promise arid agree to pay, in addition to the amounts accruing and allowable, such sum as the court shall adjudge reasonable as attorney' s fees arid costs incurred by the City, both in the Trial Court and Appellate Court, if any, or the City may, at its option, bring proceedings to enforce against the Petitioner• and/or Petitioner' s Sureties specific performance of the contract and compliance with the subdivision standards and ordinances of the City of Tigard, and in such event, in like manner, the City shall be entitled to recover such sum as the court shall adjudge reasonable as and For the City' s attorney' s fees and costs, both in the Tri,.l Court and Appellate Court, if any. (4) Petitioner-, concurrent with .he execution hereof, shall deposit with the City an amount estimated to equal pole and luminar maintenance foots, for street lighting facilities within the subdivision, according to Portland General Electric Schedule 1191, Option "B", together with a further- sum equal to the estimated cost of providing electrical energy to energize the slrvot lighting facilities for a period of two (2) yaars fr•um the date of initial energizing of said lights. Said amount being $_._I_,451 ,5 (5) The City agrties to) make and provide periodic and final inspoclions which in the City' s interest are desirable to assure compliance herowith, in consideration whereof the Petitioner shall pay prescribed inspections foos .M (6) The City agrees to install street identification and traffic :liens within said subdivision, in consideration of payment in the amount of $659 00 (7) At such time act all public improvements except sidewalk:+ arid sttvot trees within the subdivision have been completed in accordance with tho city ' s+ requiren►ents, Petitioner' shall submit a "certificate of irisI'A11ation conformance" to the City to notify the City of readiness for- conditional acceptance inspection arid, then, upon notification by the Department of Community Development that the requirements of Lhe City have been mot, the Petitioner will submit to the City a gtuod arid sufficient guarantee bond iP riot already pruvided with the performance bund, form approved by the laity to provide for correction of any incomplete work or any defective work ur maintenance becoming apparent: or arising within one (1) year. after eondit i,+nal acceptance of the public improvemrntct by the. City . (9) Upon receipt: of ct,r•1. i f ic:al.ion from t.ho De par•tmtant ul' (:onunt;r►i t y Development that all requiromont.s have btlon mot , and a one, yc,,+r Bond, the City agrees Lo conditionally accept thea public impr„v01110r►t subju+ t to the requirement of completion of all work arid correction of dericietivir!; arid maintenance For a period of one year as hereinabove set forth, (9) That in addition to or supplementary of tho requiremonts of the, City' s Subdivision Ordinance arid the provIsior►s hereof, Petitioner binds itself to conform to the following requirements, scheduling arid limitations : *Pr•o j ec t Fee $ -6,590.00 5pwer Fe« $ 1 12B.U4 (a) None of the lots of Petitioner's subdivision ass described may ►icy uccupied for residential purposes until an occup,.Any permit is issued under authority of the City and no occupancy permit shall be issued prior to conditional acceptance of the subdivision and to the Lime that t-he sidewalk paralleling the street for each developed lot proposed to be occupied, is insLall.ed as a part of the development; provided LhaL all sidewalks as required by the plans and subdivision code shall be installed throughout said subdivision riot later than three (3) years from the date of this Subdivision Compliance Agreement. (b) All landscaping trees on that portion of each lot between the public sidewalks and the curb (parking area), if required, shall be planted in place prior to final inspection and issuance of occupancy permit for each such lot in the subdivision. Provided that final inspection and application for occupancy permit occurs within any calendar month from October to April of arty year, such plantings may be deferred until the next- fallowing growing season. In anv event, all required landscaping and trees in all areas shall. be planted and in place within the entire subdivision within three (3) years front the date of this subdivision improvement contract. (c) After conditional. City a4+:eptanee of the public improvements, the Petitioner agrees to place an asphaltic concrete overlay on all roads within the development; placement scheduling to be approved by the City. (d) Compliance with all terms and provisions specified theretofor said subdivision development by the Council and the Planning Cummissiun of the City of Tigard, Oregon, in regard to variances allowed from the subdivision ordinance, conditions specified by the rune use classification and, also, on the approved p1aL(s) and plan(s) , (e) Petitioner agrees to correct any defective work and to perform any ►,aintenance, upon notification by the City, arising during the guarantee periac as hereinabove set forth. (1c ) At such time as all public improvemenLs have been compleLed in accorc'ance with the City' s requirements, Petitioner shall notify the City of reN:iness for final inspection and upon certification by the Department of Community Development that all requirements of the City have been met, tho Council agrees to accept said improvements for operation and maintenance responsibility, arid release the Petitioner' s guarantee bond. (11) The parties hereto horeby adopt the form of performance bond, copy whereof is hereto attached and by reference made a part hereof, and PetiLioner agrees to cause to have said bund executed and filed with the City concurrently with L-he execution of this agreement- at or, prior to the Lime this agreement is executed on behalf of the City. Petitioner further agrees to maintain said bund in full force arid effect until oLhor•iiiso authorized by the City in writing, (12) The specific requirements of Paragraph n hiori,of shall fur• .all purposes be included as a part: of the obligation secured by the afore-taid performance bond arid the City shall be entitled to rocoursc, thereto in this event of default on the part of the Petitioner with respect to any requirement thereof. a IN WTI"NESS WHF..RL:OF, Petitioner' acting by and through its duly authorized under-signod officers pursuant to resolution of its Eloar•d of Directors has caused this agreement to be executed, and the City acting pursuant to resolution of its Council adopted at a meeting thereof duly and regularly held on the _ day of _ 19 has caued this agreement to be executed by the Director of the Community OoveloEmonL Department. PE1:11 ZONE R: TITAN PROPE.R I.ILS' CORPORA rION fly By : 1HE MAY OF IIGARD, OREGON Director of Community Development Dept. (Attach Notary Acknowlodgement hereto) keturn signed copy to: _Titan Properties Curyoration ._._..... 2100 SW 195th_Avenue,._-3uite 2014 _Por-tland, OR 97229 (o jos) I 0ove,I opv r Engineer Agreement. City Engineer 13125 SW Hall Olvd, PO Box 23397 ligard, OR 977.2.3 RE: -riwanson' s Glen (Name of Project) Dear City Engineer: We hereby certify that _Alpha Enc ineeri __aqLnK an J (Name of Engineer) has been retained by Titan Prps Corjqr�j: _oq_ 5 . _i_nand_ _.to_Ual k (Name of Dovoloper) to perform the following work pertinent to the above project. I . Perform the surveying or verify the existing surveying irirorm,.ition v, necessary for the design. 2 . If necessary, provide for the expertise of other engineers such as soil:, or structural engineers arid, also, oversee materials arid systems Lasting , 3 . Prepare construction drawings in accordance with the City standard..; alld obtain the City, and if applicable, Department of Environmental Quality, County, or State approval of such drawings. 4 . supply construction staking. 5. Provide adequate inspection to assure compliance with City 'Specificatiotis. , arid keep accurate field notes in or-der to prepare "as-built" drawings . 6 Upon completion of construction provide one set of as- built drawiriqtt on mylar to th-e City . Upon completion of construction provide written certification thit CAIII jinpir-ovemorits are complete in accord with the approved plan:: specifications 8 . Obtain City aw'ov,41 prior to any substantial deviation from the approvod plans , 9 . Resolve engineering and construction related problviiis as may arise. Wp agroo to notify the City immediately if Lho above agroomeiii is tof"Iliththld or if the r.riqinvor for any reason is jjrjablja to perform the abovo dutiv!; ----------- Developt.'r. 1.ng i nPor Date Date cri/3512P/0023P R ie AGE 2 0, c� ►� P/I'c7F�PS RADF. f7Rp<'r?5EL ti G� G P4 /9 --_ --'-------- q N 5 + g /50 / EX. ST. vRAUE 16 /85 I I 9 - - - ---. - --- - 190 - � � I / iE: 159•y74 304. r:• v J/ PL l 4 f i /85 o 00 s✓ '50 p`G /40 --- /¢0 PVC Cib S r O.OS7A �'.✓'�F- f.3 I �/�: /,siv q2 ,JqS.00 L F - 8 out (w,", %E. 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D9 O//T(:S.0 \ /E ,'S. 7G �,3. 7C LE- 6 G` .�;JT, N(NS - - ---- ---- ---- - - G /f: /75. j9G OUT C J _/70 145 s► _ _ 22� 13 L;:_ 7..LU 1E. iso 0/ w ('W,' £. / / I ('NW,! t� ��%' 0 - ;h, ,rxIsr e 51. 74 Lf /E. /45. oar /E: 7. 1 i N� � ISE: 150: /6 //v LN) /- -5/�y - ��3 t-�..�._.. .00 r, pVG /gr / /7 OUT /E: I49. '74 our �? IE: 15/. 4 O T15j �L ® /' I 140-- _- A S 0. --T C' � — --------- gE3I / ' Isl• �d iN(F + --- --/•IO /E. 141, 70 11;•iv _ /E: If/• b3 •�;J;r � • w X � .•...- O t 00 /*00 2+Opo 3+00 4*00 5+ coo 6+cro 7+ oo ov 00 11+00 12-0CC 13*00 /4*OG' / OHO _ _ _ 1(%A 00__ _ LINE A 3 '+-z��de ar�oEe ��NE Aq-� ^r�-y;---- DAT/ DIvi:Io« by - �. 50' HORZ. Drib IOmPla SCO' oATI March ver PROJECT SHEET 1' : .5' VERT. ALPHA ENGINEERINGIMC. -- DRAWN TBT scALI 'no 50 H 11fW. iKrl•INi RLVO. 7 1341 eWANSON,S GLEN SANTARY SEWER PROFILES cJ��cK NJH ►Ro�TCT N* . SWANSON ' S GLEN NO 2 PORTLAND, 0111111160H91231 7 OF �e Ph c $03 ) s9� - 1455 APPROVIa _ PHASE I & it Op cu .nt. MAvtlMfMl.M '�� "k — , ' � � ttttttt � � � Ft � lhit � ttttttt ! ( �) I I � � 1 I I � 1 1 1 I I I I ( I I J � I I I ( I if�1 ftlt (t tl)It�tllltl Itltltl Itltltl�ltltltllltltltll�tltltl��tltltltliltli�tli�r,l��il�ltltli Tlt��ltltltitltltltitltl�ltli�i t - _ _ f 7 8 1' I i 12 NOTE: IF THIS MICROFILMED � �� ---2 3 4 5 6 9 0 _ . DRAWING IS LESS CLEAR THAN THIS NOT IQF:--IT IS DISE TO jHE (AALITt OF THE ORIGINAL DRAWING. - -- - -- ---- - _----------- OE 62 92 Lz 92 SZ fz EZ ZZ Iz 02 61 81 Ll 91 SI bl EI 21 11 01 -6 Y J. 9 S r E I I t� I �I I >►I�t I i d, l� I -1 '--J�:--I I-.- I''"' • ___._ �ettluulnnluuluu uufuat nuln U4tlt I►ttfut uuf�r►� irwl�a trot uttfuttlttultlt111111111n unittl Illlllll�tllt�lltr' ttttftMf�1Nt11111�i1t�1J1�111HI1rI�INI1�uttltutlttn1111t111uIIw1H9lptllI11JI111I111itI1Ju�111J111JLW1�11Nt ,. . JULY7 1992 1 ,, _ 0� 4` 7 10 U f ,9c �` / F'f 3 r �r • „1 —� Au p- 040 , L = 16. lot? \� `'Jqo; Ni -14 ! d - 73 5230 6 /`/s lel' �' GO 74 89.,j? w = 8 9' 2-9'5o" /�'/>✓f�' E L /4�J7;7L 3784' cV _ 14 75 ` I Z I Q ' o I >r' 4- PROP pc ---- - ---_ STREET 10 SOUTH I / m Ut • �T I , I — f,svp CaRR T. ! I1 � 41 _;� `o a r /4 3-5 - 0 -. J i or a a0�14 41 �3+7 •5 Q = -48 0 I I G �C r41 Z sg {7 1 � 5 7 V L - 4/ 46' 1 co \ l st 7N ?•O .S/L iN. LK / \ x 1 r�.' \ C`• `� f ` `�d3. 58 L)�. �1 tv cc \ �l oll1 141, rnAOa -dot '4,/ J I R 30 I i 33 -- �` LA,Y6 -fb ,amax, s7-x �T SAi'Tfi rST 3' API l T-fe we DATE !wls" w •T ALMA tN�i1Nl��RINa INC., SCO DATE M®rCh leer PROJECT =NNET Da,lt,w" TBT SCALE 1 " 20' 1750 5w. SKYLINE �II.rD. ' INTERSECTION DETAILS 8 eNa�cic NJH ►IeoJEeT NO 1345 SWANSLIN S GLEN PORTLAND. 0210014 9»!1 1 Fl c t 297 - 1458 APPROVED OF9p PHASE I & tl -pa NMI m i ,. �IIr4Illlll 111111111{111I`�Ir 111�I�I1I�j►il 111IIjIIlI1� I rill 111111 Ililll 1111) 1115111F II[]II ( I I I IIIIII11111(II11IrlIIIIIIIII`I�IIi(II1�rIIII _ "'"{( `A"" "�"•c .,.. . �� M I �' 1 NOTE: IF THIS MICROFILMED ( 2 3 4 5 8 7 8 9 10 11 12 _ DRAWING IS LESS CLEAR THAN —'---�"` THIS NOTICE r`iT IS DUE TO 4,1 QUALITY nF THE ORIGINAL LZ tit SZ tiZ EZ ZZ IZ 0Z 61 81 LI 91 a bI EI ZI 11 01 6 9 L 9 S E Z 1�'•11i . •,,r''"'✓ 11LIIullluullullnllllf1111111111111111�1I11IwNI�ulrlrnllllllb111hlllillllk,llln�Illu141rrr�rulnl111111111111n11111�r�d111u111nu1u111ru;1tlrt�nnlllululUunliulul{�I�If�luullnllrlullnlluul)tu1�ULuu�)Iu1WllU.ullllulrulUWlul1 JULY 7 1992 _._ _ . �• � .. ,H. ... ,f. � 1 ' .. - :. 1. .. .. � .+ , moo 61 Of f4r-9 Fire hydrant asst m6ly consists of ------ w d" NJ MODERN NUELL.yR CtNTUAiON OR 1�0• •EN1N0 BACK - x FIRE HYDRANTLA-44t• i"M J• OF WALK x 6" Fig tis, 6' ]Fig : NJ gats valva, 6' NJ x NJ holding IS161 'r or ww ' • spool, and *odors Nwllar Centurion f ire hydrant r A-443 ' , rW*4 Cry *My PENT OPR. NUT OPEN J w LEFT• COLOR: YhLOiW 6n NJ, Sir" NV08 3--part (3 - 213• =T hose • !lTXJ•1GVtRD JKAtJIaOi.Lo . rL__,•_ --- • U ___ �` M ..... .-- 1- �'_�« 1 4>�• 1tII? pw�er) , 14' Pont Ops '1lut, �p lst[tr valor: A1ia_ f uwwm rN MW , yellow. SST JWN&M/LJAL_JM�R ? ' Gd1N Cl4N'1'iE ffxTeNW C*4_.IR UG • Jse-o" - s O ta-4 o SIDE LIMA L K VALVE B O X %1JS7%-LL AS p&%UI%L9 Tb l3K01Ji5 1 �•fRRj•��rl�1"�Y a"OR LESS � : 7 EXTENSION _ -- >µe►a�lolJ� Cr.�IGP� � �KAM� TA ) � • . �qS' p `f3IQ N 4MQlE i �►X. .3 F�I 6� G 'HiN 6x�osv A.C. -,,..� _ ~ ��N L _ I ! lair�� r ��Mg%M L IE�/t L �-- AT Arm -' Mt Olson—on !r- "PACTWO s PAAW%40LJk7 133 i dF.gtptWJ►LK (R#'S/'ONS/BiL/Tr s '. ft m-NIM « oiW MATM�IAL. Cotn►-DATA. Y -- VJ HYDRANT OUTLET 4" FLO it MJ 0 d; mDUI�.• s/ 1 i Z"i7r► S__C" AIBPii x-nic, cotr.- _ 4 GATE VALVE a �-- SIT P 40 0 OAN�iOLE I%ISlIIPl Iii CLASS V ASPNAL-TIC �=• -1.M. 11 " !' 0/40 -O• C.At MQM IWCJq l� %AVIU- > 7` to- O' 4PAJO4 ED ppYr ISI~L- t MAIN IN/MdxfLA .� p COVER ROCK ,- •.., 6"mix MJ ��►� TEE (SEE PLAN) *.!a w/TAR PAVER - z :�'•'er• � - HOLDING fP00L THRUST BLOCK �11107W L.oar OWL- rvt'T iteetuipmo BEFORE BACKFILL --AdKpe - --- $ 50. FT. MIN. s BEANINSDMC1fA QiROOVEa IVSRTTD r �"� �_ ��- �"I•'1D'w - 4 CACKPILL TYPICAL STREET SECTION I I/t= 3/4 CONCRETE PIERBLOCK -W 04-- SEMI3eA_ .RoJ�bCNre • a 2 S0. BASE) l 3 S 0. FT. DRAIN ROCK + M� FOAM A •. •• fAL L- STREETS EAC Epr WvgeRE' ,Nv rro FMJ.&T CIPS' -Opmjr- CPR ��Pr OC�"E N •• ' . ` �:� 0 7-#,6%e W1 S 6�) ]9d >F VAX -- � REED -�• -LAN .� -. - UNCISTtiJHbicD- BIAP�li� - - . .; ROOF CAIN MINS ARD FIRE R • _o , . `• 1 ` •. ` .. .� STAND E HYDRANT . a b IIS."- LAYG% CO*AfAC MP- MMEPET '�i.P CU JF` All, TM0 kLeer ret LCr uI� AMP EXCEPT A5 sH N W0Th5,CWi3r pR ✓EwArs) . MIM ' LUD EXPANSION ► � -- - t` r • I APRON - '!A� c+luubtisAa POCK 1JEVliLJNtr ICpY!'!S>t EDGE Is-o ,u' o e 17 AMS. sow. CoNL'IY IION'.A �.1s%J!Pot STANDARD MANHOLE _ { �,,.� � . .rQ _ L•a� +j F�-s''•r•i y •, '"\� QCs: ie'!t f'A►1�1slafi ,1�1M!T /�X. :NPACJNO - � .d �'d �' 40 !gawP' C o4% AM ALL C41lhtUbWs IM SMOM01d 46 4, p e SECTION VA aL sot7tD }'at;T. CrOKJG. I: 2B ps►Y lsRti►KIIJ6 ° e . ' ' a J.1_ I L _. -- —- — — ---g•- - - �_ APRON SLOPE+0.0790STANDARD SIDEWALK SECTION40 4 A6 4 ._ ''",.: F=tq' OF 6UR,e ti L.. p' 4 , r .. O q D 1) s/e-XIOr6olronl:e So. Mesa recAs�t soils STREET BARRICADE Ty If ,�: :,Aa: .4a n 4 •w d with washers. 2 bolts Per Roil Per Pool. w s.�t!i __i SEOVON A-A 6" 1. '� A r IY• T. J. r"+ I 41NK"IQI 1.01. 3•-2-tP'r Q 4 ' 4 2)4"X 6 Post-Treatod Alai pointed White 19 ,A ,s is ..te SPACES 0 far- 3_2- a a o G n " A v a /VOTE; SEE gHEET '~S NOTE: CONCR67I SMALL H4VE A MIN. - 3) 2 X d Cross Roil*-Rails To se Pointed RFD With While LE OAS p a n a :. .Retleetorned Stripe. FOS' •UET.s1/L OF SlrC' .�' ----.____.___, / I PS:BREA No OtRCNGTH OF 3000 2 &•IR t iZri'.1;-2-t/� r ' -_ ,3'_ ?_ gA.FR/G,fili•f" .4T A/4V r / PS: Af1F.I7 28 DAYS , o FLQDE^(TIAL DRIVEWAY Stu Im � TT � I .Y 21t ' t9 "r . - - • 1 (20 BARS) WA`X lax Z'/ Or -- . � --► � _ WHEN SEWERS ENrEN A,90YE B Nit STANDARD CURB (N.T.s.) 1 _ r so-rro U7 OF MN f'ORM A 1LL COArCRErE 7V BE 3.000 P.S.I. rN ?$ DAA N O f'/"Er of <crou r ©g cowc. A A --�• I 1 - - ! � ry•le �"' —3• 3—---' - RC r ry f/L"Steil �L AS rMarCArED Z 0-6x _ �- 1 ,✓ � -Nam.- TWLETZ /ou-meTs A* C _ C . o �. 4) i r� w.o,a_ , 0' i _ •.r ,;'•,� (2)4-2-Vfs2_Vr'�=z'-3 ��'�:: °-� U S C B SOLID L.I D ... A �/A!+ .y .:. ."� ® i• MIJL P-011 •—hitt, ~ 1 •• :}iYri.;. 2.-�.. Lt. ,:.: u-r t t T Y �T Fz 1 >� N.T. 5 't WMUGHT 9M OR WELDED .STEEL -FRAME AND CRATE -SEE DETAL aE T . � STANDARD MANHOLE PLAN N f SIMit K SLOPE 0.ozoe .� + i A RCMP SLOPE 0.0917 t . WET WEI�.L 1 .+E ` sow -tmr- cFT1a^pz rzgq-mx%.-jjuRWAfttA 3r• `I i f'•` 3/1 i - - ; TRWELILD Ruiner or *%Yz _ -.. 14)-I/z i5' STUDS ` = • ' ' - .•• a•_ - SECTION C-C R P.T. Q 0' THRUST 5LOCK t .•.• NAT1Vt MATE-ftALS� /"�-Z'- v1cstUSgW RV K• Cl•rrAl'l, •� ` GI ED SART H' N 15*%E M ".rr AI' &A Ix°N•t . NA" AND GPM P'A cTAO UN gT1/RD TJl N - DRAIN _T #:: p r � ORA►p�l AT •o. - + PIPE 4 fi i writ bare AOGRADE 5' 6' :1 6" Y. :.` 6 ''�— S �,.. Sa<C war" 11reSTEA �-I rr-T' A i•2'M1Ax •• � ';. STREET 1. - =.�_ _...-r ��• .. - �,.. - ' GONGRtrsTC TH1fW BLGK -SCHIEVIJ1L3NO_ CRUSHED ROCU LEVELING ,t2[ TZ9b =rf a Kk ow • - � 1 4. COURSL AS SOIL CONDITION REOIIIRE rte. _ . .t: �+ N►1.f MP I Wllh(,,� �� \ C tT !•+' Z.AI o* bo �r 011 bELK.T t;;IRANuLAR AIIATt M L '•.!�.:! 't." .•,.,, .. �::'.+• ` L' , d rf' f1e Z.O FT_n _1.� IA1 rim r,04 '- 9s'!'w C:G71�+1t*Art-RQI,J �,•j•••-.•.--��_.�•_•. CONCRETE $PEAKING STRENGTH TO SE 3000 PS I AFTER 28 DAYS . it (♦y� - SEC'tION A -A SECTION B-8 V • AIL • ;1 rTN R U ST ��Q�.�iarrCK �ir �Ir.TTI �.. wig - iN aWCRETE M BE 3000 P.S.I. I1 26 DAYS 6 SACK WX C � r ;I - � /VOTE • S/Fr rNE-�c•T 'v.5 __-_._. .,N}pr. M >�„�. 1��E' INL,E %' MArvNOL t Z 4-z*-0 exi, ArA? Crrr- R F✓/EMl!IVW 10 /W 1 ,' OVERSIZE CATCHBASIN BICYCLE AND WHEELCHAIR RAMP I r -w N . T . S . N.T.S. NO SAT S1S1/ISION BT OSSioIII�� -."" BATS March 1081 PROJECT SHERT STANDARD TRENCH ALPHA ENGINEERING lNC. ------- . . ORAwn SEALS NONE • 1720 SSS. StT►Ili! OLVN � I,om" r�� DETAILS ewllt>.a>li; I�.IH t►eoi�ci! ir� 1346 SWANSON'S LEN PONTLANA. 08960N S"* •,tom - .. t �• r rI�. ..�I +•.ntSta.•, rN.. y911r. N �' �'" .. YAv♦ Q • � ` � '� � �' - (�II,. Itiili �I�LIIIII�IIi� II 'Rit��llr Ilia III�IIlllll�r�r�lllr (IIKIIIIIIIIIl1IlI 1111111 Illlf�C 1111111 Illllll 1111111 111111 1111111 111111 r111ri1 1111111 Illllllltlllil ! ?� O . � �.. I I I 1 I I I I I I I NOTE: IF THIS MICROFILMED - I - - 2 3 4 5 6 7 8 9 III, I I 12 DRAWING IS LESS CLEAR THAN — ' THIS NOTICE IT IS DUE TO THF. QUALITY OF THE ORIGINAL DRAWING. - — -- - -- - -- - -- _ OE 62 92 Lz 9,7 Sz bz Ez zIIz Iz 02 61 91 L1 91 !1 110 EI F 11 01 6 $ L 9 S � b E� z 1 ' •" ;IIIIINIII IIIIIiifiIII 11iIII III11nI III III�IIIIi1111111111111111111Illllllltllll,INlllllllllllll�llllllltt�llllllllllll�llllllll!IIIIII11111111111�IIIIIIIII�IIlII1111�1111111111tilIllllllllt111iIIlI1 IN� 1111111111111111111111!IIIW1311i1hl�Ull�llullL+i�llul►ltlllutlWllllll JULY 7 1992 FILE COP6 rf aI k :1 ' - APPROVED FOR CONSTRUCTION _ i O 1 T I G A R D CITY i I ham . - �a0�.��.F�_____ lon_ r. 9Y _ OA1e_T I, _ it TIG .. Ar !S — — 1 Y rJ-�1`Mr_M _._�1 i py �r:�t'` rY i J ••`� �%r ` Yfyy. I i 6 $W17 IE I I Fl 10 V I WAIS S G TO N CO ray\`ar ! 99Ike ro No -- � —-�•_-_-,_——.__, w.. ———=" '� _ ' I I `+`' .f, cy dTIO .STI��GM D11E'A//1o�C,�'° ,t,(/LL!"..0 P' � ��,. '►' 'r -X4w 1 ' s , rXZ> p7' S.W &o?V4CoC_440V A0 40449 t' CJ'AI•�"J�. . , NZ 1w� A slow o.s erw-,o . lK 1 SITE VICINITY MAP 0 PHASE I & it 1 1 44 43 76 95 56 56 !SI 32 31 30 29 26 27 26 25 24 75 76 77 45 42 79 04 57 33 53 46 41 �_ _ _ _ 00 93 59 52 47 40 91 21 22 63 92 S � i59 I 23 74 79 35 1 64 I 82 91 Q 51 50 49 4s 39 38 37j36 •� 20 68 85 72 B9 90— i8 W — 82 66 71 I 64 Ep i 19 h 61 67 70 65 69 1 2 3 4 5 6 7 6 2 10 11 12 13 14 15 is 17 1 a so I as ss 66 si PHASE 1 i PHASE 2 (n SHEET INDEX ' OWNERw DEVELOPER ., • f . COVER SHEET 2700 N . W . 185TH AVENUE SUITE 2014 2 . SITE!GRADING PLAN a CONSTRUCTION NOTES �o X34 _ 6l004:� 3 . STREET /STORM PLAN 8 STREET PROFILES PORTLAND , OREGON 97229 PH . ( 503 ) 645_"--.vmlj= }� 1 4 . STREET PROFILES 5 . STORM DRAIN PROFILES E . SANITARY /WATER PLAN 8 INTERSECTION DETAILS 7 . SANITARY SEWER PROFILES s GINEER : ALPHA ENGINEERING IN f. B . INTERSECTION DETAILS 9 . MISCELLANEOUS DETAILS 1750 S . W . SKYLINE BLVD . PORTLAND , OREGON 97221 PHONE : 297 -- 8458 PROJECT NO . 1345 SWANS,ONS GLEN � r Y I I I � I( I I ►I II I I II I 1�I�-I�I I I I II'�I 1I 1 I IV(II t1(I I I I(I i I I I I I I I II,I I I I I I I I I I A( I,,I.I�IL.1..I 11 Jill 11IIII II1 1I1Ifi TI I ,_1.I..I..IIIIIII..I.,I._IIIIIIIIII111(1III�►I _-,,,,r.,.... v.:«ar°..I.r..«r..,.,.... .,..,..,.,..;,..........9itr.._ NOTE: IF THIS MICROFILMED ( - Z 3 4 _ 5 6 7 8 9 IIO II 12 _ DRAWING IS LESS CLEAR THAN THIS NOTI(A;- IT IS DUE TO TI-f QUALITY OF THE ORIGINAL DRAWING, OE 62 82 L2 92 S2 b2 E2 v IZ 02 61 91 LI 111 61 1►1 CI ZI I1 01 -•61 9 L 9 SI. b T�rlc-. 2 la�r�.. ��lII1nIInnlunlunlnnlnllllull1u1�11I1I1111IUItIILIIInuluulnll�llnitl+l�flnllnlllulllOfl�r111I1111I1111I111111111IuIlIu11I1111IlIIllulllllnl11111ttrIIIIIlIII11IIlIlIIIIlI1111IIIIlIi111�WHll�II+I11+111n1I111111111IIIIIIIIIIUfilllilllll11�11U1l111IlIIlI111lIIIIIIIWIIIII JULY 7 1992 6 •,t��r1-C,r, ly;r . 4.« ^7'R;.. yx, .1 a,T;.. rJ•.�,. %:'.. .. - r � (�i�I► A► 1. I,oTs T© A P,P09r 4 � BE 10 5 T 4 tT (W-Off AS v _ - ''k',7✓/L .O rA<E 6rJ�..G:'.MG :�Fx"�E 5T`F p E r _t 1q Mt { I N k M v 4 utj19 N T ti R a' A F:00 C-0rTll F`0IT IS R?4!�?`rJ t tKOM G'rT) A NON G ,C�4rN N !/ -�C /�LykGC/��.//r '"r,k• Flfr✓/�� Cl 7-)e rO /A/STALL S'6rA/Si . r_cai►�eiMAT�;>N STOi' .�' STk'Ec 7` A1AM0 --, . 3► Ac ourli:x ' PHASE 1 PHASE Z a-e4rEr /VA M6 )( THERE IS A S' UTILITY 'ASEMENT ON ALL FRONT LOT LINES � r\10T 6 : PHASE AN 'r5 TO BE vA':.At'E G tlF'<� N Pr-rli r,E 7 �L' w'•C A tUN 5T" C C E T S m `� �- �' 160 N 6\ ' v 1C6o!4" fScRI J, 4w 4 srdw S 00' 12 46"E d4 5 0/ o 1 -1 ,- ,II ` ' �/ 25.0' 2 \,500' 25.0 25.0' 98.0 98.0' 0 01' 47.0 ' 4Q. 0' 4 .0 ' 44 47 .0' 76.0 ' 9 7 .5 5 \ 0 951 0 i " 43 � 78 44 CA &,*IVXT 76 s9.s'o� \28'\\ 27 26 025 o ?4 75 og4 yls�lta�✓ri'/0 s U7 7b� I ci o e, 45 L 42 1*, n .+ 00 I I I 1 79 94 v a h I �3 a { hr I � \ a Mz Mor a swslw , �- .37. ---�/ 1 _- - --- . 1 1 44_0' 44.0 47 .0 ' 147.0' _ 4'.0' 84. 37 30.0 97�.5' 1, 98`.a 4 �,. 331 / L+ I�ro �- �.�- a I� ( :01 .5• �a Ls �►a�' 1 '� t \ ,,. v+ I 14 / 1 {o SIV 10 4 Tj� AVE. s ly I I 1 _ 53 '" '" 46 +�It 11 411 '� 11 °� I j / / I //r 6�/ f _ __ _ a7 0.2' _ 1 _ N 90 °,+ a) 07 93 �/ 4� J. 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WATERLINES i II hk� ti 11 Y` 1 ` c -rE J �.s.tivrti6 A. 6iNERAL �Q1 \'21 ,Q} `� �R nF n`V yr --•----�- u� k� �� /� `��"` �-•` 1) ALL STREETS AND :STORM SEWERS SHALL BE CONSTRUCTED A8 PER THESE 9) StO91 4LK TO BE CONSTRUt;TED AT TIME OF BUILDING PERMIT UNLE$5 1. AL' KCU TIGARD WATER LACEDISTRI PRIOR TO C,LLINIM WATINGER CMAINRUCTI(lN. AL'. CURBS MUST )� IN PLACE PRIOR TO INBTAL.LIPJO WATER !'IAIN3. � PLANS, THE SPECIAL SPEC I F I CAT I ONS OF THE CITY OF T I SARD AN,D ALL Ol'01MI SE IZTED ON THE PLA48. T� DEVELOPER I S RESPONSIBLE FOf _ 25.0' 25 0 T "STANDARD SPECIFICATION I CATION FOR PURL i C INSTALLATION OF ALL SIDEWALKS IN ACCORD WITH THE TEPMS OF THE �� J APPLICABLE SECTIONS � F•iE. S ANDl11f� o� �� WORKS CONSTRUCTION" OF OREGON CHAPTER OF THE AMERV^,AN PUBLIC CITY--DEV_LOPER CONSTRUCTION CEIMPLIANCE ABRECMI�T. 2. ALL WG}!?K ,,,HALL DE IN �^CCQRDANCE WT.TH A.W. W. FI. STANDARDS. WCIRKS ASSUC I ATON. 1990 EDITION. 3. ALL WORK SHALL BE INSPECTED A14D APPROVED, BY TIGARD WATER 9. F40OF MAIN DRAINS SHALL MEET WEEP HOLES IN CURB ; 0 T NERW I SE, DISTRICT. NG � :2) THE CONTRACTOR SHALL rO ALL THE WORK SHOWN ON THE ORAWIN(3S AidD p VIgXONB SHALL,,. BE MATE 7Q PROVIDE: THERI?FORS 8Y 1'0111 Dr:vLLLVPD� / ALL INCIDENTAL WORK, CONSIDERED NECESSARY TO COMPLETE THE T SNE QS_ BUILT HITS 5 A L 4. FIRE HYDRANT A;z9EtiBLY CONSISTS OF 6" MJ X ,S" FIG TEE, 6" FIG x MJ ALL IMPROVEMENTS 5/laLL PROJECT IN AN ACCEPTABLE MANNER. - GATE VALVE, 6" MJ x MJ HOLDING SPOOL, AND MODERN MUELLER C. M SEWER CENTURION FIRE HYDRANT, A-442, 6" MJ, 5 1/4" MVO, 3-PORT (2 - 2 �3E l©RCVl ED rNE C/TY 3) THE CONTRACTOR AND/OR SUB-CONTRACTOR SHALL HAVE A MINIMUM OF 1/2" NST HOSE CONNECTION, 1 - 4 1 /2" NST PUMPIER) , 1 ./2" PENT OPR ONE '11 ) SET OF APPROVED CONSTRUCTION PLANS CNV THE JOB SITE AT ALL 1) STORM SEWlER PIPE SMALL BE THE SIZE NOTED ON THE PLANS. PIPE �Y' DEV LVPLcIC� � ENGINIEER CURVE LENGTH RADIUS TIMES DURING THE CONSTRUCTION PHASES. $HALL BE WWII AND 9PTWT CONCRETE PIPE WITH CLAIRS "B" BEDDING Ate NUT, OPEN LEFT, COLOR: YELLOW. I 1 27.2 75 2 23.9 125 !HALL C M" TO A>Ii'>IM C•'-14 s MASS 2 (UNLESS OTHERWISE NOTED ON 4) CONTRACTOR SHALL aATaIN ALL PERMITS AND LICENSES PRIOR TO 't141E Pt-AN5) AND BE OF SUFFICIENT STRENGTH TO WITHSTAND H-:20 !IVF 5• FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED Ct]NCZETE BLOCK 2. STR�,t�'T � ,NfpNt/n�t�NT� T{ON 3 20.5 75 WITH 1 1 /2 CUB I L YARDS OF CURSHED 1 1/2" DRAIN ROCK. TAR PAPER 4 14. 1 175 PEGI,.,IING CONSTRUCTION. LOAI? WITH I'13NIMILM7 L'OL+E1�R OF 1/2 Fp0't . PIPE JOINTS ;� '.iLL WILL BE LAID ON TOP P?F DRAIN ROOF: r0 SEPARATE ROCK /5 REQUIRED 6 20.2 50 ":0.' EARTH Q RED umtw GASKET'11I. COVER. s 23.0 75 5) THE LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON= THE � 7 27.3 100 PLANS IS TAKEN FROM EXISTING PLANS. CONTRACTOR "LL VERIFY ^` CATCH BASIN AND CUPW INLETS SHALL. BE OF THE TYPE SHOWN ON TF1z 6. POURED CONCRETE THRUSTBL�'I S AT LEAST 8 SQUARE FEET OF BEARING J. A rReE (.-U'r/IV(> )OE '?M/ I 8 27.5 27'3 100 LOCATION OF ALL FF::ILITIES AND NOTIFY ENGINEER Ir THEY ARE DETAIL SHEET. SURFACE AT EACH TEE, BEND, AND BLOW-OFF LOCATION. r-, ; 10 27.5 too SIGNIFICANTLY DIFFERENT THAN SHOWN HEREON. l� REQ�,� � 3) I NS TPItLAT I ON IIP' THE STORM 1WMICRT; ,8YSTfM FHALL BE IN ACCORDAMt� WITH STANDARD PRACT ICES. ALL TRS! BACKw ILL 7N PUBLIC R I QHT-OF- 7• 36'' � 3./4" M I NL1S 3RAVEL COVER FOR AL'. MAINS. _I B. STREETS WAY SMALL BE V -0 COVACTED C.i"; D ROM. 8. ALL SANITARY SEWER LINES 10' LATERALLY OR 3' VERTICALLY OF WATER ----- MAINS SHALL BE ENCASED IN CONCRETE 6" THICK 10' , ROM CROSSING. 1 ) ALL TREES, BRUSH -ANC DEDRIS WI THIN LIMITS OF THE. RIGHT-OF-WAY D. F*%ITARY raEWOM, WHERE CROSSIV39 ARE NECESSARY, THEY MUST 3E MADE AT APPROXIMAT-Lv 50 25 0 00 00 100 SHALT- BE REMOVED AND DIS03SED OF BY THE CONTRACTU ' 91�' W I Ti' AT _�!�!!�T 1 113" SEPARA'I L1N BELOW WATER LINE. 1) ALL SANITARY B t«,ONIBI'TitIL :T IAN AND ALL.. MATERIALS bHP1L.L ('LTNi'I?�" ' 2) ALL AREAfp OF CONSTTRU,:T I ON SHALL BE STRIPPED. STRIPPING SHALL WITH I**' APPLICABLE VECT ION.1 OF i"E BPE.CIFI CAT IONP OF THE UN I F!Ft 9. MAINS :SHALL B: TESTal) AT 150 PSI FOR I HOUR WITH A MAXI MUM L69S SCALE IN FEET CG..:;I S T OF REMOVING THE TOPSOIL HUMUS AND SOILS NnT �M,J I TABLE FOR � ArENCY C� kASFI,I NOTpI►! COUNTY,' OFiE'30N AND THE CITY C0 OF 5 PSI . STATIC PRESSURE- 95 Pt'I. PRESSURE REDI/C I NO VALVE WILL /FR O Pk 0/t, COMPACTION (APPROXIMATELY 2 FEET TO SANDY SILT ��H I CH SHALL 1 T I(3ARD AIL L b%040(F I L.L. i%I R'I GHT-t -*AY SHALL CONFORM WITH 1.I T Y OF �w BE REQUIRED AT _ACH 1`1ETER, INSTALLED BY TWD, AND INCLUDED IN COST COMPACTED TO 93% MAXIMUM DENISTY) . STRIPPED FIA-rERIALS SHNLL NOT TISPAID SPIECCIFICATiONS , OF METER. BENCH MARK % Op 12 BE USED FOR ROADWAY EMBANKMENT. - 2) ALL. AICRVICII LA'PERAr.il TO �� CONfiTRUCfED AT A MINIMUM SLOPE (:�F WASHINGTON COUNTY BENCHMARK ar 1'79 EL. 1419,69 --� 3) EMBANKMENTS SHALL BE CONSTRUCTED FROM EXCAVATED hATERIAL OR 1/4" PER LXNEAR FOOT EJf+iL.EPS OTHERWISE SHOWN ON THE PLANS. 10. ALL PIPE AND F ITTItJ98 fAI'�. BE CEMENT-LINED. BRASS DISK SET IN EAST CURB OF SERENA COURT, TED MATERIALS ACCEPTABLE TO THE ENGINEER AND SHALL BE MINIMUM PIPE DIAMETER SHALL WE 6-.(MAIN s!I rO PROPEPTY LINE OR i .* � 69 FEET SOUTH OF CENTERLINE OF DURHAM ROAD l IMPS 1 1 . O. 5. B. H. BAQ'IWP�I01_CIC;ICAI` TESTS REQUIRED. 4 FEET SOUTH OF END OF CURS B'Rf)UGHT TO GRADE IN LIFTS NOT TO EXCEED 8" LOOSE MEASLE- EACH LIFT SHALL BE C0MP#4CTED TO 95% OF MAXIMUM DEWI TY AS OBTAINED BY 3) ALL SANITARY SEVER LAN W, WILL B4 INSPECTED BY T.V. A WFC I TTIP 12. PRIOR TO I NSTAL'..A T I ON, CONTRAC I OR OR DEVELOPER WILL ADV I fiE TWD OF AASHO T-180 COMPACTION TEST. F&P'ORT AND MW*rA" CAPES SHALL BE 3UBM I TT'ED ft TOTAL CONSTRUCTION COSTS TO WHICH W I L.L BE ADDED I0_% FOR k,I S rR I CT THE CITY OF TIGARD. AN AIR 76ST AND ';EST REFORT IS REQUIRED 1t INSPECTIDNS,` WATIPR LOB.'3, OVERHEAD, ADMINISTRATION, SAMPLIM3, 4) RU$.K p,NctE, ASPHALTIC CC�C:RETE PPYEMENT, CURB AAD SIDEWALK BE PWWID�ED TO THE CITY PRIOR TO CONWCTION TO ANY 9L.L.-DINdS. ETC. , AND 2% FOF Ew3INEERINI REVIEW, INCLUDINI; ",iF BUILT" CONS'RUCTION SHALL BE AS SHOWN ON THE DETAIL SHEET AND IN DRAWING'S, INTERSECTION MAPS, UPDATING ''MAS TER PAP, ETC. - ACCORJANCE WITH 1-HE ABOVE REFERENCED SPECIFICATAON9. 4) INDIVIDUAL LOT BUILDING CONNECTION PERMITS ARE REQUIRED. PERMITS AR � �-�z-fig Zsf! pze crT r ,RE✓,'Ew' A°MASE II A& 5> STREET LiI,HTS TO 811 INSTALLED HY DEVELGPEf. IN ACCORDA�•CE WIT' AVAILABLE FROM THE CITY VIJILDIN6 OFFICE AT c1TY- HAL L 13. rWD WlI_L INSTALL ALL CCPPER SERVICES PRIOR TO BLA K70PPING 01" :3TREE!"T5. THESE SERVICES ARE INCLUDED IN THE COST OF EACH hE i'EF,'• I r JJ� '91 A5 Bu"t - l'hpts I rlrt CITY APPROVED P.C. E. CO. LAYOUT. 14 . Ai-L. DUrTILc IRON PIPE SHALL BE CLASS 52 . � BAT! R11V1llON AY 6) TWO t2> WEEPHOLES IN CURB PER LOT REQUIRE) . nmwIMnian ww�•.w ww SHALL I �T Z9 C BNfISM11p 6CiO pAT11 FEY 16!87 PROJECT SNERT 7) CONCRETE FOR SIDEWALK CONSTRUCTION H LL BE AOOO Pg ALP14A ENGINSWING INC- DAYS, 2-4" SLUMP, EXPANSION JOINTS SHALL NOT EXCLED 40' SPHCINti SITE/GRADING PLAN DRAWN T8•T ft Al! 1w � 8U' 1 , 2 1750 8w. SKY LIN11 I.1/D, ISM S W A N rv' O N � S C-3 � ... � N CONSTRUCTION NOTES tn11cK JH110110jecT N� �,. CON . PORTLAND. 011110001 1221 Pb ( 113 =7T - I4 Ar'ROV11D PHASE 18i +il �� .'.-, _ ;' Y ......_-�_ • ..J•.-.. .w--, .; ,+..-..,. .,,.,.,w,wr,,,,.., + .. p•w�«...Mrv.ul. V• '. ? 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IIKYlIN9 app. CHICK waw liAe S W A N S O N 'J S GLEN STREET PROFILES #�!t OV&ANO. 0111!041! *21 r. 1'R019CT N�' (37LE1a ;vc , 1 _ 'b t sea 1197 146 AwI110Vl0 IN � �1 11 i { i n. •!. rMf NAVlwtew •w ... .. -- ..uv . w ..... _ - .-..._...... _._....-.-........_. - lfYq�wAnM•T1SIr...�. .�..+. - r ..,_. _ �, ...,..... +-r v � ••• -1!111,. '1�M.•^.M O.�VR....,.�.... .. r'M_".'.�Tw ��. _ A ... _ _ _ �'^^'.n-+�---a .an.- ..._ .r..� .�,,.,.�..w.r....,.. - r, • .. , . I�I��MYi� !�i�j."•_.'.Z ."�'?�"'. - r.»__ 1 1 1 1 I` I I i i I l l ► 111 f 1 i(h1 i l l i 1 I I ( 1 1 1 I I 1 1 1 1 1 1 1 I I I I I 1 1 1 1 1 1 1 I l l l l l i l l III III III 111 TII r11 111 III III 1}1 1 1 111 �' • 1 ` ...,• • �I't I S I I l l l l i + I I I i I I I , 1 I (-�i�,- I I"'.,��.,� I I I I I I I I I 1 I I I I I I I I � I I I I I I I I I I I ?I I ( I I I I l l 1 . 12 . NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICfr; IT IS DUE TO �- IHE QUALITY OF THE ORIGINAL -_---- ,- }'•DRAWING. OE 62 92 LZ 92 S? f2 E2 22 IZ OZ 61 -OI LIT 91 SI t,I EI Z 11 01 6 9 1 9 5 b E 2 I"•"" - � l F,,.�'� i�Illuulllnluulllnllnllnnllullull,IIII111111111111111111111111II1111IIIIrI�tllllllltlllll�lllllli}IIIHIIIIIIIII�IIIIII�IIIIlu11�11lIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIl�111LI1111�1111 IIIII1�1IIIIIIIIIIIgIIINI II�IIIIIItt1�11UI1111 JULY 7 1992 ....,..... ._ -- . .___. ._...__ . _. ._.,.. . __ 2222 ....M...�r-- _,.u�... _ -�.-•,-_•. •.-�,..�,�..._..._ ._ „�.... � , _ exts rNo 41w.IDS _A-!57-,'N,-4 �RA DE 14 tj -1 410 '61, -wa /so �4 ------------ #o- 56% so 14 -Ak X All 04 A1r) It 145 140 ;Lj /40 (J' 14 N 14) kl 4. (116 6 -4In QL3� r 6 V k) NN� Cl NQD 0 -too I t 00 2f 00 3 *00 4*00 -4000 6*00 -( 110-0) Of 00 1400 0*100 PROFILE S.W. KENT St . PROFILE S.W. RIVERWOOD LANE Honz. le • sell VIMT, 10 HORZ. Vv 08 VO"*,r. Is : 60 p"I 51F 2z • W*' 42, w R opmam';So 49A 04F 7-/-/ q 5 215 LT 25'RT --J&�'cx/sr &CAP -11VG 63RAZ>-c' � FXI-S)"W& GRADig 17 -1--j; 0(157 P51 R7 LT CCw LN Ir 165 2140, VC. 2-92 loo" 6-,0t4A:;kR �� ` { { s:, � �� i ! q� �_._ ftI 1�k lyo--- i k _f—!q 185--- -- ` fi — —_— ___ ` \ �-- .._.. _ ^ 18460--- 1+ 4 fu f-6- 4L f-0-1 NN" -155 (1) PIN cn > 24 01 YC CLI IL I5o It Vj Y �1 �0: �►'� �) N � ^� �I b-- - - - -- - -� +0.500,� ------- (,� � � rai 1A) N tt- 0 R, LLA2 01600 1701 2+00 0#00 /000 z000 3,400 4*00 51f 00 6,000 0 00 /000 24101 00 3-000 4+00 5+00 6+00 PROFILE — S.W. KERI COURT PROW 6,W. P=4 WAY PROFILE — S.W. TITAN LANE HORZ. 11' 50' VERT. 1 5' 10H A 5 E' le : w "Mir. I*k ft HORZ. 1" 50' VERT. 10 5" AAWS'r X 1',� vo C70/ vc e 30 �- Z = - 0-/7 zos ijo-6 Ise � -qcl vc e.c C.071 25LT EXISTING (;,CADX-! 25'R T 200 2 V41 1 175 7-5"LT LT PROPOSED GRADE 'Zi ra- ,FX/S 7 GRAD 5 -jell, 70 T lqo 85 160 -77 0L �-_ `�..� � I � n `��' ! I •�� --__ �- _ /, � 5 - - O. 6c0� - �- -�� i i 1C3 PR-or, /80 11v I- Iss 1&61 IN E, n 41)!N r) 175 �� I c� d' ' ; I q� 2 o yo trio , � /50 60 `err) to N t�- (y) "INO . l& 1�) O tl� t) \i � �\ t*-) t) I 4W M j. t�' /701 l9 I V) 0 + 00 it 00 2f oo 3*oo 4# 00 5+00 6* 00 7+0-') (9*00 q 0-00 /of 00 11,000 12+00 14o QQ 411zlo* R'Ev Ar'f afry affy/ew, 0#,4sf AT A& 4ri#&r- 'A"IIIIII ro r PROFILE — S.W. 104TH AVE, me *AT$ RIVISION IT 14ORZ. 11' 50' VERT. 1" : ALPHA EN411HERNIOG IMC. 015101410 Sco BAT$ FES 1987 PROJECT MKILT DRAWN TOT SCALL AS NOTED 1 .750 SW. SKYLINI BL" STREET PROFILES 4 PORTLAND, 09100011 97#11 CNQCK NJM PROAICT NO 1345 SWANSC»l'S GLEN Ph 503 297 - 1459 - APPROVID PHASE I & 11 OF -11I IM Ar - ;:r I. �'' fill Ill fill I f111111 11111 1 11IF1111 Jill 1111111111JI1111111 11111111 1-1 "1 Ill Til 1 11101 -A NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 12 DRAWING IS LESS CLEAR THAN --WA. THIS NOTICG-;---IT I S DUE TO JM QUALITY OF THE ORIGINAL DRAWING. -- OE 62 62 12 92 r22 fp2 E?, 22 12 02 61 IR I LI 111 11 11 01 9 1 9 s ip E 2 1 JULY 7 1992 610 e w IL5 6�'AW--'o46,46K L «Ft A� NAT!VE MCKOiLL _- -._- 6Nt'ANt/LA•C BwGKf/LL _� _ --- ---,-. V1 "SkAIJv,-A R BAGK/cl" - --- --- - 160 - _ -- -- ---- ---__- _ A._ -__ _-_ ........ -------- -- 6 - -- - ----.-A ___-.-- --_--- _ 70 r� \� \ L � �i h � � V N / ..-•rXlS T/NG GKAD M 4� � h °�0 � r � � \ � V i Li i 'vI � h 41 � n � u 'r) 0 MWe $'� •. J �. O9S &X/ST GRAaf 14 --- -- --�.- c \ \•I p '" _ s9 STANDARD INLET MANHOLE FRAME 8� COYER 99 L 37 '-""'•�\ -t- Kv,nbS�D ..�i4D Ilk p /sa 160 1r..0 � �_ __._.— ® s o. 0050 s sq.0050 5 , o. 0050 17 Lf /Z G 3Z -- a. r, r•G Q^✓L/4�Y�' l2 a s,�tly SEW+�iQ `- A \ c9 s a 0/15 , /6: /58. 50 cb T(s•y �"� 41t.4 40 O/TG/� "GGA rr,",NMe.�� y •M[ MIW I4S ' F ~ - - ___ — _ -. __ /.¢5 _-----��-,1T " . ,.» r ' 1TOP HIP 9 7 c,!�. n c�/" ' 1.,4`A f i s.E•wreR ,E iN: ►it. �,N, y• (� .A(jt/' es'U.D�D / 'Zp / s l4.9 39 IN 6r) /A _ /50. BJ /^I !L' : /S/. /3 / _._._ wag- L !A" s's tame &: 144, 17 /N 00 A . 149, ?3 Cu1T is = 1.5.0. 7/ oar /E s /5/. 03 D r A , 143. 4t aur s lqo ;: -• I a otoo /*00 0+00 /too 9t00 3too 4+0�0 5toO 46+� o+v�o 1+00 2�0n LINE A-- 1 - 1 LANE 1 •� { j ' : WHASE (PHASE 10 w ��L/ ' .. � T'✓E BACKF/L•. � ._--1• vC',0/✓�11AP, $AG /LL- ' A-A B-� J F�ROPJSE +K�OIE STANDARD INLET MANHOLE /co ---- ------ � -- - � - -- -- 160 MAT!VE QA C kF/L L SIP 70 / 5 --- _._-_.- -- --- - -- ---_--- - - _- --- -- -- _------- -- -- 195 -'Iq O /4 a ,i 150 ---- -- - - rso t4 Q /F. l5?. ?5 Olt/r . 15¢. Zi 0 T 145 ------ 2^ t--- - ---- 145 187. 53 Z' a -,..ice �, •• .. X%ST 6PA09 -- -\ •' `-�'� -!'tri. r97Li- i2"CSP /E: /85. 25 i (N.E,' S : O. OZ42 /F: l85. /7 O T O +00 1+00 I+00 LINE A-2 415. 40. 41 !N( I /-a ,. /80. 14 91/T s) (PHASE t#� It I / .Sdr 1 --- ___..._- __-_ ___-__ 175 ? f\ v B4GKF/L(. 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Ov (w,) !F: 154 915 (w) ;E: /.Sf 69 /N (E) ''1 �-\' I I ��: ovT s /50. rE: 152. q5 r( f- O +00 1+OO 2+0o +00 +00 5+00 5+00 t 00 8+ 00 9 t Do 8R 1 j O +DO 1 + 00 3 � 7 2+00 ,3+0�0 4 +o0 5+00 A040 4hV9 -fl-V 7- rare Lms, Amm I _. _- 04',r,�f.:_..•..y.d��"� IiN eAt! SIVISION •Y eIs1ONIe 5C4 DATA March 19EtT PROJECT :MsR'1' ALPHA tNa1NtE�RIMO I�tC. DRAWN TOT SCALI » r0 $W. SKY&INt OLW lot A SWANSON'S GLEN STORM DRAIN PROFILES 4 5 CN�CIc NJH PROJICT NO 1345 PORTLAND. ORSOOM •f'�11 � ( 503 ) X97 • 1452 A►RAOVID PHAw g1,�Mt•N "•w•ar ow may. .. .... .-_- . .. . • . .. 7N�lA tv.:.-.} - ...•ar.l _-r .-.._. _ ^i. ----_. - M 'Q•4A-.•...,m,... ..,rr, nawu,...ww�y.�....�.,.,.y,,,�:rw.'......Q,„.•,,.�� .. .x-_.. ..,.,..w „ •� a ., ., ,w-"' _..� _. _._ - -- . _ � '. ,.a�Y�"i'"j _. ... •.. .r.. , I r I I I 11t,111111 9 I 1 11111 1 ► I I r I I I I I i I I I I I I I I I,I r I r rll I,� SII rlr 1�1 III I� � It � li � lIl � l ( I � f � l � 1 � 1 � 1 � 1 � 1lI � 1 1 � I � I � III � I � I � t � I � I � 1 � lIl � ( ISI I � I � I ( I ` I 2 - 3 4 5 6 7 e 9 1�0 11 12 NOTE: IF THIS M ICROF I l MED �^ - - -406 - DRAWING IS LESS CLEAR 'HAN THIS NOTICi:�'IT IS DUE TO /r• QUALITY OF THE ORIGINAL .'_DHE RAWING. OE SZ 9Z LZ 91 sZ Vz EZ ZZ IZ OZ 61 01 LI 91 91 bI EI ZI 11 01 6 9 4 9 9 y E Z 1°1•x*' - 1�11�lInllnllunllllll�iiillulllllllllll�rul�llnlllrr�uulllulnliluulni��IIlI1�Illnllnnluulln1111111n�I�nullulllfu�In111n111111111nlulllllll�ftlllnrllNtr�tN>!{111rluulllrttlluuluu�1u111n111111btuWllllill�t�ll�ll11111l1�Uu1n111111�I�IIt1N JULY 7 1992 jeda. 7e SAN. MHS 5 7.* STA. j* (J2. _%9 R/A4.- 152. 42 "8"pi.u66G0 PHASE I PHASE k 11-457-Ai-4- 8"0781', !�A,',. # 47 4? SAN. MH 15 END (3 #W 7,fR L 1,,VF. 1.) 'q IVA rfp 1� PSP GE 7A ti ST. SM. Z 4,b'i;, -:F'? + 7-1. 22 SAA1. AfIW* 6 ^A Z-4 C 6L 0,'_'K f' 8XV 151,A, - -3 7 A-47 SAID jWM 6 .90 /ms' 4.3 WA MR- 4`it,4rFA 4/1VA!' Rlm: 187. 4Z- 4' 2wff.c). '45sEA1A -4 /4�', Ai- �,TA410-;)-E A. fiv�r .54'r 5-7, - --A. 241'v. p F Al-OCA,' #1 2' 04 ci_A56 52 4�'l A4: IC 1"!5*'y "ooi 0 I '14� I - it -A 60 SA N. 44-Y 014 _ ,4,V 44XV 4* 1.2 4� 78 Q: 1 �; 44 .5 rue rl,"8 43 It 95 6 7 ki, 9 1 4- 4-7 't t 154- W 31" 56 1:14\ 31 55 10 D '0 32 41 11 77 54 crl 1 28 27 21B 21b "� 74 7'3 76 3� 29 I o= 7.5 45 Z 42 It ovoI7 3c, 79 94 3-1 Iq 1 1 TJCi Z's 7*61 IL 410 L 4C filloo's = A ao �5 7V,8 4 40 ' = 4 D,a 4a4O 40 WS 7A L_If- A'- w 7-,4,1,, 12 J A47 7-,EE 57 7 ;.=41 D 41 4 7 SFY 4 A $1 33 BC D.; a"0, 'i's.0 "Sea W."410 was 93 53 48 4 1 41 i0l ' � /c 4 x 249 A x 42 so 130 0 it AL IF - I t. i I �' + 63-SAN. MA; #4 -44 LIKE A d Ilk D 2' LINF A V S 7' /!V,,7.�j 58 6�3 =q o It- P/m 11 15-d 31 a - f 67 52 47 'v+54-—f /"So 40 414 D 7-:5 A,AT IWO of Ar) z 50 6 'Is a m ?3—: V. 2 50 4 "r)%& t 11 cr 3C19781 92 - w L) = 8 D = As mA 1 to to , 22 L 44 30 NIX 00 -j 4 21 K44 79,k' jo 21. Bo 5AV. 4,4410,7 '72 71 1 10 S'P. /.R WA 7ER -Ie,646F i 73 0 ,00 z 1,v,6 4 4 14 41tp It.00 w 59 ":4"� sr Sir 10 1 - A. ov, o6,. oe) �:4 4 55 5Z yf WA 770k f1m: Ag/. 02 '7A i A ff 0"'p *47 82 91 2 2 o,j M.,' ir". 4 .011111. 35 b ork 5S_A'�'Z I?V�5 7A I I- hr ACE AIP /0 62 0 1 ASE 2 Lx 27 L= f-- I 51 50 49 48 39 38 37 36 75 20 6 2'.6olo. .......... 40% 46*W SEPAD ¢105 I No or� • 63 70 12#41 L=: -�(� a 90 c7. /55 oof, 7 16-445 16-e 16 13*/; I 411C 83 5. 40 =40 61 Fq z__ 40 /-= 40 L 51 1-1,4 7 3 Sd'4, ClOA15 r __0' T.-Y D-_ 75 7, Dz7s 19 0 0 tlo-t 4 IN.- A-v L ---- F. L us z,-: �'? -C,v,�'- WA 716R V19 J-4 P40 LOCO--.... CXOS Vol 12"tiFY ie.m, Cp f p .TE 0- 14 RA-D. 89 IQ, 2 F _V_ 11.A�o Z /7 65io'es 6- J4 CO65 1 45 q- i L_33 -S ]LI A 9 Z_ 37 Z� ;LIWE A 4=40 Z)z wousof n rim D a 7 0 16 O+5,4. 74 SAN. 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RIM 1572 9, 4$Sr, A,� -d,55r,,-,9,LY 45 "TC ':)E7A11- 0 ti A I v 4a plc4 f 0 L : IV 0/3 XIE,mo ITr R_✓6 �7 24' .6 qO 03C 43 No z-ImE A W/1_L BE CO *P7j�'&C;rFr_) AS A AA Npir 0, A�ASE I 0 37. x1 r 154. 57 !"AWSMT AVQ/M. 16 Y' i t'rn'�\Oo, t 0 V • Ito' lip �_0111 10' ec"10110 MICK Or • I,OCK V: AV16- N 10A SIDE*ALK PLUG N N _qT 56. 5q, K�nr • I CONCRETE. 8 W 104TH AVE. 1.5 4--t-77, 5 M46TER sox sTnAPOL %orL!Sj,,r 0"" — w7 104TH AW. % ROD t000# i �I ! - �� F- C011fMTt ?"VIIIS1 $LOCK u fIoj !V. STRASOLE 11 OcIt CIE. V l till "'LFOR OPTIONAL 2'9fAU(A*tI11jCA4 MAO( 11, . 0 10 V - --p . AWWA A"AME&I GATC act 14" VALVE too- z If LIL ------- (jai 1 >1A 0 2 SAL1. PIPE 3t T.J. nve 0 d.AL FLUVC.AP IFIA*Wt ---PRG 0 4 _j 00 oo 24' I CTANDAPD BLOW OFF ASSEMBLY .3/7. 71-1) L IT s" -A so soAw I olalpe are. RAW letry xep�i&Av, 10,41ASIr It "fil- SCALE IN FEET z . /C_je AS" AWX j, 5 WE7 /16Wr(AM"p.-As IW)5 M /7' Rly'A Sir r '14 s' Agtll,.Ir AW No *All RIVISION By G INC. ALMA 19NQ1Nnm1q1SCO DATI March 1997 PROJECT $MET * 1 20* :1 DRAWN TBT SCALI Ag &IBM SANITARY SEWER/WATER PLAN ITSO S'W. lKYLININ BLVP CNICK NJH PROJICT No lam SWANSON S GLEN 6 A. 001BILAND, 011160N OTIS INTERSECTION DETAILS Pb ( 201 ) 297 - 1459 APPROVID PHASE I & 11 OF _,,00it or. Y_ N.- m_w ------ --"49no6l� 1 - I* — - IIIIIII 1--l . 6 VIlt�lIIII1 1,11111 Ill 111-till-111 1�1(111T'jij I I fill 11 F,ill 111111 NOTE IF THIS MICROFILMED 2 3 4 -. 5 6 7 8 8 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE-, "IT IS DUE TO jl* QUALITY OF THE ORIGINAL DRAWING, OF 6Z 92 12 9? 92 1PZ EZ 2? 1 LP OZ 61 91 It 1 91 sl 01 E 1 21 11 01 6 9 L 9 9 110 E z I swam" 111111111111 Ill I I I I I m I I III 1 11111 Iii I I 11111111111141411111111111 m I I f I -for, JULY 7 191, 92 EXIST. GRAM 141 165 17- EXIST �5 'tl,4 APA r,)E 160- - /85 lqo 110 V 1517, 74 x /80 1400 185 -- �c- 0.Oe 716 0 150 6 /50 /80 /ov /190 175 IV�4 , -4�N,, 73 w 1-c IX. OV /v(N) 71� ml(F) kn 1.0.2 31 /,Y 1*ME) 11/7 /F.- !76. 76 our Cs, /F: /B2. 12 ours. N, 0+ 00 /.000 0+ 00 /+00 2,400 3+00 01. 00 /*00 2+00 LINE A-4 LINE A-5 LINE A-6 MT Ilk "It ;E 155 -- 160 165 09 PROPO.SEL: S-PAVE� EXIST (-;RADE , OPOS XL) BADE I qo- 155 160 /670 Mo ,_6X1-57-- St VB (In S 710 R_AM 145 Mail 150 La 5 O. 0062 z F. o cs p om /at.00 7,9 L.F - so ow-n AM Im 1-c 14 7.6q (a-) S z 0. 04-34 cs _F 140 14 OR Pvc 711 X — 145 150 2 Sp X�Ixc 4 B LF JR-,-YC i IE: 14 7-(W) 160. o" Iq r W) (f 5 C*s O.2. 2V 041 1 \ Al 19Z,3! IN 1E.- 150- 1:5 Oy) W y 1E. Agg,32 4411 /E:-147. 2JV 0VT )ZI7, (_S�T 1,0-00 2-o- 00 3+00 4 040c /_1100 0+ 00 /+00 2* 00 3 00 16+00 17,000 LINE A- 1 wM X-2 LINE A-3 UmE A (COMPT) (,PoWA 5,65 170--- iNk M Ilk K Lu it) `q (ji ru j ell 44 '4 �j N 00 1,4 % E'XIS T IN, fi FX/S 7 (5,CA,0_c p 5 IE Ic Ago ------- 0147 74; 0155 r 175 ----------- VC Ljv 7. 5c? '5z. 73 Il 73 IN(V) IE7 175 74-- ll —i /if: 1:52 "/;Vw) pvc - 7z 1,76. /,y"IN) ar 145 Ill 7A Z_ our I�S,) 0.0mr— --- VC, f 6 Z26�t W 150. /,v (w) /50. /0 /At 54- 74 47 ouT 7 16 IlIvre) 40, /,F: 147. 17 -51, pvc Cal 00,9 /E. 1,41, 70 ov 41, 7 11 IN //' !�/. Y.^.� . .' I Cir t •r,N'IQ / /. L\ 30 141, hc 0 -f 00 1-f oc 2+00 3-000 4+oo 5+ 00 00 7 91-ol /ofoo /1-000 4-0 00 13-r CC) 14 #Ck;) 00 1cp so 00 f/u_ spo C lil 0l C 17 V )t drbe/k W, AAF- LINE A w DAI I RIVISION By : �©' KORZ. ALPHA ENGINEERING 11111rom olsee"101, SCe BAU Mjkrch 1997 PROJECT SHERT : 15' V 15 F11 T. 806 AWN TOT SCALI -1: : (Poll H 1750 $W. SKYLINI IILV& t 161 v 7 SWANSON ' S GLEN NC , PORTLAND, ORISO14 VYfM CHICK NJH PROJICT N4 1345 SWANSON %5 GLEN SANITARY SEWER PROFILES of Pb 903 297 - 1451, APPMOVID PHASE I & op 9 111111 11M fill; 1 2 3 4 5 7 a 10 11 12 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTIC1rj--1T IS DUE TO QUALITY OF THE ORIGINAL DRAWING. Oc 6-7 oz jz 9,7 cJ2 fp cz ZZ 12 OZ 61 of LI 91 1 t,I F'.I Z I II 01 ----6 9 L 9 CA IIP E E 1111 1 if Ili I I I I I I It 141111411111 till III III I Ithm I I Ito I I I t6111 In III I I III III it I t9 If I I I I I I I I I If 11111 11111 lool I I If • JULY 7 1992 -7-Ij "r LF; 'S csc 2 v c 76; j. / O �_z 4 Q 1,73. 7Z Ail �tp 42 217-Y 4 56 0-7 \ I,� ri IND 110 A\ I V1 30 16 7. a ou ori 00 37. �70 Z- Z4 AQ 40"05' ,4� ,0 ke 0 Aa 11 T3 N V • 0711 SW 104TH AVE. L -3 V. q4 24' 37o % 5 xr- Zap. v --I. 4. R 24' cc 4 qO'14'12 1- 46 3 3 N I'M /1? V 04 O L > Z- S,',-iC WALK N 1 Z/ R 24 1 .40 34 A Ias. 4K Z- lot 30. 79V Low �-r %n t -T 10 -01�7 i of 141 00 N M -v 0 1.500 e p 4'7 9 30 ' 7, 0 I ley NO *AT@ BT 3' sco DATI March 1987 PROJECT SHEET ALPHA ENGINEERING INC. DRAWN 'TOT SCALI 20' SW- SKYLIM OLVD. CHICK NJH PROJICT NO 134$ SWANSON' S GLEN INTERSECTION DETAILS 8 JWANSON ' S GLEN 110 . 2 pemTkAwo, ease*" 97221 ft ( 80S 1 '297 1458 Appeoves PHASE I & 11 OF -1 lit I & NOTE: IF THIS MICROFILMED I 6 78 9 10 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICS-, -IT IS OW TO TQUALITY OF THE ORIGINAL DAWING. oc 62 92 tz 9? CAZ fpz C2 2L) lz 02 ol @1 41 of sl ill I CI ?I III-_ 1 01 -6 9 t 9 61 E z I MAIN :. , JULY 71992 i y _ ... J•• , my 1T k , /dam M - AL1 to _Q f f ire -hyd„-raat.a s - • lira hydrant aseaallbly co"ists of -------w- eel"' NJ M09[RN MUELLER Ot11'C1�t11111 OR 1=0' D[iMMO •AIf;K • RIR[ HYDRANT A-442, 6 NJ. of IM LN x i" !lq tas, i' !lq = NJ gats �alw, i' !IJ x 1110 holding • I/40MV00 1 �OATI 1 1/t� ' h4 *ff C* WAY. .._. «p N161+R' �' WAY PENT OPRb NII6 OPEN spoolr and Nc+4rlrn MuaTlar Centurion tiara hydrant, A-442,__ __ .- • ,_�� LEFT j COLOR: LL 01N i' .MJ, 54" •11110. 5-Port (2 - 111• MST boss mg. mact,loAs. �TAFi4'tft►KO IKJ►f~1NOLl� -Zi _ -71�-IG __•____._-., .. " g1,. dl_ �,,• 1 - -440 ll5T power) ,r I h m pont Opr -Not r open loft, iclojar s C2 MUT ` mm Ism 6111%L . y�llaw. M i •• • .. '_'I"''LOI Q%a&r6 armwelmA.-11111x15 J�-�• s=ci a ' - VALVE i OX i o - SIDE " - ` a113'T'LLIL A5 KlEGtUi fA!' TO !.litilldlAs egRADI1r.A I.ITILITY _ � � � EXTENSION TE N!t 10M � AIAI�tJLJE C.�. l� aR• f°I"VIJAN ?6 _`�r'it I r!, (-7 Y fr I CPA4 ) S OR LESS ! 15- 'tyf><' �f>v S!V►01E C M�►X. RU11Qri) G"NIH r=x�PsvcE -A.C. jMakLirr "L. �a a` �r�AM3M' v "' Mrtr�l : 11'GCI� 4 IIAA1JrilOCli[` ! i6o-♦ ,F S!,3!~, . s 3 y N1'Ttr lealr- tDlW6.LK r r s�:w ;`� IYIWI-N�"; JOINtT AtAT'WRtAL COMPACTWO t►�,w-t�►'1 . 4s"_ OfD. Gut"M! MJ HYDRANT OUTLET •" f L6 r MJ 40 L � mum. s i 1"L, = is I #,Gri�i�►L-nc, COV-- � N n GATE VA LNE A : STP �q& "1414CLE. IAIN� " 1*C.ws� �•� 43r>aALTltr �,ar,ac. s ! �'I>STaf}'IA jr v ..o° c^Ltawm rcKjq I`.tP mm_ > M COVER ROCK "•" •�'� MAIN 'IN/MJsFL4 yt1 WTAR PAPER--; _ ,';'1�j r •: L_6"1lIJl>< MJ Ira TEE (SEE PLAN) -41 til4-MaTSe: L#T 1 OF (tY M T REv111a�p _ BEFORE •ACKFILL _ HOLDING •POOL THRUST BLOCK SMO `_ E--- W a T1i t11D a74k YReh A x • S Q. FT. MIN. r'Om w%oovlm 11Uvamr-«_Th v �IiR/i1SULAl!'1 s i%ice iris BEARING Taw TYPICAL STREET SECTION I I/!= s/4 CONCRETE PIER 1O'VVl&i G TOL5 ADOV� - ' o - D R A IM ROCK BLOCK 0S 0. FT. n7� IMJLP193nM A �, (4L L- 5T9rf7'5 EXCEPT IV,YERr wUrEU 2► SQ• BASE) / r t . rw�T ow ate /s 45) ------�e�ur �w►Y _ 4OL11 G. A. _ : ► LW4DISTUNDW. 6Al�►T>.i _�♦ L'► ,•! .,...e....,.«...1,,.« •:..-. :' o , ► . .� ROOF RAIN PRAI" .- ... o - :► '• I� �► ► c1D+1A!'1►CTis� NC..0 STANDARD t weerm NAL • sK C9 07 A ml T14 4FtWtu �R-v�wArs) •. 4' - 0" MIN. - • mm ...._.._ w- r�.. • � I � WITH •" �Lt�l'"i !� R *16' 0" MAX. � 2 POSTS x _ ".� . .. -r. . _.�, •,-..mo i^ - M T 'ISE oeaurs�oN { i w j77G�i971� l . _ f+" _ I low ;;Wets LCA ! 3/4"r ( 4B° s' ,7 �'` Vii. _ \ A"60 • t . / EDGE `6 .�"�o'-.Z" �•• � ,. � SA►. GCsIVCITIONS �s1L.i�t�af*tG - -•---------z-- STAN DA RD MANHOLE ` °� ou r/. ��/ .! /�� - r� a - (~1i "� 1�t.:• 7r1.//4 i GrWrAUS l K 4 1� /-Tri ZrACI lId I s 4 SECTION °yy . • r '� .Y _ 40 FinawY c o1R K'>r ALL c.�At.l�s 1N •� 4 0 .ww.' � _ �� %A &CMW ftlftT. GAIG. C PAY IAAtM�ffiNlKlE _ + 1 I LO - • o-�• A ♦ O w 11 I I 1 ` SIDEWALK SECTION I AL S •' '~-1 • b ' �• AMON $-0.#'•0.0771 STANDARD S DE A .�,�,_ ,,,,.�, ,. ...... «,:.• .?L:x14".1 o orf mv"sc. c. ''a e' Ii I I I it } Da U a e 1) 54"X 10 bol.olque SR.Need IltoeUi,t L_! .ti ,�►� „Q c 'd 4 With washers. 2 Bolts Per Roil ELEVATION .. ♦:aTlp 11 e" r 40 n 1'� •' Vmpaiors tit) i � 2-in ---W 4 'O 4 !)♦ X 6 1"110-Trtoles AM Iolwtol 71 to > IB t0 >I0 $P1�CE5 f$ Y t1C 3-x�• Q�d O a ♦ 4S/8" GALVANIZED S0. MD. KOTC: GJNCR[TS SMALL t*t'A W«. - � �� ,-4 G � � Al 3)2 X • Cress Rails—flails To BeBPII MACHINE BOLTS/WASHERS / sR,ARty6 STRY11l6" QT 3000 2 f13AR L�T><T13'-2-yb Q _ AvilleetoruoA Stripe. 1 PS! AFTC14 2e aAYA.' Y NOTES. (20 BARS) 'hsx Z»x ?t 1!�" = w a I. R T a x B'I _ AILS 0 BE PAINTED BLACK WITH WHITE STRIPES s N STANDkRD CURB (N•T.S.) �j RAILS O *THE WHITE STRIPES SHALL BE REFLECI'ORIZED .� M.I.M. W N- N S6UVERS 1fiN 7T�R AODt�IE _ -40 ��•,r w (-`�`—` abTTdM Off' MN FORM A ► Cc7MC99rE 7b BE 3.000 P•S.Z. I#V ,fig pAr3 1 ! _ FOR WIDER APPLICATIONS, MULTIPLE SECTIONS AS ,rl�r 0,' agour oe cawc. A N ry a ;� SHOWN SHALL BE USED. 1 T4s 'A/O/CA reD --- _ �'-3-3_Ad' PC IL""-' — Z 0-6 I °� 2.SEE MANUA: ON UNIFORM TRAFFIC CONTROL DEVICES `'{, N _' • f •..► 1 w - y• .,r'w N FOR STREETS AND HIGHWAYS AND THE OREGON .LvoTE.: TN LTs h3 �TLTM A'L - " : '� .----.••• '� •� 1 l� SUPPLEMENT. gyp_ ~- - "t" !4a>VAILJI �IAx�~ . _ C p :.:: rj I r�slws>,�Ic Cj'-p" 1 W I _ 3F- I 1 BARRICADES •- �' • x ..-. 3;tI + 12)x-2-I/�i7• i 173 rR �i '. '' _:'ti i-0 OSCE W I I 1 I G 6C-8 BARRICADE DESIGN •:•N.;�+''v.•'� : -4 r 6' 6C-9 BARRICADE APPLICATION 8 M. r.•. a r� .'.r,.• •:. E. �•ac• . (1, �~1 ::vS •;:.,+t:'':{rti. i I POSTS ,r 1'r v:r:• 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN to . .-..I' y - y '~. ! v'_ T .• I �+�' ,:•...o- :ti:,.. T ST _ •t _ :=: '� z ACCORDANCE WITH THE CURRENT STATE OF OREGON WROUGHT M10N OR WELDED SME - -V.,. f W END VIEW STANDARD SPECIFICATIONS FOR HWY. CONSTRUCTION. 'STANDARD MANHOLE PLAN 11RAME af1v0 GRATE -ate D£TAL � ' o :�, SIXVKI_K SLOPE CI.0208 .w.rwrs l A �9.p• tt:ld,? SLOPE '0.0 917 >r�- cmc:9W MINI ,go FV" MAI.-ALL"A"" - y. --a' WASHINGTON COUNTY '� _ I STREET BARRICADE TYPEIII i DEPARTMENT OF LAND USE AND otlinllt. �r + v AND TRANSPORTATION AT WIDTH TRANSITIONS . A 4'-0« SECTION C-C P.T. DATE CIVIL ENGINEER DRAWN APWA ASA b es NONEo. WASK COUNTY M 4OZ Na \' >'IA nV& MATSr11AL.'S._ = �CIR 11 1 . CS.W4, 5-3.3114- 3'-0'` 0 , *�"`' �'�,,�- - - 1N ItASSA46 r AAN► oieMllb 00"PA&TM frytAOE 1fi' '* +' i' t-OR" AT - PI. )1"I' i2!E "4— ',.SC W 1 M 3'y'bTw !gM CST' L 1 IO• A . ID i STREET CRUSHED ROCt' LEVELING AMZ[ TSxi pill me 1100 111 tiitl"+► COURSE AS SOIL CONDITION REOItIREIL G7-4 _j G R ry .O Le sh' - V44 - -- i. .a3tiMP(l}K11�,� d 1 e SSI *&L&:GT G RAl+ mAR 1AAati mML '*i. ;- �'- •+ ` �F t IAS n� ZONE - 99x CM��In� —.:=:..�;._' ' `' r' WNCRETE BREAKING STRENGTH TO K 3000 PSI AFTER 22 DAYS 'I SECTION A-A SECTION 8-B . ;r--- THRUST BLACK AT FITT'I N - D AIL ri CONCRETE TO BE 3000 P.S.I. I1' 28 DAYS 6 SACK NIM BICYCLE AND WHEELCHAIR RAMP �,, ,, -� �•rr ,,`,4s�',r ' ' _QV�RSIZE CATCHBASiI1� _--_ iT 4/��s � ,�r,,� �' •�' N . T . S . —r N.T.S. !M• oATt envision 6T ftift:IONEI� — DATi Mavroh 1687 PROJECT SHIEST STANDARD TR;ENGH ALPHA E�ICINEERINO INC. otA11rM 11cALft wavy ,- ` �. L1rI,. 1720 1*. SKYLINI DOW64 1I��S "ELLANEOUS QEI\A 1 I S ,.. ?WT►NaGN G . CHICK N,A1 1112Ji01f Ne 1345 SWANSON'S GLEN 9 CSF 1 B - • '�f�:,•,w •`:tzt�cglq«•iRl�k#'t'' pw1�T"oa'�r,f -'i" • �NtfiANl>til. 1671 M N)t ■ '� .. .�.�..�-:....'w�..,�...-. .g.,h,ww,,... . _ IM r.:....,,......-..w...' M ..._M.. . ,•.,..'.. „W ., �. • !•.s� o" G � ` _ . a,., „"s.°�'..'�.�'wu''r1j1�` �'�'•• 'I!�il.rall■ - +•..•+.- .,.. r.....+.a+l Isi'�r.. .,..._........ �•-" . .. r ,. ... eMi,.. i !N!Y M..!•`T""I..,,.. 1 1I i �• 1 7�� • lif lit 1llI1f�JillI1111I111I11111I1I�3111! 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